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HomeMy WebLinkAboutSite Plans(YIPT/a, t.. ROSt IGi Wc. odIER. / y Z740WOODROOFJOIST SCOPE OF WORK C,O* FF_kT <% 13lMa t' 1W 4q4„o.c. i GDY Pc.W V4 V rt ffA't-i•FtNCr:_�...�_ mcrrsAb's"'D P6R FLASHING CONSTRUCT COVERED PORCH PER PLAN SIMPSON MTS16 WI as}mD: EACHJOIBT NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 17, AND THE FBC 17 RESIDENTIAL, METAL DRIP EDGE-----, _`- —_ 2017 PLUMBING CODE, 2017 MECHANICAL CODE AND THE NEC (NFPA 70) 2014 EDITION.. SIMPSONLUS26 Wr(e),IDO ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE FBC 17 FOR P.T.2x1JFwOOD FASCIA ---s - pG GL..C.� W I EACIIJOIST to � plal�rc-s p EXISTING BUILDINGS, THE FBC 17, AND THE FBC 17 RESIDENTIAL. P.T. 2x8 WOOD LEDGER WJ DDL 2xi2 WOOD BEAM WITH v" PLV WOOD %"D1AMETERx 5 W RLDHE.AD,._ THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 17 FOR EXISTING SPACER GLUED & NAILED W/ IOD NAILS - SIMPSON AC•4 W((28)-16D NAILS ,AT 24" O.C. AT S" O.C. STAGGERED BOTH WAYS EACH POST TO HEADER (USE SIMPSON BUILDINGS CHAPTER 6 AND 7 LCE4 AT CORNER POSTS W1(A} 16D NAILS) Jurisdiction: City of Port St. Lucie, FL Code: FRC/FBC 2017 Project Address: ` 121 NE NARANJA AVE. Project Name: ALVARO PORCH ADDITION Architect/Engineer:.. Paul Welch P.E. Type of Construction: CBS - Frame: X Building Designed: Enclosed X Open Partially Enclosed Wind Speed (3 second gust) V It: 150 mph Wind Speed (Dorrimal) V asd: 116 mph NOTES: Exposure B 4x4 P.T. POST .EXISTING C.B.S. WALL STRUCTURAL NOTES: - Internal Pressure Coefficient : 0.18 -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL TYPE 2 FASTENER PATTERN 0MCTA!_ R-00F Importance Factor: 1.0 Building Risk Category 2 (1,2,3,or4) DIMENSIONS, 1) DESIGN LOADS IN ACCORDANCE WITHASCE7-10• #1/4.14x7/8"Lap Screw @240.C.Max. —' CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) SOIL BEARING CAPACITY: 2000PSF(MIN.). Mean Building Height 15 ft SIMPSON ABU44 WITH (ie)-ISO - 3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE �� �� __: �� ,� „ „ AND (A-S/S"DIA. XS"ANCHOR BOLT - STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE 5 7 5 7 5. 7 5 Overhang: I it - Roof Pitch: 1 / 12 STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. ADDRESSED BY THE 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: Components&Claddm Wind P ENGINEER AS CONSTRUCTION PROGRESSES. FOOTINGS: 3" BEAMS:1'/" SUSPENDED SLABS: 1 a" g d Pressures: + 24.2 t 32.4 PSF ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER 5) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE (ACTUAL uDD L) uAo/ ocxT'! PR ExtSTrnc CONCRETE SCALED ?.. of Dead Load. 7 Live Load. 20. TREATED: (1) #9 15 x 1-1 /2 w/Sealer Washer g - Framed Floor Live Load: N/A sf Dead Load: N/A. 6} SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF p Fvttsac rle d )y62wI caetz DIMENSIONS. HARDWARE IS NOT PERMITED. Pip na \ ,;1 /51/1-�fjl -ALL CONSTRUCTION TO BF_ IN ACCORDANCE WITH THE FBC I FBCR 2017. 7 L Shutters. Yes #N/A No #N/A ) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL - :: CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. - ... Impact Resistant Assembly: Yes # S) ROOF SHEATHING TO BE NAILED WITH 3d RING -SHANK NAILS AT 4 O.C. PERIMETER /Lail -uJ, ;�„1�'lhs.m�.11ll,f.11�.Irll::all!