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Home My WebLink AboutBLD10-100 - drawings \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 . Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — F 2 . d w g 4/ 2 1 / 1 0 Dr a w i n g s | f “ 1 U J AVN | 96’ /' HH {Il | 26-6" -——MAINWALK A2 = l JAtaaad 15-6" 46" 3 > T TYP. = rn YS LiJ ; x FIRE DEPT — a e FLOAT HINGE, < HE ADWALK CONNECTION INTERIOR PILE TYP. = aI / HOOP, TYP. Ol 5 O c O O 0 O O Oo N, * O®&) OQ) @) Q °@ CO &) Oo 1S} 5 t HW-1 18”x18” ELECTRICAL 11 20’ BOLLARD LIGHT, / | EXTERIOR PILE ACCESS PLATE, D sl Typ. | HOOP, TYP. TYP. -— MAINWALK B2 GANGWAY : = FLEX HOSE LANDING LI 9 |f CONNECTION FLOAT ood » | ~—— MAINWALK B1 197-6” TRANSFORMER FLOAT W/ - ELECTRICAL EQUIPMENT ys Jf | 113’ 7 MAINWALK A4——= TO | iJ TRANSFORMER W/ O i S LEGEND = ELECTRICAL wm “Ee 46 42’ (F) ‘FIRE DEPARTMENT CONNECTION re) TYP. HEADWALK < 4 [TT MANHALK AS TRANSFORMER __| FIRE STANDPIPE Al = Al FLOAT LIFE RING & FIRE EXTINGUISHER 09° 2 12 5" - (X) CABINETS I 0 Oo q O g 7 ne UTILITY STATION: = ELECTRICAL & WATER @) Q) C) Qe °O ©G° (2) e) [S| 17 | BOLLARD wont, 9'-10" 9'-10" ELECTRICAL PEDESTAL TYP, . TYP. UN.O.. () —_BOLLARD LIGHT -—— MAINWALK B2 LADDER Oo OO OS |4 Oo [4 MW—3] PILE IDENTIFICATION NUMBER jaa) ’ _ 43 . MAINWALK B3 ——+4 | 156’ | NOTE LK At _/ 1, SEE MECHANICAL DRAWINGS FOR FIRE SYSTEM, WATER SYSTEM, SEWER SYSTEM, FIRE EXTINGUISHER AND LIFE RING CABINET. PLAN 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEM, 024 8 16 oh FT SECURITY SYSTEM AND FIRE STATION PULL BOX. ee NOTICE: Plans are approved excepting . ELECTRICAL ACCESS PLATE CENTERED OVER UTILITY any errors or omissions. All work must TRENCH PERPENDICULAR TO EACH UTILITY STATION, iil sppcabia oodes ent resuctions TRANSFORMER, MAINFLOAT JUNCTION & CABLE TURNING APPROVED Mt Date: loa 2OIO ' — Permit No: 24! | (OC) as es leh | By: vari _ . Building Official CITY OF PORT TOWNSEND REMSIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR ; / 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF © Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phone: 206-624-1387 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: PORT TOWNSEND Fae oe tea STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE_ON z HEADWALK FLOAT PLAN o ~~ ENGINEERS, INC. mnail(@ndeapineets.cam THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE NOLES | P.O. Box 1180 Phone: (360) 385-0656 ANE PND INES. WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE Sor oe ae SET NG Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD : 98568-4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. DRAWN BY: ALR | DATE: APRIL 2010 F2 REV DATE DESCRIPTION CHECKED BY: ML SCALE: NOTED 4/ 2 0 / 1 0 / GANGWAY FIRE DEPT. CONNECTION 147’ - 38’ 7 29’ oo 50’ | 25' (3) TYP. - TYP. UTILITY STATION, =| . - FLEX HOSE Ne STANDPIPE, ELECTRICAL & 22 ' CONNECTION \ WATER, TYP. _ f i} 41s NN (PY 9) e mo 1S Ny) a jo O O O O FLOAT A1 O Oo} a OO / wo LEGEND oe H X H | 48 EANDING C ww, a a, C a Oo ene ae (F) FIRE DEPARTMENT CONNECTION L FLOAT UW Aim? At—4 (@) FIRE STANDPIPE TRANSFORMER FLOAT W FLECTRICAL a BOLLARD LIGHT. EXTERIOR PILE LIFE RING & FIRE FLOAT HINGE, LIFE RING & FIRE EXTINGUISHER \ )~ TYP. HOOP, TYP. EXTINGUISHER CABINET, TYP. @® CABINETS 7 NP. UTILITY STATION: ELECTRICAL & WATER 4’ x 25’ FINGER FLOAT, 6’ x 25’ FINGER FLOAT, \ . TYP / ‘ =~ S ELECTRICAL PEDESTAL FLOAT B11 0 O wo -, 5 TYPE 3 FINGER O® an — FLOAT END (© —_BOLLARD LIGHT , J S = TYPE 2 FINGER 37 AI-6 Se O - @ pie FLOAT END, TYP. LADDER X ’ ’ ev a’ ~i- 2 ~ MW-3] PILE IDENTIFICATION NUMBER 2 18"x18” ELECTRICAL (3) TYP. i= ACCESS PLATE, 10’ T TYP. | HEADWALK Ti NOTE: a 1, SEE MECHANICAL DRAWINGS FOR FIRE SYSTEM, 5 y /’ WATER SYSTEM, SEWER SYSTEM, FIRE EXTINGUISHER N AND LIFE RING CABINET. S PLAN 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEM, 2 SECURITY SYSTEM AND FIRE STATION PULL BOX. . i ee 20 30 FT. 3, ELECTRICAL ACCESS PLATE CENTERED OVER UTILITY e yr —« TRENCH PERPENDICULAR TO EACH UTILITY STATION, ~ TRANSFORMER, MAINFLOAT JUNCTION & CABLE TURNING ® POINT. = Q) Ke) S ® UT ® of Cc g = e REVISIONS PROJECT: = PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND = PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR S| ok . te 811 First Avenue, Suite 570 | THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT = Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Z PORT OF 1D Phone: 206-624-1387 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TLE: S PORT TOWNSEND Fax: 206.624.1388 STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON A1 FLOAT PLAN 5) — = ENGINEERS, INC. | jil@pndengineers.com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE o. P.O. Box 1180 Phone: (360) 385-0656 a WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE aa SS SET ie 5 Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD : 98508-4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. oe ALR J DATE: “ee F3 O REV DATE DESCRIPTION CHECKED BY: Mut}} SCALE: NOTED 4/ 2 0 / 1 0 Dr a w i n g s \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 —F 4 . d w g mM _ EXTERIOR PILE HOOP, TYP. TYPE 3 FINGER FLOAT END, TYP. DV Im) L) oO 147’ 27’ | 29’ | 33’ © (3) TYP 10’ A2-6 —! | HEADWALK fo © 4’ x 25° FINGER FLOAT, /1 6’ x 25’ FINGER FLOAT, /1 TYP. TYP. UTILITY STATION, 18”x18” ELECTRICAL ELECTRICAL & ACCESS PLATE, WATER, TYP. 22 TYP, FLOAT HINGE, - TYP. Lo £ _\ £ \ £__\ £ _\ (e) le) (e) (e) le) 1b) = O j0 0 0 11 FLOAT A2 0 O OO t0|E BOLLARD LIGHT, Do re) oO ol Om, Ole = TYP. ld) Y 7 io) YY 7 id) YJ ip YY /7 O A2—1 A2—2 A2—3 A2-5 LIFE RING & FIRE > EXTINGUISHER FIRE STANDPIPE, Ps CABINET, TYP. N TYP, we INTERIOR PILE (H) 4’ x 25’ FINGER FLOAT, _/1 6’ x 25’ FINGER FLOAT, _/1 HOOP, TYP. Do | TYP. TYP. ay, O | 14-6" TYPE 2 FINGER = Wp. FLOAT END, TYP. ¢ PILE 38° 29 (3) TYP. 0 5 10 20 30 FT. LEGEND (F) ‘FIRE DEPARTMENT CONNECTION (@ ‘FIRE STANDPIPE ® as ane & FIRE EXTINGUISHER UTILITY STATION: ELECTRICAL & WATER ELECTRICAL PEDESTAL ©} BOLLARD LIGHT LADDER MW-3] PILE IDENTIFICATION NUMBER NOTE: 1. SEE MECHANICAL DRAWINGS FOR FIRE SYSTEM, WATER SYSTEM, SEWER SYSTEM, FIRE EXTINGUISHER AND LIFE RING CABINET. 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEM, SECURITY SYSTEM AND FIRE STATION PULL BOX. 3. ELECTRICAL ACCESS PLATE CENTERED OVER UTILITY TRENCH PERPENDICULAR TO EACH UTILITY STATION, TRANSFORMER, MAINFLOAT JUNCTION & CABLE TURNING POINT. ee s PORT OF PORT TOWNSEND | P.O. Box 1180 Port Townsend, WA 98368-4624 Phone: (360) 385-0656 FAX: (360) 385-3988 ENGINEERS, INC. 811 First Avenue, Suite 570 Seattle, Washington 98104 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineers.com PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. ac Lay P__ 32789 <9 < KS 16 4 oreo S D LEQ: wA REVISIONS PROJECT: PORT OF PORT TOWNSEND BOAT HAVEN A & B REDEVELOPMENT TITLE: DESIGNED BY: JBK | PROJECT NO: 074010.01 JSHEET NO: DRAWN BY: ALR | DATE: APRIL 2010 F 4 REV DATE DESCRIPTION CHECKED BY: Mut SCALE: NOTED Dr a w i n g s \ 2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — - F 5 . d w g 4/ 2 0 / 1 0 Oo -F 7 169 XQ 7 Z = - 30 : m1 ay TYP. = (4) TYP. 28’ | BOLLARD LIGHT, A3—6 NS a ma a (oO 10° ’ ? ? TEADWALE TRANSFORMER FLOAT W/ 4’ x 27’ FINGER FLOAT, 6’ x 27’ FINGER FLOAT, ELECTRICAL EQUIPMENT Va TYP. J TYP. UTILITY STATION, ELECTRICAL & FLOAT HINGE, WATER, TYP. TYP. ous /\ /_\ £ \ £_\ £\ O O O © Oo ob f& 18"x18” ELECTRICAL ne = ee eee - 5 UW = UOQ xz ACCESS PLATE, ——~ fe) le Be! AWO S ae aa, 6 ay, 6 aay, 5) ay, 6 A3—1 A3—2 A3—4 EXTERIOR PILE HOOP. TYP LIFE RING & FIRE FIRE STANDPIPE, ro EXTINGUISHER CABINET, TYP. Do = LEGEND 4’ x 30° FINGER FLOAT, 6’ x 30’ FINGER FLOAT, ©) FIRE DEPARTMENT CONNECTION mp. \\| TYP. @ FIRE STANDPIPE LIFE RING & FIRE EXTINGUISHER (H) (®) CABINETS LD] INTERIOR PILE Op on Z UTILITY STATION: HOOP, TYP. 16°-6 TYPE 3 FINGER A3—7 FLOAT END. TYP ELECTRICAL & WATER TYPE 2 FINGER ee KR OU @ PILE ; zp FLOAT END, TYP. 39 | = ; ; | | ELECTRICAL PEDESTAL J LC 31 33 (3) TYP (© BOLLARD LIGHT LADDER J al MW-—3]| PILE IDENTIFICATION NUMBER 0 5 10 20 30 FT. r= —=«=afg | NOTE: 1. SEE MECHANICAL DRAWINGS FOR FIRE SYSTEM, WATER SYSTEM, SEWER SYSTEM, FIRE EXTINGUISHER AND LIFE RING CABINET. 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEM, SECURITY SYSTEM AND FIRE STATION PULL BOX. 3. ELECTRICAL ACCESS PLATE CENTERED OVER UTILITY TRENCH PERPENDICULAR TO EACH UTILITY STATION, TRANSFORMER, MAINFLOAT JUNCTION & CABLE TURNING POINT. REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND " PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR - = 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF > DI Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Shanes UG KOA Ser CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: PORT TOWNSEND fines D004 388 STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON A3 FLOAT PLAN a “- ENGINEERS, INC. THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE oie 3s P.0. Box 1180 Phone: (360) 385-0656 mall@pndengincers.com WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE SST ST We Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD DESIGNED aiid iced Me — vboes 4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. DRAWN BY: ALR | DATE: APRIL_2010 F5 REV | DATE DESCRIPTION CHECKED BY: ML] SCALE: NOTED INTERIOR PILE \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — F 6 . d w g 4/ 2 0 / 1 0 Dr a w i n g s HOOP, TYP. f u 148’ NV ty 36° 49’ a On (2) TYP. BOLLARD , ; LIGHT, TYP. - 20 _ | 32 | 22 - | | (3) TYP. | A4—2 A4—3 A4—4 A4-5 Ne p LINGER LOAT END, TYP. O a> O O fo VJ 4’ x 30’ FINGER 18°x18" ELECTRICAL D FLOAT, n. * ACCESS PLATE, 6’ x 30’ FINGER me ON / FLOAT, TYP. 10’ UTILITY STATION, TRANSFORMER FLOAT W/ ELECTRICAL & HEADWALK [ ELECTRICAL EQUIPMENT WATER, TYP. © oO FLOAT HINGE, ae A-\VY™ /_\ /_\ /_\ |e) O lO lO lo) {Ss N O 0 0 O 0 O O FLOAT A4 0 O O O 0/5 Oe fe) fel) = Oo a, (ON exTERIOR PLE / ©) \ / ©) FIRE STANDPIPE,_/ aqme) — HOOP, TYP. - = Hie dan HW=s [A4—6 | [ A4—7 | h4—8 LIFE RING & FIRE EXTINGUISHER CABINET, TYP. : LEGEND 4’ x 45° FINGER FLOAT, 6’ x 45’ FINGER FLOAT, a TYP. J TYP. () FIRE DEPARTMENT CONNECTION (®) ‘FIRE STANDPIPE LIFE RING & FIRE EXTINGUISHER ® CABINETS UTILITY STATION: O O Noy, Noy, ELECTRICAL & WATER A4-9 | 1° A4—10 Tyee} FRCER A4—11 0 A4—12 = TYP = FLOAT END, TYP. . - ELECTRICAL PEDESTAL @ PILE +g! ah 46) (© BOLLARD LIGHT (2) TYP. LADDER PILE IDENTIFICATION NUMBER 0 5 10 20 30 FT. | —— | NOTE: 1. SEE MECHANICAL DRAWINGS FOR FIRE SYSTEM, WATER SYSTEM, SEWER SYSTEM, FIRE EXTINGUISHER AND LIFE RING CABINET. 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEM, SECURITY SYSTEM AND FIRE STATION PULL BOX. 3. ELECTRICAL ACCESS PLATE CENTERED OVER UTILITY TRENCH PERPENDICULAR TO EACH UTILITY STATION, TRANSFORMER, MAINFLOAT JUNCTION & CABLE TURNING POINT. REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR . . 811 First Avenue, Suite 570 | THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF © P N D Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phone: 206-624.1987 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: PORT TOWNSEND Fuca Seon STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON A4 FLOAT PLAN -— ENGINEERS, INC. | jnaii@pndengincers.com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE j P.O. Box 1180 Phone: (360) 385-0656 ee gineets- WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE nT Tox] PROJECT No. s7a0l0 01 [SHEET NO, Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD 98508— 4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. Denes BF ALB BRIE: dk F6 REV DATE DESCRIPTION CHECKED BY: Mel} SCALE: NOTED \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t _ H a v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — F 7 . d w g 4/ 2 1 / 1 0 Dr a w i n g s 33° GANGWAY (F) ] L L] / LANDING FLOAT ——— Onn 50’ 4’ TYP. 24 32’ 18"x18” ELECTRICAL FLOAT HINGE TRANSFORMER FLOAT W/ (4) TYP. ACCESS PLATE, TYP. ELECTRICAL EQUIPMENT =~. 7 TYP. = D le) lO] IO] w/e OO 0 O O O FLOAT B1 O O O $ ola OQ fe) le) fe) fo@) fo) Y/7 6) \Y 7 Q YY /7 O YY 7 O \ 7 Q Bi—4 Bi—5 Bi—6 1) Oo FIRE STANDPIPE, UTILITY STATION, EXTERIOR PILE om TYP. ELECTRICAL & HOOP, TYP. SU SUIGHER CAENNET WATER, TYP. TYP 6’ FINGER 7 10 a OAT HE ADWALK oy 6’ x 30’ FINGER FLOAT, 4’ x 30’ FINGER FLOAT, TYP, TYP. Ll) oO yo fo ) INTERIOR PILE e LEGEND HOOP, TYP.) 0) ay, ay, a N (F) ‘FIRE DEPARTMENT CONNECTION TYPE 3 sneer | leet TYPE 1 FINGER TYP. = z (®) ‘FIRE STANDPIPE Pega ENE FLOAT END, TYP. 30’ 30’ iN LIFE RING & FIRE EXTINGUISHER oe | = (X) CABINETS UTILITY STATION: ELECTRICAL & WATER L) BOLLARD LIGHT, _/ ELECTRICAL PEDESTAL TYP, N (©) —_BOLLARD LIGHT LADDER MW—3]| PILE IDENTIFICATION NUMBER PLAN NOTE: 1. SEE MECHANICAL DRAWINGS FOR FIRE SYSTEM, 0 5 10 20 30 FT. WATER SYSTEM, SEWER SYSTEM, FIRE EXTINGUISHER ee! OE ee AND LIFE RING CABINET. 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEM, SECURITY SYSTEM AND FIRE STATION PULL BOX. 3. ELECTRICAL ACCESS PLATE CENTERED OVER UTILITY TRENCH PERPENDICULAR TO EACH UTILITY STATION, TRANSFORMER, MAINFLOAT JUNCTION & CABLE TURNING POINT. REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR - . B11 Risst Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF P N Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phone: 206.624.1387 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: PORT TOWNSEND Gace SOGG0A 1385 STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON B1 FLOAT PLAN o > ENGINEERS, INC. mnail@londensinesrs-com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE | P.O. Box 1180 Phone: (360) 385-0656 tN WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE TESIENED Bi BK | PROJECT NO: 074010.01 [SHEET NO: Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD 98568-4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. = ———- DRAWN BY: mc DATE: a F7 CHECKED BY: LCE SCALE: —F 8 . d w g \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 4/ 2 0 / 1 0 Dr a w i n g s PORT OF ‘PORT TOWNSEND _ P.O. Box 1180 Port Townsend, WA 98368-4624 Phone: (360) 385-0656 FAX: (360) 385-3988 ENGINEERS, INC. 811 First Avenue, Suite 570 Seattle, Washington 98104 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineers.com PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. iD O 187 Ol Ol \ : a D 8 7 31’ ‘ AQ—1 TYPE 5 FINGER TYPE 1 FINGER = FLOAT END, Typ. \ [2-0 B2-2 FLOAT END. TYP. B2-4 S y oO \ fon O INTERIOR PILE HOOP, TYP. 6’ x 35’ FINGER FLOAT 4’ x 35’ FINGER FLOAT LIFE RING & FIRE TYP. TYP. EXTINGUISHER CABINET, HEREWALR mm \ UTILITY STATION, ELECTRICAL & 18x18” ELECTRICAL FLOAT HINGE, [ WATER, TYP. BOLLARD Ne c-—l- access PLATE, TYP. TYP. =a Oo 0 e Oo 9} o\F OO oO O FLOAT B2 O oO oO O S ol@) o® fo) io) S) \ 7 \ 7 id \ ] ld o) B2-7 B2-8 B2-10 LEGEND FIRE STANDPIPE, EXTERIOR PILE ©) FIRE DEPARTMENT CONNECTION TYP. HOOP, TYP. @ FIRE STANDPIPE LIFE RING & FIRE EXTINGUISHER () CABINETS 6’ x 35’ FINGER FLOAT, 4’ x 35’ FINGER FLOAT, FEE MGM Je WATER A TYP. TYP. TRANSFORMER FLOAT ELECTRICAL PEDESTAL 5 uy, () —_BOLLARD LIGHT B2—11 B2—12 B2-13 B2—-14 LADDER 18°-6” 0 Oo X., TYP. ¢ PILE O. PILE IDENTIFICATION NUMBER 1 O 35’ A3—1 NOTE: 1. SEE MECHANICAL DRAWINGS FOR FIRE SYSTEM, PLAN WATER SYSTEM, SEWER SYSTEM, FIRE EXTINGUISHER AND LIFE RING CABINET. 0 5 10 20 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEM, SECURITY SYSTEM AND FIRE STATION PULL BOX. 3, ELECTRICAL ACCESS PLATE CENTERED OVER UTILITY TRENCH PERPENDICULAR TO EACH UTILITY STATION, TRANSFORMER, MAINFLOAT JUNCTION & CABLE TURNING POINT. REVMSIONS PROJECT: PORT OF PORT TOWNSEND BOAT HAVEN A & B REDEVELOPMENT TITLE: B2 FLOAT PLAN DESIGNED BY: UBK | PROJECT NO: 074010.01 JSHEET NO: DRAWN BY: ALR | DATE: APRIL 2010 DESCRIPTION CHECKED BY: VAL} SCALE: NOTED 192’ / INTERIOR PILE 7 42’ 38" - . 42" . HOOP, TYP. (3) TYP. (4) TYP. 24° | 36’ - LO} - - =e T ° B3-1 B3—2 B3—3 B3—4 B35 (“Oo O O (oO ~*~ 100 HEADWALK \ 6’ x 40’ FINGER Ng x 40’ FINGER FLOAT, TYP. FLOAT, TYP. D BOLLARD LIGHT, / TYP. TRANSFORMER FLOAT W/ ELECTRICAL EQUIPMENT LIFE RING & FIRE UTILITY STATION, MP oe CABINET, TYP. Dr a w i n g s \ 2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — - F 9 . d w g _ 4/ 2 0 / 1 0 ELECTRICAL & 18°x18" ELECTRICAL Db oO WATER, TYP. ala, ACCESS PLATE . TYP. ( 1 DO bo lO OO] NS iO |] = ola O Oo Oo FLOAT B3 0 O 0 Oo oO} ao ja Oo \ 2/E e@ OK oO fe) Oe = (6) \ 7 [© \ 7 ©) \ 7 iD) VY 7 ©) \/ B3-6 | is STANDPIPE, B3-7 B3-8 B39 HW—5 EXTERIOR PILE LEGEND HOOP, TYP. (©) FIRE DEPARTMENT CONNECTION (®) ‘FIRE STANDPIPE LIFE RING & FIRE EXTINGUISHER ® CABINETS \ x 45° FINGER FLOAT, Ng x 45’ FINGER FLOAT, UTILITY STATION: TYP, TYP, ELECTRICAL & WATER ELECTRICAL PEDESTAL (© BOLLARD LIGHT O O O O O O LADDER = = | = = = = BECTON _ TYPE 3 FINGER Boa | Beer OAT END. TYP. ee B14 Aa=9 MW=3) PILE IDENTIFICATION NUMBER FLOAT END, TYP. 21 | MP. ¢ PILE 44° ; , . NOTE: . 30 |. 42 _ 1. SEE MECHANICAL DRAWINGS FOR FIRE SYSTEM, (3) TYP. WATER SYSTEM, SEWER SYSTEM, FIRE EXTINGUISHER AND LIFE RING CABINET. PLAN 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEM, SECURITY SYSTEM AND FIRE STATION PULL BOX. a. s © 50 — 3. ELECTRICAL ACCESS PLATE CENTERED OVER UTILITY oy A ee TRENCH PERPENDICULAR TO EACH UTILITY STATION, TRANSFORMER, MAINFLOAT JUNCTION & CABLE TURNING POINT. REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR ; . S11 First Avenue, Suite 570 | THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF - P N D Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phone: 206-624-1387 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: PORT TOWNSEND Pax: 206.624.1388 STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON B3 FLOAT PLAN — <p ENGINEERS, INC. mail(@pndengineers.com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE P.O. Box 1180 Phone: (360) 385-0656 WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ——— a eae Stare Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD = “a : 98568-4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. en ALR | DATE: APRIL 2010 FO REV DATE DESCRIPTION CHECKED BY: MLA SCALE: NOTED L3, TYP. | FLOAT LENGTH SY | \ | (VARIES/SEE NOTES) C € VARIES Nhe NP. \ ¢ POLYTUB BOLT x oN | & SILL @ POLYTUB BOLT POLYTUB, rit SILL, TYP. ¢ HINGE @ SILL Tre YF IR | | AS REDD = AS. REQID EQUAL _| POLYTUB, GLULAM SILL, POLYTUB SUPPORT OQ GFF | SEE NOTES SEE NOTES SPACING | VIPs BRACKET, AS REQ. % HINGE OR BH TYP, | SEE NOTE 4 EDGE GLULAM " ol |p] ee | ee Sf a r)otC<iCS fo Vo | i = S 1 ~ Cc | 2 rey H | | 16 hl 4 p 4 9 6 9 ip q| | it mi | | | | I iI i i P| | I | | | | I | |! Li | | a | aI | | /} | He ar ~ | rn a I} = 4! | <} | | or | nl | O Mh | | i 1 | 1 nh | NL | : | | | | | I I I | | | ll | | I [ 1) it I | in | | | i | i | |) | POLYTUB _ Ve 2 g cd 9. g S 9 g b 2 ct pf r ~ ie i A p A p i q p iz aT IN| Lift | | | | | I | I | | ly, Ol i] | il i | i! | Il | | iT Ct I Wi i 1 1 j|=———=4) I iT | | it | | I | | | | i | ill ot i | | \y if \ | I 7 ‘l ' Af Ot i mie ; I 1 | t 1 7 1 | tf! ot pl I | f Tl | 1 | I , Ly | | | | | . ] \| : | \' | | de I LL _j) | cs _ =i \ J oe = 8” | | : Za Se SS SS SS SS Q I \ pt HEADWALK NOTES: fd A Yt 1) SEE SHEET F2 FOR MAINWALK FLOAT HINGE LOCATIONS, Lo | a TP i 4 2) L6x6 HINGE BRACKETS SHALL BE ATTACHED TO NOT LESS THAN 4 SILLS. | LAG BOLT, “| > , TYP. ae PLAN 3) ALL PILE HOOPS ARE LOCATED ON WEST SIDE OF FLOATS U.N.O. TYP. /' | \ (FLOATATION AND TIMBER SILLS) 4) COORDINATE FRAMING LAYOUT THIS SHEET WITH CHART ON SHEET F12. | LOCATE POLYTUB SUPPORT BRACKETS TO ALLOW HEADWALK PIPE CROSSOVER AND TO LEVEL FLOAT. PLAN 5) SEE SHEET F12 FOR POLYTUB SIZE AND LAYOUT. 6) DECK AND RUB—BOARDS NOT SHOWN FOR CLARITY. \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — F 1 0 . d w g 4/ 2 1 / 1 0 Dr a w i n g s 7) END GLULAM SHOWN TO ILLUSTRATE FRAMING LAYOUT WHERE HEADWALK SILL, CHAMFER DOES NOT REQUIRE HINGES. SEE F2 FOR LOCATIONS. EXTERIOR PILE 1/2"6 POLYTUB Sco ae HOOP REQUIRED AT (1) END GLULAM LOCATION. BOLT. TYP L6x6 BRACKET 8-FT MAINWALK HINGE 8) CLEAT LAYOUT ON HEADWALK FLOATS ADJACENT TO FINGER FLOATS to L5x3x3/8 OUTSIDE LOCATION VARIES SHALL MATCH FINGER FLOAT CLEAT LAYOUT, AND SHALL BE PLACED AT 4x1 /2°9 6” LONG, TRIM BOLT, TYP. pews TYP. / LEAST 6” FROM SILLS TO AVOID INTERFERENCE. LAG BOLT, TYP. LEG AS SHOWN == = = pe ES SIE! L3x3x3/8 ae tS —— $$$ > = 2 < S oc ° =] \ pl | 6 re) (@) oO ° oO / O 9 6 O | f Fn 7 T iM (M TEL | jo 1e-FT HEADWAL wy i ! 1 I | I} TW 3 1/8"x7 1/2” , TYP. i | | i | | | -v|} [7 END GLULAM | | | i | | ie mit {| | | | HH | | | | AWD i | | | a | | | | —————e F he 41/2” sfttt————"s a ee a a 3 ae = —— sf | 7) I i} | | | ll | | | Hy \ | 5 | | .¢ | Lb | ia < | b Q g b 9 g e 9 g . 2 4 1 © POLYTUB iD | [ | [| NNN | | f {| a \a o | re) hy/ 1A ro) Wnt = i 1 v i oO ' | : P . 4 P 4 P 4 F af} ]) END GLULAM i i __ ti tt | l af iL i 1 Lj t _Lil} | — BRACKET, a - 2 eg ert 2 — = 2 9 =. o — SA TYP. {|| / tl en | | \" | iil | | ad ‘| iL | I | I} | jf le LED “ if / | | ! | it ill | | ill A | | TI i | in | | || | | | | i fl | nit SECTION Eke LA-|2 9 e 9. 9 ee Al lke 2 I ott tz o- —— = ee ee = oo —— | POLYTUB INSIDE CLEAT, see / 3 \_ INTERIOR PILE HOOP, SUPPORT BRACKET GLULAM, TYP. NOTE 8 PLAN LOCATION VARIES (FLOAT FRAMING AND HARDWARE) = ™ PORT OF PORT TOWNSEND PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY le PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR 2010 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT P N Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT G PORT TOWNSEND Phone: 20ii-0o.367 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: 40-FT HEADWALK FLOAT STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON Fax: 206-624-1388 o ENGINEERS, INC. ag lensineers com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE NEES FRAMING P.O. Box 1180 Phone: (360) 385-0656 nn WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE 45/6 DESIGNED BY: JBK | PROJECT NO: 074010.01 [SHEET NO: Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD San cRtbae PRI 2010 98568-4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. e F1 0 REV DATE DESCRIPTION CHECKED BY: Muti SCALE: NOTED 4/ 2 1 / 1 0 FLOAT LENGTH % (VARIES) C = € POLYTUB BOLT HINGE ¢ SILL ¢ POLYTUB BOLT ; ; ¢ SILL | AS REQD AS REQD EQUAL POLYTUB, GLULAM SILL, | SEE NOTES SEE NOTES SPACING Tans Or G HINGE OR TYP. ' EDGE HSS7x2 S a | a iy | TE — i i i | | | | | i | = : Q J i ° J b ie d f o. d ~ i PS NN | | | | | \ | f y) | if i i i i |-—<— IP -— ' | b ° J b fe) d 4 fe) J b Q1 J 6s | A. POLYTUB SUPPORT ae — BRACKET, AS REQ’D. SEE NOTE 5 MAINWALK NOTES: 1) SEE SHEET F3-F9 FOR FINGER FLOAT HINGE LOCATIONS. PLAN 2) HINGE L6x6 BRACKETS SHALL BE ATTACHED TO NOT LESS THAN 4 SILLS EXCEPT AT MAINWALK ENDS WHERE HSS7x2 EDGE BEAM IS USED. (FLOATATION AND TIMBER SILLS) 3) PILE HOOP L6x6 BRACKETS SHALL BE ATTACHED TO NOT LESS THAN 3 SILLS. 