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Home My WebLink About22-4316City of Zelphyrhills 5335 Eighth Street 7 Zephyrhills, FIL 33542 BGR-004316-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 08/03/2022 • 20183�� Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. (;UN I KAU I UK SIGNATURE TiWvxktiv ...................... P OF I E THOUT APPROVED INSPECTION 813-7 0-0020 City of Zephyrhills Permit Application Fax- 13-780-0021 Building Department Date Received I I t ARK PROPOSED NEW CoNST'R ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK UIL IN SIZE [:1j!:j:= SQ FOOTAGE HEIGHT 1 BUILDING VALUATION OF TOTAL CONSTRUCTION ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. PLUMBIN =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION SAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS [:::FLOOD ZONE AREA =YES BUILDER COMPANY SIGNATURE REGISTERED �°{ / N FEE�CURREN Address License ELECTRICIAN COMPANY I NA1 LIRE REGISTERED ;;;;�FEEcURREN Y 1 N Address License #. PLUMBER COMPANY SIGNATURE REGISTERED Address MECHANICAL COMPANY SIGNATURE REGISTERED Address License # OTHERE=== COMPANY SIGNATURE REGISTERED ;;;�FEE �CURREI`�,� Address License sill IIIIsill 11111`111111,1111toillIf IIIIII III /III III III Il11111111 111 RESIDENT Attach (2) Plot Plans; (2) sets of Building, Plans; (1) set of Energy Forms; R- -W Permit for new construction, Minimum ten (10) working, days after_ ubmittal date, Required,onsite, Construction Plans, Storrnwater Flans w/ Silt Fence Installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach () complete sets of Blending Plans plus a Life Safety Page, (1) sat of Energy Forms. R-O-W Permit for now construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Storrnwater Plans w/ SIR Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. "PROPERTY SURVEY required for all NEW construction. Directions; Fill out application completely. Owner & Contractor sign back of application, notarized If over $2 00, a Notice of Commencement Is repaired. (AIC upgrades over 7 0 ) .. Agent (for the contractor) or mower of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over counter if on public roadways..needs ROW .., JACQUELINE fl 1511, lip, IA General Notes A. CONCRETE & FOUNDATION DESIGN: I ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2, ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1 /2' NOMINAL THICKNESS. 3. E000 PSI FIRERMESH (3/4- PER CUBIC YARD MIN,) MEETING APPROPRIATE ALL AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FHAULMESH. TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE SOIL FOR WOOD DESTROYING ORGANISMS. S. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KS1 MIND DEFORMED BARS, #a BARS MAY BE GRADE 40 6, ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN_ 2" MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 EYE, S. