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Home My WebLink AboutConstruction PlansCity of Port St. Lucie Building Department Product Approval Submittal Affidavit Permit # Buildin Address: 221 OLIVE AVE �— Contractor: TBD Opening Schedule Swing doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows & Skylights Opening ID FL # or NOA # Product Model it Manufacturer Glass Description — Attachment Method Type, Size, Building Product Spacing & Embedment (DISTANCE Design Design FROM CORNER / DISTANCE O.C.) Pressure Pressure S.H. V1/70 SERIESSILVERLINE #8 X 11/2" MIN. EMBED WOOD 1 FL# 14911.5 WINDOW (2 27) CT IMPACT SCREWS AT 3" / 6" O.C. MAX SEE ELEVS + 5S/-60 2 F L# 22SI3'b S.C. DOOR MASONITE N/A #10 X 11/2" MIN. EMBED WOOD SEE EI EV5 /U 12- SCREWS AT 3" / 6" O.C. MAX Product Model #— Mar ufacturer Attachment Method Type, Building Product Size, Spacing, Embedment & Stiffener etc. Design Design Pressure Pressure Mullions N/A Roof N/A So N/A Hurricane y Panels 9' N/A span or less I have reviewed the above product approval I formationl nd approve it. Name: Paul Welch P.E. Certification Number: 29940 N Jurisdiction: City of Port St. Lucie, FL SCOPE OF WORK CONSRUCT NEW PORCH ENCLOSURE PER PLANS AS SHOWN Code: FRC/FBC 2017 Project Address: THIS IS AN ALTERATION VEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR 221 OLIVE AVE Project Name: WELSH PORCH ENCLOSURE _ EXISTING BUILDINGS CHAPTER 7 AND 8. Architect/Engineer: Paul Welch P.E. NOTES: Type of Construction; CBS Framer X 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERHiY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. Building Designed: Enclosed X Open Partially Enclosed 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. Wind Speed (3 second gust) Vulr: 150 mph 3) ALL WRITTEN DIMENSIONS ON THE, DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. Wind Speed (nominal) Vasd: 116 mph p 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017,11BC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 Exposure: B MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. Internal Pressure Coefficient: 0.18 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. Importance Factor: 1.0 Building Risk Category 2 (1,2,3, or 4) 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017 FOR EXISTING BUILDINGS. t Mean Building Height: 15 i4 Overhang: 1.5 ft Roof Pitch: 4 / 12 STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITHASCE7-10. ' Components &Cladding Wind Pressures: + 24U / -32.4 PSF 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). CTUatQUILO (arvGDESIGN PRxSSUn SPOR lvtNX�oIiSANDDO nSLtsTCDONazANs7 3) CONCRETE CURB SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 Roof Dead Load; 5 Live Load: 20 PSI COMPRESSIVE STRENGTH AT 29 DAYS. 4) LANDING TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE Framed Floor Live Load: N/A sf Dead Load: NIA p STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REEW40RCING BARS: Shutters: Yes No X FOOTINGS: 3" BEAMS: 1'/z" SUSPENDED SLABS: 1'/z" 6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE Impact ResisAssembly: Yes X No PRESSURE TREATED,talrt 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 81 UNLESS OTHERWISE tl h•I OTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONF CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICiES. f )UNLESS OTHERWISE NOTED FOR EX E � i T RIOR WALLS iXTERIOR PLYWOOD i •, , • -. ' - .. , SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH lOd OR BETTER 1 . . , -....,..._ ..� - I NAILS O.C. EDGES AND G" O.C. FIELD , > OR SCREWED WITH DRYWALL. I d.