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Home My WebLink AboutFLOOR PLANN v _ _ *'w�kkk n C� INFILL WINDOW EXIST dl M- BEI�iZM 10-0" CLG J / PR3080 BYPASS PR30W BYPASS INFILL WINDOW 6r I v I PR30W BYPASS 14-5" 7'-4" 111111111111111 IN alu EXISTING 1=41* 1ILY fK 1 II'-0' GLG ♦9 P L I NG RI"l " LG 0 I j } IWtif � I• p — 10'-0° CLG B 5-10" 2'-S ;n N N COVERED ENTR"r 11'-4" CLG 4 -4" 17'-2" let FLOOR PLAN - REi" fODELOQ PLUMBING NOTE, - ALL PLUMBING 1=IXTURE6 TO BE LOCATED IN EXISTING LOCATIONS -4" PIS, 22'-2" NEW COVERED PATIO 11'-4" CLG ... r _ 1 REF 9 �O I DW NEW KI CEN VAULT CLG U.G. MICF-'-j �+1 RANGE W/ HOC W/ POT NEW SLAND FILLER U c. WIN£ I _ J 12'-4" /r INFILL "%,, WINDOW 70 NEW OFFICE '10-0° CLG ® I'-1111 I 4I-•2" GENERAL NOTES- JAMES C. NOTE: DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY PAI r E' JR. I. ALL WORK SHALL COMPLY WITH 2O17 FLORIDA RESIDENTIAL BUILDING CODE AS ADOPTED BY THE LOCAL COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. ARCHITECT I'-4" 2, VERIFY ALL DIMENSIONS AND EXISTING/ NEW CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER 'IN WRITING IMMEDIATELY FIRM LIC. #0009524 PRIOR TO ANY WORK FOR REVISION AS REQUIRED. ENGINEER TAKES NO RESPONSIBILIT FOR CONTRACTORS OR SUB -CONTRACTORS NOT REPORTING DISCREPANCIES PRIOR TO CONSTRUCTION. 2831A EXCHANGE CT. Fd. (SEE 12EM•2LITION PLAN FOR ALL GENERAL DEMOLITION NO WEST PALM BEACH —' (SEE FOUNDATION PLAN FOR ALL GENERAL FOUNDATION NOTES) (SEE ROOF/ FRAMING PLAN FOR ALL GENERAL NOTES) FLORIDA 33409 (SEE PLO15ING PLAN FOR ALL GENERAL L UMBING NOTES) S61 346-4685 (SEE AIR C�IDITIONING PLAN FOR ALL GENERAL AIR CONDITIONING NOTES) (SEE ELE TRICAL PLAN FOR ALL GENERAL ELECTRICAL NOTES) FAX (561) 686-5862 I<YZAR AIR CONDITIONING INC 239 TALL PINES RD 3. EXTERIOR WALLS TO BE NOMINAL 6'MASONRY CONSTRUCTION w/ I"x2" P.T. FURRING STRIP AT MAX. likoc. FOR CMU CONSTRUCTION CAC1814778 4. EXTERIOR. WOOD WALLS TO BE NOMINAL 2x6 OR 2x8 P.T. WOOD FRAMING AT 16" O.C, THIS DRAWING IS AN INSTRUMENT WEST PALM BEACH, FL 33413 5, INTERIOR'NON-LOAD BEARING WALLS TO BE 3%" x 25 GA METAL STUDS AT 16" O.G. OF SERVICE AND AS SUCH SHALL DAN FITZPATRICK UNLESS NOTED OTHERWISE. REMAIN THE PROPERTY OF THE 6. ALL WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE SEPARATED WITH A MIN. 15# METRO DESIGN crsouv. UNAUTHORIZED FELT OR EE PRESSURE TREATED WOOD (P.Ta use OR REPRODUCTION WITHOUT 7003 S. INDIAN RIVER DR 7, ALL CBS WALLS TO RECEIVE APPROVED R-4.2 (MIN.) INSL ON (PROVIDE R-5 IF UNDE WRITTEN PERMISSION OF THE METRO 600 S.F. ADDITION). WOOD WALLS TO RECEIVE R-11 (MIN.) BAIT INSULATION AND ALL DESIGN DRAWING IS F R USE IN CONNECTION THIS �9 FORT PIERCE, FL 34982 ATTIC SPICES TO RECEIVE R-30 (MIN.) BATT INSULATION FOR ALL CONDITIONED SPACES. HTHIS P EORusA AND V' WITH THIS PRANY AND SHALL NOT — GONTR4C'OR TO VERIFY WITH ENERGY CODE GALLS. BE USED FOR ANY OtHF.R LOCATIONS 8. WINDOWS 10 BE ALUMINUM FRAME P.G.T. (UNLESS NOTED OTHERWISE) WITH TINTED GLASS COPYRIGHT 2015 JAMS O. PAINE, AIA. INSTALL FER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS AND ALL LENNOX 4 TON 16 SEER LOCAL CODES. 47,500 BTU's 5. CAULK AND SEAL ALL WINDOWS AND DOOR OPENINGS. SEAL JOINTS BETWEEN CONDENSER M# XC16S0-048 DISSIMILAR MATERIALS AS REQUIRED. 9 KW HEAT 60 AMP MAX 10. WET AREA WALLS (TUB AND SHOWER AREAS) TO HAVE 1/2" MR. DRYWALL OR EQUAL AIR HANDLER M# CBA38MV-048 II. 1�"0 CARRIAGE BOLTS SHALL BE USED IN LIEU OF NAILS IN 'SiMPSON POST CAPS 8 SASE . 410-A REFRIGERANT 12. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND IF APPLICAB-E, BUILD IN ACCORDANCE WITH ALL PROVISIONSOF THIS CODE 50 MAX AMP (CONDENSER) 29.2 MIN. AMPS (CONDENSER) 13. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS C _ OF CONSTRUCTION. THE ENGINEERS PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE THE CON*ff ACTOR OF ANY RESPONSIBILITY AND HE/SHE ALONE SHALL BE HELD LIABLE FOR ANY AND ALL LITIGATION ARISING FROM INJURY. 'i VERIFY ALL EXISTING 14. ALL BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING �T1 73 CONDITION) AND SATISFY THEMSELVES AS TO THE EQUIPMENT OR MATERIALS REQUIRED _- OR FOR DI I ICULTIES OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN T p WINDOW AND DOOR OPENINGS EXAMINATION WAS BEEN MADE. LATER CLAIMS FOR LABOR, ENCOUNTERED WHICH COULD I`� > 1 PRIOk. TO ORDERING WINDOIUS HAVE BE' FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. U w 15. ALL WORK TO BE IN COMPLETE WORKING ORDER, IN PLACE, AND READY FOR USE. I6. CONTRACTOR SHALL PROVIDE ENGINEER WITH SHOP DRAWINGS FOR ALL ITEMS AND DOORS THAT REQUIRE FABRICATION. @(3yi' 17. THE CONTFACTOR OR OWNER IS RESPONSIBLE FOR THE ADEQUATE ISO ILL BRACING crF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTS DOW NI& ALL DEBRIS/ TRASH TO BE REMOVED FROM JOB SITE AT CONTRACTORS EXPENSE. ( f la CONTRACTOR TO SUBMIT PRODUCT APPROVALS FOR - WINDOWS, DOORS, ROOF MATERIA CONC. LINTELS, SHUTTERS, ETC. TO ENGINEER FOR APPROVAL. lPV. _� O Ij0 '7 nq 03 ct Q INFILL WINDOW City of Port Saint Lucie Building Department Product Approval Submittal Affidavit Permit # Building Address: Contractor: Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows H Skylights FL # or Mlami-Dade Product Model # Manufacturer Glass Description Attache -meet Method Type, Size Spacing Q Embedment Building Design Pressure Product Design Pressure FL-15180.4 EXT. DOOR Series N Plaet Pro IMPACT 1/4"0 X 2-1" tapcon 4" o,c, min. 114" embed. +36,1/ -473 +50,0/ - rPOO 16-0714,06 WINDOW SW-700 PGT IMPACT 1/4"0 X 21h" tapcon 12" oz. min. 13/4" embed, +37.8/ -50.6 Product Model # Manufacturer Attache-ment Method Type, Size Spacing, Embedment d Stiffener etc. Building Design Pressure Product Design Pressure Mullions Roof Siding Soffit Hurricane Panels less than 6' span Gauge of steel Hurricane Panels 6' span or more Gauge of steel I have reviewed the above components or cladding and I have approved their use In this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: Certification Number: Date- GENERAL WALL LEGEND EXISTING 8" CMU WALL TO REMAIN AS IS (NO WORK) CsAGE METAL STUDS INTERIOR WALL AT I6" O.C. W/ 1/2" DRYWALL AT EACH SIDE, FINISHED AN PAINTED, COLOR I Y OWNER PROJ C SQUARE FOOTA E: NEW TOTAL LIVING AREA 2,103 SQ. FT. NEW COVERED ENTRY 230 SQ. FT, NEW COVERED PATIO 353 Sa FT. EXISTING TOTAL UNDER ROOF 2,686 SQ. FT. 0 BUILDINIPa CHAPTER 402 DESIGN PARAMETERS: F.B,C, 2017 RESIDENTIAL ASCE 7-10 BASIC WIND SPEED I7 H 3 VU 7 H BASIC WIND VELOCITY PRE RE: 32J PSF WIND EXPOSURE CLASSIFICATION 'D' RISK CATEGORY 2 OCCUPANCY USE/ TYPE: SINGLE FAMILY DWELLING - R3 DESIGN AS: I. ENCLOSED X MEAN ROOF HEIGHT - t3O' MA TOTAL ROOF LIVE LOAD - 304 TOTAL ROOF DEAD LOAD - 17 j=SF BOTTOM CHORD DEAD LOAD } 10 PSI MIN. SOIL BEARING PRESSURE - 2500 PSF CODES FOR REFERENCE 2017 FLORIDA BUILDING CODE f ZESIDENTIAL 2017 FLORIDA MECHANICAL 4 PLUMBING CODE 2014 NFPA (NEC) 2017 NFPA-72 (ALL LOCAL AND STATE AMENDMENTS) WANNF' BY Lucie County ct Z a ya W ~ZT) z Z Z rq �= LU .�V wI— OW so-i �rn '~� Q 00 W a 0 U 00 W � ^ L) ��- SHEET 3*1 4 OF 9 SHEETS Contract