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Home My WebLink About23-5558City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-005558-2023 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. 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. P IT OFFICE E CONTRACTOR SIGNATURE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT C1RD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 3 a 111as a a *&I owner's Name 11,=1 73 2- - Z z 7===1 IJC-Owner Phone Number & D Owner's Address 7 7 e) 7 10 V C 1 17, fi r .,,5- Owner Phone Number E_ Fee Simple Titleholder Name Owner Phone Number F_ Fee Simple Titleholder Address 7,57 _T-,;/ JOB ADDRESS LOT # SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONITk ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR Comm OTHER TYPE OF CONSTRUCTION BLOCK F—] FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE C" HEIGHT _x " x-cx 4E1x_x_x_V x-JU-k'x V lux C-X X JU X-rx-x It-x-W"U'E ]E'X IL tux- K71ulux-" CUu" lu It-t-x-Ir it-, W Ir =BUILDING EL2- 00 0 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY OTHER 2 k 'J FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATUR REGISTERED Address 2-6 7 S-3 TeY v License # ELECTRICIAN COMPANY �EIE SIGNATURE REGISTERED CuRIE11 Address License #E===== PLUMBER COMPANY E;;; SIGNATURE REGISTERED 1E IuRRE� Address License #E==== MECHANICAL COMPANY E:Y;FEE �11RIE�N�� SIGNATURE REGISTERED Address License #E==== OTHER COMPANY E ;;; SIGNATURE REGISTERED FEE CuR1111 Address License #E===== a# I I Isis gifts It 111#12124111111111111111 last I a I I at 1111111 as Isis I I v RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Pen -nit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I 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 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 $2500, a Notice of Commencement is required. (A/C upgrades over $7600) 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 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department FAXAMMOM OWNER OR AGENT Copt TKAGTOK Subscribed and sworn to (or affirmed) before me this c ri bed a r J-�swbrf? To'j—(o r of =*elo, re me this by aby Who —is/are personally known to me or has/have produced Who re rso lly kno to me or has/have produced as identification. as identification. 2M Commission No Kameof No�tarytyped, �printed or Vstampe�d�� JA('OUF- LINE BODES HH 3265`2 LN ceim'�-Or 112026 am INSTR#2023021058OR BK10762 PG Page 1 of 1 02/03/2023 11:32 AM Rcpt: 2547943 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller El 13 Permit No. Parcel ID No NOTICE OF COMMENCEMENT State of Florida �R yr s THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property: Parcel Identification No. 35-25-21-0170-00700-0280 Street Address: 7789 SAIL CLOVER LANE, ZEPHYRHILLS, FL 33540 2. General Description of Improvement New Screen enclosure, and eatio extension Owner Information or Lessee information if the Lessee contracted for the improvement SANTOS KERMICK C & SARAH L 77$9 SAIL CL%ER LANE. ZEPHYRHILLS. FL 33540 Address City State Interest in Property: Name of Fee Simple Titleholder: (If different from Owner listed above) Address City State 4. Contractor: Justin