4) ALL PILE HOOPS ARE LOCATED ON SOUTH SIDE OF FLOATS U.N.O. 5) COORDINATE FRAMING LAYOUT THIS SHEET WITH CHART ON SHEET F12. LOCATE POLYTUB SUPPORT BRACKETS TO ALLOW HEADWALK PIPE CROSSOVER AND TO LEVEL FLOAT. 6) SEE SHEET F12 FOR POLYTUB SIZE AND LAYOUT 7) DECK AND RUB-BOARDS NOT SHOWN FOR CLARITY. 8) CLEATS SHALL BE LOCATED AS NOTED AND SHALL BE PLACED AT LEAST 6” FROM SILLS TO AVOID INTERFERENCE. CLEATS ALONG SIDE TIE SECTIONS OF MAINWALKS SHALL BE SPACED 12’-0” U.N.O. ¢ xo ei: BERTH 6—FT FINGER FLOAT HINGE, Typ. INSIDE GLULAM, OUTSIDE GLULAM, LOCATION WATE CLEAT, aN / TYP. BOLT, TYP. a TYP. 8-FT MAINWALK = : —_— — —— —— — va — : — ———___— . _— HINGE, —~[ 4 id ll ee - -o/ ca eee -° <: ees oO : —— P TYP. | i : lj © 5) p 5 4 © o L6x6 BRACKET [+ | | | | | | a | | | ‘| Va | comme} 7 | = | | | a5 it | : ee i SS 2 : _ — Lf __1 LU Jo 2 Lj _ Lt | ———— O- =O Se = a = le) Oo “0 SRS «ee OY, Gaal = a - Rs = = 4 | ce] : b lo J : | © | b ld J o i P P [ ‘ ° =o —= I ——_o_— = =< oO 7) o- Fe : oo “Tp S TT T l TT | T_ 7 ) Ty | T rT a oO oy | | Oy | es | | | i | | LI ul i [4 3 Q ° : : = © J : lo Ec ° ° ° hs L ball - . - : = = — = = : = = _|| ; : _ : -o a ‘ = - —~ —— _ _ _ — ° _ -° moo —o _ __ - oO — _ ——_ | - = - 4 ; = ) i =] == u < CLEAT, SEE | \L HSS7x2x1/4, INSTALL E NOT 8 L8x6 BRACKET \ gee USING HEX 5 yy BOLTS OF SAME SIZE AND g \LAH EXTERNAL PILE HOOP, SPACING AS LAG BOLTS 3 LOCATION VARIES INSTALLED ELSEWHERE o~ : ¢ PLAN > = (FLOAT FRAMING AND HARDWARE) 8 ~ REVISIONS PROJECT: = PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND = PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR S - : ae 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT 5 ~ Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT = PORT OF P N Phone: 206-624.13 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TLE: : K 06-624-1387 8-FT MAINWALK FLOAT S PORT TOWNSEND Fae 06604.1488 STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON 5 o = ENGINEERS, INC. | jnai@pndengineers.com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE FRAMING 2 P.O. Box 1180 Phone: (360) 385-0656 iiiiiaiel WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE SOD oY aT moe No ooo EET NO. = Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD : : : 98508-4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. ean ple ORT eel 20 F11 oO REV DATE DESCRIPTION CHECKED BY: Mult} SCALE: NOTED —F 1 2 . d w g \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 4/ 2 1 / 1 0 Dr a w i n g s ss HEADWALK FLOAT _ FLOAT POLY TUB SIZE & QUANTITY FLOAT No. 48” x 96” x 16” 48” x 72” x 16” 48” x 72” x 20” 24” x 48” x 8”* SS . HW-1 to HW-6 4 2 4 2 / = HW-7 8 2 © a. <— © Ai—1 CAI-2) AID ALD AE5 Ver Views vi. o a o o o a oa o oa o MAINWALK <a ; 4 of * ° ° ° ° a MAINWALK FLOAT A-1 CBi-1) (BI-2) (BI-3) (CBI-4)~ GBI-5) Bi—6 JK MAINWALK [© FLOAT POLY TUB SIZE & QUANTITY FLOAT B1}|5—+ 3 7s . at CW=D FLOAT No. 36” x 72” x 16” | 36” x 72” x 20” | 36” x 96” x 16” | 36” x 96” x 20” | 12” x 48” x 20°# Ai-1 4 4 3 ; A1—2 to A1—4 9 4 A1-5 2 4 HW—2) - MAINWALK FLOAT A-2 (A2—2) CA2-3) (2-4 (A2-5 FLOAT POLY TUB SIZE & QUANTITY — —+i___it__ ———| MAINWALK FLOAT No. 36” x 72” x 16” | 36” x 72” x 20” | 36” x 96” x 16” | 36” x 96" x 20” | 12” x 48” x 208 o uv v vu v FLOAT A2 A2—1 4 4 3 . . laws | | | | A2—2 to A2—4 2 4 : A2—-5 2 4 MAINWALK FLOAT A-3 UAINWALK Evie — pane pat B29) |, FLOAT POLY TUB SIZE & QUANTITY FLOAT B2 L ; 2 ° : ol" | ang FLOAT No. 36” x 72” x 16" | 36” x 72” x 20” | 36” x 96” x 16” | 36” x 96” x 20” | 12” x 48” x 20°# a - A fam A3-1 4 4 3 ; A3—2 to A3—5 6 «|g AS=1 AS—2 AS—5 MAINWALK FLOAT A-4 te wv =|" x LJ La MAINWALK Sjofo ic ac oo oo of] o a0 FLOAT POLY TUB SIZE & QUANTITY = : : . =F . FLOAT A3 < FLOAT No. 36” x 72" x 16" | 36” x 72" x 20" | 36” x 96" x 16” | 36” x 96" x 20” | 12” x 48” x 20° T}].o}HW-5 A4—1 4 4 a A4—2 to A4-3 6 20 A4—4 2 HW—6 MAINWALK FLOAT B-1 . FLOAT POLY TUB SIZE & QUANTITY as a FLOAT No. 36” x 72” x 16" | 36” x 72” x 20” | 36” x 96” x 16” | 36” x 96" x 20" | 12” x 48” x 20” n nm a a ; Bi-2 to BI-5 2 4 (B3-1) B3—4 B3—5 ; A4—4 B16 6 MAINWALK ° MAINWALK FLOAT B3 5 a~—s ~_1 — > —-—Ls e——-| FLOAT A4 MAINWALK FLOAT B-2 FLOAT POLY TUB SIZE & QUANTITY FLOAT No. 36” x 72” x 16" | 36” x 72” x 20” | 36” x 96” x 16” | 36” x 96” x 20” | 12” x 48” x 20°* B2-1 2 4 | B2-2 to B2—-5 4 4 3 <7 <7 <7 <7, <7 x7 a x7 Cy, B2-6 4 6 MAINWALK FLOAT B-3 FLOAT POLY TUB SIZE & QUANTITY LEGEND FLOAT No. 36” x 72” x 16” | 36” x 72” x 20” | 36” x 96” x 16” | 36” x 96” x 20" | 12” x 48” x 20" HEADWALK FLOAT NUMBER BS-1 6 MAINWALK FLOAT NUMBER BS-2 to B5-s 4 4 J NOTE: SIZE AND LAYOUT OF POLYTUBS IN "LANDING FLOAT” AND "TRANSFORMER FLOATS” FOUND ON INDIVIDUAL DETAIL SHEETS. *POLYTUB SUPPORT BRACKETS REQUIRED FOR NOTED POLYTUBS. LENGTH OF BRACKETS VARIES. CONTRACTOR SHALL COORDINATE WITH FLOAT FRAMING. REMSIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND a PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR | a =e 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF > P N D Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phone: 306-604-1887 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: TABLE PORT TOWNSEND He: HG698 1888 STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON o ~~ ENGINEERS, INC. | jpail@pndengineerscom THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE 2052788 3 HEADWALK AND MAINWALK FLOATS P.0. Box 1180 Phone: (360) 385-0656 — WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ae —— lane oo eer ne Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD SES05 4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. DRAWN BY: ALR | DATE: APRIL 2010 F1 2 REV DATE DESCRIPTION CHECKED BY: ML SCALE: NOTED Dr a w i n g s \ 2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — F 1 3 . d w g 4/ 2 1 / 1 0 6' WIDE FINGER FLOATS ( HINGE FLOAT LENGTH SS POLY TUB SIZE & QUANTITY | eee (VARIES) ‘< C FLOAT | 48 x 72° | 48" x 72 PER SIDE ¢ POLYTUB BOLT LENGTH x 12" x 16" | © SILL @ po_ytup BOLT MIN. (1) 3/8"6 DRAIN HOLE TRUSS CONNECTION = 7 5 EQ. SPACING ! TOP AND BOTTOM OF HSS AT EACH SILL, CENTERED | at | NEE FQUAL © SILL MEMBER BETWEEN EACH PAIR POLYTUB, ON HSS AND SILL 27 1 4 3 FINGER SPACING, TYP. | OF SILLS. DRAIN HOLE SHALL NOT TYP. AS SHOWN, TYP. 30" 9 4 3 HINGE CLEAT y ELE | | BE LOCATED OVER SILLS, TYP. | 35 3 4 4 \ J Oo, oO Oy 7 “yy 2 40’ 4 4 4 LU | 45’ 4 5 5 *CLEATS PER SIDE INCLUDES CLEATS ON FINGER FLOAT ENDS nl | 4" WIDE FINGER FLOATS | POLY TUB SIZE & QUANTITY *CLEATS ‘A FLOAT |48” x 72"|48" x 72”|48” x 96"| 48” x 96148” x 96"/12" x 48"| PER = LENGTH | x12" | x16" | x12" | x16" | x20" | x20" | SIDE to 25) 1 1 1 1 3 ! ! oF 1 2 1 3 30’ 2 1 3 ! 35’ 3 4 ii 40) 3 2 4 | | | ve | 45’ 1 4 5 I is a Ul Lit tt ! ( it hh *CLEATS PER SIDE INCLUDES CLEATS ON FINGER FLOAT ENDS ; a en = i 7 fo _— ee | = a a ” ” ” Oe ae) SO OO Oe ee , 6"x3"x1/4"t » 3/8” ECON 9” \ AILER PLATE GLULAM SILL, \C tRuss 1, eursne \ ie (1) 3/8" DRAIN HOLE /8e BOLT Th NAILER PLATE SPACED AS SHOWN TYP. NAILER. TYP GLULAM PER HSS, TOP AND BOTTOM. \/ 1/4 ¢ eal DRAIN HOLE SHALL NOT BE FINGER FLOAT NAILER YP 6-FT FINGER FLOAT NOTE: ———, 1) SILL & POLYTUB BOLT LOCATIONS PER POLYTUB GEOMETRY. SILL 2) DECK AND RUB—BOARDS NOT SHOWN FOR CLARITY. 3) CLEATS SHALL BE EQUALLY SPACED AS NOTED AND SHALL 6-FT FINGER AVOID INTERFERENCE WITH SILLS. NAILER PLATE TRUSS END @ HINGE PLATE FLOAT LENGTH SY STANDARD (VARIES) C CUP CONNECTION ¢@ POLYTUB BOLT | PLATE » TRUSS CHORD EQ. SPACING ! MIN. (1) 3/8"6 DRAIN HOLE | % SILL € POLYTUB BOLT 1) 3/ TRUSS CONNECTION | SEE NOTE 3. | FQUAL TOP AND BOTTOM OF HSS TRUSS WEB I _ | @ SILL AT EACH SILL, CENTERED ‘\ : 4—FT |] CLEAT ( CLEAT SPACING MEMBER BETWEEN EACH PAIR POLYTUB ON HSS AND SILL | 3/4” BOLT, ALIGN FINGER |! LJ! TYP OF SILLS. DRAIN HOLE SHALL NOT EO AS SHOWN. TYP —_ i HH HOLES IN TRUSS END HINGE LLL an BE LOCATED OVER SILLS, TYP. / » ITT. = —— PLATE TO MATCH STANDARD ia — rh oe To! TG! — To! TTT : PONNEGTION AE F TT) | | | ' a eee eT TL. LL | | _ L —_ tp] __ _ WA uu tj _ Cd 454 al il fl oa 8 : 5s . ro FINGER FLOAT | | | | | Lr Wi Ne WA Ne wi WV ANIIVAN WANE GAN WH Ne wi AL END CONNECTION SECTION © }) ) bebe A NN AA Al __1____4_#___\ \______ AA 4—£—____\ \_____l__-f_£ 3 —t-+ ———— = HEYCO KNOCKOUT at : Py ‘i 7 o47— = rt Vi ) 71 HOLE FOR CEA | i an { | ” Hh | ‘I ry \ i \ | spend LAG PLL 1 3/8" ACCESS | cL. i | Vi / [i | ei as ef ~ ain ” ” HOLE — SE: Ge = _-——_--—_- 38/8 @ LAG TRUSS CHORD pn ZL IA Ah | BOLT WITH j= MIN. (1) 3/8’@ DRAIN HOLE nl \ \ cursive PER we iB AD BUTTON FINGER FLOAT END = as inte GLULAM : : TYPE 1 OR 2 | LU GLULAM SILL, DRAIN HOLE SHALL NOT BE OY : UNDER NAILER, TYP. CL 8” NAILER PLAN SILL ¢ a LENSER FEW! TRUSS CONNECTION REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR 811 Fest Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT DI Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phone: 206-624.1387 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: FINGER FLOAT PORT TOWNSEND ar rere STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON NG 0 - = ENGINEERS, INC. mail@ lentiueemeom THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE FRAMING P.O. Box 1180 Phone: (360) 385-0656 Pee NCS: WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ———— ea Para SET NO Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD 98568-4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. ew ALS | DATE: APRIL 2010 F1 3 REV DATE DESCRIPTION CHECKED BY: Must SCALE: NOTED DOCK EDGING, TYP. 5 1/8” x 71/2” 1 0’-0” J 37-4” 37-4” *TIMBER DECK CSK 5/8°@ x 12” INTERIOR ELECTRICAL CONDUIT TIMBER RUB—BOARD, BOLT, CENTER ON aN 4-0 2x NAILER @ FLOAT *TIMBER aN ¢ NAILER 5 1/8” x 71/2” OUTSIDE GLULAM, TYP. OUTSIDE GLULAM AND SILL LOCATIONS, TYP. ELECTRICAL DRAWINGS ai GALV. LAG BOLT PILE HOOP STRAPPING, eK WITH. WASHER, me Naw, LZ ™ OUTSIDE GLULAM, TYP. ¢ TRUSS ¢ POLYTUB —F 1 4 . d w g HEADWALK FLOAT SECTION (2) 2 5/8"¢ a —_——— = 7 N SHEAR PLATES. 4"6 SPLIT \ | _— RING, TYP. ile “or ao fl CSK 1/2"6 GALV. ECON 1/2" POLYTUB ECON HEAD a “ SUE Wecece. 44s Wd non BOLt, TF. G&k xe RED _7 3 1/8" x 7 1/2” . SECURE OUTSIDE GLULAM, " 5 1/8”x6 TO AVOID INTERFERENCE WITH INSIDE GLULAM, TYP. CSK 5/8°@ GALV. ECONOMY SILL, & POLYTUB WITH BOLT GLULAM SILL ADJACENT FLOAT MEMBERS HEAD BOLT WITH PLATE WASHER, TYP. POLYTUB J 10 FT HEADWALK FLOAT *— BASE BID FOR FLOAT DECK IS 3x8 DOUGLAS = FIR SELECT STRUCTURAL. 4-FT FINGER FLOAT — ADDITIVE ALTERNATE 1 SUBSTITUTES 1.5”x5.5” SEA GT SIGUA) SIL 7 IPE HARDWOOD FOR FLOAT DECK. SEADWHL FLOAT SECAION 7 —~SEE GENERAL NOTES FOR ADDITIONAL DETAILS. 