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: UPC (PORTLAND CEMENT TYPE I ASTM C 150), AGGREGATES - #6 STONE, ASTM C 33 SIZE NO, 67 LESS THAN 3/4', AIR ENTRAINING /- 1% - ASTM C 260, WATER REDUCING AGENT-ASTM C 494. CLEAN POTABLE WATER OTHER ADMIXTURES SHALL NOT BE PERMITTED, 9, METAL WELDED WIRE SHALL CONFORM TO ASTMAISS. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS, 11, IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: i. CONCRETE MASONRY UNITS (CUIU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE IN OR S MORTAR 2ALL MORTAR SHALL BE OF TYPE M OR S. 3 ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8'% 4PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-G" IN HEIGHT, C. ALUMINUM: L ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE NUNIMUMIZE(IIAREMENTSOF 6005-T5FOR ALLOY WITH A FUNUNIUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR'PART I-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES- BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC.WASHINGTOND.C. THE FLORIDA BUILDING CODE, 7TH EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM), 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. S. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN #10 SMS 6' FROM THE ENDS AND 12" ON CENTER, IF USING #12 SPACING MAY BE 24'ON CENTER, 6, VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE, THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH" DECALSHALLBEPLACEDSOITIS VISIBLE WHEN PANEL IS INSTALLED. D. FASTENERS: 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2, HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3, ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, TARCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL. 4. ALI, METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. S. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF BE BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 6, LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW, ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES RYTURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER, 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER FASTENERS SHALL BE MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED. 8 ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS, 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153, 10 ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-INS. I !, FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4'AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2' UNLESS NOTED OTHER WISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1 300 ASCE 7 -16 AA ARMES, AND SPEC. FOR ALUMINUM PART I -A, A I-B ASTM C94 ASTM C150 ASTM C33 ASTMC260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 7TH EDITION CURRENT ALUMINUM DESIGN MANUAL F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1- TYR TYPICAL 2. SIM SIMILAR 3, DON -- UNLESS OTHERWISE NOTED 4. CONT CONTINUOUS 5. IND -- VERIFY IN FIELD G. RESPONSIBILITY: 1, ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC, 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS, 1 THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE RUNROOEVROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. FREE-STANDING SHED ON CONCRETE BLOCK PIERS DESIGN DATA: 1. RISK CATEGORY: I CATEGORY: C I' 2, ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST): 130 MPH FLY BE DESIGN SPEED Vasd NOMINAL DESIGN WIND SPEED Vasd: IIOMPH WIND 3. WIND EXPOSURE: B 4, WIND LOADS: ENCLOSED INTERNAL PRESSURE COEFFICIENT: /-0.18 FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6 COMPONENT& CLADDING PRESSURES: ROOF: ZONE 1. 124/46A WALLS: ZONE 4:30.4/-33.0 ZONE 2:12,4/-619 ZONE 5: 30.4/-40.7 ZONE 3:12,4/-87,1 S. SOLID ROOF TYPE: 2X4 WOOD TRUSSES AND ASPHALT SHINGLES 6. FOUNDATION: CONCRETE BLOCK PIERS AND WOOD FLOOR FRAMING PER ENGINEERING, NEW WOOD DECK LIVE LOAD 40 PSF DEAD LOAD 10 PSF ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BULDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES !JUL 19 2022 REVIEW DATE C11TY F ZEPHYRHI— PLAN OEXAMIN7ER I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN A�Ipk,RIAAWLA W#N,2yG,20111 CON"M I'll ED 14NT G % _,4 0 L GO ',^ N ",,` LonmW11", PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER. 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 )t Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE GUNMEN: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Stb.. D,i Unit 101 Zephyrhills, fL 33542 Pbom: (813)788-5314 I-: I-IM&H-824-7894 Website: W .fbcplans.corn email: erb@ffpla.sc— DRAWN BY: W.P. DATE: 06/06/22 REVISION: DATE RO 1 RO 2 RO 3 R04 122-0513-163 PROTECT ADDRESS: ALEJANDRO GARCIA FRAGOSO 4821 6TH ST, ZEPHYRHILLS, FL 33540 M F. F. M�PNEVAMM REAR ELEVATION 1/4,=I,-O, FRONT ELEVATION BLOCKS ON 16'Xl6'X4' 1/4"-1 —O- CONCRETE PADS 2"X4 . STUDS 0 16" D.C., DEB OR PLYWOOD SHEATHING, FINISHED WITH VINYL SIDING I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND I RODAE COMP7 IAA��'E 'T' 'R _PIT C E ti�lr' 654 E OF 7 0 OR .............. . PROFESSIONAL ENGINEER SEAL, ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER! 38654 ]an J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyi-hills, 11, 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 W.bsita: —1bopl.,mccon C.O.A. - #29054 DRAWN BY: W.P. DAM 06/06/22 REVISION: DATE: RO 1 RO 2 RO 3 R04 J220513163 PROJECT ADDRESS: ALEJANDRO GARCIA FRAGOSO 4821 6TH ST. ZEPHYRHILLS, FL 33540 CONMACTOR: OWNER ELEVATIONS S-2 2 °'X4" STUDS @ 16" O.C., OS® OR PLYWOOD SHEATHING, FINISHED WITH VINYL SIDING 2"X4' STUDS 0 16' 0,C,, OSS OR PLYWOOD SHEATHING, FINISHED WITH VINYL SIDING 2X8 P.T. FLOOR JOISTS 0 16" O.C. RIGHT SIDE ELEVATION I/4'=V-0' LEFT ELEVATION — 1—/4"=1,-0- WOOD RAFTERS SHED WITH H. ASPHALT SHINGLES, ALLIED PER MANUF. CIFICATIONS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT ID BE IN COI E 746 AND 2020 FBC DEIX)'ppEpE&TfA1,& EXISTING SPA I PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: S3608 Thomas L. Hanson P.E. FLORIDA LICENSE NUM11IFIC 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER; 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER. 