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HomeMy WebLinkAboutBUILDING PLANPlanning& Development Services Department Building & Code Regulatiorts Division 2300 Virginia Avenue, Fort Pierce, FL 34982 —1772) 462-1553 Certification for Design Load Compliance Project Name: New Detached Garage - 4900 Tree Top Trail Project Address. 4900 Tree Top Trail, Fort Pierce, FIL Permit #.,— Occupancy Type- ___Construcuon type, IRSIrRUCTIONS fOR USE: • This certification must be completed, signed, and scaled by the design professional of record. • Submit 12) copies for residential. J31 copies for commercial with all permit applications involving the following., New Residences [single or mult4amilyl Residential Addition Any acm-sorystructure requiring a building permit Any non-residieritial",fucture, • Note. Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the fl, above for questions. DESIGN PARAMETERS AND ASSUMMUNS USED: lcomplete all that apply) I . DISIGNCODI� Florida 2020 Code Sixth Edition with 2016 Supplements us, mg ASCi 1- 10- 16 2. St'Tucture 'Designed as (check one) )i E nclosed Partially Enciosed Qpen 3. Risk Category. I X 11 —111—IV Exposure Category: _.x_BC D 4. Des4gn Wind Velocky170 mph_ASD LRF0 End Zone Wdth._±o ft 5. Mean Roof Height -4 24 ft Roof Pitch. 12 Parapet; NIA ft 6. Components & Cladding Design Pressures Used: IPSF, based on ICISCM ismRH, cleatty label on all pear. apertir%n,): Zone 2- -73,9 Zone 3: "73.9 Zone 4- -34.0 Zone S::E2.0 Garage NA T Design Loads: Floor: 50 PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony NIA PSF Dock: MA PSF Deck- NSA pSF St firs: NIA PSF Fence- N/A PSF Railirlg%- NIA PSF 8. Were Shear Walls Considered For Structure? Y, Yes Not Applicable Explain W?1y Not: Is A Continuous Load Path Provided? _XYes Not Applicable Explain Why Not- 10. Design Soil bearing Pressure.2000 PSF Soil Test Reports 5ub4nitted? Y" DESIGN PROFESSAONAL CERTIFICATION STATEMENT: I certity, that, to the best of my knovAedge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St- Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified. Joseph Lammers Print Name Cett # & Co Cert AOK Signature. Date, and Sea[ Revi wd I 1AIVAJ I$ Cardinal Engineering Associates. Inc, Company Name & Address SITE PLAN NOTE- SURVEY SHOWN HERE REPRODUCED FROM SPECIFIC PURPOSE SURVEY CONDUCTED BY LAVENTURE 7 ASSOCIATES, INC. DATED 8/18/18 575 MERCANTILE PL. #106 PORT ST. LUCIE, FL 34986 T.772.979.0172 info@CEAengineers.com CA LIC. 31555 MICHAEL BACELO NEW DETACHED GARAGE 49oo TREE TOP TR. FORT PIERCE, FL LA41 V o -o o N o. 8 77 it E 4U 0 ',ItOWD, N AL 0111mkO JOSEPH L. LAMMERS, PE PE# 78477 CARDINAL ENGINEERING ASSOCIATES, INC. THIS DOCUMENT HAS BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THIS DOCUMENT IS NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF CARDINAL ENGINEERING ASSOCIATES. UNAUTHORIZED REPRODUCTION AND/OR REUSE IS PROHIBITED SHEET TITLE: COVER REVISIONS: J8/22/21 \ BLDG DEPT. COMMENTS I ___ DESIGN BY: DATE: JLL 2/9/21 DRAWN BY: CHECKED JLL BY: JLL S1 PROJECT OVERVIEW JoUiil 1 1/4" = 1'-0" 0 N N East 1/4" = 1'-0" North 1 /4" = 1'-0" (N r a c West 1 /4" = 1'-0" _. _ .._.. _. -.. -1 — n. All n' An 4' nu 4. nu 4' - 9 1/2" 3U - b 13*a CAR©inRL EnonEERInc RSSOCIFITES Inc. 575 MERCANTILE PL. #106 PORT ST. LUCIE, FL 34986 T.772.979.0172 i info@CEAengineers.com CA LIC. 31556 MICHAEL BAC E LO NEW DETACHED