8’—(” 6’ o 2-8 2-8 @ FLOAT 6 3/4” x 7 1/2” ( POLYTUB 2x NAILER, RUB—BOARD OUTSIDE GLULAM 31/8" x 7 1/2” BOLT, CENTER ¢ TRUSS TYP. BEYOND Yo TYP. INSIDE GLULAM, " ON NAILER, TYP. PILE TYP. (2) 2 5/8"9 \ TIMBER* QUTSIDE GLULAM AND 5 1/8" x 7 1/2" *TIMBER DECK EXTERIOR y Dee J x LOCATIONS, TYP. OUTSIDE GLULAM, Tir. ‘\ poe PILE HOOP nd 4 ae a Sa ee aes oe } a = a Ss a any aaa a aa ——— aT 7 A TaF 7 1 ee Seu AE J am -—H— O O l ile! { RING, TYP. V ; it : = ay // © — © ” ; | I tI \/ .! . .! (2) 2 5/8"0 peat | ae | — ' | | : - SHEAR PLATES. = “yr icin aod = Li - QUTSIDE GLULAM AND. a ELECTRICAL CONDUIT coh 1/76 aly. ECON va SILL LOCATIONS, TYP. STRAPPING, SEE Y PLATE WASHER. TYP |_Z ELECTRICAL DRAWINGS SECURE OUTSIDE GLULAM, SILL, & POLYTUB WITH BOLT POLYTUB NOTE: COUNTERSUNK HOLES, WHERE SHOWN, SHALL BE OF DIAMETER AND DEPTH TO FIT BOLT AND SECTION WASHER IF APPLICABLE, PLUS 1/8—-INCH ON SECTION ALL SIDES. FILL COUNTERSUNK HOLES WITH SEALANT AS SPECIFIED IN GENERAL NOTES 8-FT MAINWALK FLOAT AFTER INSTALLING BOLT AND PRIOR TO 6-FT FINGER FLOAT DETAILS NOT SHOWN SIMILAR TO 10-FT INSTALLING DECK. DETAILS NOT SHOWN SIMILAR TO 10-FT HEADWALK FLOAT SECTION \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 4/ 2 2 / 1 0 Dr a w i n g s PORT OF PORT TOWNSEND — P.O. Box 1180 Port Townsend, WA 98368-4624 Phone: (360) 385-0656 FAX: (360) 385-3988 /PRNERD ENGINEERS, INC. 811 First Avenue, Suite 570 Seattle, Washington 98104 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineers.com REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO | TITLE: STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON aoe FLOAT SECTIONS THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE on WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE Spy Tam ALSO NOT TO BE USED IN ANY MANNER THAT WOULD - ESN BY ee peer eet CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. DRAWN BY: ALR | DATE: APRIL 2010 F1 4 REV DATE DESCRIPTION CHECKED BY: Mc] SCALE: NOTED —F 1 5 . d w g O 0 0, 6 ss © ce) ce) [zi _ A A zi fiz fz B fe BA A | ; = Qo O O -o O fe) — re) oo Oo ADJUST SPACING |__| |__| |__| \ a AS REQ’D TO AVOID ¢ HINGE - HEADWALK 1 a INTERFERENCE WITH CONTINUOUS L6x6x3/8 6’-0 __ OTHER BOLTS, TYP. _ _ [ HINGE ASSENELY _ BRACKET _ TYP. _ po i =a a sees ps we Fe aii Se ee Se Ses a = ea ae oe SE=5 ed tet ie fe, ii a 3 ES EE = — | ee | — — f —— Ti ITE — 7 TT ae TI = f° ° — ° -O ° o = o . | STANDARD Loy oy — _ r L ae ie m ms ; | | Sm: g + =F <= # ———4 4 = ue —— s CONNECTION |} Le ° o o o o 0 | PLATE, TYP. I il | SN / | | | | i | ' ! Lh | _| Li oo ° __ ° ° - _o- ° oO mal END GLULAM tT | | | | | i if BRACKET, TYP. 2 ” ” ” ” ” 3 ” ” | IN ‘cle 96748"x20 F | 96"x48"x24 a | 96°x48" x20" | ECONOMY HEAD NI |! POLYTUB | | POLYTUB | POLYTUB | BOLT, TYP. Van | | 7 | : GLULAM rr —_—--— - or = * = —— : G = | SILL, TYP. “J lo Z of lo | Fr) \ | | | rey mI } ke 7 Ke) IN i: po4 O}| | fo | o| ; | | a LLL = im a = | i [ HSS7x2x1 /4 INSIDE pt aoe : == = a 5 : > - ah / GLULAM, MPO IerT 7 | | | | | Tan | I | | | | | | DNie 96"x48"x20" iu iH | 96"x48"x24” | il 7 96"x48"x20" | OUTSIDE TNR POLYTUB : ! | POLYTUB | | | POLYTUB | GLULAM, me | I | ! | ! | | ! | : = _ o =o Oo” = ° ~ Oo <—s _ I | | | | P| | i | fe) fe) fo) ° | [ ? : 3 {-—i-— f+ —}}- t-—t-—_+-—- | _ ° eee : ° oi \ | al r I yoy I | — = — —— ] =a a Se eS a SS oe 9” (6) BOLTS SPACED RELATIVELY ~ ~ — Z 7 wus-poaro,_/” NP TYP. oy ee WERE © Wa _ (7) BOLTS SPACED RELATIVELY ( HINGE | 6-3 8’-0” MAINWALK HINGE EQUALLY AND ADJUSTED TO OTHER BOLTS AND PIPE FOR MW_B1 AVOID INTERFERENCE. WITH HINGE SEGMENTS, TYP. OTHER BOLTS AND PIPE 28'—0” HINGE SEGMENTS, TYP. PLAN | g’—5” GANGWAY SKID _ te? r-9" 4 PLATE, TYP. *TIMBER DEE TYP. L6x6x3/8 BRACKET 5/8°¢ GALV. ECON HEAD BOLT CSK BOTH ENDS, PLATE WASHER UNDER NUT, TYP. 5/8"6 x 12” CSK 3 1/8" x 7 1/2” EXTEND DECK TO PROVIDE 3/8” GAP BETWEEN GALV. LAG BOLT INSIDE GLULAM, FLOATS. PROVIDE HAND HOLES WITH COVERS / W/ WASHER, TYP. J (un ® ALLOW INSTALLATION OF HINGE ROD. a _ SUBMIT DETAIL FOR REVIEW AND APPROVAL. RUB—BOARD 5 1/8” x 71/2” OUTSIDE GLULAM, 1H Q” TYP. [K J 1/2°6 x 7” LAG not WITH WASHER, TYP. POLYTUB, TYP. G= — E SECTION NS HINGE fe ASSEMBLY I | v \ | 5/8"6 SHEAR PLATES, TYP. 5 1/8" x 6” GLULAM SILL *— BASE BID FOR FLOAT DECK IS 3x8 DOUGLAS — ADDITIVE ALTERNATE 1 SUBSTITUTES 1.5°x5.5” —SEE GENERAL NOTES FOR ADDITIONAL DETAILS. FIR SELECT STRUCTURAL. IPE HARDWOOD FOR FLOAT DECK. NOTE: COUNTERSUNK HOLES, WHERE SHOWN, SHALL BE OF DIAMETER AND DEPTH TO FIT BOLT AND WASHER IF APPLICABLE, PLUS 1/8-INCH ON ALL SIDES. FILL COUNTERSUNK HOLES WITH SEALANT AS SPECIFIED IN GENERAL NOTES AFTER INSTALLING BOLT AND PRIOR TO INSTALLING DECK. \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 4/ 2 2 / 1 0 Dr a w i n g s PORT OF PORT TOWNSEND P.O. Box 1180 Phone: (360) 385-0656 Port Townsend, WA FAX: (360) 385-3988 98368-4624 ENGINEERS, INC. 811 First Avenue, Suite 570 1D Seattle, Washington 98104 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineers.com PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. a £6 32789. .© isTes ac “er PORT OF PORT TOWNSEND BOAT HAVEN A & B REDEVELOPMENT _ LANDING FLOAT REV DATE DESCRIPTION ee =r sone =D F1 5 —F 1 6 . d w g 5 1/8” x 7 1/2” GLULAMS (BACK TO BACK), TYP. HINGE (5) ECON HEAD BOLTS SPACED RELATIVELY EQUALLY AND ADJUSTED TO MISS INTERFERENCE WITH OTHER BOLTS AND PIPE HINGE SEGMENTS, TYP. / ASSEMBLY \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 4/ 2 1 / 1 0 Dr a w i n g s PORT OF ‘PORT TOWNSEND _ P.O. Box 1180 Port Townsend, WA 98368-4624 Phone: (360) 385-0656 FAX: (360) 385-3988 PRRNEED ENGINEERS, INC. 811 First Avenue, Suite 570 Seattle, Washington 98104 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineers.com PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. q rns ied a EES : lL /[_€ 2 ESS BOE TIMBER* ~¢- , ee i O 5 1/8" x 7 1/2” DECK | _ GLULAM, TYP. L3. BRACKET | = — ———— : DECK CUT AWAY MINCE ne I) |9 a JJM / = | oO IN / UNDER TRANSPORMER J) ASSEMBLY hy — poem ip el — | [| tf Sear pay THR | uo ~ ~ ~~ ~ wh — aa sul, HPN FP V “i +} ry pa i - hee : 3/4"9 x 14” LAG = = n ; | BOLT CSK HEAD, == ' al 31/8" x 7 1/2 IN PLATE WASHER mi EDGE GLULAM, TYP. ht IN UNDER HEAD, TYP. 1 1 _ 5/8"6 x 6” LONG Dina wt GLULAM SILL LAG acne | 1/2" x 10” \| | LAG BOLT WITH q WASHER, TYP. 5/8"0 ECON HEAD » BOLT WITH WASHER | | \ fe POLYTUB UNDER NUT, TYP. SAE spy de | (72”x48"x32”) | on _ _ _ __ om RUB- BOARD, 7 5 | tt | in | 6 sean te I see | ae ol [ i [ [ 5 : - =a — — 4 = — —H = =< 4 6-3” a SECTION TIMBER DECK 3/4" ECON HEAD WITH NAILER SHEAR PLATES, CSK BOTH L3x3x5 /16 ENDS, PLATE WASHER UNDER NUT ne see (2) 5 1/8” x 7 1/2” . *— BASE BID FOR FLOAT DECK IS 3x8 DOUGLAS GLULAMS SS . — FIR SELECT STRUCTURAL. SI — ADDITIVE ALTERNATE 1 SUBSTITUTES 1.5°x5.5” N IPE HARDWOOD FOR FLOAT DECK. —SEE GENERAL NOTES FOR ADDITIONAL DETAILS. 3/4" ECON HEAD ; BOLT W/ DBL NUT, PLATE _--J STIFF. PLATE + ; WASHER UNDER NUTS, < iN CENTERED ON C9, TYP. ty Se NOTE: - a_i COUNTERSUNK HOLES, WHERE SHOWN, SHALL BE OF DIAMETER AND DEPTH TO FIT BOLT AND —4 oe 7 WASHER IF APPLICABLE, PLUS 1/8-INCH ON i ALL SIDES. FILL COUNTERSUNK HOLES WITH SHEAR PLATES 7 SEALANT AS SPECIFIED IN GENERAL NOTES AFTER INSTALLING BOLT AND PRIOR TO pe INSTALLING DECK. = a SILL REVISIONS et PORT OF PORT TOWNSEND BOAT HAVEN A & B REDEVELOPMENT TITLE: TRANSFORMER FLOAT DESIGNED BY: JUBK | PROJECT NO: 074010.01 JSHEET NO: DRAWN BY: ALR | DATE: APRIL 2010 F1 6 REV DATE DESCRIPTION CHECKED BY: MLu] SCALE: NOTED SEAL WELD 4,250"0.D. x 0.938°1.D. x 0.125°t UHMW WASHER BETWEEN HSS SEGMENTS, TYP. GLUE TQ BUSHING FOR INSTALLATION , © STIFF. W/ HINGE S.S. HINGE ROD W/ 5/16"t END PLATE W/ STIFFENER BUSHING, TYP. PLATE WASHER CENTERED 1” HOLE \ /~ PLATE, SSE TYP. i s—~—“‘<‘<“‘<‘<‘<‘isR SSS STF— §$e | — aan / | ae 3/8" HOLE FOR | ut = Te = == =i ST 5/16"8 KEEPER BOLT —— |e Pi Lee a I 7. eS a aI 4 / GLULAM, TYP. 1/4 3/4" 3/4" HINGE ASSEMBLY 31/2” / 5/16 5/16" KEEPER YZ BOLT BUSHING coxi5~_ | NS C HSS W/ HINGE u 7/8°@ HINGE ROD 1/2°t x 2” STIFF. PLATE, COPE TO MATCH PIPE HINGE END VIEW 1-8 1/4” 7" 3 SPCS @ : 3/8°t PLATE 3 3/#=11 1/4” a VARIES STANDARD CONNECTION OUTSIDE PLATE, TYP. GLULAM, TYP. MATCHING HINGE SILL ASSEMBLY \ \ STANDARD aan CONNECTION \ CIM Oni ir — PLATE, TYP. aura nie ral NY Chet i a , ‘ Ni i ae MATCHING HINGE SILL = wie ASSEMBLY. aN “Al i \ \ FRE o! th te all LN) N ( Za IN | ryTy | INSIDE | TT | GLULAM, TYP. : ! a ff} 8 / | : a L Oy yy Wy | Hepp HT |B CONDUIT, a= CONDUIT, Hy o|zZ PROVIDE HOLES IN C9, ‘|Z PROVIDE HOLES IN C9, ! | COORDINATE W/ wo COORDINATE W/ ! 2 ELECTRICAL DRAWINGS 2 ELECTRICAL DRAWINGS I | | | | | | i} | | | af toto ttt iT HO ay jf} | SS or } | | ” Fall 3/4°% ECON HEAD 3/40 ECON HEAD | | BOLT WITH WASHER | BOLT WITH WASHER UNDER NUT. TYP lan UNDER NUT, TYP. oil in | ra rom | | oH] | | Ltt | | | f— aa | ee — atl i Wo | 1 Oo oy wou fi | be ee os ——— 3/4" ECON HEAD BOLT wn / = SHEAR PLATE IN TIMBER AGAINST Ott - ae STANDARD CONNECTION PLATE att — AND WASHER UNDER NUT, TYP. 3/4” ECON HEAD BOLT WITH SHEAR PLATE IN TIMBER AGAINST STANDARD CONNECTION PLATE AND WASHER UNDER NUT, TYP. WELD NOTE: ALL WELDS SHALL BE 5/16” FILLET, ALL AROUND, OR EQUIVALENT BEVEL U.N.O. ¢ GL U L A M ¢ BO L T _~ “L e ~~ “~ “S e “M be 6” \\_HOLE FOR 3/4" BOLT, TYP. 2 5/8" SHEAR PLATE IN TIMBER, BEHIND PLATE ON OUTSIDE GLULAMS ONLY (NO SHEAR PLATES IN INSIDE GLULAMS), TYP. STANDARD CONNECTION PLATE \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — F 1 7 . d w g 4/ 2 2 / 1 0 Dr a w i n g s “PORT OF Ea PORT TOWNSEND — P.O. Box 1180 Port Townsend, WA 98368-4624 Phone: (360) 385-0656 FAX: (360) 385-3988 ENGINEERS, INC. 811 First Avenue, Suite 570 Seattle, Washington 98104 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineers.com PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY REVISIONS PROJECT: PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. BOAT HAVEN A & B REDEVELOPMENT 52789. <9 ms HEADWALK AND MAINWALK HINGE DESIGNED BY: JBK | PROJECT NO: DRAWN BY: ALR | DATE: DESCRIPTION APRIL 2010 CHECKED BY: Mul | SCALE: F17 ‘Jvos FW CSLON ‘A@_ 303HO NOWdIyOS3A ava =| AW’ 8 LS Ol0z dv ‘ava | uv ‘AG NMVUC (ON LaaHs| 10°010%Z0 (ON LO3POud | yar ‘AG G3NDISSC SAONIH WIVMNIVW OL LVO1d YAONIS TU INAINdO 1SAS50S4 © 8 V NSAVH LVOd GNASNMOL LYOd AO LeOd *LOSfOUd SNOISISY als; 5 6glze_e ‘GNd OL AILOSHIGN! 