The URL can be used to link to this page

Home My WebLink About23-5513City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 ........... ... il�1;1 Issue Date: REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice fim m3m�=i� 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. CONTRACTOR SIGNATURE K IT OFFICE PE " "Ma 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department !'Z 3y>"j IL I Owner's Address Fee Simple Titleholder Name JOB ADDRESS L,` SUBDIVISION F_ WORK PROPOSED PROPOSED USE TYPE OF CONSTRUCTION W, Owner Phone Number a Owner Phone Number E:�� _ __ .__� LOT # PARCEL to# (OBTAINED FROM PROPERTY TAX NOTICE) NEW CONSTR F1 ADD/ALT INSTALL 0 REPAIR SFR E:1 COMM BLOCK ED A fTLME SIGN DEMOLISH M =�� HEIGHT [:= UILDING C( VALUATION OF TOTAL CONSTRUCTION 5-00 =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E,C, =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO I BUILDER COMP Y SIGNATURE D �N 3o' REGISTERED Y1 N FEE CURREN Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y f N FEE CURREN Y/N Address License #E=:=== PLUMBER COMPANY SIGNATURE REGISTERED Address = License MECHANICAL COMPANY E SIGNATURE REGISTERED ;;;;�EE C�LJRREI Address License #E=:=== OTHER COMPANY SIGNATURE REGISTERED L=Y / =N-FEE CURREN Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 clumpster, 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 $2500, a Notice of Commencement is required. (A/C upgrades over $7500) — Agent (for the contractor) or Power 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 04TICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions�� which may be more restrictive than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible, If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco • County. TRANSPORTATION IMPACT/LITILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands V WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN R NOTICE OE COMMENCEMENT. FLORIDA JURAT (F.S. 11 7�03) OWNER OR AGENT— ')(J A� z CONTRACTOR Subscribed a d swo to (or N affirmed) before me this Ds 'ribe_ 5and s orn to (or affirmed) before me thi� 14 /'�f __ ho �is/ar�p2rsoy]ally Mown eto Me or—hcas�/havte��)pro'd�u)"ced� he War rso I y known to me or has/have produced identification. --as identification. Notary Public Notary Public Co Issi 0. commi igh No Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped JAMMEZ111 I a oil orts'010 grilfallyll 1, have read and fully understand and agree to the provisions of this instrument, The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the 11 wing conditions: OWNER'S SIGNATURE IXN� DATE 12- 2"S ADDRESS Ck -C-,u PHONE I/Masterfonns/OwnersAffidaviVNovO7 All lot Improvement requestsbe submitted vWednesday by t ! to be IMPROVEMENTLOT REQUESTPermit TO: EPPOA Lot Improvement Committee & Hoard of Directors From ISSSO rin Phone number where you can be reached:_ We request approval construction,.. • our installation, on the following: Shad ( )Lanai ( )RV Port ( )Park Model ( ) Cottage ( )Concrete Slab ( Pavers Concrete Painting ( ) ,. er )Patenclosure other All requests for construction/additions/ramodeling are required to have a complete, detailed/sketch, to include footprint, setbacks, front elevation, back elevation, left righ side elevation and top elevation. All elevations