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HomeMy WebLinkAboutSITE PLANP'laiitltiag : Developmenteitices Department I Building & Regulations Division Product Review Affidavit Building Permit 4 Owners -Mime TIM DENNISON �I1tJlicaalt: 1807-0656 Product Opening Desi0ln Product Rated Manufacturer modef mu ber Product Approval glass Method of attachment NA Whidows fri J!I ins NA FsNed Glass NA Black Mass N A li tlt WA , Sliding Mass Doors Swing Type Dermas PLASTPRO I C FL 15213.1 SEE PRODUCT APPROVALS NA Gar e ids NA HurramaeProtection NA Roof trentilatma Roofing materi FIBERGLASS G.A.F. 13-0820.06 SEE PRODUCT APPROVALS I have reviewed the above components or cladding aaad I have approved their use in this structure. These products provide adequate resistance to the mind loads and forces specified by rurrent code provisions, N arne: Sagaatul'e, seat i Design Prof: :err. o, Date. ST. LUCIE BUILDING FOR COMPLI NC REVIEWED BY DATE al I , A I 14C w � M O M N PLANS AND PERMyr MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE THESE PLANS AND ALL PROPOSED 4'i ME SUBJECT TO ANY COi•7heCTICN5 RCOUIRED BY FIES i? IP M 02S T,';AT ° UAY BE NECESSARY IN ORDER TO 0 ;? e; u lua, CONPLYWITy ALL CODES, "~ w CONCEALED FASTENERS OR ATTACHMENTS N ARE THE RESPONSIBILffYOF THE CONTRACi0,4OFRE0 0 ply a W � o\ ,moo d, 001111 04, W W w o GQ Z F- kn P4 a 6 10.9, w ,90.0 r�s s Q Q U � o O Q a Q m w w o Yo O � U = 6 !� wCE _j�w a m D O 0 w �O N �v _ �� ) O D.1,I10N Z rn O :2 03 d J V Z ., Z Y w 11.0' 21.7' 0.14' o ri f--I U ~ C) O F U w I- of - W PROPOSED mQ O OMj STORAGE ROOM S?JIV1S CO �> M 8.2' I o•<< g�2 O Vi p h'x& .(p ------ �w" —1 SPACE f� �� O t\F1 yd� / / z SCANNED i a O• \� � � �j G � Z SITE PLAN SCALE 1/8"=1'-O' U / LEGAL DESCRIPTION LOT 36, BLOCK A, HOLIDAY OUT IN AMERICA AT ST. LUCIE INC., ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, PAGE 28, OF THE PUBLIC A RECORDS OF ST. LUCIE COUNTY, FLORIDA. Qr PROPERTY LOCATED IN FLOOD ZONE: AE BASE ELEVATION: 8.0 Fri A COMMUNITY PANEL NO.: 120285-0314-J a Pa DATED: 02/16/2012 Fa=rJ PROPERTY STREET ADDRESS: 10725 SOUTH OCEAN DRIVE JENSEN BEACH, FL„ 34957 ED oyo F, � S\ ENSF EP N W 1 i9L' Sl"._Lode County, Permitting *o• 2046 1 0 -4 SIMPSON ANCHOR 10-10d x 1Y2" INTO STUDS 