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Home My WebLink AboutPAPERWORK FROM ARCHITECTr Yours Peter M. Wisniewski, Architect 2801 N. Highway A1A, Apt. A Fort Pierce, FL 34949 March 3, 2019 St. Lucie County Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Re: Plan review for 190-0465 Hugo Lerma 2711 N. Highway A3A, Apt. D North Hutchinson Island, FL Dear Building Department: THES"" rL PtNS AND ALL PROoOSED WORK ARE SUBJECT TO ANY CORRECTIONS 'RcCUIREED BY FIELD INSPECTORS T.gAT MAY BE NECESSARY IN ORDER TO C010PLY 6YIT I ALL APPLICA3LE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSISILITY OF THE CONTRACTOR OF RECORD Revision #2: Revision to change 2" x 6" Studs to 2" x 4" Studs, See Section for Wall Framing and Window Framing Details. St 4�cie ByNE® CO4nty Peter WisnibW! FL#AR0012606 RECFT` ,r_ n MAR(!; ..,I 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 2 16-d @ 12" o.c. EXISTING TRUSS JOIST TO REMAIN. Existing Stud Wall i 2X4STUD GA 1 STUD TO PLATE �-2 X 4 PLATE 2 2 X 10 WITH Y4" PLYWOOD SPACER GLUED & NAILED t W/16d NAILS @ 8" o.c. STAGGERED BOTH SIDES BEAM DETAIL 5/8 CDX 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 /JOIST FORM NEW MEMBERS 2-2X10 N PLYWOOD SPACER ADD 12X STU D TO EXISTING 2 X 4 PLATE 2-16d NAILS � NEW DBL 2 x 10 JOIST 16' LONG SECTION THRU BEAM THRU BOTTO OF PLATE STRAP STUDS TO EX. FRAMING BELOW WITH SIMPSON LSTA 12 W/14-iod NAILS SIDE VIEW Second Floor East SIMPSON GA 1 STUD TO EX. 2 X 4 PLATES TWO STUDS @ BOTH SIDES 24 o.c. OF:STUDS HGU5210-1 JOIST HANGER A SECOND FLOOR ONLY L, CALLS: JOIST Ln = 16' 22* = DL 40=LL M=3968'sq SM feq =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 MAR 0 6 2019 S . Lucie PETER M. WISNIE,WSKI, ARCHITECT, FL. LICENSE #AR0012606 OWNER: Hugo Lerma 2801 N. HIGHWAY AIA, APT. A 2711 N. HIGHWAY AIA, APT. D Hutchinson Island, FL 34949 Hutchinson Island, FL 49 239-464-5669 DATE: January 17, 2019, Revision March 3, 2019 R. 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 Y2" NAILS /�/r2> STRAP STUD TO EX. FRAMING ABOVE WITH SIMPSON LSTA 12 W/14-10d NAILS .171 HEW/ PLYWOOD SPACER GLUED j & NAILEDW/16d NAILS @' ' 8" o.c. STAGGERED BOTH IDES. ) 2" X 4" STUDS E 2" X 4" PLATE ANCHORED WITH 3/8"X5 LAG BOLTS @24" o.c. MAX FOR SECOND FLOOR. NAIL NEW HEADER STUD TOGETHER W/16D NAILS @8"O.C. STAG NINDOW )PENING SIMPSON GA-1 STUD TO PLATE —STRAP STUD TO EX. FRAMING BELOW WITH SIMPSON LSTA 12 W/14- 10d NAILS RECEIVED MAR 0 6 2019 ST. Lucie County, Permitting PETER M. WISWEWSKI, ARCHITECT, FL. LICENSE #AR0012606 OWNER: Hugo Lerma 2801 N. HIGHWAY A1A, APT. A 2711 N. HIGHWAY AlA, Apt. D Hutchinson Island, FL34949 Hti�s�n Id, FL 34949 239-464-5669 DATE: June 16, 2018, Revision March 3, 2019 Peter M. Wisniewski, Architect 2801 N. Highway AIA, Apt. A Fort Pierce, FL 34949 February 28, 2018 1�o�-oy�5 St. Lucie County Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Re: Plan review for 190-0465 Hugo Lerma 2711 N. Highway A1A, Apt. D North Hutchinson Island, FL Dear Building Department: RECEIVED FF8 a 8 2019 Lucie county, Permitting ST. LUCIE COUNTY BUILDING DIVISION FOR MUST BE KEPT ON JOB OR NO INSPECTION VVI�L BE MADE THESE PLANS AND ALL PROPPED W521' ARE SUBJECT TO ANY CORRECT IONS Comment #1: }3EWRED BY FIELD INSPECTOP:S PK-T MAY BE NECESSARY IN OR ER TO Clarify Sheathing Attachment with Nails @16"O.C. (R602.3) COMP Y WITH ALL APPLICABLE CODED. Response #1: Please see revised letter dated February 28, 2019 and revised plans Yours Peter Architect W CONCEALED FASTENERS OR ATTACHMENT ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD S. R. NORTH A1A 4. NORTH W 0 h c Z 3 W 0 H SITE PLAN A PORTION OF LOTS 4, S, AND 10' ON ALLEY WEST SIDE BLOCK 7S7 20� 6Gf ASPHALT PARKING 2 SPACES PER UNIT PETER