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SHUne Droted, CoCnuie 1/2” MAX UHMW NAILER, TYP. 31/2” NON SLIP SURFACE PER GENERAL NOTES WITH ELECTRICAL DRAWINGS FOR AT HINGE , LOCATION. PROVIDE (8) 3 1/2°6 CONNECTION 1/46 CSK. CARRIAGE BOLT, 3/4" BOLT W/ DBL TIMBER 3/4°6 BOLT W/ DBL TIMBER HOLES IN C9, L6 AND GLULAM. TYP. SPACED APPROX. EQUAL NUT AND WASHERS DECK NUT AND WASHERS UNDER DECK See eee EBOVAL AND MISS HINGE PIPES (6 PER / UNDER HEAD AND NUT, / MERU WH NEI, Tv | i HEADWALK, 5 PER MAINWALK) TYP, i Py = | PY) zB * " = | |_| /\ oo (o\ (0) lo) lo) / (o\ (0) lo) (0) tL 7 J _ L6x6x3/8 | | L6x6x3/8 NF NZ NZ NY ! )——! / BRACKET | a a | ——a | BRACKET VA oo = oes ee Ff a P ay | ee ee = a FINGER FLOAT / 7 MAINWALK / ee i A axl 7, GLULAM MAINWALK FLOAT GLULAM —4 oa COANECTION I | STANDARD 4 | FLOAT | aATE a tf i a CONNECTION | ! LL, So + | vA UD PLATE COx15, as / / GLULAM—TO-SILL a © HINGE | NOTE: - CONNECTION BOLT A 1/2” POLYTUB BOLT GLULAM—TO-SILL 74 *IF ADDITIVE ALTERNATE 1 IS . POLYTUB WITH WASHERS, CONNECTION BOLT POLYTUB | AWARDED, BOLT SPACING SHALL BE \ LOCATION VARIES, TYP. MODIFIED. CONTRACTOR TO SS MAINWALK TO HEADWALK COORDINATE WITH ENGINEER. FINGER FLOAT HINGE HINGE ELEVATION ELEVATION NOTE: DETAILS NOT SHOWN SIMILAR TO FINGER FLOAT HINGE ELEVATION NOTE: FINGER FLOAT SILL NOT SHOWN FOR CLARITY HOLE FOR 0.125” 9 316 S.S. 6” 3/8” MIN. COTTER PIN @ EACH END RUBBER BUSHING, CHAMFER 1/2” MAX _ ENDS 1/8” AS SHOWN AT HINGE 1/4"0 CSK. CARRIAGE BOLT, \ La CONNECTION TYP. SPACED APPROX. EQUAL 4.25” 0.D. x 1.00” |.D. x 0.50"t * i. =| » » 2 1/2"x3/4"t AND MISS HINGE PIPES (6 PER th * — | 1.50 0.D. x 0.938 1.D. UHMW SLEEVE. TIMBER HEADWALK, 5 PER MAINWALK URMOT, WASHER @ EACH END 7 x RUBBER BUSHING TO BE BORED 10 TECK Ea ACHIEVE A TIGHT, PRESSED-FIT 4.25” 0.D. x 1.00” 1.D. x 0.125"t BETWEEN UHMW SLEEVE & BUSHING UHMW R WASHER BETWEEN FIRST TWO OUTSIDE PIPE SEGMENTS, EACH END | HINGE BUSHING (o\lo\lo\lo? (o\lo\lo\lo? st ** SIZE FOR SNUG FIT. FZ VF VY NY oe SH S47 &wY KA tn \ 7/8" 316 S.S. ROD. 2” OF MAINWALK a / \\ wana OR EACH END TO BE THREADED NOTE: HEADWALK FLOAT — = == HEADWALK FLOAT ETT ND Dae Eo WELD ALL JOINTS WITH 5/16” FILLET GLULAM o — GLULAM WELD ALL AROUND OR EQUIVALENT Ve Wid MESS OREN NOD snes th aN 2apat conus same tL. PLATE, TYP. / WITH ELECTRICAL DRAWINGS SILL, TYP. | C9x15, TYP. FOR LOCATION. PROVIDE 3 1/26 | Ty HOLES IN C9. (7) ON HEADWALK, @ HINGE (6) ON MAINWALK. SUBMIT SHOP ~ DRAWINGS FOR APPROVAL 316 S.S. NYLOCK NUT W/ 316 SS. WASHER @ EACH END OF ROD MAINWALK AND HEADWALK FINGER FLOAT NOTE: DETAILS NOT SHOWN SIMILAR TO FINGER FLOAT HINGE ELEVATION NOTE: COTTER PINS NOT SHOWN FOR CLARITY REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY leaf sora PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR . . as 811 First Avenue, Suite 570 | THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF Pp IN iD Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phanes Sieur CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TLE: PORT TOWNSEND api STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON HINGE DETAILS o-— — = ENGINEERS, INC. | suai@padengineers.com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE j P.O. Box 1180 Phone: (360) 385-0656 WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE SEEIGNED BV: 4 a74010 07 [SHEET NO: Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD BY: _ ByEos toes CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. | — een =~ a re F4 9 : Li : 4/ 2 1 / 1 0 \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 - F 2 0 . d w g Dr a w i n g s (15) LINER BOLTS, EQUALLY SPACE HOOP & It’s, SYMM ABOUT PERIMETER PLATE BENT HOOP PLATE W/ 3/8”tx5” STIFF. HOOP & ’S, SYMM ABOUT L5x5 STIFF. TRIM FLUSH WITH PERIMETER PLATE, TYP. WELD NOTE: UNLESS OTHERWISE NOTED. ALL WELDS SHALL BE 5/16” FILLET, ALL AROUND, OR EQUIVALENT BEVEL PILE HOOP LINER PILE DIAMETER UHMW LINER INSIDE DIAMETER 12 3/4° 16” 16” 20” PLATE GLULAM 3/4°t UHMW HOOP LINER, 1/4” CHAMFER AS “om \ N t : \ UHMW LINER & BOLTS 3/8"t x 5” PLATE PLATE, TYP. pe > STIFFENER, TYP. DIAMOND PLATE Wh L5x5 STIFF. (19) LINER BOLTS, , NS, TRIM FLUSH WITH EQUALLY SPACE 2’-0" R i eC PERIMETER PLATE, I oN TYP. v0" R : ‘- TYP, : \A CLEAT, TYP. ot Ve ly Hie i STANDARD UHMW RUBSTRIP, ML] fo yp al IL] fo SLATE TP = a CHAMFER ENDS 3/8” r= “ ao ‘ | | 4 (- BASE PLATE“ , Z | 1 | ! OUTSIDE GLULAM Ca © RUB—BOARD WITH ro ro ro. : SHOWN DASHED FOR—“ + — i+ ACCESS HOLES, LA KS Lt” REFERENCE, TYP. [ 7-- 4 SHOWN DASHED FOR a, 4 ro. a, L REFERENCE, TYP. = 4 i ; by Fo Fo ro = 3/4"8 ECON HEAD | /4 | -_ a | BOLT WITH SHEAR 4-4 L- = | FA Eo PLATE SHOWN DASHED L | P| Ls lh | i | F==} FOR REFERENCE, TYP, J \ tt L LA JA \ tt rtp~—t 3/46 BOLT SHOWN evar CUP. DASHED FOR NPNA REFERENCE, TYP. A : 0" - TYPE 2 TYPE 3 TYPE 1 DETAILS NOT SHOWN SIMILAR TO TYPE 1 FINGER DETAILS NOT SHOWN SIMILAR TO TYPE 1 FINGER FINGER FLOAT END FLOAT END. FLOAT END. CLEAT WITH BOLTS, DBL NUT AND WASHER 7 = PILE HOOP TYP. i BF LINER TIMBER 7 | DECK 7 ft Eq] — oo 1H DIAMOND) PLATE UA AY 5/16 DIMENSION TO 7 | LINER BOLT eat 5/16 MATCH TOP OF DECK 4 L | Sas nos Ks eee es 10 | es } ; Sz 8 mM 2» to fee= 4 ole! 0" 0 é N UHM wn 6"x1 1/2°t UHMW RUBSTRIP, , 4 RUBSTRIP tu 7 ~~ CHAMFER 3/8” AS SHOWN of ON 3 j < O O O O : oO OO WA | O } yo \ /6 - \ - —<X CP - | _ 3/8"t BASE 3/8't PERIMETER ‘= 5/16 L5x5x3/8 PLATE PLATE \ PERIMETER BASE. PLATE PLRIE pie STANDARD CONNECTION eTANDARD BPI SECTION A-A CONNECTION SECTION B-B Pe t Pe Pe eT Ee Lt b t i ti t — 3 3/8”"t BENT P 3/8°@ S.S. LINER BOLT WITH WASHER AND S.S. 4 PRONG T—NUT, CSK 3/8” AS SHOWN PILE HOOP LINER PORT OF P.O. Box 1180 Port Townsend, WA 98368-4624 PORT TOWNSEND — Phone: (360) 385-0656 FAX: (360) 385-3988 ENGINEERS, INC. 811 First Avenue, Suite 570 Seattle, Washington 98104 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineers.com PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. — ™“ PORT OF PORT TOWNSEND BOAT HAVEN A & B REDEVELOPMENT TITLE: im FINGER FLOAT END TYPES Won © DESIGNED BY: JBK | PROJECT NO: 074010.01 JSHEET NO: REV DATE DESCRIPTION oreoRED GY = SOA ae F20 7 —(j" { ” \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — F 2 1 . d w g 4/ 2 0 / 1 0 Dr a w i n g s \ - a a TYP. GLULAM—TO-SILL CONNECTION | RUB-—BOARD 3/46 ECON HEAD BOLT i —6 3 BOLT WITH SHEAR PLATES . el WITH WASHER UNDER NUT TYP. TYP. BETWEEN GLULAMS AND PLATE | i | AND SHEAR PLATE IN TIMBER WASHER, REQ’D AT ALL 4 No O O | AGAINST STEEL PLATE, TYP. B BOLTS AROUND INTERIOR — | PILE HOOP, TYP. NOTE: WELD ALL JOINTS WITH 5/16” FILLET | WELD ALL AROUND OR EQUIVALENT | ta: BEVEL WELD UNLESS OTHERWISE NOTED. | mm ~ ! 7 3/8"tx6” SIDE oie eal PLATE, TYP. \|— oo. le UP (8) LINER YO +> ” co! | PLATE GLULAM 4 LONGITUDINAL , LONGITUDINAL ; at — Ap On LINER GLULAM | 2.3/4" GLULAN 2 3/4" [ nh 1” 3/4"6 ECON \ TYP. HEAD BOLT, TYP. \ a SILL, TYP. | ah = | \_ PLATE. STIFF. W | nip - 7 | BELOW, TYP. : cu - A ; L6x6 _ —_——— “GF ° WY = | STIFF. PLATES a 7 FRG dq DIA. VARIES NO | Hi mii SEE SCHEDULE BELOW, TYP. Ww i A u / f i : rr 13/16” SHORT | LEND -4xty3/a” | _ hot ————— — SE HOOP SLOT, TYP. | | ' 1/2”tx5” LINER i = 7 AIK PLATE = SILL, TYP _ C6 = END GLULAM \ oe BOLT WITH | WASHERS AND | —— | SHEAR PLATE, TYP. (8) LINER — oO || 0. ge lg ON ee / | | NY a |. _ PILE HOOP LINER I~ von / — — Ve — PILE DIAMETER | UHMW LINER INSIDE DIAMETER | OUTSIDE GLULAM Lb CSK ECON 12 3/4" : POLYTUB BOLT, \\ OUTSIDE B BOLT HEAD, TYP. / a cai, DECKING NOT SHOWN THIS VIEW ated “ - TYP. FOR CLARITY PLAN PLAN DECK 3/4"¢ BOLT WITH SHEAR PLATE AND ~ TOP PLATE PILE HOOP WASHERS LINER PILE HOOP DECK C6x10.5 NER : L6x6x3/8 J KN Si 1/4 \\ INSIDE | ol di ath 74 = fF a J | GLULAM | LN y Ee Leeelt AN Wy ” a a ee as | 1 = oAO2 | - wa Hp Y 3/4’ @ ECON See == a a le I 82Ro i= Sia HEAD BOLT \ a : in Bolwell = omen YO +p ea elt oe s | } z= STIFF. PLATE Th h \ = aw 5 3 iss 2895 anus . INO (aA te Sk \ Rah Cy - - OUTSIDE 5/16 | _ \ \\ \ \ 7 GLULAM 5/16" \ \\ \ \ 7 th mn _ \ \\ \ 3/8 NP. K POLYTUB ~ AS se PLATE, \. 37s" STIFF. \_3/8"tx6" = 3/4°@ POLYTUB BOLT | TYP. PLATES STIFF. PLATE WITH een ELUATE — SECTION A-A SILL LOCATION VARIES, TYP. SECTION B-B (CONNECTION TO OUTSIDE GLULAM) INTERIOR PILE HOOP REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR - / 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF _ Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phone: 206-624-1387 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: PORT TOWNSEND Fase BV-5A-1988 STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON 3 PILE HOOPS = = ENGINEERS,INC. | jait@pndengineers.com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE Ns HEADWALK & MAINWALK P.O. Box 1180 Phone: (360) 385-0656 ——— WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE Soe ST aaa Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER. THAT WOULD O DESIGNED BY: JBK | PROJECT NO: 074010.01 : 9B 5O5— 46.24 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. seins all ALR | DATE: =_——— F211 REV DATE DESCRIPTION CHECKED BY: Mus | SCALE: NOTED 4/ 2 1 / 1 0 OUTSIDE —F 2 2 . d w g \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 peo GLULAM SCREW DECK PER RUB-—BOARD Wa fo gil) GENERAL NOTES | END ¢ BOLTS _ aan 1-0” 4’-0” 0.C. NOTE: aaa 7 iF = , ” a MAX. ~ STAGGER BOLTS TO PROVIDE op eT ae 6” MINIMUM CLEARANCE TO —— = #3 1/2" | J uke Weer GLULAM—TO-SILL CONNECTION =o a 1/8" TYP. BOLTS. ae fe) — <a TYP ES a| | - -@)- © INTERIOR = oO ae a ee ZL PILE HOOP” N\ | Bee eS SS he 2 KAA TP ©) ©~ 1/2" xB” LAG BOLT w/ A ines = — = ! NAP ERK [\ i (SK HOLE TO PROVIDE i ts on FOR FLUSH ; o> 4 1/2” CLR TO BOLT HEAD = ROY IN FIT / * SCREWS AT | RRR IF ADDITIVE ALTERNATE 1 IS AWARDED, INTERIOR PILE | — — J; oY BOLT SPACING SHALL BE MODIFIED. RUB-BOARD 1/2” CHAMFER HOOP LOCATIONS ——— ee | #é 1.5°x5.5” IPE CONTRACTOR TO COORDINATE WITH TOP AND BOTTOM a \, evecrricaL ACCESS ENGINEER. OUTSIDE FACE — | [| 2” PLATE, CENTER ON aa ( TYP. DECK BOARDS 1/4" CUP _ 1’—8" _, NOTE: LS re Te a ae ue _—. ( FASTENER REQUIREMENTS =~ LOCATION PER FLOAT PLANS. | _ =v ADDITIVE ALTERNATE 1 ‘n ° _—— Se uy DECK BOARD PROFILE S S pK 1/2"t FIBERGRATE = >) STRINGER Else | TEBOR PLATE 1"@ FINGER HOLE RUB-BOARD DECK EACH STRINGER IWAN \. 1/410 HOLE, osK To ache ATTACHMENT 24/2” ” FLUSH FIT OF FLATHEAD S.S. TYP. TYP. SCREW HEADS, (4) TYP. stanDARD ELECTRICAL ACCESS PLATE NAILER PLATE WITH CONNECTION ; PLATE, TYP. » 3/8”0 ECON HEAD 12” STEEL cA THRU NAILER s/a*: TRUSS END STANDARD CLEAT \ CENTERLINE, SPACED / CONNECTION DOCK om TIMBER DECK AS SHOWN IN PLAN PLATE, TYP. PLATE, TYP. EDGING ‘i; VIEW ON F13, TYP. fr La... TIMBER , TIMBER NAILER, TRUSS END \ wn TYP. f/f J | | TYP. on J RUB—BOARD i GLULAM = i 7 ; \ . _ —— x s 1 n r i i => — \ == ; 7 ; : = j \ si-—— Pot tt | CLEAT BOLT WITH ere L jt. ee «~_HSS2 1/2x1 1/2 iy = i] 0 TT raticg a PLATE WASHER \ \ . Va TRUSS WEBS, TYP. \ \ / 0 AND DBL NUT seme \ \ Vf & f ‘/ SECTION Ye _J z Fe WL =| <\ \ \\ is = A = = TYPICAL CLEAT u el T \ Bing 5"x3"x! /4"t ; \ \ 3/4” \ \ /, / NAILER PLATE, TYP. oe nee ao \ \ [ \ \ \ \ BOLT, CSK. WITH "SER DECK | - ne. 1 1/2"x3/8"0 PLATE WASHER \ [ oe __ , | | | | —_— -_ \ _ \ — COUNTERSUNK afl 7 OLULAN ar TX i HOLE, SEALANT oo 5"x3"x1 /4’t NAILER i\ os \ asso /4 HOLES FOR 3/49 BOLTS TRUSS — Soa i EVERY LOCATION i\h 2-9 TRUSS CHORD, TYP. SPACED TO MATCH OTHER HSS WEB, TYP. NAILER Ur ¢ ¢ STANDARD CONNECTION ; he SZ ssuear PLATE, TYP. 3/8'6 ECON HEAD IF. SI. —-}-p =] PLATE, TIP. BOLT THRU NAILER a CENTERLINE, TYP. 6-FT FINGER FLOAT 4-FT FINGER FLOAT SECHGr sis nes FOR Sarai err FINGER GLULAM TO SILL FLOAT TRUSS ENDS. CONNECTION REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR - / 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT PORT OF a 506.604 a CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO WILE PORT TOWNSEND Pare: IG KIA 1388 STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON FLOAT DETAILS o- ~~ ENGINEERS, INC. | jmil@pndengineers.com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE P.O. Box 1180 Phone: (360) 385-0656 Padengineess. WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE SESIONED BY KT PROIECT NO 074010.01 [SHEET No: Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD : cali CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. =e SN DRAWN El Ah a en F22 CHECKED BY: Mut ; Dr a w i n g s A / \ GANGWAY B - DBL W14x53 / 4" a - x 1/2"t STIFF. =? In ain ere a | _ als | Zin Zz / \ 7 ‘ =! \ a Pa Sa7 | SOS N /\— PILE, TYP. Lae B aw aay N\_ GANGWAY LUG a \ _# CANCWAY PLAN A-B APPROACH PIER oa ¢ LUG ¢ LUG qc © PILE DISTANCE TO MATCH © PILE GANGWAY LUG SPACING nora ¢ PIER ¢ GANGWAY G STIFF. Va GANGWAY EQUAL EQUAL LUG, TYP. NJ Lo 7 = NA a NN /2"t STIFFENER, TYP. PILE CAP PILE, TYP. ive. SECTION A-A 1"t_ GANGWAY LUG PLATE PILE CAP 1/2 HP TO\ 3/8 i HP, TYP.