4 x 10 WD. HDR Y2" PLYWD IN BETWEEN 4 TOP PL CK STUDS -4 SIMPSON ANCHOR 10-10d x 1Y2' INTO STUDS DOOR FRAMING DETAIL "=1'-0ll ROOF PLAN NOTES 2. ALL FLASHING TO BE MTL. UNLESS OTHERWISE CHANGED BY OWNER 3. TYP. ROOF PITCH TO MATCH EXIST. COMNA # 6 THE STRUCTURAL SYSTEM FOR THE BU HAS BEEN DESIGNED IN ACCORDANCE WITH THE 5 TH EDITION 2017 FLORIDA BUILDING CODE 20i7 THE FOLLOWING SUPERIMPOSED LOADING E BEEN UTILIZED. ROOF LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF DONT USE 33% STRESS INCREASES FOR ROOF TRUSSES WIND LOAD 170 MPH AS PER ASCE 7-10 RISK CATT.II EXPOSURE C Comt& # 6 CODES FLORIDA BUILDING CODE 2017 RESIDENTIAL, LOCAL CODES AND GOVERNING REGULATONS. ACI 318-02 ACI 421.1-R92 A.I.S.C. NINTH EDITION ASCE 7-10 RE COVOVT # 4 ROOF SHEATHING NAILING SCHEDULE ( 5/8" CDX. WITH 8d RING SHANK GALV.) ( DO NOT USE MECHANICAL DEVICE ) A. NAIL PLYWD. WITH 8d NAILS @ 6" O.C. THROUGH OUT AND AT GABLE ENDS PROVIDE 2x4 BLOCKING FOR FIRST FOUR FEET AT THE PLYWD. EDGES W/ 10 d NAILS AT 4" O.C. B. ALL NAILS MUST BE RING SHANK GALV. ALL WOOD CONNECTORS MUST BE HOT DIP GALVANIZED. PLYWOOD NAILING SCHEDULE: BALANCE WITHIN 5'-0" OF ROOF EDGE 10 D HOT DIPPED GALV. NAILS @ 4" O.C. 10 D HOT DIPPED GALVS RING SHANK NAILS © 6" O.0 SMART VENT 8" x 16" a VENT DETAIL %" =1'-0" a NOTE ( AS PER R322.2.2 ) THE TOTAL FOOT PRINT ON THE GROUND IS 88 S.F: WE ARE PROVIDING 2 THE VENT TO USE IS A SMART FLOOD VENT 1540-' 10 STAINLESS STL AIR VENTILATION = 51 SQ. IN. 2 PROVIDED = 102 5Q• IN 1 VENT = 200 SQ. FT SPH-4 SIMPSON ANCHOR W/ 10-10d x %" INTO STUD - x 10 HDR W/ Y2 W/ " PLYWDWID IN BETWEEN JAMB DETAIL Y411 _ 1 I _011 T WINDOW TO REMAIN 1 97MAMMA 5 RISERS AT 6 %" EA 4TRE T1 )'4"EA3x12 2 x 4 WOOD STUDS RAILING DETA N.T.S. A ALUMINUM PICKET RAILING ITEM NO. PART NO. DESCRIPTION MATERIAL I ARU(,A TOP RAIL. 2. IIE' x 1.1/2' H; 6463-T6 a ARS67C CHANNEL 3N' x 00' x 1/4' 4"l-T15 3 ARS68A CPAMEL 1' x P' x P x :985' WALL 6R63-T6 4 ARSGH PICKET V4' x 1' RECT. 6063-T6 5 pRSl2p POST 2' SP........ 68P5-T6 6 PCI ANGLE CLIP 1 114' x 1/2" x i!8' x i I,&' V 063-T6 7 ARS238 POST SHOE 2 If2' H x 4 3i4' 51:. AL;K CASTING 8 AH-4169S POP RIVET H.S. ALrMt, 9 1 SS. SELF TAPPING SCREW S.S. 10 AH-64HS POP RIVET BS. ALWL it ARa96 $NAP INSERT _........ 