M. WISMIEWSKI, ARCHITECT, FL. LICENSE #AR0012606 OWNER: Hugo Lerma 2801 N. HIGHWAY AIA, APT. A 2711 N. HIGHWAY A1A, APT. D Hutchinson Island, FL 34949 Hutchinson Island, FL 34949 239-464-5669 DATE: January 17, 2019 NOTES: — - STUCCO ON-RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER AM M C-1063: 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 6 STUDS AT 16" o/c STRAP EACH STUD WITH SIMPSON SP4 WITH 6- 10d X 136" NAILS / 19 n STRAP STUD TO EX. FRAMING ABOVE WITH SIMPSON LSTA 12 W/14-10d NAILS HEADER 2X6W/ PLYWOOD SPACER GLUED j & NAILEDW/16d NAILS @ is s 8" o.c. STAGGERED BOTH ; t X 6" STUDS 2" X 6" PLATE ANCHORED WITH 3/8"X5 LAG BOLTS @24" o.c. M, FOR SECOND FLOOR. NAIL NEW HEADER STUD TOGETHER W/161) NAILS @8"O.C. STAG WINDOW OPENING SIMPSON GA-1 STUD TO PLATE STRAP STUD TO EX. FRAMING BELOW WITH SIMPSON LSTA 12 W/14- 10d NAILS PETER M. WISSKI, ARCHITE67!FL LICENSE #AR0012606 OWNER: Hugo Lerma 2801 N. HIGHWAY JJAIA; APT. A 2711 N. HIGHWAY A1A, APT. D Hutchinson Island, FL 34949 Hutchinson Island, FL 34949 239-464-5669 DATE: January 17, 2019 Note: '41k Existing 2" x 6" wood studs with 5/8" CDX Plywood with 15# Felt and Paper Backed Wire Lath and 5/28" Brown Coat Stucco and''/<" Finish Coat and Pain. Add 1 Stud to 2 16-d@ 12" Existing Truss Joist To Remain SECTION THRU BEAM SIDE VIEW Existing Stud Wall BEAM DETAIL 2X6" GA 1 Stud To Plate 2 X 4" Continuous` 2 X 6" Plate 2 2 X 10 WITH %" Plywood !/ Spacer Glued & Nailed i W/16d Nails 2 8" o.c. 4ereh Sides 1 � �157 5/8 CDX Plywood Second Floor West Sheathing, Use 8d Ring Shank Nails @6" Simpson GA 1 Stud To Plates Two Both ides of Existing 2 x 6" stud Studs Wall Ex. 2 x 6" Studs Simpson GA 1 Stud to Remove Damaged Truss Joist Form New Members 2-2x10 W Plywood Add 12 x 6" Stu To Existing 2 x 4 Plate 2-16d Nails Thru Bottom of Plate New DBL 2 x 10 Joist 16' Long HGUS210- 1 Joist Hanger Second Floor Only Strap Studs To Ex. Framing below Withy Simpson LSTA 12 x W/14-10d Nails PETER M. WISNIEWSKI, ARCHITECT, FL. LICENSE #AR0012606 2801 N. HIGHWAY A1A, APT. A Hutchinson Island, FL 34949 239-464-5669 DATE: January 17, 2019, revision 2/28/19 OWNER: Hugo Lerma 2711 N. HIGHWAY A1A, APT. D Hutchinson Island, FL 34949 West Elevation (2) 3750 S.H. Second Floor Plan First Float plan, Existing Metal Roof Existing Gutter Existing Trim To Be Removed New Impact Energy Coated Window New Stucco Existing Leader Existing Window To Remain Existing Door To Remain Approximate Finished Grade Existing 8" Block Existing Wood Studs Remove and Replace Existing Window Existing Door To Remain Existing Window To Remain Existing Storage Line of Second Floor PETER M.VM(S�IYWSKI, ARCHITECT, FL. LICENSE #AR0012606 OWNER: Hugo Lerma 2801 N. HIGH AY AlA, APT. A 2711 N. HIGHWAY A1A, APT. D Hutchinson Island, FL 34949 Hutchinson Island, FL 34949 239-464-5669 DATE: January 17, 2019 1. Design Code: Florida Residential code 2017 6`h Edition using ASCE 7-10 2. Structure Design is:, X Enclosed_ Partially Enclosed _Open Building i 3. Risk Category: _I X II _III _IV Exposure Category _B X C _D Adjustment coefficient 11_21 ¢. Design Wind Velocity 16S mph _ASD _LRFD End Zone Width 33_6" ft. ting ft S. Mean Roof Height: Exis. Roof Pitch: Existing:12 Parapet: _ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30' MRH (Worst Case) i 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 8. 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 ZONE 4— 56.5 +64.0/-80 PGT INDUSTRIES SH700 NOA# IMPACT Y." 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. Val PETER M. WISNIEWSKI, ARCHITECT, FL. LICENSE #AR0012606 2801 N. HIGHWAY AlA, APT: A Hutchinson Island, FL 34949 236-464-5669 DATE: January 17, 2019 OWNER: Hugo Lerma 2711 N. HIGHWAY AlA, APT. D Hutchinson Island, FL 34949