� SCREWS 1.5 LONG AND 0.131 DIA. I I.IV - 2� 10 ) EXTERIOR FRAME � ,� WALLS TO BE STUCCO OVER WHiELATH WITH 11 GA. 2 LONG NAILS WIT$ 3/8" 0 HEAD @a 6" O.C. OVER 2 LAYERS OF 15# FELT OR j 21 Z O TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS I iJLa f~0 FI I� lj� @ 6" O.C. PERIMETER AND FIELD. III iZ nP F y (G 11) WEEP SCREEDS. A MINIMUM 0.019 INCH (0.48 MM) (N0.2G GALVANIZED SHEET ,I ' GAGE), CORROSION -RESISTANT WEEP WE SCREEDWITHASUMVERTICAL E• �,mYAr r1`1 D£IAIL Ids. rtPPRayF331 .p1®sz .MAYBEU�INLuuofGRADHnFIIT. ATTA) 1 CEMENT FLANGE OT 3 /z INCHES (89 MM) SHALL BE PROVIDED AT OR 1GI� BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER 1 ;.. TO DRAINTO THE EXTERIOR OF THE BUILDING. THE WATER -RESISTIVE BARRIER SHALL LIP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER ANI) TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP .' �_ ... SCREED _ i Y < 4 w oo p - a pip, .... -_._ ...:. ..... ----- — -- . -- _... .: ... ELECTRICAL NOTES yW0OD ?A1ss 1€ 1T wdLi. & GPI V i U L� u/ l/4"X S'/2'L4[A f30LTS - a i IZ-° p•G'• . - 1 L ELECTRICAL WORK SEAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) CR2ADEDFELTPAPERWTLt'ET.IIASF) _ � 2014 EDITION. i �+ PROVIDE BEAT) OFSHAL.ANT'/P 2) PROVIDE TAMPER RESISTANT RECPTICLES E PER NEC REQUIIiEMENTS. FROM HOGS OF OPENING UNDERFELT APPLY FELT TOFx1ERIOROP K WDOdSir3b�, p f 3) TIE ELECTRICAL INTO EXISTINGELECTRICALSERVICE. . r OPENINGAND FOLD FELT OVER IAMBS �IhI �GJUfJ '�i� WI. I(O'C•' — _. •% - WINDOW OPENING 10-1040A)L-s. to Gti •"" II i 6a N s•..„.. ,.. _ ,.. _ . EL GRADGRADEDPEL7'PAYElt sJLL PANNING Top �, (yo'ifn vt f.1 G. �t iS PEN=. -_� .-.. r_ •.=� ,� .. , `,",=."' EDF(APPL`sf2ULT.1Jo<G ELENECICAL'LOADCALC'S WRAP OVEREN IRE 3111, OVER. --PER L P SJLL PANNING 4" PROVIDE - - BEAD' OF SEALANT '/." FROM EDGE . 2213 S.F. @ 3 VA 6639 VA OP OPENING UNDEREEi.T TWO 20A APPLIANCE CKTS 3000 : . . i GRADE D FELT PAPER APPRON (APPLIED 15) i .. c' p. t P/r ,. - LAUNDRY YK'PoTa�AiE f 00 9-WMECONTINUOUSUrDERSIELLPRo� DRYER 5000 BEAPOFSEALANT%-M-OM EDGE RDh. A-r RANGE 12000OFSPENfNGUNDERFELT ZtGOLI I $ WH4'w� EI'owE6 'la Euss F+tbrJ'/ 4500 4Gue5 Ni cli Dv lzoo \ WP TUB (OPTION) 1200 ��{� i I�d(Z�Ohllli1l10L1�j N�1✓P rjGZEI;p �kINU / t=Gl f[ E7h REFRIG 1200 IRR. PUMP (OPTION) 1800 iIC�'"Ill%1H�1t)'Illy 'r IU�111�(tl� ��) L.�NV�- M►SC 5000 �111 .ul�)l) �GiS1 60- 00 �� TOTAL 43039 VA 9' / ll�lll--ill'ltl% i \ FIRST 10 KW @ 100% 10000 UiSliti) rlttJbDvl __. REMAINDER (")G 40% 13215.E � P-E MoJEy� FP -A MEb I � �. TYPICAL SECTI JE L�LIJL NTS... TOTAL ,! 23215.6 -' bTAY T3E US1Id5tl OF GRADSDFII,T. NOTE: ATTACH 2"X 4" WOOD STUD TO STING FRAME WALL WTIII , C. rl #14 X3" SCREWS AT'12" O.C. VER . AND TO EXISTING LX IN(1 A/C HEAT (pi 100"/° 12000 ALUMINUM POST WITH 9141 2'/z' SMS AT 12" O.C. VERTICAL c, w 1-! a'J0 i f?�MoJ6D TOTAL 35215.E VA .� �V(�r'INCiJ ��IST. ['rYP•� \ �� I �,Y.I�s•l. h Ewls-r � I t" EMA In,) — _ wo ELECTRICAL KEY SYMBOL SINGLE POLE SWITCH 3 THREE WAY SWITCH UV DUPLEX CONVENIENCE OUTLET 120V SPECIAL PURPOSE OUTLET 220V OUTLET III U FS GROUND FAULT PROTECTION wp� COP� WEATHERPROOF LIGHT FIXTURE ❑ FAN BOXILIGHT FLUORESCENTLIGHT ® EXHAUST FAN *0 - SMOECG DETECTOR CARBON MONOXIDE DETECTOR _Q l s f EQUIPMENT DISCONNECT WINDOW / DOOR SCHEDULE SIZE / TYPE NOTES 2 37 3/4" W X 63" B SH25 WINDOW 7 13 0 6 8 SOLID CORE DOOR SOLID CORE ® E)C1".;rr O V1• NEN4' rix,lgt G'Y(• IGJ''�, - Ld./' 1 ` J.LUMI IJW"1 WG o.4. w A L4•- I hl'iiJL�. O�i i td 3[i X 3G" Sly FI N h�t►GG _ P GGNL. FINih { EMC'N st;k INl4 Ff,S, TABULATION EXIST, LIVING 2,044 Sq. Ft. NEW LINING 1691 Sq. Ft. Sq. Ft, TOTAL 2,213 Sq, Ft. S w A r 4 i4• Lf „r +k: O1 H, iE Lg ,7 rA 7 f t� SHEET NUMBER