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephy,hflls, fl. 33542 Phom (813)788-5314 F— 1-(866)-824-7894 Website: wun 1kplans.com DO -A. - #29454 DRAWN BY: W.P. DATE: 06/06/22 REVISION: DATE: RO 1 RO 2 R03 R04 #220513163 PROJECT ADDRESS: ALEJANDRO GARCIA FRAGOSO 4821 6TH ST. ZEPHYRHILLS, FL 33540 CONTRACTOR: OWNER M HEADERS SPAN JACK 0 BEARING WALL SIZE W STUDS STRU I ATTACH FLOOR JOISTS TO WOOD SUPPORTING 2 X4" 4'-4- 1 SKIDS W/(1) SIMPSON USER TIE _2 DN COMP. PANEL ROOF j_ - 6* �X_ _U2 _2 (2) 2'x8' IS'-o- 2 _0 tzssn 2X8 FLOOR JOIST (2) 2'xI0' q'-ET' 2 -3 DBL. SINT P.T. 12'WAX (2) 2'x12' PERIMETER JOISTS USE P.T. LUMBER WITHIN18' DEG- HEADERSCONTAOT OF FINISHED GRADE NAILED W/2 ROWS OF 12d NAILS STAGGERED@ sNpsGN 4'X6' P.T. WOOD SKID 12' O.C. EACH FACE I6"XI6"X4` CONCRETE PAD OPTIONAL WALL PANELS (PLYWOOD) NAILING NOTE: AUGER ANCHORS PER PLAN DETAIL FOR P.T. WOOD SKIDS UNDER THE JOISTS NAIL Ed NAILS 6" O,C, @ EDGES & 12' MC. IN FIELD. ROWS OF NAILS SHALL BEfMIN, FROM PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES, ALI, FASTENERS NAILED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. Y16" OSB SHEATHING NAILED W/8d R/S NAH S. USE EPP IYP RIDGE BEAM 1/2" STEEL PLYCLIPS AND #30 FELT OR EQUIVALENT; FINISH WITH RE APPROVED ASPHALT SHINGLES PER MANUS. INSTALLATION INSTRUCTIONS SIMPSON HIS OR LSTA30 C4 RIDGE/RAFTER CONNECTIONS, SEE ROOF FRAMING DETAILS 2X6 SYR #2 RAFTERS No 24' O.C. 12 6 2X6 SYR #2 RAFTERS @ 24" O.C. 2X4 COLLAR TIE AT EACH RAFTER, TYP, NOTCH RAFTERS OVER TOP PLATE. REMAINING FASTENED W/(3)12d NAILS PORTION OF THE RAFTER SHALL NOT BE LESS COLLAR TIE PLACEMENT IS AT THE MIDWAY POINT OF THE RAFTER SPAN AB THAN 3M- ABOVE THE NOTCH PER FORI2,7A OVE 2X4 TOP PLATE PRE -FINISHED FASCIA WITH .024MTL.DRIP SVFAPSON H2,5A INSTALLED EDGE PER MANUFACTUREWS INSPA1.1-AIM INSTRUCTIONS SIMPSON 92EA {FL 10456) OR APPROVED EQUAL ANCHOR 9 ALL RAFTER TO TOP PLATE CONNECTIONS 2`14" WOOD STUDS @ 16" O.C. 2X4 STUDS AS 16" 0,C., FISH OR PLYWOOD - SHEATHING, FINISHED WITH VINYL SIDING, PER MANUS, SPECIFICATIONS SHEATH ING SHALL OVERLAP BOTTOM AND TOP PLATES. (SEE NAILING NOTE). COVER WITH AN APPROVED VAPOR BARRIER PER MFG'S SPECS. 2"X4' BLOCKING C- EACH WALL SHEATHING JOINT PRS.TRTD. 2X4 WOOD PLATE, FASTEN TO FRAMING W12 STAGGRIL ROWS OF 16d NAILS C& 12'O.C. J44" P.T. T&G SUB -FLOORING, GLUED AND FASTENED WITH 10d GALV. ITS NAILS OR # IOX2" LAG SCREWS, 6' O.C. EDGES/12' DO FIELD 2X8 P-T, FLOOR FRAMING ON R`XR'XN"CONCRETE BLOCKS I6'XI6"X4'CONCRETE PADS AUGER ANCHORS PER PLAN SECURE WITH ASTM #123-89A STRAP OR E ALENTWITH 32" IMBEDONITY = 2000 LB. UP 2X4 CEILING JOISTS 0. 