must include all sizes and locations of windows and doors, with length, width and height of the overall structure. Park models are to include pamphlet with pictures. In addition, all requests require and must include the full description, includingi doors, painting if applicable."PRIOR TO CONSTRUCTION"i hyrhills building permit and a ..ai �completed engineering plans must be RETURNED to the "LOT IMPROVEMENT SOMMITTEE", these will be returned to you for construction. Upon completion of Tour construction• • . of i ineering drawings of the structure, (as built) permits, inspections and final permit approvals must be •i to the Emerald Pointe . Improvement Committee for Pet enclosure must follow guidelines forsize,z w. and ALL REQUESTS MUST COMPLY v, y PERMITS FROM THE CITY OF t COUNTI, OR iA .,. Lot Owner's s Signature '� � -� 7 t? Date � / C `L / - � General Notes A. CONCRETE & FOUNDATION DESIGN: 1 ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE MIGO PSI MINBRUN11 2, ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI DENIN-lb-A 3 112 " NOMINAL THICKNESS. 3, 3000 PSI FIBERMESH (314- PER CURIC YARD MIN.) 11=1 ING APPROPRIATE ACI AND ASTM REQUIREMENTS MAYBE USED IN LIEU OFF WEDGED MIRE MESH 4, ALL SLABS ON GRADE SHALL BE 4' THICK WITH FIBERNIESH. 5, ALL REINFORCING, SHALL CONFORM TO ASTM A615 , BE GRADE 60 (E) KSI XUN) DIEFORMED BARS, #3 BARS MAY BE GRADE 40 6, ALL OVER POUR CONCRETE F a -LED SUPPORTED SLABS SHALL BE 3000 PSI MIN, 2 - MORMUNt TI 9CKNES& 7, SOIL BEARING PRESSURE SHALL BE A NfINIMU11A OF 1500 PSF, 9, THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CE1,CNIT TYPE I,- ASTM C 150). AGGREGATES - 96 STONE, ASTM C 33 SIZE NO. 67 LESS THAN 3/4'. AIR ENTRARIING +/- 1% - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER OTHER ADMIXTURES BELAU NOT BE PERNETEED. 9, METAL MELDED YORE SHALL CONFORM TO ASTM A 185. 10. PREPARE S, PLACE CONCRETE ACCORDING TO AMEERICAN CONCRETE JNSTff UIEP MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH -HOT WEATHER CONDITIONS RECOMIAENDATIONS. I I IF UIMIZERG EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MEIN RACTIM OF 4' 1 N THICKNESS, FIRS S, VISIBLY FREE OF ANY STRUCTURAL EXCESSCRACTLING, SPALLING OR OTHER DETERIORATION, B. MASONRY: ..CONCRETE MASONRY UNITS (CMM SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE OF TYPE M OR S, 3, ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE KAAGMUM COARSE AGGREGATE SLUE OF 3/8'. 4 PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 54" IN HEIGHT. C. ALUMINUM: I. ALL STRUCTURAL ALUE, ff�_ SHALL CONFORM TO THE MUN7ARKA BEQUEPHNEHIS OF 6005-TS FOR ALLOY WITH A MUCURIM THICKNESS OF 0.040'FOR SUPPORTING MEMBERS 2, WHERE KICK PLATES ARE USED A IMININIUM THICKNESS OF 0-024'SHALL APPLY. 3. STRUCTURAL ALUEMIUM DESIGN CONFORMS TO "PART I -A SPECIFICATIONS FOR ALUMINIRA STRUCTURES - ALLOWABLE STRESS DES10N'OR"PART 1-13- SPECIFICATIONS FOR ALUSIDIUNI STRUCTURES - BUILDHIG LOAD AND RESISTANCE FACTOR DESIGN'OF TIE- CURRENT ALT UNUNUMDESIGN MANUAL PREPARED BY THE ALUMINIUM ASSOCIAT !ON, IMCWASHUNGTON D.C. THE FLORIDA BUILDING CODE 6TH EDITION 4, V,`HEPR ALUMINUM CONNIE INTO CONTACT VODH STEEL, OR PRESSURE TREATED LENSES PROIVIIRE DIELECTRIC ENIPARATIGN. 5, ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN 910 SIRIS 6'FROM THE FINDS AND 12" ON CENTER., IF USIPTG' 12 SPACING MAYBE 24'ON C�_,I= 6, � =1 AM 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" . DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. D. FASTENERS: i ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZER BOLTS SPECET-75 FOR USE WITH ACQ PRESSURE TREATED WOOD. 2, HE BOLTS HAS TO BE ASTM A 329, PLATED WITH STANDARD FLAT WASI-MRSANDIATTS. 3 ALL CONCRETE SCREWS SHALL BE, SINR`SON, BIL Fl, RIVIVL, TAPOCH, RENEEAD, DYUASCLT, OR APPROVED EQUAL, 4 ALL METAL TIES AND ASSOCIATED) ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. 5, ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 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 BY TURNING AND UNDER NO CHICHMSTANCIIS BY DRIVING WITH A HAMMER, 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURERS REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER FASTENERS SHALL BEA MINIMUM OF SAS GRADE #5 OR BETTER ZINC PLATED. 8, ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-9, 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-185, ii, FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4- AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTEDOIJER1,91fa--_ E, REFERENPFE StANDXkDS. ASTM E 119* ASTM E 1360 ASCE 7 -16 j AAASM35,ANosFEL,FcR ALt;,MiiNoME;KTj-,A,)-Z ASTM C94 ASTMC150 ASTM C33 ASTI M C260 ASTM C-94 ASTMA615 REIM A185 FLORIDA BUILDING CODE 6TH EDITION CURRENT ALUMINUM DESIbN`KANU!Ar R ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. I. TYP --TYPICAL 2, SIM - SIMILAR 3, DON -- UNLESS OTHERWISE NOTED 4, CURT -- CONTINUOUS 51 VI IF - VERIFY IN FIELD G, RESPONSIBILITY: A. ALL SITE WORKSHALLBP PRRFnRkfED BY C5 SHALL vORIF YALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS, 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON ISRORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. H, MISCELLANEOUS: i, ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR TO 1994 REQUIRES A SEPARATE ENGINEERED 4TH WALL SUPPORT, SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SEA, THE ENCLOSURE SHALL COMPLY OATH RFSIDENTLL SWIMMING BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE R 4501.17 IN ITS ENTIRETY. 3 EMERGENCY ESCAPE &RESCUE OPENING PER FEC R310A SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL 4, DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR 5, IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST, 6 SCREENING MATERIALSHALL BE ISX14X0,0130R EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE CARPORT, SHED AND CONCRETE DESIGN DATA: 1, ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 2. RISK CATEGORY: 1 3, WIND EXPOSURE: B 4: INTERNAL COEFFICIENT: 5. WIND LOADS: SOLID ROOF (MWFRS): 20 PSF COMPONENT 8, CLADDING PRESSURES: ROOF ZONE 1: 8,9/-21A PSF, ZONE 3: 8,9/55.0 PSF WALLS ZONE 4., 21.81-23,6 PSF, ZONE 5: 21,8/-29.10 PST 6. EXISTING 4' CONCRETE SLAB, W/ 3000 PSI FIBERMESH AND ROOTER PROPOSED ISOLATED CONCRETE FOOTINGS PER DETAIL, SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE, 7. SOLID ROOF TYPE: 3"X.024 COMPOSITE PANEL FL# 7561 OR EQUIV.. HOLLOW SECTIONS 2 x 2: -------------------------------------2„ x 2" x 0,044' 3 x 2: --------------------------------------3„ x 2" x 0.050" 2 x 3: ----------------- ------------------- -- 2" x 3" x 0.050A 2 x 3: --- ---------------------- ------------2" x 3" x 0,071 2 x 4: ------- ---------------------------- --- 2"x4"x 0.OS 2 x 5: ----------- -------- ------ ------ 2" x 5' x 0.05 OPEN BACK SECTIONS oi 1 x 2:- ----- -------- -----------I" x 2" x 0.040" 1 x3: ----------------------------------1" x 3"x 0.045' SNAP SECTIONS 2 x 2 Snap: ---------------------- - ---------- 2" x 2' x 0.045' 2 x 3 Snap: --------------------------------2" x 3" x 0.050" 2 x 4 Snap:-- - -- --- ------ - ----- Z'x 4" x 0.045' NNUMNIEWIM, 2x4SMB: -------------------- 2" x 4" x 0.044' x 0.100" 2x5SMB: --------------------- 2"x5"x 0.050'x 0.118" 2x6SMB: ---------------------- 2" x 6" x 0.050' x 0.120" 2x7SMB: ---------------------- 2" x 7" x 0.057" x 0.120" 2x8SMB: ------------------ - -- 2" x 8" x 0.072"x 0.224" 2x9SMB: ---------------------- 2"x 9" x 0.072" x 0.224' 2 x 10 SMB: ------------------- 2" x 10"x 0,092'x 0374" WORK SHALL COMPLY WITH PPF,�160401NG IES FLORIDA BULDINdiCC) DE, ONAL ELECMC CODE, THE CITY OF ZEPHYRHILLS' 40 2 4 M-3 REVIEW DAT t CiTrYOff' ZEp_(�HILL6 PLAN EXAM%AINER_� S.M.B. WEB I TUBE WALL CORROSION RESISCAPACITY TANT UPLIFT &Ai I I COMPOSITE PANEL ATTACHED TO HEADER WITH #12 X 3/4' WASHER/SEAL HEAD SCREW, TOP AND BOTTOM @8' E�CIST ROOF ALUMINUM FLASHING ATTACHED W/ #10 X 5/8' TEK SCREW COMPOSITE PANEL ROOF #12 TEK SCREW AND 1-114"0 NEOPRENE EXISTING WASHER @ 8- O.C. PER PANEL HOST WALL (USE SCREW LENGTH EQUAL TO COMPOSITE PANEL THICKNESS PLUS I'MIN.) -(N) 30 THRU BOLTS, NUTS, \AND WASHERS PER CHART -2x 4TH WALL SMB ALUM. POST PERPLAN �ls PER PLAN 4TH WALL CONNECTIONS COMPOSITE ROOF, POST AND BEAM ALUMINUM POST PER PLAN (2) 318- HEX HEAD THRU FASTEN POST TO CONCRETE BOLT, WASHER, AND NUT WITH INTERNAL BASE AND CORROSION RESISTANT (4) 3/8' CORROSION RESISTANT f CONCRETE ANCHORS WITH 11 GA. INTERNAL ALUMINUM 2-3/4" EMBEDMENT MIN Al BASE PREDRILL VERTICAL 3" EDGE DISTANCE M FLANGES ALUMINUM POST TO CONCRETE SLAB CONNECTION _--FOR FOOTING SV.ES OVER 18' IN DEPTH (2) #5 X 17 REBAR CROSSWISE THRU POST b 4'- 6' FROM BOTTOM OF POST w ISOLATED FOOTING SEEP FOR S17ES NOTE: OTHER BOLT SIZES AND CUANTMES MAY BE USED PER SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED FASTEN COMPOSITE PANEL TO BEAM WITH #12 TEKS WITH 1-114'0 NEOPRENE WASHERS @ F O.C. PER PANEL (USE SCREW LENGH EQUAL To COMPOSITE PANEL THICKNESS PLUS I- MIN) (N) 3/8" THRU BOLTS, WASHERS 2X EMS PER PLAN AND NUTS, CORROSION RESISTANT: TYPICAL (SEE CHART) ALUMINUM POST PER PLAN OT0 IO 2"X H"SMB 0 3'X 48' COMPOSITE PANEL T X 3' KNEE BRACE (IT X IT) - 45- MIN, CONNECT KNEE BRACE TO COLUMN/BEAM WITH .OW" RECEIVING CHANNEL OR GUSSET PLATE. FASTENWI (3) #10 X 3/4' TEK SCREW AT EACH CONNECTION POINT --ALUMINUM COLUMN PER PLAN KNEE BRACE CONNECTION FASTEN SYB TO RECENING CHANNEL W/ #1 WW TEKS (I SCREW /INCH OF BEAM HEIGHT} STAGGERED I I " ALUMINUM POST MIN. 060 RECEIVING CHANNEL PER PLAN FASTENED TO POST W/ #10x3/4" TEKS (I SCREW / INCH OF SEAJM HEIGHT) STAGGERED BEAM TO POST CONNECTION riffEwmPlIffm EXISTING HOST Man vo MIN UNDER FIRST ROW OF SHINGLES OR UNDER DRIP EDGE "-- t X'L a;'T&-7 , 2"X4" WOOD TOP PLATE #12 TEKVATH 1-114"0 NEOPRENE WASHER 0 8- O.C. PER PANEL (USE SCREW LENGTH EQUAL TO COMPOSITE PANEL THICKNESS PLUS 1- MIN.) FASTEN 2X OF SHED WALL TO E)aSRNG HOST WALL NTH 114`0 X 4' LAG SCREW @ 16- O.C. — 2X4' WOOD STUDS 0 15' O.C. WOOD 4TH WALL ROOF CONNECTION HEADERS SPAN JACK 0 SE-RM WALL I SIZE 1w, STUDS SLIPPORTING (2) 2-x4- 4-4- 1 ALUM. PAN ROOF (2) r.0 8'-4- 1 (2) 2'.B* $'—a" 1 (2) 2-xlG- V—s- 2 (2) 2-xI2- 1 V—S- 2 DEL HEADERS W/J- PUND, SPACER, OWED & NAILED W/16d NAILS 0 24- O.C, (2 ROWS STAGGERED) �2XCRIPPLES @16`0.C. DBL. 2X HEADER WITH tit"PLYWOOD SPACER PER TABLE SIMPSON LSTA STRAPS OR EQU[V. 4p-' APPLIED PER MFGRS SPECS. 