deMello I Tradewinds Screens, LLC 28 54Favira Court, Wesley Chapel FL 33543 Address City State Contractor's Telephone No,: 813-816-0480 5. Surety: Name Address City State Amount of Bond: $ Telephone No.: 6, Lander: Name Address City State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served -as provided by Section 713.13(1)(a)(7), Florida Statutes: Name Address Telephone Number of Designated Person: City State' 8. In addition to himself, the owner designates of to receive a copy of the Lienor's Notice as provided in Section 713,13(1)(b), Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the data of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENT$ UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the fads stated the arc true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Sig atur of Owner o essee, or 'Autho aes or Losse Offic�er +ir-erctor/Partner/Manager VAN 5 Signatory's Tide/Office The foregoing instrument was acknowledged before me this "2�� ' day of 20 �3by I `BAN I -�V S ��g! as 0Q% (type of author �Inment y In fad) for I Z I ft g Q (name of party on hcuted). Personally Known (3 OR Produced Identificationl. Notary Signature TypeofIdentification Produced 1F1.. Iffl� L1 Name (Pit) rZ 17— ano-PI E:7PtP'b1IJC Sta Comm# HH322567 wpdatalbcs/noticecommencement_DcO53048 `CF 191� Expires 10/17/2026 t � State Of Florioa, County Of Pasco This is to certify that the foregoing is a - true and correct Copy of the document on file or of Public record in this office. r � . Witness my Land an fficlal seal this day c, 2 a i Nikki Alvarez-Sowles, Esq„ Clerk &Comptroller s � Pasco Con Florida �� 1 * .. By ,Deputy Clerk DESIGN CRI TERIA: CONTRACTOR: TRADEWINDS SCREENS Applicable Codes. Regulation and Standards 1, The Florida Building Code 7th Edition 2020. specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 an Specifications for Aluminum Structures, Port I -A and I-B of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D. C-2020 Edition J. ASCE 7-16. Wind Loads L Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Category I , 2. Basic Wind Speed Table, Table 1609 State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3 and Table 1609.3.1 Equivalent Basic Wind Speed: 140MPH V-ultimate Exposure Category, Paragraph 1609.4.3.- C 3. Building Category for Aluminum Structures, FBC 7th Edition R301,21.1.1 Sunroom Category 1 OR 2. 1, Dead Load of 5 PSF (Which is on Higher Side) 2, Live Load of 5 PSF (Which is on Higher Side) 3 Wind Load of 140 MPH as per ASCE 7-16 4. Load Combinations as per FPC 2020 7TH EDITION 5, Live loads for primary structuol members 300 lb. - R2002.4 Building 6. Live loads for roof purlins 200 lb - R2002.4 Building Sp ecifications The following specifications are applicable to this project: 1. Aluminum extrusions sholl be 6005 T5 Alloy 2. Fasteners are required to be SAE Grade 2 or better zinc plated. J. #10 screws 6" from ends and 24" center to center, 4. Door location shall be determined by contractor In the field. 