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17 E MARINE VIEW DR 2019 Plans 2025-09-29 (3)
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17 E MARINE VIEW DR 2019 Plans 2025-09-29 (3)
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Last modified
9/29/2025 2:02:10 PM
Creation date
9/29/2025 1:59:55 PM
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Address Document
Street Name
E MARINE VIEW DR
Street Number
17
Permit
B1904-035
Year
2019
Notes
SOIL REMEDIATION RECYCLING FACILITY BY CADMAN
Address Document Type
Plans
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F- FEET G- GAGE PR WALL PANEL MARK NO, W F F I I E G G 0 C C C F-FEET <br /> CGX = COLUMN (PLATE) LENGTH CODE I=INCHES PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: <br /> = INCHES C= OPERATION CGX*'*- COLUMN (GAGE) <br /> WCX***= COLUMN(HOTROLL) PR ROOF PANEL MARK NO.: R f F l E C G O C C C E-EIGHTHS A, <br /> E= EIGHTHS C= FIN/COLOR UPPER <br /> LENGTH CODE c=GAGE REFER TO: ROOF <br /> PANEL/COVERING PR RIDGE PANEL MARK NO,: P F F I I E G G O C C C VARCD PRUDE N BUILDINGS SHEET <br /> W 1 3 1 1 7 2 6 1 K T 0 RBX*•• RAFTER(PLATE) LENGTH CODE O-OPD7AnON <br /> Pip pry 31 2 <br /> * F F I I E G 0 0 C 0 C BGX"""-RAFTER(GAGE) C-FIN/COLOR <br /> LENGTH CODE WRX""'- RAFTER(HOTROLL) BASIC PANELS & ACCESSORIES 1 2" <br /> TRX***= TRUSS RAFTER 36'COVERAGE <br /> INSULATION12' SMOOTH 1 3/16" 1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS TAPE MAST/1C <br /> 1 B 1 3 0 1 0 3 6 0 3 0 W V ICX""*-INTERIOR COLUMN TYP, EXTERIOR I FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION <br /> ** F F F I I I I I E c c SURFACE GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND coNT. (025390) <br /> PC%'*•- PIPE COLUMN <br /> LENGTH WIDTH THK CODE TCX***= TUBE COLUMN 7 ACCESSORIES NOT DESCRIBED IN THE SED'S. <br /> 2 31 72 F^ BEARING EDGE <br /> SECONDARY(STANDARD) TYP• 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND <br /> D B Z t 9 1 1 4 1 7- - - - - EPX*""= ENDPOST(PLATE) PANEL RIB ROOF AND WALL PANEL (PR) OIL AT MASTIC AND SEALANT LOCATIONS. 12-14 x 1 1/4' <br /> * F F I I E G G * * * * * EGX"""- ENDPOST(GAGE) ROOF STRUCT FSNR <br /> DEPTH LENGTH GAGE ADJU ST.CODES <br /> *USE 12-14 x 1 1/2' <br /> SHAPE CBX***=CANOPY(PLATE) IS WHEN BLANKET <br /> SECONDARY(SPECIAL) CBX***=PIGGYBACK CANOPY RPR WALL PANEL MARK NO.: R R F F E G G 0 C C C <br /> LENGTH CODE <br /> D O 1 O 8 Z 1 9 1 1 4 1 7--- <br /> DCC***= B 1/2- GAGE POST Thefield fie de for correct installation of Vorco <br /> • •' F F I I E C C ° guide ROOF <br /> COUNTER DEPTH&LENGTH GAGE AOJUST.CODES DCE***=10" GAGE POST 36"COVERAGE Prutlen's Wall and Roof Systems,Tuff-Lltes, LOWER PURLIN <br /> ROOF <br /> SHAPE _pOTM Wallftes,Doore,Windows, Gutters and Trim. SHEET <br /> IZ" 1.