“ 3/8 a | PILE i poet] / HANDRAIL KEEPER PLATE 3/4"0 x 4” SHEAR STUD AT 8” O.C. CENTERED ON HP WEB, TYP. 1/2”t STIFF. UTILITY NOTCH, BEYOND CONCRETE APPROX. EXISTING GROUND LINE / PLATE, TYP. [ SLAB J ) Fa} ay “A os J i 4 -————__ RETAINING WALL SEE CIVIL DRAWINGS SECTION B-B \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — S 1 . d w g 4/ 2 2 / 1 0 Dr a w i n g s PORT OF PORT TOWNSEND | P.O. Box 11780 Port Townsend, WA 98368-4624 Phone: (360) 385-0656 FAX: (360) 385-3988 ENGINEERS, INC. 811 First Avenue, Suite 570 Seattle, Washington 98104 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineers.com PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. REVISIONS me PORT OF PORT TOWNSEND BOAT HAVEN A & B REDEVELOPMENT A-B APPROACH PIER DATE DESCRIPTION ant a nl ar a S1 4/ 2 2 / 1 0 Dr a w i n g s —S 2 . d w g \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 2” GAP, TYP. — GANGWAY ™ NS CONCRETE SLAB GANGWAY HANDRAIL EXTENSION, TYP. | OF P= L_ | | | | | r ar | E >I MITER CORNERS AND WELD FLAT BAR TOP RAIL PICKET, TYP. HANDRAIL PLAN CONTRACTOR AND MANUFACTURER TO VERIFY TRANSITION TO GANGWAY HAS NO OPENINGS GREATER THAN 4” AFTER INSTALLATION 2”x 5/16°t FLAT BAR CROSS BRACE | WELD TO PICKETS C12x25 CENTERED UNDER PIPE PICKETS FRONT FACE OF THE RAIL, TYP. PIPE PICKETS TO BE LOCATED NEAR Va Ti ie J CONCRETE SLAB on y ) Oo >> > o; } m [ PILE CAP SECTION A-A fie RAIL = a i a ———————— ine 5/16” BAR HSS 1.315x0.133"t J PIPE PICKET, TYP. 4” CONCRETE SLAB MAxl Va vA ee ee ee | _|L [Pe FLAT BAR ial Fan Zz + + . a + + ° /——— ; ? 1-3" TYP. 5” | TYP. @ HOLE @ HOLE ¢ ¢ HANDRAIL FRONT VIEW HANDRAIL mm i | | | ~ PLATE Lp \ CAP, TYP.“ 5/16 _ 11/2" 1/2°t END ~ s “ PLATE \ [NU = pe FLATBAR b J Bis i or ° || \| e= = ‘\ VN} | _ la NIN | to | > I I , P|? I I | an 3/8"6 BOLT I Tl . AND NUT, TYP. i} JL ILLS he ie 12"x1/2"t / | 3/8" BOLT HOLE, TYP. PLATE | LOCATE WHERE REQ’D, MIN. 4 PER END PLATE PLATE TO CAP, We.» 5/16 TYP. SECTION B-B 3/8” CARRIAGE BOLT 11/2°x 7 1/4” IPE HARDWOOD TOP RAIL. 4 > pa a) CHAMFER TOP EDGES 1/2” — | 1” | 6"x5/16"t BAR FOR TYP. HANDRAIL PICKET, TYP. ° ne) CONCRETE p SLAB ag ‘e) a xr : | oO =: oo =| | a Z ‘to o : (= = \ RETAINING PICKET TO\ 5/16 \ WALL FLAT BAR” 5/16 | \_ GALVANIZED 11"x1/4"t | 6"x3/8"¢ SIMPSON FLAT BAR TITEN HD ANCHOR, TYP. HANDRAIL SECTION PORT OF PORT TOWNSEND — P.O. Box 1180 Port Townsend, WA 98368-4624 Phone: (360) 385-0656 FAX: (360) 385-3988 PRRNEED ENGINEERS, INC. 811 First Avenue, Suite 570 Seattle, Washington 98104 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineers.com PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. REVISIONS PROJECT: PORT OF PORT TOWNSEND BOAT HAVEN A & B REDEVELOPMENT TITLE: 2 A-B APPROACH PIER DETAILS K Po 32789 e0 GisTe S/0 DESIGNED BY: JBK | PROJECT NO: 074010.01 JSHEET NO: DRAWN BY: ALR | DATE: APRIL 2010 S2 REV DATE DESCRIPTION CHECKED BY: MLM SCALE: NOTED 10 Sr a w n g e \ 20 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — S 3 . d w g 4/ 2 1 PORT OF #& PORT TOWNSEND P.O. Box 1180 Phone: (360) 385-0656 Port Townsend, WA FAX: (360) 385-3988 98368-4624 ENGINEERS, INC. 811 First Avenue, Suite 570 Seattle, Washington 98104 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineers.com PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. PILE SCHEDULE PILE SCHEDULE Float No. | Pile Diameter | Wall Thickness | Pile | Supply Length Float No. | Pile Diameter | Wall Thickness | Pile | Supply Length /Pile No. (inches) (inches) Tip (feet) /Pile No. (inches) (inches) Tip (feet) Al B2 A1-1 12.75 0.50 Shoe 60 B2-1 12.75 0.50 Shoe 65 M-2 12.75 0.50 Shoe 60 B2-2 12.75 0.50 Shoe 65 M3 12.75 0.50 Shoe 60 B2-3 12.75 0.50 Shoe 65 Ai-4 12.75 0.50 Shoe 60 B2-—4 12.75 0.50 Shoe 65 PILE BIRD CAP M—5 12.75 0.50 Shoe 60 B2-5 12.75 0.50 Shoe 65 a Tate ay, \ M-6 12.75 0.50 Shoe 60 B2-6 12.75 0.50 Shoe 65 TOP OF PILE A2 B2-7 12.75 0.50 | Shoe 65 | 7) / SEE TYPICAL A2-1 12.75 0.50 Shoe 60 B2-8 12.75 0.50 Shoe 65 Wi | Wei DEL Ag 12.75 0.50 Shoe 60 B2-9 12.75 0.50 Shoe 65 | A2-3 12.75 0.50 Shoe 60 B2-10 12.75 0.50 Shoe 65 | A2—4 12.75 0.50 Shoe 60 B2-11 12.75 0.50 Shoe 65 : | P| || A2-5 12.75 0.50 Shoe 60 B2-12 12.75 0.50 Shoe 65 et | mal A2-6 12.75 0.50 Shoe 60 B2-13 12.75 0.50 Shoe 65 —~<S WK <a > A2—7 12.75 0.50 Shoe 60 B2-14 12.75 0.50 Shoe 65 | A3 B2-15 12.75 0.50 Shoe 65 FL 0.0 (MLW) sd A3-1 12.75 0.50 Shoe 60 B3 = PILE SPLICE A3-2 12.75 0.50 Shoe 60 B3-1 16.00 0.50 Shoe 70 NOTE: A3-3 12.75 0.50 Shoe 60 B3-2 16.00 0.50 Shoe 70 PILE SPLICE DETAIL TO BE USED FOR A3-4 12.75 0.50 Shoe 60 B3-3 16.00 0.50 Shoe 70 ALL PIPE SPLICES. A3-5 12.75 0.50 Shoe 60 B3-4 16.00 0.50 Shoe 70 <> A3-6 12.75 0.50 Shoe 60 B3-5 16.00 0.50 Shoe 70 m~< A3-7 12.75 0.50 Shoe 60 B3-6 16.00 0.50 Shoe 70 | A4 B3-7 16.00 0.50 Shoe 70 EXISTING GROUND | A4—1 12.75 0.50 Shoe 60 B3-8 16.00 0.50 Shoe 70 \ A4—2 12.75 0.50 | Shoe 60 B3-9 16.00 0.50 | Shoe 70 7 KARA WARK A4—3 12.75 0.50 Shoe 60 B3-10 16.00 0.50 Shoe 70 A4—4 12.75 0.50 Shoe 60 B3-11 16.00 0.50 Shoe 70 - A4—5 16.00 0.50 Shoe 65 B3-12 16.00 0.50 Shoe 70 aes 3/16" PL. BACKUP RING, Tr A4—6 16.00 0.50 Shoe 65 B3-13 16.00 0.50 Shoe 70 Li | CURVED FOR TIGHT FIT -_ A4—7 16.00 0.50 | Shoe 65 B3-14 16.00 0.50 | Shoe 70 RS TO BASE METAL NOx A4—8 16.00 0.50 Shoe 65 HEADWALK | AV 45 TYP. A4—9 16.00 0.50 Shoe 65 HW-1 12.75 0.50 Shoe 60 A4—-10 16.00 0.50 Shoe 65 HW-2 12.75 0.50 Shoe 60 1/4" ROOT - A4—11 16.00 0.50 Shoe 65 HW-3 12.75 0.50 Shoe 60 A4-12 16.00 0.50 Shoe 65 HW-4 12.75 0.50 Shoe 60 APF INSIDE FLANGED bet Bi HW-5 16.00 0.50 Shoe 60 CUTTING SHOE, INSTALL Bi-1 12.75 0.50 Shoe 60 APPROACH PIER PER MANUFACTURER'S B1-2 12.75 0.50 Shoe 60 AP=1 12.75 0.50 Shoe 40 —eeenlleles TYPICAL Bi-3 12.795 0.50 Shoe 60 AP—2 12.75 0.50 Shoe 40 PILE SPLICE WELD B1-4 12.75 0.50 Shoe 60 NOTES: ass 1) ALL PILE LENGTHS INCLUDE UP TO 1—FOOT FOR CUTOFF. — oe = = = } APPROACH PIER PILES SHALL BE DRIVEN TO PILE ULTIMATE CAPACITY OF 50 FLOAT PILE KIPS. F.S. 2.0 HAS BEEN USED TO CALCULATE PILE ULTIMATE CAPACITY. B1-7 12.75 0.50 Shoe 60 REVISIONS m PORT OF PORT TOWNSEND BOAT HAVEN A & B REDEVELOPMENT TITLE: PILE SCHEDULE AND DETAILS DESIGNED BY: UBK | PROJECT NO: 074010.01 JSHEET NO: DRAWN BY: ALR | DATE: APRIL 2010 S 3 REV DATE DESCRIPTION CHECKED BY: Mu4] SCALE: NOTED A LIGHT, TYP. WEB, COORDINATE WITH TYP. ELECTRICAL DRAWINGS 80° GANGWAY r Y YIN EXTEND HANDRAIL & RETURN TO INTERIOR OF END WEB W/ 90° ELBOW R6” AVAvAVAVAVAVAVAVAVAV AY AV AN AWAY a UNISTRUT f WZ EL. 412.0 EHW) Al ial cE a A ey = Ea TYP. 4 = / LANDING FLOAT | —— A WEL. +8.6" MHHW FLOAT SUPPORT, _/ = SEE DETAIL iPRON. v EL. 0.0’ (MLLW) EXISTING TL GROUNDLINE 7 WRI RE v__EL. —4.5 (ELW) ————_ / VLA —_ — =a =I : TEE . pe = EL LANDING FILOAT | 3’_¢” 5’-0” TOP CHORD GUARDRAIL BARRIER, TERMINATE ON END WEBS, TYP. TOP CHORD J \ \ / / \ \é WEB, TYP / / ~~ 7A aA y \ 7 f— / \ \ 7 / \ ]/ [ } \ \ / NON-SKID TRANSITION PLATE W/ UHMW NOSING APPROACH PIER \ \ 4 \__/ \ | | 2’-0” \ \ / / 4 [ \ \H/ J \ NON-SKID TRANSITION PLATE W/ UHMW NOSING \ \ /- BOTTOM CHORD 12 \ ZL MANUFACTURER TO ROWE A DETAIL FOR GANGWAY ATTACHMENT TO MOUNT \ \ ae BOTTOM CHORD APPROACH PIER SUPPORT FLOAT SUPPORT PERFORMANCE CRITERIA Gangway is design build by vendor to meet the following requirements. APPLICABLE CODES All local codes plus the Applicable Codes and Standards found in the General Notes. DESIGN CRITERIA Dead Loads — All Utility Load - 50 Ib/ft. Live Load — Uniform 100 psf Wind Load — 85 mph MATERIALS AND CONSTRUCTION All material and construction shall conform to the specifications and the following: STRUCTURAL STEEL ASTM A36 galvanized ALUMINUM Aluminum for gangway shall conform to 6061—T6 unless otherwise noted. Aluminum pipe for rails shall be 6063—T6. Modification to the gangway as detailed shall conform to the latest revisions of the Aluminum Design Manual and all applicable standards as set forth by the Aluminum Association. Edges shall be cut true, smooth and free of burrs. Flame cutting is not permitted. Holes for bolts shall be drilled or punched. Corner edges shall be ground smooth. Weld spatter and flash marks shall be removed and ground smooth. Mill stamps and markings shall be removed from all exposed surfaces. No finish is required on aluminum surfaces. ALUMINUM_WELDING Per AWS D1.2. All welders shall be qualified per AWS for the type of welding anticipated. BOLTS All bolts shall be ASTM A325, hot-dip galvanized unless otherwise noted. Washers shall be used under both head and nut of all bolts. GALVANIZING All steel and hardware shall be hot—dipped galvanized per ASTM A123 or A153 after fabrication unless otherwise noted. DISSIMILAR ISOLATION Isolation washers & bushings shall be used between dissimilar metals. DECK Fiberglass grating shall be Fibergrate 11210 — 1—inch as manufactured by Fibergrate or Engineer approved equal. Color shall be GR-5. Assembled panels shall have a permanently bonded heavy grit, baked epoxy, anti—skid surface. Attach to floor supports using panel insert clip hold—downs and connectors per Manufacturer's recommendations. 