5. All Screen - Type 18x14 (TYP.) WIND ZONE FOR MANSARD BEAMS @ 140mph VULT VULT - (Ultimate Design Wind Speed) SelfMating Beams Gouge Span SupportSpocing 2X4(smR) 0.044 Up to 14'-8' Up to 8' 2X5(sms) 0.050 Up to 18'-2" Up to B, 2X6(smB) 0.060 Up to 25'-4" Up to 8' 2X7(sma) 0,060 Up to 28'-4" Up to 8' 2X8(sm8) 0.080 Up to 35'-6" Up to B' L 2X9(sye) � WIND ZONE FOR METAL COLUMNS @ 140mph VULT VULT - (Ultimate Design Wind Speed) SelfMating/Hollow Gouge Column Height Range 2X4 0,050 Up to 10'-4" 2X5 0.050 Up to 12'-8" 2X6(sma) 0.055 Up to 16'-5" 2X7(SMB) 0.062 Up to 19'-8" 2X8(SW&) 10,072 1 Up to 23'-6" WIND ZONE FOR PURLINS AND RAILS 0 14OmDh VUL T VULT - (Ultimate Design Wind Speed) Hollow Sections Gouge Span 2X2 0.044 Up to 7'-10" 2X3 0,045 Up to 9- 1 " 2X4 0.050 Up to 10'-47_ 2X5 0.050 Up to 12'- ' ME DWR LOCATIONS ALL v VARY AND TBD ror gtaFIELD 3 W, CON IRA C TOP TRADEWINDS SCREENS 28753 TAVIRA CT WESLEY CHAPEL, FL 33543 813-816-0480 #CGC1529039 10' RAM GOEL, PE,(#47431) SONEY FM LLC, CA#9746 COPY LAKE PROFESSIONAL 10329 CROSS CREEK BLVD TAMPA, FL 33547 Pk# 715-781-1822 HOUSE SCALE la� = CONCRETE PAD w/ PERIMETER FOOTER 5' 3" EPS 5" SUPER GUTTER 3x3 2x5 POST 5' 2x2 —2x5 TYP i---T--� 3' 1 X3 2x5 2x 6'— 6" TYP.- I 2x2 I CEN TER STE P PROJECT ADDRESS SARAH SANTOS 7789 SAIL CLOVER LN ZEPHYRHILLS, FL PASCO COUNTY 7, -6" 15' 2x4 2x5 2x4 2x2 —2x3 L10, I HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE F.B.C. 2020 RESIDENTIAL 7th EDITION --------------- 2 RAM A. GOEL, P.E.,#4�'74YI) SONEY FM LLC, CA#9746 COPY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK 8L VD, STE P A TAMPA, FL 33647 PLAN Ph.# 715-781-1822 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2X2: 2 "X2 "XO. 044 " 2X3: 2'X3"XO.050" 2X4: 2 "X4 "XO.050 " 2X5: 2 "X5 "XO.050 " OPEN BACK SECTIONS 1 X2: 1: X2 rXO.040" 1 XJ: 1 "X2 "X0. 045 " SELF MATING LSMB,) 2X4 SMB: 2'X4"XO.044"XO.100„ 2X5 SMB: 2'X5"X0.050"X0.100" 2X5 SMB: 2'X5"X0.055"XO.120" 2X7 SMB: 2'X7"XO.057XO.120" 2X8 SMB: 2'X8"XO.072"X0.124>" 2X9 SMB: 2'X 10 "XO. 092 "XO. 398 SNAP SECTIONS ALUMINUM MEMBERS SHALL BE 2X2 Snap: 2" x2 "xO. 045 " NOT LESS THAT U 040 INCHES 2x3 Snap: 2"x3"x0.050 (1 mm) THICK — FBC 2020 2x4 Snap: 2"x4"xO.045" 7TH EDITION 2002.3.1 BUILDING WIND PRESSURES: 2XO X1/8" ANGLE W/ FROM TABLE 2002.4 FBC (2)-170 x 3/4" EACH FACE Req. for Each Load Bearing EXPOSURE B• Post Connection HORIZONTAL (WINDWARD) 27PSF MIN 4" SLAB 2500 PSI HORIZONTAL (LEEWARD) 21PSE_ CONC w/FIBERMESH VERTICAL (SCREEN SURFACE) 8PSF VERTICAL (SOLID SURFACE) 23PSF EXPOSURE C.- HORIZONTAL (WINDWARD) 38PSF HORIZONTAL (LEEWARD) 29PSF VERTICAL (SCREEN SURFACE) 17PSF VERTICAL (SOLID SURFACE) 32PSF 7/8" PLATE -6.(9)110 X 3/4 SUS ON 45' ANGLE �1 a-] 1/8" S.S. CABLE .SLAB MIN-_-, :USSET DIMENSIONS 1/8" SIDE VIEW EXTERNAL GUSSET DETAIL lil M SCALE N. T.S. SELF -MATING -RECEIVING CHANNEL W/(2),f lOx 3/4" INTO EACH FACE 7" x 2" O.B.BASE PLATE .. �, 7" X 2" BASE PLA 244 NCHORED CONC. O.C, .AfA:X 1/4" X 2 1/4„ TAPCONS MAX 24" 8. FRONT VIEW 2" X 4" OR LARGER UPRIGHT TO DECK DETAILS >)-flo- X 2" SCREWS— THRU EXTRUSION 2" WIDE EXTRUDED GUTTER BRACE AT EACH BEAM d W/(2)-O X 3/4 - i E H H ®®gig m® � ss �'IITERIAL i� me SPICE PLATE, ®. MIN PLATE THICKNESS 1/8" INTERNAL GUSSET DETAIL SCALE N. T. S (1)-#10 2 X 2— SCREW 24" Q.C. ■ BEAM 2x3 — fI I2X3 TONG CHANNEL F2_1 RECEIVING CHANNEL #IGX3/4" IN To W/2 ,flOX3/4" INTO EACH SIDE & (3 GIRT EACH SIDE & (,3, 3/4" INTO 2 X 3 SELF -MATING BEAM ,flOX3/4" INTO 2 X 3 - NOTCH FOR UPRIGHT w/MIN 3/4" O.C. )910X3/4" (2)-p7a" X 2" SCREWS THRU EXTRUSION 2" WIDE EXTRUDED GUTTER BRACE AT EACH BEAM W/(2)-P X 3/4'- 3 PURLIN °# 7 UPRIGHT SCALE M T S (3) 72X4" S.M.S. WTH 0)-/'fO X 2" WASHER, PER PANEL SCREW 24" Q.C. PDX3" S.M.S. THRU FASCIA OR 2" TAPCONS INTO LOAD BEARING COMPOSITE WALL 24" ON CENTER ¢ ROOF PANELS 'mt `k—NUTTER OF SCREWS l JIOX3/4" INTO PATTERN TO VARY NUTTER OF SCREWS SCREWS r0 MAINTAIN 9-P 4 C/C PATTERN TO VARY RECEIVING CHANNEL / " ,�raX3/4" rNrr� SCREWS TO MAINTAIN 1-1/4" c/c RECEIVING CHANNEL GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL GUTTER BRACE &ANGLED FASCIA BOARD SCALEN.T.S ATTACHMENT DETAIL BEAM SIZE x 4" GUSSET 1/8" THICK � r 410 x 3/4" r TEK @ 2" Q.G. SCALE N. T S, I I 2x `OVERLAP BEAM ONTO COLUMN FASTEN WITH #10 x 3/4 TEKS 2#W 0 %* O.C. APPLY MAX N0. OF SCREWS STAGGARD ON EACH (OR EQUIVALENT) ■ I URLIN OR UIR 1 10 &LAM OR POST DE TAIL I BEAM UPRIGHT CONNECTION 2500 PSI cQNc (2) 1/4 X 2 1/4" WWM OR FIBERMEs SCALE N. T S. SCALE N. T S. TAPCONS CABLE CONNECTIONS AT FOUNDATION sc N:TS. CONTRACTOR RAM GOEL, P.E(#47431) PROJECT ADDRESS TRADEWINDS SCREENS SONEY FM LLC, CA#9746 SARAH SANTOS 28753 TAVIRA CT CORY LAKE PROFESSIONAL CENTER 7789 SAIL CLOVER LN WESLEY CHAPEL, FL 33543 10329 CROSS CREEK BLVD. STE P ZEPHYRHILLS, FL 813-816-0480 TAMPA, FL 33647 PASCO COUNTY #CGC1529039 Ph, # 715— 781-1822 FRONT VIEW 2A"xe4"x2/4" X.125 U-CLIP SCREEN ("d" VARIES-4- SHOWN) (4) #10xJT/4" EA. SIDE MIN. (2) CONCRETE ANCHOR /BOL r5 W/M7N IY4- EMBEDMENT UPRIGHT 0 a C 0 1x2 BASE PLATE ATTACHED TO DECK VA7H CONCRETE. ANCHORS 4411V O 6" FROM UPRIGHT AND MAX 24" O.C. 3D VIEW 7 IOX3%4" S M. S. IQ" on center top and bottom COLUMN AND COMPOSITE ROOF TO LOAD —BEARING WALL FL. PRODUCT APPROVAL FL7561—R6 EXR lZ/jl/2025 SCALE N. T. S J X w 414' PST ALLUSAi WSENT r1(2) !/4W-1/4" rAX'ONS NM CONOW T- OR OPRONAL 21x2' ANaE x(2) 9/4-,o-P/4" rAPVM5 PER POST GRADE / e" y?... ONT. 8" WIDE x 8" DEEP CONVEN770MAL CONC. FOOTER a W/ (1) #5 CONT LAP SPLICES MIN. 25" & 77E W7 WRE. TYP. 0 PERIMETER 8" POST FOOTER DETAIL SCALE N.TS M I HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2020 F.B.C. RESIDENTIAL 77H EDITION 1� RAM GOEL, P. E. (#47431) SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK 8L VD. STE P _ 2 TAMPA, FL 33647 Ph.# 715-781-1822 DETAILS 3 118-Xl 112- X 118- BASE WI(2) 113- DIAM. JXJ" or 4X4" I COLUMN ITA.PCONS OR EQUIV. I v POST W, (2) 114- BAY, 3 112' THRU BOLTS FOR 3X3 OR 4 112- THRU BOLTS FOR OR 4-# 14x314" SMS EA. SIDE F/21 3X3 OR 4X4 COLUMN TO PAVER OR PATIO A TTA CHMEN SCALE M TS. SCREEN ENCLOSURE FLOOR SYSTEM A --J-15 CON77NUOUS AT TOP #5 DOWELED @ 48- a C. CON T ta' WIDE x 12" DEEP CONWN77ONAL CONC. FOOTE W/ (2) 15 CONT LAP �12' GRA SPLICES MIN 25' & 77E IN. EaPTH W1 WRE TyR Om PERIMETER g. MONOLITHIC CONCRETE STEM11ALL DETAIL SCALE N. TS 2X8 8 - 110.314- ON EA SIDE OF RECEIVING CHANNEL MUSS TO GUTTER DETAIL 2 [a SCALE N.T.S. CON IRA C TOP, TRADEWINDS SCREENS 28753 TAVIRA CT WESLEY CHAPEL, FL 3,3543 613-816-0480 #CGC1529039 RAM GOEL, P.E.(#47431) SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK BLVD. STE P TAMPA, FL 33647 Ph.