24' D.C., CUT TO RAFTER SLOPE & FASTENED W/3 12d FACE NAILS- FINISH CEILING WITH Y," DRYWALL INSTALL WINDOWS AND DOORS PER - CABLE. INSTALLATION INSTRUCTIONS SEE FLOOD JOIST IS WOOD SOFFIT NAILED TO EACH RAFTER WITH 8d NAILS, 2 PER BOARD AND VENTILATED SOFFIT MATERIAL OF CHOICE, INSTALLED PER MANUR INSTALLATION INSTRUCTIONS -(2) 2X6 HEADER OVER OPENING. DBL. LEADERSIV/f 1OWD. SPACER, GLIGH) & NAILED W/2 ROWS OF 12d NAILS STAGGERED P 12" D.C. EACH FACE EXTERIOR SIDING, SOFFIT, METAL ROOFING & WINDOWS OR I DOORS MAYBE SUBSTITUTED WITH ANOTHER MATERIAL WITH FLORIDA PRODUCT APPROVAL, INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS P.T. 2X8 DBL. PE]NMETERJOIST FASTEN FLOOR JOISTS TO DEL. PERIMETER VVISIMPSON LOS HANGER OR EQUIV. ODE bRAER I I HEREBY LEST IFY THAZJI%VE REVIEWED THIS PLAN AND FN 6BEIN COMPLIAN XM ftff/1ND2020FBC 7TH EDT R IN 5C n 1`560 56 54 FASTENEn M OW SHILL BE aSTEM OR 04AC OF 4�5 Z� rZ 0 ' PROFESSIONAL ENGINEERSEA1 ENGINEER OF RECORD David W. Smith RE, FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 386S4 Ian J. Foster P.E. FLORIDA LICENSE NUMBERa 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER, 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 1 6272 Abbott Station Dme Unit 101 Ziephyrhills, fi, 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 1ho,bsite; W .fbcpl--m email: erb@fbqNansxora DRAWN BY: WE DATE: 06/06/22 REVISION: RO I RO 2 R03 R04 J72-0513163 PROJECT ADDRESS: ALEJANDRO GARCIA FRAGOSO 4821 6TH ST. ZEPHYRHILLS, FL 33540 rnlk1lrT) A rmnn. mum WALL SECTION/DETAILS SHED S-5 APPROVED FLASHING MATERIAL SHALL BE APPLIED OVER DOOR & WINDOW OPENINGS TO PREVENT WATER PENETRATION INTO THE WALL CAVITY OR STRUCTURAL FRAMING COMPONENTS, PER R703.4 WALL PANELS (PLYWOOD) NAILING NOTE: NAIL Ed NAILS 6" O.C. @ EDGES & 12" OLC, IN FIELD, ROWS OF NAILS SHALL BEj" MIN, FROM PANEL EDGES PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, HEADERS SPAN JACK PRODUCT APPROVAL CODE 0 BEARING WALL SIZE STUDS SITKICTURAL COMPONS4M (2) 2-x4- 4--4- 1 IMPSONX SPI/RP2 FLIG456 — UZ FHOA FL10456 (2) 2-x6- 1 SUPSON DSP FLID456 (2) 2'x8' 2 SIMPSON SPH FL10456 SUPSON ASUIASW FLIOM (2) 2'x10' 9'-6' 2 SIMPSON 4'7 S (2) 2'xI 2' 1 V-6' , 3 MISON CS16 FL10456 ALL CONNECSORS AND FASTENOCI IN DEL, HEADERS W/7"PLWD. SPACER, GLUED & co w/nIrATEC wooD sNALL III: NAILED W/2 ROWS OF 12d NAILS STAGGERED @ ZINC COATED GALVANIZED STEEL OR SIMPSON Zuw 12" D.C. EACH FACE SIMPSON RSP4 ' LSTA12 2X4 DOUBLE TOP PLATE SP2 OR EQUIP, @ EACH STUD II DOUBLE 2X4 TOP PLATE SIMPSON RSP4, LETA! 2, SP2 OR 2X4 SLUDS@ 16" OLC--�, 2X4 CRIPPLE STUDS C- 16" O.C. EQUIV. @ EACH STUD DIN, 2X HEADER W/1/21' DOUBLE 2X WOOD _-2X4 CRIPPLE STUDS @ 16' O.C. COX PLYWOOD SPACER, HEADER, SEE CHART 7/16" OSB OR 1/2"PLYWOOD PER CHART SHEATHING, SEE NAILING NOTE —INSTALL WINDOW IN 2X4 JACK STUD ---,/ OPENING PER URGE, 2X4 JACK STUDS PER CHART EXTERIOR DOOR; SEE PLAN INSTALLATION NSTRUCTIGNS Z INSTALL DOOR IN ATTACH JACK TO CONT. 2X4 FULL LENGTH/KING — - OPENING PER MAHER STUD W/Isd NAILS @ 12" 2X4. SILL PLATE STUDS PER CHART INSTALLATION O.C. - ATTACH JACK TO — INSTRUCTIONS Y6" OSB SHEATHING, SEE CRIPPLE STUDS @ 16" Q.C. CONT, STUD W/10d NAILING NOTE NAILS @ 12" CLC SIMPSON SP2 OR EQUIV. P2X4 S IMPSON SRI OR EQUIV. WOOD FLOOR FRAYING, SEE-] /_ 2X4 BASE PLATE SECTION AT TOP & BOTTOM OF STUD, TYR. WOOD FLOOR FRAMING, t I SEE SECTION SIMPSON DSP/SSP OR EQUIP. LSIMPSON DSP OR EQUIV. (IF STUDS TO BASE PLATE