•�:IUI-1ur:�rl'-„.r)+�=:rlli�inn , AND 6 O.C. FIELD. (dJl _ ,.., t�1 rill 9) STUCCO SOFFIT NOTE: SOFFIT TO BE STUCCO OVER WIRELATH W/ IIGA. 2" NAILS W/ t 11=%s ")I I 318" O HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS) OF 15# FELT.: - -~ NOTE: PROVIDE TYVAK BUILDING WRAP BETWEEN PAPERBACKED LATH AND CDX rn`Ttll Oall�v �r / r gy " TYPICAL PICAL a7P4-.TI01V DETAIL T7 PLYWOOD "i i 1 1 i aL N rs... 10) EXTERIOR WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 318" 0 HEAD @ 6° O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER -_-_ 15132" C➢X PLYWOOD WITH IOD NAILS TO STUDS @ G" O.C. PERIMETER AND FIELD. - I I I � I ?III 'l d TafL� II x t z_t 6vAylc�omov gEt.�t kA"M1ATtiP � 1 ro PrK2 tZ�S1i�>rsk 10 II I' \ILL.-1hI �x 1saN _� 'at_t yiC4,,'H/b bS I Fr•I W 1 S 6� W V �+'r A�c. I O tw arc_ Vi 4H EL. I r — _ >" : j2ool='rt� _ Pti` 2� a Vt;v�21'•• w! `I10 K gI/1„ ' f '^� °�,� `' . \ IaU>aNf�Aos cDJ '2.4" 4C. 3� I I T ( 1 gip, LL 2XIv fLooF !�"OIS`CS I I I :III I = _ t �^,� 2 ," LU � III II � Cwi Ij IIiIi��+i{ J L ? In �i vl v6u 2x 11 0 16M 3ta t2" } Ill o Fx15 r. Sc.D A ! a- IN "w �x15T 5a rklst Sala GLp M :. NF'LA. t -�^ - -. .._-...�...._._ ..-T..T.._..... ____ �.— —�---- . ST2uc-r,Ne?T1=�-:11z LLJ n _._ T T Gn N �� I x, L pGER WrttFl --4 WMLeM C �°a anlAl �i O ` I-,t'1-!' ,�P � MAV— Q I�at- 9 wPCFI L?ESL ZxIZ WC) JbH o ___ GoVI r2�P ofLc N 4 XI (1N��pllNA`iICAN �r /.� n�7 f+, 1�m WPHPI wPGFI wPC.4'! i/ Y.T .�aI L l_..� G.t Y•+F:7Le�l"7'^i.V f,IT4... _ (Ni - yU't OUT t';K15T pgia4 .. t+i6.6.b0 W4Y_L WSW _. 12""k45"p6va rCL.L 2'-x 1'X 2i4 2ic6 P'+; -. 9 'w1 4".GM13P E.-a 4a'WO PAD Ttarn l'CY l ! 6UT Dx'%rz l2S �.. W11310r?alh" YEA..w4le '�' ^"'^" U!' } y '��. REVIEWED FOR F CtExI�T ?&4L bow I_c3c�1z L_ -r /a , 6 6 CODE COMPLIANCE Ext�q. Pavt preox aRglta-Toth I"� k.l Sta ST. LUCIE CO�INTY _..M` BOCC © .�.... C �t�on.. �I"fin qr ELECTRICAL NOTES: U SHEET N1111EER �,��u Z,�,��p �-.�:'•r... _ / ��.++ PAINC ' ALL WORK SHALL COMPLY WITH THE 2014 NEC NFFA 70 AND PA UL Lira]. C/ 1 �1 df ( ) THE FBC/FRC 2017 MECH ^ j - PROVIDE TAMPER RESISTANT CPTICLES PER NEC REQUIREMENTS r, -. ANICAL ELECTRICAL C/1//L E?VIC,IN C2 ' u < f EERING - GROUND SYSTEM PER NEC 250 �8 T171-1 4S. W. BIL7'MORE ST. SUITF_ # OLI h`i nT I ONL N t a"_ s A _ TIE NEW ELECTRIC TO EXISTING SERVICE r I4 / _ PORT ST. LUCI.E, FL 3498,a - SHONE (7_i PJ 785 9888 E-MAIL E ELCH/NC@AO L CO r PAUL WELCH P E: FLA REG N0. 129945 l - FEB' 2ai ; City of Port Saint Lucie Building Department Product Approval Submittal Affidavit Permit # Building Address: SEE PLAN Contractor: TBD Opening Schedule : Swing doors Product FL# / MODEL Manufacturer Attachment Method. Type Spacing, Embedment & Stiffener etc. Building Design Pressure Product Design Pressure _ ROOF 11651. GULFPBR GULF COAST SUPPLY SEE DETAIL ON PLAN -61.1 -154 I have reviewed the above product approval information and approve it. Name: Paul Welch P.E. Certification Number: 29945 �M1 —� _ _1— _