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HomeMy WebLinkAbout117 Laurel Ave 17-3677 (A) PLAN & ELEVATIONVA, 1 I I IV/"1 L• /"11�L vvv COLUMNS ALIGNED WITH EXISTING MASONRY PIERS 1 FLOOR PLAN Al SCALE 4" = 1'-0" FRAMING CRITERIA 2 ELEVATION Al SCALE "' = 1'-0" \_ EXISTING CONCRETE STEPS TO REMAIN XISTING FASCIA ND BEAM TO EMAIN HREE EXISTING IOOD PORCH :OLUMNS TO BE E -CONDITIONED ,ND RE–INSTALLED XISTING BRCK ;UPPORT PIER FJA TWIST CONNECTOR 3 c"f r t t� I 0 Y 0 1 �, H8 TWIST CONNECTOR EXISTING WOOD BEAM SIMPSON LSTA15 STRAP CONNECTOR © BACK SIDE OF COLUMN NOTE: PAINT ALL EXPOSED CONNECTORS TO MATCH COLUMN SIMPSON H8 TWIST CONNECTOR, COLUMN TO DBL 2x8 BELOW; INSTALL AT BACKSIDE OF COLUMN SIMPSON FJA TWIST CONNECTOR, MASONRY PIER TO DBL 2x8 BEAM 3 COLUMN ANCHORAG Al SCALE "' = 1'-0" LSTA 15 RECORD COPY INSTALL CONNECTORS PER MANUFACTURER'S INSTRUCTIONS USING RECOMMENDED FASTENERS HISTORIC PERMIT All work must be done in strict accordanceria �W With the Approved Certificate of App p rove any work outside this scope Building dog not app licattt is Soley responsible for compliance .Permit App ... _ . NOV 30 2017 I � N 4 I REVIEWED POR CODE COMPLIANCE PLANS EXAMINER t2 -2o 1.2. ---- DATE SAAF _B_Q B IL.DINQ DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT VENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TI CONSTRUCTION OR VIOLATIONS OF THIS CODE E DETAILS A yylitry' 1 NEW CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE–RESIDENTIAL 2014 (d ASPHALT FIBERGLAS SHINGLES CHAPTER 3 "BUILDING PLANNING", SECTION R301 "DESIGN CRITERIA" 2 WIND DESIGN CRITERIA: E AUS 1F �, ,F• BASIC WIND SPEED (3 SECOND GUST) : 139 MPH [FIG. R301.2(4)] 1x6 T&G DECKING PROJECT DOES NOT LIE IN WIND BORNE DEBRIS REGION [FIG. R301.2(4)] OVER FLOOR N N U JOISTS; PAINT EXPOSURE: B FINISH BUILDING MEAN HEIGHT IS LESS THAN 30 FT L ry N PORCH ROOF SLOPE: 14 deg – 3:12 PITCH ROOF COMPONENT & CLADDING LOADS –TABLE R301.2(2) (WORST CASE FOR ALL ZONES) 3 LIVE AND DEAD LOADS: ROOF DEAD LOAD: CEILING 3psf, ROOFING 2 psf, WOOD DECK 2 psf = TOTAL 7 psf f0 _ 'C Q C Q� ROOF LIVE LOAD (TABLE R301.6): COLUMNS TO BE AT 1/4:12 ROOF PITCH – 20 psf REFURBISHED 7" DIA. WOOD COLUMN ON 11 "x11" WOOD TOTAL ROOF LOADS = 27 psf ©1 /4:12 PITCH BASE RE–CONDITIONED MAXIMUM DEFLECTION: L/240 4 STRUCTURAL FRAMING LUMBER TO BE NO. 2 SOUTHERN PINE 5 SECURE PLYWOOD ROOF, FLOOR AND WALL SHEATHING TO FRAMING WITH 8d RING SHANK NAILS AT 6" O.C. ALONG EDGE FRAMING AND 6" O.0 AT INTERMEDIATE FRAMING PER R803.2.3.1 AND RE–INSTALLED -0 -0 "a > FASTENER MINIMUM REQUIREMENTS • 0.113 NOMINAL SHANK DIAMETER d. w c • RING DIAMETER OF 0.012 OVER SHANK DIAMETER • 16 TO 20 RINGS PER INCH P. • 0.280 INCH FULL ROUND HEAD DIAMETER • 2 INCH NAIL LENGTH 2 ELEVATION Al SCALE "' = 1'-0" \_ EXISTING CONCRETE STEPS TO REMAIN XISTING FASCIA ND BEAM TO EMAIN HREE EXISTING IOOD PORCH :OLUMNS TO BE E -CONDITIONED ,ND RE–INSTALLED XISTING BRCK ;UPPORT PIER FJA TWIST CONNECTOR 