2X SIMPSON STUD PER TABLE ATTACH TO CONTINUOUS STUD W/ 16d NAJLS:@ 24��G,C, INSTALL WINDOWS I DOORS IN OPENINGS PER MFGRS INSTALLATION INSTRUCTIONS SIMPSON DTP, SPH OR EQUIV. APPLIED PER MFGWS SPECS. FRAMING FOR OPENINGS WITH HEADER FASTEN RECE RANG CHANNEL TOSM8W#IWA'TEKS, I SCREW PER INCH OF BEAM HEIGHT ATTACH ALUMINUM SEAM TO 1A,000 WAL MIN, INTERNAL OR EXTERNAL U CHANNEL FASTEN NTERNAL OR EXTERNAL CHANNEL TOSTRUCTURAL WALL MEMBER VATH 114'0 .2- LAG SCREWS, I PER 2 NCHES OF BOkMJHEnHT STAGGERED BEAM TO WOOD WALL CONNECTION ALL WOOD STUDS AND BLOCKING FOR WALLS SHALL BE 2X� FASTEN COMPOSITE PANEL TO 70P PLATE WITH 1/4-0 LAG SCREW WITH 1-1/2-0 NEO—WASHER 0 8- O;C. WITH 1-1/2- DEL 2X TOP PLATE (ONLY NON —TREATED WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER) DEL. 2X HEADER WITH 1/2" PLYwD. SPACER OVER WINDOWS/DOORS. SEE HEADER TABLE INSTALL WINDOWS PER MANUF. INSTALLATION INSTRUCTIONS 1/2- PLYWOOD OR OS2 SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES. COVER WITH APPROVED WEATHER RESISTANT BARRIER SUCH AS A POLYETHLYLENE HOUSE WRAP PER MFG*S SPECS. VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS. 2X WOOD STUDS 0 16" O.C; 2X Pi. BASE PLATE- 1/2'0 WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM CORNERS, 6- FROM OPENINGS AND 24- D.C. WITH 4- MIN. EMBEDMENT AND 1-3/4- MIN. EDGE DISTANCE TYP. CONCRETE BELOW GRADE PER R403A PRODUCT APPROVAL CODE CHART STRUCTURAL COMPONENTS ISIMPSON HICA FL11478 SIMPSON DSP FLIG456 SIMPSON SPH FL10456 ISIMPSON ABU/ASW FL10849 SIMPSON LSTA/MSTA FL10852 I SIMPSON CS16 FLID852 ALL CONNECTORS AND FASTENERS IN CONTACT W/TREATED WOOD SHALL BE ZINC COATED GALVANIZED STEEL OR SIMPSON 'ZMAX' miompan NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINIMUM 7/16- WOOD STRUCTURAL PANEL SHEATHING (PLYWOOD OR OSB) WITH AN APPROVED WEATHER RESISTIVE BARRIER PLACED UNDER THE SIDING. 2X BLOCKING FOR PANEL SPLICE WHERE WALL HT. EXCEEDS PANEL LENGTH WALL PANELS (PLYWOOD) NAILlNG NOTE: NAIL 8d NAILS 6' O.C. 0 EDGES & 12' O.C, IN FIELD. ROWS OF NAILS SHALL BE 1/2" MIN. FROM PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MFG.S SPECIFICATIONS. WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP TO BOTTOM PLATE (8'-0" OR LESS) SIMPSON STUD PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS, AND SHEATHING IS NAILED PER PANEL NAILING NOTE. WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON OR H4 STUD PLATE TIES ARE REQUIRED AT ALL STUDS. 4" 2500 PSI CONCRETE SLAB WITH 6,x6" #io wwm (OR FIBERMESH) OVER 6 MIL POLY VAPOR BARRIER W/EDGES LAPPED 6- & SEAMS TAPED, OVER CLEAN, COMPACTED, TERMITE TREATED SOIL 2 #5 REBAR CONT. I'll,( WAZI i 7-P, ' ON 3' HIGH CHAIRS H2- FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 & 81809.4. WALL SECTION/DETAILS 3Y,U,00 TV PLAN MV fxf5wr- PAR9 WVMi� e eZ I / !WJ, PROPC;sm� cw t, ED 41 mom FROM! BV SIDE EIX-VAtiON