# 715-781-1822 PROJECT ADDRESS SARAH SANTOS 7789 SAIL CLOVER LN ZEPHYRHILLS, FL PASCO COUNTY (2) 114- DIAM BY 3 112- THRU BOLTS 10X314- SMS 10- OC INTO GUTTER ALSO INTO CARRY BEAM N0. SCREWS o NO. OF SCREWS No OF PATTERN TO VARY S 'C CREWS TO MAINTAIN 1 114 - CIC COMPOSITE TO CU T TER TO REAM TO 3X3 COLUMN TO BEAM 114'0 x 2' - 112 /#IF WOOD SUBSTITUTE '10 'y x#SM'S"6"'FROM TOP & BOTTOM @ 24" O.C. X,-1-x2" OPEN BACK 11I"x2" OPEN BACK OPEN BACK TO HOST STRUCTURE DETAIL SCALE N.T.S. V71 ,045 RECEIVING CHANNEL W12 #70 SMS TOP & BOTTOM In LWAtn RPArF 4 XIO qLaq DIAGONAL WIND BRACE -MO BEAM CONNECTION 3000 PSI (MIN) 3000 PSI (MIN) WI(l) #5 CONT 8- X 8- W1 (1) #5 CONT . 4 CONTINUOUS FOOTING DETAIL. SCALE N. T S 23 r0a'e'W 6063-T Alurrinurn Extrusions Misin Frame V x 2a 5e, -4339" wall thickness; hellow serrated extrusions push Ear with areas at,090" zo add wer¢gth fordo—e installay., Kl,lI, €1-1/4" . V 11.11.w exuuiivn _,024- Thick, installed Ath, white or bronze polyp, opelene map in vinyl r, ish Color White, bIonze, clear anodized, ivory, adobe (day) .. St—cf.,d nark.— kit,; ait.bl_ m wfut., b—z., 0, adobe (day), Available Screen 18/14 Charcoal or gray Av.flable Z-bar Hatt 2, F.114, and F.114 Weather StIip, (Standard with 3 hmgesl Ncmina, ?,/0 . 6/8 Attua' 35-5/1 " x 79-1/2 Standard Nominal: 2/8, 6/8 Actual: 31-5/8' x 79-1/2 Norninal: 2/6 a 6/8 Acirpth 29-5/8'x 79-1/2 Custom Alt -!Ts .", _ihihfc iri ief nl - IOX3' S.M,S. THRU (3) I0X314RM.RPER PAN FASCIA INTO RAFTER TAILS ROOF PANELS 24' ON CENTER I I OX314 - S. M. S. 3 PER PAN PAN ROOF HEADER TO FASCIA ATTACHMENT AND PAN ROOF TO LOAD -BEARING WALL FL. PRODUCT APPROVAL FL10778-R5 EXP lIZ412022 SCALE N. T.S. #10014 INTO RECEIVING (2) 114- DIAM. BY CHANNEL 4 112- THRU 60L TS 4X4 OR 4-# 74x314- SUE COLUMN 1 114 - OIC —EA. SIDE FRONT VIEW 90E VIEW NO. OF SCREWS 4X4" f 0 PATTERN TO VARY COLUMN SCREWS TO MAINTAIN 0 1 114�- O/C SUPER GUTTER COLUMN BEAM 3" COMPOS"'__ C, POSIre ROOF 1%0011- 6- iO,314 SMS PER 4' PANEL CONNECTRON 2X9rX118- ANGLE W1 (2)-#10 x 314' EACH FACE F-MA77MG Req'for Each Load Beoring Posf Connection RECEIIIING CHANNEL WI(2).f1Ox 314" INTO EACH FACE MIN 4" SLAB 2500 PSI CONC wIFIBERMESH I' x 2" C.B.BASE PLATE PAVERS mik, CD&C SIDE VIEW 24" O. C. MAX 0 F2 J/ PAVERS— 114 x 5" TAPCONS- X 2" BASE PLATE ANCHORED CONC. 114' X 2 114' T4PC0AIS MAX 24" FRONT VIEW 2" X 4" OR LARGER UPRIGHT TO DECK WIPA VERS DETAILS I SCALE N. T S. CABLE ROOF RIDGE INSTALLATION SCALE N. T'S. a 10x4' WITH NEO WASHER J"COMPOSI TE J.2 3x2 7' Q.C. 4 - IGxJ14 SMS PER CONNECTTION BEAM TO 4X4 SCALE COLUMN KNEE WALL DELAlt AT GUTTER M T S� F2 F-9 SCALE M 7' S. HOUSE WALL : EITHER STUCCO/BLOCK OR WOODFRAME 114 x 2 714 TAPCONS TO MAINTAIN 2" O.C. FOR STUCCOIBLCCK OR #10 x 2" SCREWS I' O.C. FOR WOOD NUMBER OF SCREWS PATTERN TO VARY SCREWS TO MAINTAIN 7-714- C/C HOUSE WALL & MATING ELEMENT A TTA CHMEN T DE TAIL SCALE N.T.S. / HEREBY CER TIF Y THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2020 FB.C, RESIDENTIAL 77H EDITION --------------- L RAM GOEL, P.E(#47431) SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK BL VD, STE P TAMPA, FL 33647 A _'3 Ph,# 715-781-1822 [ DETAILS A ILS