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HomeMy WebLinkAboutRevision; Construction PlansOFFICE USE ONLY: DATEFILED: �/�C3 � J REVISION FEE: IS,y L2 PERMIT # RECEIPT # U ) PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 349 (772) 462-1553;I APPLICATION FOR BUILDING P)*J'ON' ERMIT R SI N PROJECT INFORMATION LOCATION/SITE - ADDRESS: �21,10, 5 haY4�:ceic' K v-J Tory `Rerce- TC 9�/22 - DETAILED DESCRIPTION OF PROJECT REVISIONS: 1 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: e�©� ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: (� a he w 4. krlaaa s a v 5 ADDRESS: CITY: l3e Qx: STATE: f L ZIP: 15 tl q6 7 PHONE (DAYTIME): (M 2) �i 1- Q � ©R FAX: OWNER/BUILDER INFORMATION: NAME: ) Ccx ��c� + Locn,ncle LAC CITY: To STATE: PHONE (DAYTIME: F. ARCHITECT/ENGINEER INFORMATION: REM CITY: r>tk 'prPcF STATE: f( PHONE (DAYTIME): _U7'2 <i FAA I SLCCC; 9123109 15 c ec.cl\f T leO-Y ' Revised 06/30%17 ZIP: MAY 2 8 2020 Permitting Lhcp,� rtrnent St. Lucie County, FL POUR BOND BEAM TO ENSURE CONTINUOUS AND LEVEL CONTACT BETWEEN TOP OF BOND BEAM AND EXISTING ROOF STRUCTURE BOTTOM OF EXIST. WOOD BEAM R-38 INSULATION TO BE PROVIDE 30# FELT ADDED BETWEEN WOOD BEAM AND CONC. ��" EXISTING WOOD BEAM TO n BOND BEAM REMAIN BLOCKING AS NEEDED - PROVIDE CONTINUOUS HORIZ. BLOCKING AT TOP OF WALL FOR FIRESTOP r ` SIMPSON HETA 20 W/ 9-10d NAILS @ 32" O.C. (1) COURSE OF CONC. BLK. BOND BEAM W! (1) #5 BAR EACH I� PRE -CAST LINTEL @ DOOR & WINDOW OPENINGS - REFER TO LINTEL SCHEDULE FOR II ADDITIONAL INFORMATION m < 1/2" GYP BOARD ON 1"X2" P.T. FURRING @ 24" O.C. & 3/4" RIGID INSULATION BOARD (5.4 MIN) STUCCO FINISH 1 II 8" CMU WALL W/ #5 VERTICAL DOWELS IN CONC. FILLED BLOCK CELLS @ CORNERS, EACH SIDE OF OPENINGS AND @ 6-0" O.C. JIL MAX. REFER TO FLOOR PLAN FOR EXACT LOCATIONS II II BASE PER OWNER II NEW FTG AND SLAB TOPPING - REFER TO FOUNDATION PLAN e 9 a 1-III-i I I -I a EXIST. SLAB 7 a-- 2 FOUNDATION PLAN EXIST. COLUMN REMOVED & REPLACED W/ BLOCK WALL - F = = = WALK I CLOSET 9 SD 2868 HC DR o � _ 4068 SD OLD DR 1 � � W/CO2 MONITORING ° J.B. FOR FAN/LIGHT COMBO BEDROOM SH 25 14'-8" TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' UBJECT TO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDERLAYMENT REQUIRED° FLOOD HAZARDS9 AIR FREEZING INDEX MEAN ANNUAL TEMPI Speedo (mph) Topographic effectsk Westheringe Frost line depthb Termite° NA See Fig. r301.2(4) NA Negligible NA Very Heavy NA NA NA CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10 2. STRUCTURAL DESIGN: ENCLOSED 3. RISK CATEGORY: II EXPOSURE CATEGORY: B 4. DESIGN WIND VELOCITY: 160 MPH 5. MEAN ROOF HEIGHT: 13'-8" (EXISTING) ROOF PITCH: EXISTING 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) ZONE 1: -25.0 ZONE 2: -30.0 ZONE 3: -57.0 ZONE 4: -28.0 ZONE 5: -34.0 GARAGE: N/A 7. DESIGN LOADS: FLOOR 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES 9. IS A CONTINUOUS LOAD PATH PROVIDED? YES 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF STRUCTURAL NOTES 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN. FIBER STRESS VALUE 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP 4. CONCRETE COVER OVER REINFORCING STEEL: A. FOOTINGS: 3" B. BEAMS: 11/2" C. COLUMNS: 11/2" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR & WINDOW ASSEMBLY COMPNENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES 8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. _ 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT NOTE: ALL SIMPSON STRONT-TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX r COATING OR BETTER DOOR & WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C., WITH THE DOORS AND WINDOWS FASTENED W/ TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM OF 1 1/4" EMBEDMENT INTO CONCRETE (THROUGHFRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA i BUILDING CODE W/ AMENDMENTS. DRYWALL NOTES DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER RAISE EXISTING FLOOR TO MATCH WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXISTING FINISHED FLOOR OF HOUSE - EXCEEDING 450. 4" (2500PSI) POURED CONC. SLAB W! FIBERMESH REINF. ON 6MIL VAPOR BARRIER FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED OVER EXISTING SLAB. INDEX OF NOT MORE THAN 450. + STUCCO NOTES REMOVE EXISTING SLAB AS REQUIRED TO PROVIDE NEW 16"D x 16" W FOOTING W/ (2) STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING PER ASTM C-1063/ ASTM #5 BARS CONTINUOUS. C-926. 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 DRILL (6"MIN) & EPDXY #5 BARS INTO EXISTING COMMON OR ROOFING NAILS HAVING A MIN. 1 3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR SLAB @ 48" O.C. MAX STAPLES W/ A MIN. 3/4" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS 3/4" MIN. PRODUCT REVIEW TYPICAL WALL SECTION INF,ILL CMU FLOOR & ELECTRICAL PLAN - - -- ) REMAIN ALL ELECTRICAL TO BE TIED TO EXISTING SERVICE. ALL RECEPTACLES TO BE TAMPER RESISTANT AND HAVE ARC FAULT PROTECTION DRILL (6"MIN) & EPDXY #5 DOWELS @ 24" O.C. VERTICAL (TYP) EXISTING CMU COLUMN TO REMAIN (TYP) PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL # APPROVAL GLASS ATTACHMENT METHOD PRESSURES DESIGN # TYPE (WORSE CASE) PRESSURES WINDOWS ZONE 4 -47.9 -60.0 PGT INDUSTRIES SH 5500 NOA# IMPACT 3/16" ULTRACON @ 16" O.C. W/ 1 3/8" MIN. (SNGL HUNG)ZONE 5 -57.5 17-0630.05 EMBEDMENT AND 1" DISTANCE TO EDGE THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AN APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED INTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE APPLIED SAFE APPLIED COMPOSIT GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD L-1 4'-6" 6113 423 2724 288 8F16/1T-1B NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. /qO s-C)00;::� 6.16 zd REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2019 PROJECT CARPORT ENCLOSURE 2412 SHAMROCK ROAD FT. PIERCE, FL CLIENT BARAJAS CONSULTANTS REGISTRATION OF GJ: AEL 11'. R968PS RED A MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION', 1 05/28/20 AS -BUILT CHANGE, 'I I KEY PLAN FIBE P y SHEET TITLE / SHEET NUMBER PLANS, NOTES & DETAILS ■ 00 NUMBER R19012 IPROJECT DATE 06/28/2020