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Home My WebLink AboutSITE PLAN7 REVIEWED FOR CODE COMPLIANCE S. R. NORTH A1A ST. LUCIE COUNTY BOCC e SCANNED BY St. Lucie County Line of Wall Below W 4' ch W 0 Z m m m 3� LU E 0 E 0 E 0 _ fA U U U Deck 2805 D I 2805 C 1 1 2805 B NORTH SITE PLAN A PORTION OF SECTION ONE BLOCK 7 PARTS OF LOT 1 AND 2 AND 10' ON ALLEY WEST SIDE UB ��rn II ASPHALT PARKING 2.SPACES PER UNIT PETER M. - ISMIEWSKI, ARCHITECT, FL. LICENSE #AR0012606 2801 N. HIG WAY AlA, APT. A Hutchinson Island, FL 34949 236-464-5669 DATE: March 11, 2019 OWNER: Judy Taylor 2805 N. HIGHWAY AlA, APT. C Hutchinson Island, FL 34949 East Elevation 1 (2) 30501 Second Floor Plan Ling Metal Roof Ling Fascia Impact Energy Coated lows Stucco Ling Window To Remain ling Door �oximate Finished Grade Existing 8" Block Existing Wood Studs New Impact Energy Coated Windows PETER M.)NItAIEWSKI, ARCHITECT, FL. LICENSE #AR0012606 OWNER: Judy Taylor 2801 N. HIGHWAY AIA, APT. A 2805 N. HIGHWAY A1A, APT. C Hutchinson Island, FL 34949 Hutchinson Island, FL 34949 236-464-5669 DATE: March 11, 2019 Note: Existing 2" x 4" wood studs @24"/o.c. with 5/8" CDX Plywood with 15# Felt and Paper Backed Wire Lath and 5/8" Brown Coat Stucco and''/<" Finish Coat and Paint. ADD 1 STUD EXISTING 216-d @ 12" o.c. EXISTING TRUSS JOIST r TO REMAIN -1- Existing Stud Wall 5/8 COX Plywood Sheathing, use 8d. Ring Shank Nails @6" o.c. EXISTING 2 x 4 STUD WALL @ 24" o.c. SIMPSON GA 1 STUD TO PLATE REMOVE DAMAGED TRUSS FORM NEW MEMBERS 2-2X10 W PLYWOOD SPACER ADD 12X4 STUD TO EXISTING 2 X 4 PLATE 2-16d NAILS SECTION THRU BEAM THRU BOTrOf OF PLATE/ STUD GA 1 GA 1 STUD TO PLATE r_ 2 X 4 PLATE 2 2 X 10 WITH Y4" PLYWOOD SPACER GLUED & NAILED W/16d NAILS @ 8" o.c. STAGGERED BOTH SIDES BEAM DETAIL r, SIDE VIEW Second Floor East SIMPSON GA 1 STUD TO EX. 2 X 4 PLATES TWO STUDS @ BOTH SIDES 24 o.c. OFtSTUDS NEW DBL 2 x 10 JOIST 16' LONG HGUS210-1 JOIST HANGER SECOND FLOOR ONLY STRAP STUDS TO EX. FRAMING BELOW WITH SIMPSON LSTA 12 W/14-10d NAILS PETER M. "MIE{NSKI, ARCr1TECT, FL. LICENSE #AR0012606 2801 N. HIGHWAY A1A, APT. A Hutchinson Island, FL 34949 239-464-5669 DATE: March 11, 2019 CALLS: JOISTLn=16'22*=DL 40=LL M=3968'sq SM req =34.0' in cu Q=192/360 = .53 1 req = 195.5"sq DBL 2 x 10 = SM=48.8 in cu * DBL 2 x10 = SM=48.8 in cu 1=232" sq OK OWNER: Judy Taylor 2805 N. HIGHWAY A1A, APT. C Hutchinson Island, FL 34949 NOTES: STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-2063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN . BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. 2 X 4 STUDS AT 16" o/c STRAP EACH STUD WITH SIMPSON SP4 WITH 6- 10d X 1'/z" NAILS STRAP STUD TO EX. FRAMING ABOVE WITH SIMPSON LSTA 12 W/14-10d NAILS HE�EER2X6W/%" PLYWOOD SPACER GLUED & NAILEDW/16d NAILS @ 8" o.c. STAGGERED BOTH IDES. 2" X 4" STUDS N i CI 2" X 4" PLATE ANCHORED WITH 3/8"X5 LAG BOLTS @24" o.c. MAX FOR SECOND FLOOR. NAIL NEW HEADERSTUD TOGETHER W/16D NAILS @8"O.C. STAG IINDOW PENING SIMPSON GA-1 STUD TO —PLATE STRAP STUD TO EX. FRAMING BELOW WITH SIMPSON LSTA 12 W/14- 10d NAILS PETER M. WKNIEVHSItrARCHITECT, FL. LICENSE #AR0012606 OWNER: Judy Taylor 2801 N. HIGHWAY AlA, APT. A 2805 N. HIGHWAY AlA, APT. C Hutchinson Island, FL 34949 Hutchinson Island, FL 34949 239-464-5669 DATE: March 11, 2019 Certification for Design Load Compliance 1. Design Code: Florida Residential code 2017 6" Edition using ASCE 7-10 2. Structure Design is: X Enclosed_ Partially Enclosed _Open Building 3. Risk Category: _I X II _III _IV Exposure Category _B X C _D Adjustment coefficient 11_21 4. Design Wind Velocity 165 mph _ASD _LRFD End Zone Width 3'-6" ft. S. Mean Roof Height: Existing ft. Roof Pitch: Existing:12 Parapet: _ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30' MRH (Worst Case) Zone 1: N/A Zone 2: N/A Zone 3: N/A Zone 4: 61.7 Zone 5: -74.1 Garage: N/A 7. Design Loads: Floor Exist PSF Roof/Dead: Exist PSF Roof/Live: Exist PSF Balcony: _PSF Dock: _PSF Deck: _PSF Stairs: _PSF Fence: _PSF Railings: _PSF B. Were Shear Walls Considered for Structure? _Yes X No Not applicable Explain Why Not: Existing 9. Is a Continuous Load Path Provided? Yes Not Applicable Explain Why 10. Design Soil Bearing Pressure: N/A PSF Soil boring Test required: _Yes X No(based upon section 1803.2 exception) PRODUCT REVIEW PRODUCT _OPENING DESIGN PRODUCT MANUFACTURER MODEL # APPROVALS GLASS ATTACHMENT METHOD PRESSURES DESIGN TYPE (WORST CASE) PRESSURES WINDOW ZONE4-56.5 +64.0/-80 PGTINDUSTRIES SH700 NOA# IMPACT X"ULTRACON@37-3/8"MAX. AND ZONE 5-64.5 With 16-0714.06 SOLAR 6-1/2" MAX. FROM EACH CORNER, Mullion HEAT WITH A 1-3/4" MIN. EMBEDMENT AND Tube GAIN 2-1/2" MIN. EDGE DISTANCE FBC107.1 0.53 THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS ARCHITECT FOR THESE PRODUCTS. PETER MI WMIEWSKI, ARCHITECT, FL. LICENSE #AR0012606 2801 N. HIGHWAY A3A, APT. A Hutchinson Island, FL 34949 236-464-5669 DATE: March 11, 2019 OWNER: Judy Taylor 2805 N. HIGHWAY AlA, APT. C Hutchinson Island, FL 34949