5’-0” CLEAR TOP CHORD, GUARDRAIL 7 YP. HANDRAIL, EXTEND TO BARRIER WEB, TYP. A LIMITS OF TRANSITION LIGHT FIXTURE, PLATE ar SEE ELECTRICAL | UY 4 DRAWINGS <; [ 4 1/2” 0.C. p——- ~—eP, 4’ — 6 ” 2- 1 Q” DECK ~ P / a ELECTRICAL Ty 7 7 Oo | CONDUIT — 7% BOTTOM HORD, uisteut-/~ COCEO wP SECTION A-A a Dr a w i n g s \ 2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — S 4 . d w g 4/ 2 2 / 1 0 ~~ PORT OF ae PORT TOWNSEND _ P.O. Box 1180 Phone: (360) 385-0656 Port Townsend, WA FAX: (360) 385-3988 98368-4624 REVISIONS PROECT: PORT OF PORT TOWNSEND PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR BOAT HAVEN A & B REDEVELOPMENT 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE P i) Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phone: 206-624-1387 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: is BOGCOA ABER STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON GANGWAY ENGINEERS, INC. THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE alle padengincems.comn WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE SHEET NO: ALSO NOT TO BE USED IN ANY MANNER THAT WOULD DESIGNED BY: vBK | PROUECT NO: 074010.01 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. DRAWN BY: ALR | DATE: APRIL_2010 S4 REV DATE DESCRIPTION CHECKED BY: MUA SCALE: NOTED MECHANICAL SYSTEMS NOTES FIRE SYSTEM DESIGN CRITERIA Class | Manual Dry Standpipe System 500 gpm to the most remote hose connection 2950 gpm each to the next three remote hose connections 1250 gpm maximum at the fire department inlet connection POTABLE WATER DESIGN CRITERIA 5 gpm, 40 psi minimum at each hose bibb, for one-sixth of all slips at any given time. APPLICABLE CODES All local codes plus most recent edition of the following codes are applicable to this project: 1. City of Port Townsend Standards International Fire Code International Plumbing Code NFPA 10, 14, 303 and 307 AWWA C901 ASTM Specifications Po Ca ae De bo MATERIALS AND CONSTRUCTION HDPE PIPE AND FITTINGS High density polyethylene pipe (HDPE) shall conform to ASTM D3350. All HDPE pipe shall be installed to accommodate thermal expansion and contraction. The pipe shall be fused by an individual certified by the pipe supplier or fusion machine manufacturer. Installers shall be prepared to show certification when requested by Owner. All pipes shall have fusion welded or flanged joints according to ASTM D3261. All fusion welding of pipe shall be done in accordance with manufacturer's recommendations. Fused joints shall exhibit small, smooth, well-rounded joint beads. Joints with sharp edged, irregular or particularly large beads will be rejected and replaced at Contractor's expense. FLEX HOSES Flexible hose and fittings at gangways shall meet the same pressure and integrity standards as the rigid pipe. Hose shall be flexible and of sufficient length to adjust to maximum and minimum tide ranges. The fire line hose shall be Goodyear Super Black Flexwing, or Engineer—approved equal, with compatible fittings. The water flex hoses shall be Goodyear White Flexwing, or equivalent. Both ends of the flex hose shall have a swivel connection. Fittings at ends of flex hose shall be type 316 stainless steel hydraulically—crimped with interlocking ferrules. Contact International Belt (800-426-5525). FIRE SYSTEM COMPONENTS All sections of the fire line shall be rated for 250 psi. Fire department inlet connections shall be Storz 4—inch connections, according to plans and City of Port Townsend standard details. All Fire department inlet connections and fire hose connections shall have 6—inch wide red circumferential retroflective tape. Retroreflective tape shall be 3M Marine Grade USCG High Intensity Reflective Adhesive Tape or Engineer—approved equivalent. Tape shall be color and size noted in these drawings. Sample to be submitted for approval to East Jefferson Fire & Rescue. Fire Extinguishers shall be a 20 Ib unit with a UL rating of 2A:20B:C, or equivalent. Fire extinguisher cabinets shall be “Tough Guy” as manufactured by Cheyenne Mfg., (800-424-7575) or equivalent. Final locations for all cabinets shall be determined in the field by the Engineer. Cabinets shall not be installed prior to Engineer's approval of a final location on the floats. WATER SYSTEM COMPONENTS: The HDPE potable water pipe shall be meet AWWA C901. All fittings shall be brass waterworks flare fittings, compatible with the tubing material. Pipe shall be rated for 150 psi min. The hose bibbs shall be Woodford Model 26, with brass finish and metal wheel handle. Isolation valves on the water line shall be PVC ball valves with flanged connections. Attach metal labels to the top of the rubstrip above the valve. STEEL PIPE AND FITTINGS All steel pipes shall be schedule 40 hot—dipped galvanized steel, conforming to ASTM A5J with threaded, butt—welded, or roll-grooved ends. All damaged surfaces shall be recoated with cold—galvanizing. MISCELLANEOUS STEEL The pipe hanger assemblies, riser brackets, life ring and fire extinguisher stands, and all miscellaneous steel components shall consist of hot—dipped galvanized A36 (min) steel, per ASTM A123. Provide six extra pipe hangers to the Port. f Fire system information signs shall be made of 10 gauge aluminum sheet. All signs shall be secured to the device ~6r railing with substantial and corrosion—resistant 316 S.S. fasteners or chain. LIFE RINGS Life ring cabinets shall be standard size and color as manufactured by Cheyenne Manufacturing, Inc., or Engineer—approved equivalent. Each cabinet shall be equipped with a U.S. Coast Guard approved life ring and attached rope. Cabinets shall be standard color with mounting hardware suitable to attach to the combined fire extinguisher and life ring cabinet stand and shall have a non—locking "T—Handle” entry. Final locations for all cabinets shall be determined in the field by the Engineer. Cabinets shall not be installed prior to Engineer's approval of a final location on the floats. PRESSURE TESTING AND DISINFECTION The fire line shall be pressure tested and flow tested in accordance with the City of Port Townsend and East Jefferson Fire & Rescue requirements. The potable water line shall be purged and pressure tested in accordance with the City of Port Townsend and other applicable local and state regulations. Any visible leaks are to be repaired regardless of the amount of leakage at Contractor’s expense. The potable water line shall be disinfected in accordance with the City of Port Townsend and other applicable local and state procedures, or if not prescribed, AWWA C651. Water samples in sterile bottles shall be submitted to the local health department, and obtain satisfactory test report prior to placing system in service. The Contractor shall conduct all testing and disinfection under the supervision of the Engineer prior to final connection to the existing water supply. Plugs and temporary blow—off assemblies shall be supplied as needed for all testing and disinfection. \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — - G 2 - G 4 . d w g 4/ 2 2 / 1 0 Dr a w i n g s eo 5 e E 811 First Avenue, Suite 570 “ Seattle, Washington 98104 PORT OF Phone: 206-624-1387 PORT TOWNSEND Pax: 206-624-1388 = = ENGINEERS, INC. mail@pndengineets.com P.O. Box 1180 Phone: (360) 385-0656 Port Townsend, WA FAX: (360) 385-3988 98368-4624 PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. rewsions “ee PORT OF PORT TOWNSEND BOAT HAVEN A & B REDEVELOPMENT _ GENERAL NOTES vl OMe ert ae *TSOAE er MO —M 1 . d w g \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 4/ 2 2 / 1 0 Dr a w i n g s FIRE 17400 EXISTING i _ 7 _ 18+00 _ _ _ 19+00 _ SIDEWALK | /TAK00 23+00| 944.00 ———F4—— 4” FIRE LINE | | I— \ 1 — + + — + ~ + — —4 = | BS | | ——Fe— 6” FIRE LINE . NV me ee eee eee a "N MHHW 7 OT ae TN Fi ie ggt tty “BEE SS ee ees ee a, VTA ; WATER - —_— »N— APPROACH PIER a Se | ——Ww— _ _ WATER LINE —— 80’ GANGWAY Wan \ \ PORT — WA ee ei eC PO OE ae bo << =_— —_—- NN _~~ , [><] ISOLATION VALVE ——_— = MLW 72" eel: = = a aL cle \ i N \ LANDING OAT \ TRANSFORMER FLOAT, Vil : S, é om) FLOAT Al | (3) TYP. rm ~. b | FLOAT Bilbo : og [2 _p : moe fb 4 a B _ L F4 F4 \ \ oo __!NTERNAL PILE, . Us U LI oo TYP. EXTERNAL PILE, < \ TYP. \ | BENEDICT l SPIT u oo : om FLOAT A2 = — 5 — = —, dl 2 = | 3 z ° a a 1K | z | ~ 4 | | | eine FLOATB2%o 60 sf if BB) C a ee | LF yo 4 | f F4 . ; \ : | ) \ = tS = , . . Ps 5 itz a [Body FLOAT A3 \ jo [ _ 2 lg mal RECREATION & | | BASIN | HEADWALK, \ SEE SHEET M2 Lo By ° \ = \ no ? | EXISTING : ss fo | COAST GUARD MAINWALK, pune = \ \ ne ed , Bak eo U a" dad Led FLOAT B3 foo ee | ° : A : ooo S| : on FLOAT A4 yr —— te —, solos 2 qk a EXISTING FUEL FLOAT | | | | C FLOAT . . : ; B FLOAT A FLOAT SSS _y 40 80 120 FT. REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY 1 .2/soys PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR ; . 811 First Avenue, Suite 570 | THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF - P N D Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phone: 206-624-1387 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TLE: PORT TOWNSEND are STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON NEW FLOAT UTILITIES KEY PLAN = —= ENGINEERS, INC. | jai@pndengineers.com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE ONE: P.O. Box 1180 Phone: (360) 385-0656 ae WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE Sor Sa OY = enoeer No OU Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD ual a 98565-4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. a AR | DATE: a DESCRIPTION CHECKED BY: Mut SCALE: 4/ 2 2 / 1 0 Ss FIRE / —_f4— 4” FIRE. LINE rf] og O c ™. eae ooe | uTiiTy station: ~O} UU Oo! > —fe-—— 5 - Gh ELECTRICAL & o 2 © WATER, TYP. - Ww ™, ® FIRE DEPARTMENT CONNECTION E < z S LADDER ~ 5 HEADWALK CH) FIRE STANDPIPE =! Le FLOAT HINGE, = TYP. LIFE RING & FIRE EXTINGUISHER O x = Cl | X SI = ©) CABINETS = . FIRE DEPT. NIERNAL PILE FIRE STANDPIPE, ; TYP. , WATER CONNECTION \ q 0 Z 0 0 [ TYP. oo Cy 0 s 0 N = —__w—— 2” WATER LINE = " Oo O ae Q Q ~—8 0 O QQ Q ESTAL TTI 5 ; ~~ F4 + F6 F6 F6 F6 F6 F6 si. F6 F6 F6 LH 6 F6 D<] ISOLATION VALVE Ths W ! i [] a rN W W W W W W W W W W W W | LIFE RING AND FIRE / ’ OTHER / TF EXTINGUISHER CABINET, ~ TYP. UTILITY STATION: GANGWAY Se K @ ELECTRICAL & WATER oOo. ! iL ELECTRICAL: PEDESTAL TRANSFORMER FLOAT V N O L OpO= W/ ELECTRICAL EQUIPMENT . EXTERNAL PILE, x @ BOLLARD LIGHT "= TYP. S = aa E < XX COURTESY PHONE BOX s 3 + — LL /) 7 J | J > —/' = \ [o tt © OQ) Ss OQ} , Ls a = a Ly 0 TRANSFORMER FLOAT »- = = W/ ELECTRICAL EQUIPMENT fe. = E al es HEADWALK < LL. rh FLOAT HINGE, S O TYP. < iE} = LJ] & X <t Ee} [ | wo @ + \ = a Og oo . 0 7 O Oo oofdg Qe : x {fn QO Q OQ OQ QQ °C 3° O Oe / i (el : F6 +H F6 F6 F6 Fe—<£ F6 F6 F6 F6 F6 F6 F6 x / W W W W W W W wW W W W W W \— D FIRE / X a X + \BINET, <t < TYP. Q 3| CO 0 Od ao ‘ ~ | = = N Lt m0 bar 2 <t eS 6 + | lo) _I re N i y, lap) 5 /' jaa) & PLAN — 5 024 8 16 24 FT. 1. SEE MECHANICAL DRAWINGS FOR FIRE SYSTEM, a = u=«go | WATER SYSTEM, FIRE EXTINGUISHER o AND LIFE RING CABINET. 