GARAGE 49oo TREE TOP TR. FORT PIERCE, FL @N LAM Z / 0.704 STATE OF ri tO t ,�®� AOe /R� /// I It 11" JOSEPH L. LAMMERS, PE PE# 78477 CARDINAL ENGINEERING ASSOCIATES, INC. THIS DOCUMENT HAS BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THIS DOCUMENT IS NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF CARDINAL ENGINEERING ASSOCIATES. UNAUTHORIZED REPRODUCTION AND/OR REUSE IS PROHIBITED SHEET TITLE: ELEVATIONS REVISIONS: DESIGN BY: DATE: JLL 2/9/21 DRAWN BY: CHECKED JLL BY: JLL c a D r— 4" PVC SEWER FOR FUTURE PLUGGED 3/4" PVC COLD WATER FOR FUTURE F40--8" F--- 4" PVC SEWER FOR FUTURE PLUGGED I � 10'-0" 30'-6" i FOUNDATION PLAN 1 /4" = 11-011 #5 REBAR (TYP.) #5 REBAR (TYP.) <O 10'-0" o 00 d. N/S FOUNDATION CROSS SECTION 1 /2" = 1'-0" - W/E FOUNDATION CROSS SECTION 3 1 /2" = 1'-0" Level 1, 0' -`0" 1. ALL CONCRETE SLABS TO BE 3000 PSI STRENGTH AND HAVE 6X6X10X10 WIRE MESH ON .006 VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL 2. 30' X 45' X 6" CONCRETE SLAB W/ 18" X 30" WIDE MONOLITHIC FOOTER W AND #5 TRANSVERSE BARS @ T O.C. 3. 5' X 45' X 4" CONCRETE SLAB W/ 8" THICKENED EDGE W/(1) #5 BAR CONTI 4. TX 35' X 4" CONCRETE SLAB W/ 8" THICKENED EDGE W/(1) #5 BAR CONTI DUE TO DIMENSIONS OF GARAGE AND `- HEIGHT OF ROOF ALL ZONES ARE 2/3 AND HAVE THE SAME DESIGN PRESSURE (SEE SHEET-1) ROOF WIND ZONES 5 111 = 20'-0" 3/4" HOSE BIB PRE ENGINEERED TRUSS INDATION BOTTOM 1-- — - — - — - n Wall Section 1 /4" = 1'-011 ASPHALT SHINGLE ROOFING OVER 5/8" CDX PLYWOOD SHEATHING W/8D NAILS - SIMPSON HETA 20 W112-10D 1X2 PT DRIP EDGE Level 3 -- 1X6 PT FASCIA 2X4 PT SUB FASCIA 5/8" PLYWOOD SOFFIT ON 2X4 BLOCKING @ 6FT O.C. FIELD COORDINATE ADDITIONAL BLOCKING AS REQUIRED TO ACCOMODATE SOFFIT DOWN 2' - 0" LIGHTS (SEE LIGHTING PLAN) WEST ELEVATION: (5) 8" CONCRETE BLOCK TIE -BEAM W/ (1)#5 BAR IN FILLED CELL OVER PRECAST LINTELS W/(1)#5 BAR OVER GARAGE DOOR PRECAST LINTEL OVER ALL OPENINGS 8" CONC. TIE -BEAM BLOCK W/ (1) #5 BAR IN FILLED CELL W/MIN. 3000 PSI CONCRETE Level 2 — -- PRECAST LINTEL OVER ALL OPENINGS SEE FOUNDATION PLAN __Level1 FOUNDATION BOTTOM — -- — — — LEVEL 2 FLOOR PLAN 1 /411 = 1'-01 1 Wol"111w VLLL i ILLL L./ V V I I I 1 1)VVV f JI VVIVVI\L- I I_ /-11VLJ REINFORCED WITH #5 STEEL BAR (TYP.) (30a CRRDinRL Ef1amEml'IG ASSI3CIATES Inc. 575 MERCANTILE PL. #106 PORT ST. LUCIE, FL 34986 T.772.979.0172 info@CEAengineers.com CA LIC. 31555 MICHAEL BAC E LO NEW DETACHED GARAGE 49oo TREE TOP TR. FORT PIERCE, FL ��etq�9�AfJ/✓� e .78477 as is O ij ® IP ST E ON Al- JOSEPH L. LAMMERS, PE PE# 78477 CARDINAL ENGINEERING © ASSOCIATES, INC. THIS DOCUMENT HAS BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THIS DOCUMENT IS NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF CARDINAL ENGINEERING ASSOCIATES. UNAUTHORIZED REPRODUCTION AND/OR REUSE IS PROHIBITED SHEET TITLE: STRUCTURAL PLANS AND DETAILS REVISIONS: DESIGN BY: DATE: JLL 2/9/21 DRAWN BY: CHECKED JLL BY: JLL I S3 I i I POWER Branch Panel: DG Location: DETACHED GARAGE Supply From: Mounting: Surface Enclosure: NEMA 1 Volts: 120/240 Single Phases: 1 Wires: 3 A.I.C. Rating: 10K Mains Type: Mains Rating: 100 A MCB Rating: 100 A E Circuit Description Trip 20 A Poles 1 A OVA 318 VA B Poles 1 Trip 20 A Circuit Description Lighting CKT 2 3 5 7 9 Receptacle Receptacle Receptacle 20 A 20 A 20 A 1 1 1 90 VVA 1200 VA 540 VA 1080 VA 720 VA 1 1 20 A 20 A Receptacle Lighting 4 6 8 10 11 