L==LsE PLATE WALL FRAMING FOR WALL FRAMING FOR IH-F THIS DON 7TH PROFESSIONAL ENGINEERSEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38664 Ian J. Foster P.E. FLORIDA LICENSE NUMBER 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER; 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 7760S FBC Plans & Engineering Services, Inc. 6272 Abbott. Std., D,we Unit 101 Zephyffiflls, fl. 33542 Phom,;(313)786-5314 I Fax: 1-(866)-824-7894 Website; ww'w.fbcpImL,.n email: erb@bcplans.com DRAWN BY: WP DATE: 06/06/22 REVISION: RO I R02 RO 3 FRO 4 #220513163 PROJECT ADDRESS. ALEJANDRO GARCIA FRAGOSO 4821 6TH ST ZEPHYRHILLS, FL 33540 CONTRACTOR: maw M 2X4 SPF #2 DIAGONAL — BRACE. FACE MAIL TO RIDGE W/3 10d COMMONS 2X6 SYP RAFTERS 24" O.C. NAIL PLYWOOD W/3 ROWS OF- 8d COMMONS, 4- O.C. MAY SUBSTITUTE SIMPSON TP OR EQUIV. 20 GA. METAL SPLICE PLATE 0 EACH SIDE OF RIDGE BEAM, INSTALLED PER MANUF. INSTALLATION INSTRUCTIONS SON H3, BOTH SIDES SYP RIDGE BEAM FASTEN RAFTERS TO — ;VRIDGE BEAM W/SIMPSON LSTA30 OR H3 (OR APPROVED EQUAL) SIMPSON LSTA12 OR EQUAI. 0 EACH STUD /CX4 DBL. TOP z 2X4 WALL STUDS 0 16' O.0 2X4 GABLE END FRAMING 0 16- Q.G. W/H2.5A 0 RAFTER CONNECTIONS FLY RAFTER 2X4 LOOKOUTS 0 24:' C.C. GABLE END WALL FRAMING 5/8- COX PLYWOOD SPLICE PLATE @ EACH SIDE OF RIDGE BEAM !�-,,2XEI SYP RIDGE BEAM RIDGE BEAM SPLICE DETAIL SEE GABLE OVERHANG DETAIL ABOVE I 2X6 RAFTERS 0 24' O.C. FACE NAIL LADDER TO END 2XIS RIDGE BEAM RAFTER W/12d COMMONS ONE 2X4 LOOKOUTS 0 24" D.C. FACE NAIL FLY RAFTER TO I LOOKOUTS W/(3)12d COMMONS 2X4 GABLE END WALL iFRAMING 0 16' O.C. 2X4 DBL. TOP- PLATE 2X 4 SPF J2 DIAGONAL BRACE, ATTACH TO GABLE FRAMING 2X4 W/3 10d COMMONS GABLE OVERHANG DETAIL CONVENTIONALLY FRAMED ROOF W/2X6 SYP RAFTERS @ 24- O.C. SIMPSON H2.5A (FL 10456) OR APPROVED EQUAL TRUSS ANCHOR 0 ALL RAFTER TO TOP PLATE CONNECTIONS C-4 E.X8 SYP RI iGE Bis E, M I T7 HAVE THISFL kAA I 7VQ BIN CAWI -F9-1 2020 FBC , �; ISE 2X2 WOOD BATTEN FASTENED t4 W/#8X21,- PFH WOOD SCREWS OR I 10d 3" NAILS IN) 16" O.C. MAX, _ / � DO 3 2 X— WOOD SUB FASCIA 4z VINYL OR ALUMINUM FASCIA .0 12' VINYL OR M. VENTED SOFFIT MATERIAL FASTENED W/16GA,X7/16- CROWN STAPLES I - MIN. EMBEDMENT. USE #8XI- SMS, 12' O.C. 0 PANEL OVERLAPS, TYP. PROFESSIONAL ENGINEER SEAL VINYL 'J" CHANNEL FASTENED W/16GA.X346' CROWN STAPLES 1' MIN, ENGINEER OF RECORD EMBEDMENT @ 12" O.C. TYR. OR 11 GA. David W. Smith P.E. 1" ROOFING NAIL FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. SOFFIT DETAIL FLORIDA LICENSE NUMBER: 38554 SINGLE SPAN Ian J. Foster RE. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLOR1DA LICENSE NUMBER 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Dort 101 Ze,hyrin'Is, 11. 33542 — — — — — — — — — — 'on': (813)788-5314 Fax: 1-(866)-824-7894 Website: vvw ,fbcpbinoxom C.O.A.- 029054 2X4 LOOKOUTS @ 24" O.C. DRAWN BY: W.P. DATE: 06/06/22 REVISION: DATE: NO 1 RO 2 R03 R04 J220513163 PROJECT ADDRESS: ALEJANDRO GARCIA FRAGOSO 4821 6TH ST. ZEPHYRHIULS, FL 33540 CONTRACTOR: OWNER ROOF PLAN/DETAILS S-7