- EXTERIOR 1 3/1fi" <br /> ROD BRACING TYP. TYP. I SURFACE 1 <br /> 0 3 R S 2 5 1 0 RS-THREADS BOTH ENDS <br /> I E * * F F 1 I RT= THREADS ONE END-CLEVIS ONE END 2 3t 32" <br /> DDA LENGTH RU= CLEIAS BOTH ENDS �0• BACK COVER: 4003 BASIC PANELS AND ACCESSORIES DETAILS QUALIFY FOR AIR <br /> RP= THREAD BOTH ENDS- NO HILLSIDES RPR WALL PANEL I INFILTRATION/WATER PENETRATIO <br /> RATED ASSEMBLIES. <br /> Iay.oATE:oa/oR/,D REN.Na D1 MARK NUMBER KEY Ra DAlEll1T,) REN.No PR ROOF & PR/RPR WALL PANELS REV.DArE /W/1, REV.Na oc BASIC PANEL AND ACCESSORIES RLv.a+reo�/a,/uR REv...w NOTES "°°/°'/" `�'"'°' PANEL RIB ROOF—STANDARD <br /> EN5OB1 COMMON GENERATED MARK NUMBERS EN52A1 ENV003 CONTAINS: PR ROOF - WALLS: PR, RPR, VR RCOOAI DA RCO2B1 PANEL ENDLAP <br /> 3/16" 12-14 X 1 1/4"ROOF <br /> CONT. x 1/4"TAPE MASTIC 1'-d' 1'-0" 1'-0' 1'-0" 1'-0' 1'-0' FACE DF 1 1 4- STRUCT FSNR 0 1'-0" O.C. RAKE FASCIA <br /> CONT. (025390) 1/4-14 x 7/8"ROOF WALL PANEL (RKF-) <br /> STITCH FSNR STITCH x 7/8"ROOF 1/4-14 x 7/8"ROOF 2-14 x 1 1/4" <br /> STITCH FSNR STITCH FSNR RAKE FASCIA /16"x 1/4" TAPE MASTIC STRUCT FSNR V-0"O.C. <br /> 2 PER TNT RIB AND 2 PER INT RIB AND (RKF-) CONT. (025390) BOTTOM ET <br /> ANTI-CAPILLARY 4 PER SIDELAP RIB 4 PER SIDELAP RIBBEAD BOTTOM OF ROOF SH �1/1APE MASTIC <br /> *12-14 x 1 1/4"ROOF *12-14 x 1 1/4' ROOF ROOF SHEET <br /> STRUCT FSNR STRUCT FSNR <br /> 3 PER FOOT 3 PER FOOT yJ ____- <br /> 1/4-14 x 7/8"ROOF 1/4-14 x 7/8"ROOF '- <br /> ENDLAP & RIDGE CAP ENDLAP & RIDGE CAP <br /> STITCH FSNR STITCH FSNR <br /> 1 PER PURUN AND 1 PER PURLIN AND <br /> 2 PER SPACING 2 PER SPACING y m 12-14 x 1 1/4" <br /> *12-14 x 1 1/4' ROOF *12-14 x 1 1/4° ROOF �= 1F12-14 x 1 1/4" ^ a STRUCT FSNR <br /> WALL STRUCT FSNR r E 2'-0"O.C. <br /> STRUCT FSNR STRUCT FSNR ^Yg 2)PER FOOT 0 PANEL RIB RAKE CHANNEL <br /> jnfff" <br /> PURLIN BEARING EDGE 1 PER FOOT 2 PER FOOT �1)PER FOOT 0 VR DR RPR <br /> 1/4-14 x 7/8"ROOF INTERMEDIATE PURLIN /a-14 x 7/a"ROOF INTERMEDIATE PURLIN <br /> *12-14 x 1 1/4 STITCH FSNR STITCH FSNR RAKE CHANNEL <br /> ROOF STRUCTFSNR 6" O.C. FOR FIRST 6" O.C.FOR FIRST �is <br /> *USE 12-14 x 1 1/2" RCD4B1 10'-D° UPSLOPE 10'-0"UPSLOPE <br /> WHEN BLANKET INSULATION SEE FOR STD FASTENER PATTERN AT SIDELAP AT SIDELAP <br /> IS GREATER THAN 4" <br /> C04B3 *12-14 x 1 1/4" ROOF RF12-14 x 1 1/4° ROOF 1/4-14 x 7/8" 1/4-14 x 7/8" <br /> SEE FOR UL90 FASTENER PATTERN STRUCT FSNR STRUCT FSNR STITCH FSNR <br /> 3 PER FOOT 3 PER FOOT WALL STITCH FSNR <br /> 0 V-0"O.C. 1'-0" 0.0, <br /> Co4B2 BUILDING EAVE BUILDING EAVE SOFFIT <br /> SEE FOR ICE DAMMING FASTENER PANEL SIDELAP PANEL SIDELAP OUTSIDE CLOSURE TRIM(STC10_) <br /> PATTERN PANEL RIB 362) ) PR /VR <br /> DETAILS QUALIFY FOR AIR *USE 12-14 x 1 i/2"FASTENER WHEN *USE 12-14 x 1 1/2' FASTENER WHEN VEE RIB(80362) WALL PANEL <br /> INFILTRATION/WATER PENE11RATIO C04B4 FOR UL90/ICE DAMMING BLANKET INSULATION THICKNESS IS BLANKET INSULATION THICKNESS IS RPR(80130) <br /> RATED ASSEMBLIES. SEE FASTENER PATTERN GREATER THAN 4" GREATER THAN 4" 4 USE 12-14 x 1 7/8" FSNR IF <br /> INSULATION THICKNESS 15>4 <br /> Re.NaR+ PANEL RIB ROOF—STANDARD REV.DAF:n/13/13 RE¢Nnm FASTENER PATTERNS REV.DATE:111313 I—No FASTENER PATTERNS R .DAE:+10* a RE4NaW PANEL RIB ROOF RAKE TRIM RCV,pAffi:0 b2 3 Ra.Nnoo PANEL RIB ROOF RAKE <br /> RCO361 PANEL SIDELAP RC04B2 ICE DAMMING RC04B4 U.L. 90 RATED; ICE DAMMING RC30B1 ALL PURUNS AT PR, VR OR RPR WALL T&IRU 2:12 RC3OBQ OPEN WALL <br /> PANEL RIB RAKE FASCIA EAVE GUTTER(EC-) <br /> V PR1�' CAP SHEET APPLY 3/16"x 1/4" (RKF-) <br /> (P_) RAKE