3 c"f r t t� I 0 Y 0 1 �, H8 TWIST CONNECTOR EXISTING WOOD BEAM SIMPSON LSTA15 STRAP CONNECTOR © BACK SIDE OF COLUMN NOTE: PAINT ALL EXPOSED CONNECTORS TO MATCH COLUMN SIMPSON H8 TWIST CONNECTOR, COLUMN TO DBL 2x8 BELOW; INSTALL AT BACKSIDE OF COLUMN SIMPSON FJA TWIST CONNECTOR, MASONRY PIER TO DBL 2x8 BEAM 3 COLUMN ANCHORAG Al SCALE "' = 1'-0" LSTA 15 RECORD COPY INSTALL CONNECTORS PER MANUFACTURER'S INSTRUCTIONS USING RECOMMENDED FASTENERS HISTORIC PERMIT All work must be done in strict accordanceria �W With the Approved Certificate of App p rove any work outside this scope Building dog not app licattt is Soley responsible for compliance .Permit App ... _ . NOV 30 2017 I � N 4 I REVIEWED POR CODE COMPLIANCE PLANS EXAMINER t2 -2o 1.2. ---- DATE SAAF _B_Q B IL.DINQ DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT VENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TI CONSTRUCTION OR VIOLATIONS OF THIS CODE E DETAILS A yylitry' EXISTING PORCH ROOF WITH ....:. (d ASPHALT FIBERGLAS SHINGLES E AUS 1F �, ,F• N N U F L ry N CQ f0 _ 'C Q C Q� COLUMNS TO BE �m� O O O RE–CONDITIONED BL V E AND RE–INSTALLED -0 -0 "a > d. w c FRONT PORCH TO BE U P. (0a F RECONSTRUCTED TO MATCH a) • .� L E EXISTING CONDITION AS -000 N a) EL N C ORIGINALLY BUILT •� E a� .� Q V PROVIDE T&G DECK TO MATCH EXISTING c a� ^,E.c > UCm W 0 EXISTING BRICK — SUPPORT PIERS TO REMAIN O -o-- 2 ELEVATION Al SCALE "' = 1'-0" \_ EXISTING CONCRETE STEPS TO REMAIN XISTING FASCIA ND BEAM TO EMAIN HREE EXISTING IOOD PORCH :OLUMNS TO BE E -CONDITIONED ,ND RE–INSTALLED XISTING BRCK ;UPPORT PIER FJA TWIST CONNECTOR 3 c"f r t t� I 0 Y 0 1 �, H8 TWIST CONNECTOR EXISTING WOOD BEAM SIMPSON LSTA15 STRAP CONNECTOR © BACK SIDE OF COLUMN NOTE: PAINT ALL EXPOSED CONNECTORS TO MATCH COLUMN SIMPSON H8 TWIST CONNECTOR, COLUMN TO DBL 2x8 BELOW; INSTALL AT BACKSIDE OF COLUMN SIMPSON FJA TWIST CONNECTOR, MASONRY PIER TO DBL 2x8 BEAM 3 COLUMN ANCHORAG Al SCALE "' = 1'-0" LSTA 15 RECORD COPY INSTALL CONNECTORS PER MANUFACTURER'S INSTRUCTIONS USING RECOMMENDED FASTENERS HISTORIC PERMIT All work must be done in strict accordanceria �W With the Approved Certificate of App p rove any work outside this scope Building dog not app licattt is Soley responsible for compliance .Permit App ... _ . NOV 30 2017 I � N 4 I REVIEWED POR CODE COMPLIANCE PLANS EXAMINER t2 -2o 1.2. ---- DATE SAAF _B_Q B IL.DINQ DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT VENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TI CONSTRUCTION OR VIOLATIONS OF THIS CODE E DETAILS A yylitry' ....:. (d - 5.v AUS 1F �, ,F• N N U L ry N CQ f0 _ 'C Q C Q� �m� O O O BL E C.0 -0 -0 "a > d. w c U P. (0a ,o a) • .� L E -000 N a) EL N C QC •� E a� .� Q V c a� ^,E.c > UCm W 0 O -o-- ~N ye'� LO o 0 c n \/ r Nc 0CM >,.T > a U � L CULL -C �: 3 C U C -4-a CU ._ 62 101) ^ vJ � Q•CL oQo U a 2 a) mY o t° c .Y (Cf O aim O E H� w Cq M Co Q O J LL 0 O LL z Q CO ING SANE ARD °FPAR# 17 3 6 7 7 �o A-1 PLAN & ELEVATION