3 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEM, 2 COURTESY PHONES, SECURITY SYSTEM, AND FIRE c STATION PULL BOX. $ oO x= s REVISIONS PROSECT: ~ PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND = PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR = ; ae 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT ~ = - ; Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT S PORT OF ib) hone od gear CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: S PORT TOWNSEND Fax: 206-624-1388 STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON HEADWALK FLOAT UTILITIES = im T INTENDED FOR REUSE gy oe <a ENGINEERS, INC. soll @pntaminesseqm THIS PROJECT ONLY AND ARE NO ay P.O. Box 1180 Phone: (360) 385-0656 WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE OGEn er = loco nn ree Cae g Por Townsend WA FAX. (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT would yp soa EE ART DATE APRIL 2010 = -_ : : E 98368-4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTL . ave SSeReTON aac sal SCALE aa M2 —M 3 . d w g EHW 4” GALV. STEEL FIRE LINE FIRE DEPARTMENT INLET CONNECTION ELEV. +12.0° FLEX HOSE CONNECTION GANGWAY AND PIPE SUPPORT ON LANDING FLOAT HEADWALK FLOAT 1 erat) FlEV. -4.5° = TO FLOATS 6" HDPE / FIRE LINE SEE FLEX HOSE CONNECTION DETAIL IK ] GANGWAY \ AT 4” FIRE LINE FLEX HOSE W/ HOSE FITTINGS 4” FIRE. LINE 2” HDPE WATER LINE AND FLEX HOSE 4” GALV. STEEL FIRE LINE. SUPPORT WITH ISOLATED WATER LINE STAINLESS STEEL PIPE STRUT & FLEX HOSE CLAMPS WITH RUBBER GASKETS. GANGWAY UTILITY CONNECTION NOTE: SEE ELECTRICAL FOR ELECTRICAL COMPONANTS FL m™ X HOSE CONNECTION PART LIST ae ? FLEX HOSE Fy HDPE/GALV. STEEL a GALV. STEEL 90° EL + GALV. STEEL NIPPLE - GALV. STEEL TEE GALV. STEEL @) HDPE (9) TO / FLOATS 0 \ TT 2” HDPE NL 6 HDPE FIRE LINE re GALV. STEEL PLUG FS GALV. STEEL/HOSE TRANSITION FITTING “P y FLEX HOSE TO 6” HDPE REDUCER * WATER LINE PS CI O I O I O I O I O I O I O I O I O ’ n GALV. STL CHECK VALVE FLEX HOSE CONNECTION HEADWALK FLOAT RUB-BOARD UNISTRUT & PIPE CLAMP FLEX—HOSE, SIZE TO ACCOMODATE ALL 3’-Q” HOLES FOR 3/4”¢ x 5” LAG BOLTS, we EQ. EQ. 2” CLR. L3x3x1 /4 9 a | ne TYP. , | \ ) RUB—BOARD TP. >> 7 \ ser P1000 PLAN 3'_¢” 5/8"% HOLE FOR UNISTRUT P1000 TYP, \ 1/2°6 x 1-1/2” BOLT TO CONNECT UNISTRUT, 6 TYP. L3x3x1 /4 \ HOLE FOR 5°x3/4"¢ LAG BOLT, TYP. WN \ 4” FIRE LINE aa YN concRETE RETAINING WALL | TYP. 1/4| \ ™ y] an Ta! © a NE _| — a © =. — rw ce = s _ _ a EQ. _ 10” L5x3x3/8 TYP. ELEVATION PIPE SUPPORT fone ) 4” FROM FIRE DEPT Q CONNECTION \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 4/ 2 2 / 1 0 Dr a w i n g s TIDE LEVELS al REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR - . 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF - 1D) Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phone: 206.694.1989 CALLED QUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: GANGWAY UTILITY PORT TOWNSEND eee STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON o ~ ENGINEERS, INC. | juait@pndengincers.com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE CONNECTION DETAILS ] P.O. Box 1180 Phone: (360) 385-0656 ~~ WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE TERNED BY BLT PROIECT NO. 074010.01 [SHEET NO: Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD = —— : Seiad —4Ge CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. DRAWN BY: ALR | DATE: APRIL 2010 Ni 3 DESCRIPTION CHECKED BY: Muy SCALE: NOTED CSK 5/8°@ ECONOMY INSIDE HEAD BOLT CLULAM a TYP. Oo | | oe ae = TIMBER DECK O es ee ee QO we ha ‘\ GLULAM-TO-SILL — = =e cae = — \ / CONNECTION BOLT eo | OC / a , | OUTSIDE \ | = | GLULAM i, [RHE BOARD VARIES i | \ | | or i Ne \ | / i FLOAT UTILITY | . | 4 ne BRACKET | | | 29” BELOW DECK * | — | \ | é | O Ot = O ee \ | fe ia 37” BELOW DECK * \ | | ( |e a | | / FLOAT UTILITY : | \ : on jo BRACKET of NN \ TYPICAL | POLYUB ~~ POLY TUB BRACKET | BEYOND : g | 0 | * BASE BID DIMENSIONS SHOWN. | ADDITIVE ALTERNATE 1, IF AWARDED a a NN REDUCES DIMENSIONS BY 1-INCH EACH. FLOAT UTILITY al *, 8 BRACKET CONNECTION DRILL FOR GLULAM-TO-SILL CONNECTION BOLT Nag 3°x1/2"t Ah h UTILITY BRACKET INTERMEDIATE J CONNECTION (1 ’ - 7 ” PE R NO T E 4) 5” |.D. OR 7” 1D. U-BOLT FOR FIRE LINE Ay .D. U-BOLT FOR WA | E R | INE = TP Pe TP Pe pep pep ep PP oe fo gg PP go POP gE gg Pog Gg PP PPE gg ans /f f fd PP] / / dW) 7 ff po if / | i f ff Pdddd¢ff | Hl Rg £ PT Ff Sf i cW fF Ff ? p ff an ij } | Hl i f f fof ff fff} j i f{/W/ jj | i} (i a ee oe ee L L 4” th TK ] TYPICAL BRACKET | pepe yp Pep! i ry [A A LL LELNS | C O | FIRE ne/ UTLITY BRACKET, BRACKET INSTALLATION NOTES: 1) BRACKETS SHALL BE INSTALLED USING GLULAM—TO-SILL WATER LINE POLYTUB CONNECTION BOLTS WHEN POSSIBLE. 2) BRACKETS SHALL BE SPACED AT 6’-0” 0.C. MAX. 3) BRACKETS SHALL BE INSTALLED 1-0” MAX. FROM 90° BENDS IN THE UTILITIES. HEADWALK UTILITY BRACKET 4) WHERE BRACKETS CANNOT BE INSTALLED USING THE PIPE CROSSOVER GLULAM-TO-SILL CONNECTION BOLT, THE BRACKET SHALL BE LOCATE UTILITY CROSSOVERS BETWEEN POLYTUBS INTERMEDIATE CONNECTION INSTALLED THROUGH THE OUTSIDE GLULAM AND THE LENGTH OF THE BRACKET SHALL BE ADJUSTED ACCORDINGLY. \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — M 4 . d w g 4/ 2 2 / 1 0 Dr a w i n g s PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY _E “ve PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR BOAT HAVEN A & B REDEVELOPMENT 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE TITLE: Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT - ZI PORT OF Phone, 206.624.1387 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO PORT TOWNSEND ra SEN oe Bee STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON - => ENGINEERS, INC. THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE FLOAT UTILITY BRACKETS Zo\ 06 ,32789 2 ae mail@pndengineers.com P.0. Box 1180 Phone: (360) 385-0656 WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE Port Townsend, WA Pa: (360) 3a -3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD =e es ——__ 98508 4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. DRAWN BY: ALR | DATE —— M4. REV DATE DESCRIPTION CHECKED BY: ML SCALE: NOTED < iste S875 1/4”t CAP PLATE, SEAL WELD 4” GALV. STEEL 90° and 45° EL 2-1/2" MPT OUTLET BRASS ANGLE VALVE 1/4°t CAP PLATE, TL. W/ CAP & CHAIN SEAL WELD REDUCER BUSHING \2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — M 5 . d w g 4/ 2 2 / 1 0 Dr a w i n g s , 1” HSS2x2x1 /4 = 4” STORZ a STEEL RISER RED ‘RETROREFLECTIVE CONNECTION ) Lax4xt /4 4 TAPE (2 BANDS) : eer gas 2 i Tie A Lannea Se stat as SIGN RED RETROREFLECTIVE ng oe [ SS TAPE 2 O - PIPE CLAMP (3) f és ‘ NA : __4 wat = 7 NSTRUT & PIPE CLAMP . RISER | -- § 7 é ; : ° BRACKET \” 9 = 4” GALV. STEEL 0 io Wa RISER BRACKET L~-PIPE STANDPIPE " RISER BRACKET r | 4” STL CHECK TYP. , ma ai / a Jon 3° OR 4 m4 Jo” 3” GALV. STEEL eee CATE 10. AVOR NAME ) 2 L FIRE. LINE ee SCATE. TD. AVOD PIPE. STANDPIPE INTERFERENCE. WITH INTERFERENCE WITH _[* UNISTRUT & FLOAT DECK GLULAM—TO-SILL TERMINATE RUB—BOARD, FLOAT DECK GLULAM-—TO-SILL J. PIPE CLAMP CONNECTION BOLT 2” CLR., TO ACCEPT BRACKET 1/2” LAG 1/4 CONNECTION BOLT 1D) » TYP. iD) va & STANDPIPE BOLT, TYP. 2 1/4 a == aon ———— a ees oe 1 / 4” BR ASS AU TOM ATIC B ALL (eae —————— DRIP VALVE. DRILL & TAP TERMINATE. RUB—BOARD, PARALLEL TO RUB—BOARD. PLAN 2” CLR., TO ACCEPT BRACKET ONE PER FLOAT — & STANDPIPE GALV. STEEL RISER BRACKETS = GALV. STEEL H.D.P.E. L | H.D.P.E. - 4” 22.5" EL / | 3° 22.5' EL ” es = 4” TEE 5) 3” TEE NOTE cf n 4” FIRE LINE 6 FIRE LINE SEE SHEET C3 FOR UPLAND FIRE f DEPARTMENT INLET CONNECTION. ” q ” 2” WATER LINE 2” WATER LINE UTILITY BRACKET UTILITY BRACKET POLYTUB POLYTUB (ON HEADWALK FLOAT) (ON MAINWALK FLOAT) REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR - . 811 First Avenue, Suite 570 | THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT Phone: 206-624-1387 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO TITLE: PORT TOWNSEND Fae De 600180 STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON FLOAT FIRE SYSTEM > ENGINEERS, INC. sni@lolenefncers.co THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE DETAILS | P.O. Box 1180 Phone: (360) 385-0656 _— WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE TESCNED BY. EXIPROIECT NO: 07401001 SHEET NO: Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD : HaUOE 024 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. = SORPHON aes oa eae —— M5 ~_ ~~] 3/4" MPT HOSE BIBB WATER PEDESTAL 3/4°x3/4” BRASS W/ VACUUM BREAKER TEE (ROTATED 90° FOR CLARITY) 3/4” BRASS ry ; = ? COMPRESSION LL | C4x5.4x18 ; -— UTILITY PEDESTAL FITTING io U-BOLT W/ : a WASHERS, TYP. LI 4x4x1 /4 ‘ L4H ar 6” LONG ~ CHANNEL ui = FLOAT DECK TO ANGLE / 1/4 11/2” > | a i Ps | (2) 6"x1/2” LAG BOLTS. LOCATE ET — —— Y Typ. Th ® | Ni To AVOID INTERFERENCE WITH a 5 Ol. I |_}/\ | GLULAM-TO-SILL CONNECTION ‘\L \\ = O I\ / \| BOLT | \ Xe 7/ / | _-—-omnnnm—_ — ZL 3/4” HDPE FLEX Vv Vv HOSE | = = 3/4” HDPE FLEX 1 HOSE 4” OR 6” | FIRE LINE 2” WATER LINE KO 2” HDPE WATER LINE NN UTILITY BRACKET UTILITY BRACKET (HEADWALK AND MAINWALK FLOATS) Dr a w i n g s \ 2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 - M 6 . d w g 4/ 2 2 / 1 0 REVISIONS PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PORT OF PORT TOWNSEND a PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR . ee 811 First Avenue, Suite 570 | THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT .* D Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT aor TORNSEAD a | Phone: 29660815 CALED OUT, THE SPEOPOATON, SHA, CONE Tg me FLOAT WATER SYSTEM Fax: 206-624-1388 : - = ENGINEERS, INC. mai@ion jen sincers.com THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE DETAILS P.O. Box 1180 Phone: (360) 385-0656 WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE SESaien oy Tax] PROUECT NO. s7a010107 SHEET NO: Port Townsend, WA FAX: (360) 385-3988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD eA a es oa oa 98568-4624 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. : M6 REV DATE DESCRIPTION CHECKED BY: ML | SCALE: NOTED Dr a w i n g s \ 2 0 0 7 \ 0 7 4 0 1 0 . 0 1 Bo a t Ha v e n Re d e v e l o p m e n t \ F o r Bi d \ 0 7 4 0 1 0 . 0 1 — M 7 . d w g 4/ 2 2 / 1 0 - > Ave egk, Demdoing | —aaeGt ar FIRE SYSTEM SCHEMATIC = | LIFE RING FIRE i} a CABINET DEPARTMENT 3 CONNECTION o! - on ct FT Lf if 2” GALV. STEEL UNISTRUT ° ig oO WELDED TO RISERS | my ~~ 5 = z |g -litd es — = | | il «€6©6U CU CCC FIRE ia HSS 2x2x1/4” GALV. RISERS \ | ' _ STANDPIPE . lye ane Ltt | - ae y ae to rk FLOAT A-B 1-0 on A ! | 47 1f4V a a. eae \ one Va D, 5 L ) EXTINGUISHER = T BASE (4) 5” x 1/2°0 GALV. \\_LFE RING CABINE 3-0" FLOAT DECK PATE | LAG BOLTS CABINET SS ae a —— | 3'-0” INSIDE ' — J ___ OUTSIDE BASE FIRE SYSTEM SCHEMATIC GLULAM|-t;-|_—-2x12.: TIMBER 7 GLULAM PLATE ! 5 OCeNG | FLOAT DECK J SIGN H | 4 ! I Sl | ! | | TIMBER BLOCKING, LL TYP. ii \ su 2 | ELEVATION A 7 i. | ( "fy | , A 2” LETTERING SIGNS SHALL READ: QUANTITY 1 » A \. : 2 se FIREDEPT.. fcr 7 so | FLOAT A2 1 t STANDPIPE MODIFY FOR FLOAT AS ! ) @ @.| DRILL FOR 1/2” EACH FLOAT ____LELOAT Ad /— Bot, FLOAT A1 ~~ || -— \ [ELOAT Bt 2 (1 FLOAT 82 + TYP, | N10 Ga. ALUMINUM Ln . I pL ATE FLOAT BS 1 SECTION AS @ [~ Riser = a “ ADWALK FLOAT 3 —— - FIRE DEPARTMENT CONNECTION SIGN / (12) SIGNS TOTAL BASE PLATE \ SIGN NOTES: COMBINED FIRE EXTINGUISHER 1. COLOR TO BE RED LETTERING ON A WHITE BACKGROUND. AND LIFE RING CABINET STAND 2. SUBMIT LETTERING TO ENGINEER BEFORE ORDERING, 3, PROVIDE SIGN AT EACH FIRE DEPARTMENT INLET CONNECTION. PROJECT: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY er PORT OF PORT TOWNSEND PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR ; f 811 First Avenue, Suite 570 THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE BOAT HAVEN A & B REDEVELOPMENT PORT OF © Seattle, Washington 98104 DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT [) Phone: 206-624-1387 CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO me: FIRE EXTINGUISHER AND PORT TOWNSEND Sane 506-644 588 STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON - S| BNGINEERS.ING | Chapetogmescam | MS.EROICT OY, AND AE NOT TENDED Fo EUS LIFE RING CABINETS AND MISC. | Port Tounsend, WA Pre (360) 3853988 ALSO NOT TO BE USED IN ANY MANNER THAT WOULD DESIGNED BY: uBK ] PROJECT NO: 074010.01 JSHEET NO: eB I08-Te28 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. aT Sa rn Y ALR oar oe M7 : ML :