FASCIA TAPE MASTIC(025390) <br /> (RKF-) B/W PEAK CAP &RIB CAP PANEL RIB FILLER <br /> 4 <br /> (FPRF1)FASTEN IN BIRD STOP(B51) <br /> V pR1Ef' PLACE W/4 POP FASTEN IN PLACE DOWNSPOUT STRAP CUT AND TAB HOLE IN <br /> APPLY 3 16"X 1/4- TAPE RIVETS W/4 POP RIVETS (DSTI) FASTEN TO EAVE GUTTER (EG-) <br /> MASTIC(025390) UNDER WALL PANEL WITH SEAL NIPPLE TO GUTTER <br /> 3/18"z 1/4" EACH EDGE OF RIB CAP WALL STITCH FSNR CONNECTION WITH BRONZE <br /> TAPE MASTIC / BEND TAB TUBE SEALANT(80507) <br /> CONT. (025390) RAKE FASCIA 1/4-14 X 7/8` /k <br /> TO SECURE BOTH <br /> TO LAP UNDER ROOF STITCH FSNR TTER CLOSURE HALVES OF STRAP <br /> PEAK CAP (6) PER PEAK CAP C-)FASTEN IN (DST1) TOGETHER DOWNSPOUT NIPPLE <br /> MIN 3" CE W/10 POP (DN1)FASTEN IN <br /> / ETS EAVE GUTTER W/ <br /> A2 STRAPS PER 8 POP RIVETS <br /> 10'SECTION OF <br /> PEAK RIB CAP(PRC) DOWNSPOUT <br /> -BEND AT CENTER RIDGE, <br /> FOLD AND SEAL DVERLAPPINGSEAL INSIDE <br /> EDGES AS REQUIRED METAL CORNER 7/?* PERIMETER OF <br /> RIDGE CAP MCC1 W/ CLOSURE W/ DOWNSPOUT ELBOW <br /> PURUN _ 8 POP RIVETS BRONZE TUBE (5CE75)FASTEN TO DOWNSPOUT(CPS10)(RKF-) W/P6 POP SEALANT DOWNSPOUT W/2 PDP FASTEN TO DOWNSPOUT QKWLOWER NIPPLE W 3 POPROOF RIVETS CUT AWAY (BD507) RIVETS \ RIVETS /SHEET SHADED AREA SHEET METALNOTE SUBSTITUTE 1/8"X 1"TAPE PEAK CAP45" GUTTER(EG-) SEE ERECTION DWGS 5s 92 Av <br /> MASTIC(027893)FOR MIA MI-D AOE (SPC-) CUT AND FOLD TAB 1•• I FOR QUANTITY OF q�mErtO " <br /> AND BROWARD COUNTY.FL AT END OF PRC F-- DOWNSPOUTS ( Y OF EVERETT �ss/ONAL <br /> REQUIREMENTS(NOA NO. 14-0123.12) AS REQ'D <br /> NOTCH DETAIL IPE\ ':'VED FOR FERN <br /> q_q 04/09/2019 <br /> REv.OATE:03/2s/1E MI Na o3 PANEL RIB ROOF "°'/"^"s METAL PEAK CAP REv.oA,e,o�oT/+* nEv.ra.os EAVE GUTTER CORNER ASSEMBLY REV.DAlE10 2 REV.Na 03 DOWNSPOUT ASSEMBLY <br /> RC34B1 RIDGE CAP ENDLAP v�RC38C4"Na TO RAKE FASCIA ATTACHMENT (P-RIB ROOF - ONLY) RC38N1 ALL SYSTEMS RC38P1 ALL SYSTEMS PERMIT SET-For Building Dept.Approval <br /> THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings <br /> WORK PRODUCT OF VP AND DESIGN AND IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE COVERING&TRIM SEDES <br /> PERFORMANCE REQUIREMENTS SPECIFIED BY ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, 3200 Players Club Circle Memphis TN 38125 <br /> VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP RI <br /> TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. �y DATE BY DESC "ON 1LOs" CHG Building Systems,Inc. 18-040735-01 <br /> _. OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD CUSTOMER Cadman DATE <br /> BY VP EXCEPT TO ANY DESIGN OR QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, LOCATION 04/08/2019 <br /> PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Everett,Washington VP BUILDINGS DRAW WCHECK <br /> VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT vARco PRuoEN <br /> Cadman Everett Bldg 2 LND <br /> TEMPORARY BRACING, 6UILO6RS Pat ABIueScoSteel Company AGE <br /> 33 <br /> NITS 28103 VPC VERSIO,ON: 2016.2b <br /> 4/5/2019 SEDSheet 10:57:14 FILENAME: Cadman 2 .mwm"me.""s=R"awinm"NonnA <br />
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