6Q6a-T6 i2 ARM CHANNEL 7F8' Y i I/2' x 7/8' Bp63-T6 3/6"0 x 3" LONG LAG SCREWS 4 TOTAL Iffiel 9I au: ►. 2-3'-0" x 6'-0" RAIS51) PANEL FIBERGLASS DOOR B A_ EXIST ASPH LT 2- 2 x 12 WOOD HD . FIR5T FLOOR PLAN "=1' -0,1 4 RAILING DATA 34" HGT RAILING ON TREADS 36" HGT ON LANDING & BALCONY RAILING ARE TO BE DESIGNED TO RESIST A LOAD OF 200# APPLIED HORIZ. OR VERT. PICKETS ARE TO BE SPACED TO RESIST AN OBJECT W/ A MAX 0 OF 4" AS PER F.R.C. R312.1.3 ALL HANDRAILS SHALL COMPLY W/ F.R.B.R. R311..7 HANDRAILS SHALL NOT PROJECT MORE THAN 1Y2' FROM THE WALL IF NEEDED HANDRAIL GRIPS SHALL COMPLY W/ S.F.B.R. R311.7.8.3 —EXIST. GONG PARKING AREA GROUND FLOOR PLAN "-i'-Oil 4 - EXIST A/C UNIT M c MCI °° tom M N A� W �N N � • r N t` r1 N � a N � a w a W r W z W C) � M a W U O W � �° a O O 0 C7 C/1 COO Q 3 z � � O W U H z a U H a w a om _J w m oc d�W � 7 1 N � ® 0) / a DETAIL # 1 - 1-%" =1' -0" 2-%" THRU BOLTS THRU THE STRINGER o I / `t 1 /4" 1 1 /2" " /2" DETAIL # 2 1-Y2" TIMBERLINE@PRESTIQUE@40 OR MATCH EXIST. HIGH DEFINITION@ FIBERGLASS ROOFING SHINGLES NOA # 13-0419.04 1 LAYER OF 30# FELTTIN CAPPED TO TO Na" CDX PLYWD W/ 8d NAILS (96" O.C. THRU OUT AND ® 4" O.C.IN 4' -0" EDGE ZONE AND 4'-0" EA. SIDE OF RIDGES i ►G1R�l�tel�l�l�:i o 2 x 4 WOOD FIRESTOP SIMPSON LUS 26 ® EA END FOR ALL 2 x 6'S VINYL LAP SIDING SIDING ON 1 LAYER OF TY-VEK ON V EXT'R GRADE PLYWD W/ 8 d NAILS 0 4" O.C. AT ALL EDGES AND 6" IN FIELD ANCHOR 2X4 P.T. TO CONC. SLAB W/ 3V'0 X 3" EMBED INTO SLAB C9 48" O.C. W/ " J "BOLTS @ 20" .WITH 3" x Y4' WASHERS PROVIDE ADDITIONAL BOLTS 6" MAX FROM OPENINGS AND CORNERS PROVIDE A WATERPROOF MEMBRANE BY AWA PLAN O� CONC 12" x 16" CINC FTG. W/2#5C0XT--- --- - - COM N # 5 A 2-2 x 4 WOOD STUDS AT END A-3 i A-3 LEDGER TO SIT ON TOP OF STUDS r , AND STRAPPED MT5 30 T STUDS W/ SIMPSON ALL FRAMING FOR THE CLOSET IS r\ 24" NOT TO CONNECT TO EXIST STRUCTURE ✓ op 3-5/8 THRU BOLTS THRU C MCI o THE STRINGER A-3 c`n D F�1/ A N O 0 W 1� �,. '-1 '-10 2-2 x 12 2 4-5/8" THRU BOLTS THRU o ! 