12 13 14 15 16 W 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Total Load: Total Amps: 2154 VA 2340 VA 18 A 20 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting - Dwelling Unit 1200 VA 100.00% 1200 VA 0 VA Total Conn. Load: 4434 VA Other 0 VA 0.00% 3240 VA Total Est. Demand: 4434 VA Receptacle 3240 VA 100.00% 318 VA Total Conn.: 18 A Lighting 318 VA 100.00% Total Est. Demand: 18 A 3 RISER LIGHTING TO FPL OVERHEAD TRANSFORMER =_= G E N E R A L E L E C T R I C A L N 0 T E S-----------=______ THESE NOTES APPLY TO ENTIRE PROJECT: A. CODES. ALL ELECTRICAL WORK SHALL COMPLY WITH THE DRAWINGS AND SPFCiFICATIONS, THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER IS MORE STRINGENT. B. ENERGY CODE. LIGHT FIXTURES ARE TO COMPLY WITH THE FLORIDA ENERGY CODE. FULL COMPLIANCE WITH THE ENERGY CODE IS REQUIRED. C. CONDUCTORS- ALL CONDUCTORS ARE TO BE COPPER THWN UNLESS OTHERWISE SHOWN OR REQUIRED BY CODES. ALL POWER CONDUITS ARE TO CONTAIN A GROUND WIRE. D. RACEWAYS. RIGID GALVANIZED CONDUIT AND ELEC TRIC AI_ METAL I UB ING AND MC CABLE IS TO BE USED IN INTERIOR SPACES. E. POWER COMPANY. THE ELEC, IRICAL CONTRACTOR IS TO COORDINA LE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN ALL WORK NECESSARY TO MEET POWER COMPANY SPEC IFIC A,TIONS IS IN THE BID.. F. DRAWINGS. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING, AND IS TO BECOME THOROUGHLY FAMILIAR WITH FEATURES OF THE PROJECT. PRIOR TO BIDDING, UNDER NO CONDITION IS THIS PR0IECT TO BE BID WITHOUT A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS. G. SC ALES. DO NOT SCALE OR TAKE DIMENSIONS FROM ELEC TRIC AL DRAWINGS. H. UNDERGROUND WORK. TIE FI-ECTRICAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT ROUTES OF ALL UNDERGROUND WORK. ROUTES SHOWN ARE APPROXIMATE. POWER, TELEPHONE, CABLE COMPANIES, AND AIL OTHER UTILITY COMPANIES SHALL BE CONSULTED, AND LINES SHALL BE STAKED. DIGGING BY HAND IS REQUIRED AROUND EXIS I ING UTILITIES. I. TVSS. ]HE POWER SERVICE IS TO B E PROTECTED FROM LIGHTNING; WITH SURGE SUPPRESSORS THROUGH A 30A, 2P BREAKER (42,000AIC). SINGLE PHASE TO BE EATON TYPE CHSPULTRA. J. LED LIGHT FIXTURES. LED LIGHTS ARE TO BE CAPABLE OF DIMMING 0-100 WITH DRIVERS AND DIMMERS PROVIDED BY SAME MANUFACTURER. THE CONTRACTOR IS TO IN`,TALL MULTIPLE CONDUCTORS REQUIRED BY DRIVERS, AND IS TO FIELD MEASURE ALL LOCATIONS AND DIMENS'ONS. ALL LENSES, ADJUSTABLE MOUNTING HARDWARE, POWER SUPPLIES, METALLIC HOUSINGS TO BE INCLUP� D. K. LIGHT FIXTURE VOLTAGES. OBTAIN LIGHT FIXTURE VOLTAGES FROM CIRCUITS ON PLANS. L. GFCI. OUTLETS INSTALLED OUTDOORS, WITHIN 6' OF A SINK, AND OTHERWISE REQUIRED BY CODE ARE i0 BE ON GFC1 TYPE CIRCUIT BREAKERS. TWO 5/8" x 10'-0" COPPER CLAD �,KuurvD RODS, B LDG STEEL, C WP CRRD1nRL. enGInEERinc ASSOCIFITE3S Inc. 575 MERCANTILE PL. #106 PORT ST. LUCIE, FL 34986 T.772.979.0172 info@CEAengineers.com CA LIC. 31555 MIKE BACELLO NEW DETACHED GARAGE 49oo TREE TOP TRAIL s r.'7 yq W 'i ®R "- PLOR\�� A,\- /11111i'1110 JOSEPH L. LAMMERS, PE PE# 78477 CARDINAL ENGINEERING O ASSOCIATES, INC. THIS DOCUMENT HAS BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THIS DOCUMENT IS NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF CARDINAL ENGINEERING ASSOCIATES. UNAUTHORIZED REPRODUCTION AND/OR REUSE IS PROHIBITED SHEET TITLE: ELECTRIC PLAN, RISER, SCHEDULE REVISIONS: DESIGN BY: DATE: JLL Issue Date DRAWN BY: CHECKED JLL BY: JLL E1