1 1 /2� DETAIL # 3 1-011 -2 x 8 WOOD RAFTERS @ 24" O.C. SPH-4 SIMPSON ANCHOR W/ 10-10d x 1Y2 INTO STUDS NEW 2 - 2 x 4 WOOD TOP PL 2 x 4 WOOD STUDS @ 16" O.C. SPH-4 PSON ANCHOR W/ 1 0 1Y2" INTO STUDS 3/" PL 0 0 R a 2 x 8 KOE JST 1 1" SE IS S #2 1 / 7 2 x 8 WOOD Le GER W/ Y2" x © EA ST 5" G BOLT OMM # 10 6 — 2 x 4 WOOD E TL DS @ 16" O.C. SPH-4 SIMP ON ANCHOR W/ 10-1 d x 1Y2" INTO STUDS #5 BAR 12" I CURB AND 12" INTO FTG EXIST CON SLAB n 12" x 24% 50" CONC PAD W/ 3- #5 LONG AND 3 # 5 SHORT e SIMPSON LUS 26 @ EA END FOR ALL 2 x 6'S 2-2x12WOOD STRINGER .4 x 4 P.T. WD POST 5IMP50N POST BASE CB-44 T EXIST CONC SLAB Awl SECTION " B " SCALE 3/4"=1'-0" Now 2 x 8 WOOD LER i i i i I e EDG1 e £I W N W/ %" x 5" LAG BOLTS I I 2 t 2 112 1NOOm ao -- --- - - --- I A-3 I i I HmR. i i 1 1 -_T--- -- T---�---� I �LOOD NT ^�I N @ EA STUD ALUM GUTT III a II u I u i w i i I i i i i i II II II II I II � ALUM GUTTER w w Fil W 11' 0" SIMPSON HTS 1 RArP O SIMPSON LUS 26 2 x 8' s @ 16" O.C. © EA PLATE _ x @ EA END FOR ALL 2 x 6'S 2 x 8 OUTLOOKERS C� O.C. N W M N# 3 A FLOOR FRAMING PLAN A N A 3 ROOF PLAi4-- [W %"=11-0" 4 - - - SIMPSON HUCQ 410 W/ 14 -1/4" x 2 %" SD5 NAILS IN LEDGER 26 GA FLASHING AND 6-1/4" x 2 Y2" IN JST L �OIINTER FLASHI SIMPSO LUS 24 W/ 2 x 8 WOOD RAFTERS @ 24" O.C. 4 - 10 d NAILS IN TRUSS & 2 -- 1 Od NAILS IN 2 x � - - - 5 7/16" - - 1'-0" 26 GA FLASHING AND W COUNTER FLASHING CON a ALUM GUTTER 5 16' W oo DBL FASCIA AT THIS END a d M TO MATCH EXIST. W Z W ALUM GUTT Z O U D SIMPSON HTS 16 STR P LEXIST SCISSORS TRU SES Z v ® EA BEAM 5PH-4 SIMPSON ANCHOR AM 4 2 x 4 WOOD FIRESTOP VINYL LAP SIDING SIDING ON 1 LAYER TY-VEK ON %" EXT' R GRADE PLYMID W/ 8 d NAILS @ 4" O.C. AT ALL EDGES AND 6" IN FIELD SIMPSON HTS 16 STRAP @ EA JST TO BEAM 3/a" PLYWOOD FLOOR 2 x 8 WOOD LEDGER W/ Y2" x 5" LAG BOLTS Ln @ EA STUD M I W/ 10-10d x 1Y2" INTO STUDS NEW 2-2x4WOOD TOP PL 2 x 4 WOOD STUDS @ 16" O.C. 5PH-4 SIMPSON ANCHOR W/ 10-10d x 1%" INTO STUDS 36" HGT ALUM RAILING 2-2x12WOOD STRINGER -PROVIDE A WATERPROOF MEM 3RANE BY AWA PLAN ON CONC Q EXIST CONC SLAB E IST CONC SLAB ° a ° aa' Y4" PLYWblt-6�a HNp NAILED 4 x 4 P.T WOOD P -EXIST CONIC SLAB SECTION 11 A " SCALE 3/4"=1'-0" NEW 2 x 4 TOP PL TE CUT OPENING IN EXT'R FOR NEW DOOR 34" HGT ALUM RAILING I N EXIST FIRST FLOOR LEVEL WALL I EXI T SLAB AT STREET FTG FOR POST SIM ON HTS 16 �- STR @ E ij5TUb 2-2x12 AOODHDR. TS 1PI AT SECTION SCALE 3/4"=1'-0" A O Ocn O �7 W z � � O U W U W z v� w N J h- a w 0 0 \�111111111/� mLu Lu \SENSE •.c�` O ' No.520A i_ ® 1 46 is dh