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Home My WebLink About22-34725335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 ELCMISC-003472-2022 Issue Date: 01/18/2022 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. !I 1174,1111"M I! IIIRIIF !!III III 1 1111 1 1 1 1 111111111115111 � 11 1 il�il��i��l�l��Ill�l��'1!1�:iii��,:!�I 1 1 1 , !1117111 23131�� 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. PEfIT OFFICEf) P�IMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 0 813-780-0020 Fax-813-780-0021 60L SAYLOR TIMOTHY DALTON & AMANDA LYNN 8000 WHEAT STONE DR. ZEPHYRHILLS, FL 33540 Fee Simple Titleholder Name I Owner Phone Number I I Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION ABBOT PARK PARCEL ID#1 26-25-21-0150-00100-0080 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT t SIGN DEMOLISH lid INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BE BLOCK E] FRAME L J STEEL DESCRIPTION OF WORK INSTALLATION OF A 11.52KW ROOF TOP MOUNT PV SOLAR SYSTEM. BUILDING SIZE SO FOOTAGE 1,$1 Ea HEIGHT BUILDING VALUATION OF TOTAL CONSTRUCTION $25,000.00 bDELECTRICAL 6a�411 AMP SERVICE 150A I= PROGRESS ENERGY = W,R.E.C, =PLUMBING 1$ 1 =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =OAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA F_IYES X NO BUILDER Y COMPANY SIGNATURE REGISTERED L=NFEE U.�EN�� Address License# ELECTRICIAN COMPANY I SKY SOLAR ENERGY INC SIGNATURE REGISTERED Y N FEE CURREN UN Address 140417 CHANCEY RD, UNIT 103, ZEPHYRHlLLS, FL 3=3542 Ucense# I EC13010029 PLUMBER COMPANY F SIGNATURE REGISTERED L_y_LN _J FEE CURREN L_y N Add. Licenseit L_J MECHANICAL COMPANY SIGNATURE REGISTERED Y_LN j FEE CURREN L_XI_N J Address License# OTHER COMPANY SIGNATURE REGISTERED L_y LN_J 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 wl Silt Fence installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivisionsilarge 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 & I dumpster. Site Work Permit for all new projects. AN 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 $2150(), a Notice of Commencement Is required. (AIC 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) Reroute if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways. needs ROW 0 813-780-0020 City of Zephyrhilts Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to'deed"restrictions" which may he more restrictive than County regulations, The undersigned assumes responsibility for compliance with any applicable dead restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor of contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If this 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 727-647- 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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTIL(TIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit Issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner, I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the 'owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work win be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V' unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A' in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. ilio i IF-110 U-11i M-MR[talk"ITIM nmlloxol 541 Z FLORIDA JURAT (F,S, 117.03) OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this Who istare personally known to me or has/have produced as identification. Commission Name of Notary typed, printed or stamped Public as identification. Notary Public Commissio 0. Name of Note typed, printad or stainn ® Notary Public State of Florida Kayelee Hickey My Commission HM 149341 00VExpires 07/06/2026 91 Sky Solar Energy Inc - EC1 3010029 40417 Chancey Rd. Unit 103. Zephyrhills, FL 33542 1, �. do hereby authorize the following individuals to act as my agents in obtaining permits in the it of Zeph rhills located at 5335 8th Street Zeghyrhills,._FL 33542. This authorization shall remain in effect unless cancelled in writing by the undersigned or instructed otherwise. Contractor's Name Contractor's Signature STATE OF FLORIDA COUNTY OF PASCO �Comp�anyNa�me� q_ License Number The instrument was acknowledged before me on this day of 20, by rsonally Known _ Produced lde�ntification # COTAIR PUBLIC My commiss Notary Pubk State of Fforol,,,� c"W1 M� maw*" My CWM*Sion HM 148647 E)qkas 07/05=25 5 N In PV system to existing roof framing, From the field observation report, the roof is made of Composite shingle roofing over 1/2 inch plywood supported by 2X4 Rafters at 24 inches Jhe slope of the roof was approximated to be 24 degrees and having an allowable maximum chord span of 6 feet between supports. framing has been determined to be adequate to support the imposed loads without structural upgrades. Contractor i�hall verifi,)r that exisimiqJ—ram'n,,j- is consistent with the described above before install. Should ther find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. Code 2OZOFlorida Building Code (ASCE7-1G) || Wind Load (component and Cladding) Roof Dead Load Dr lUpsf V 140mph fx/1Qead Load DpV 3 Psf Exposure B Roof Live Load Lr 20 psf Ground Snow S Upsf |fyou have any questions onthe above, please donot hesitate tocall. \\\\|//// Sincerely, VlncentK8vvumvaneza, P.E EVEngineering LL[ '~~.~"Swo I I I I I \ \\\\\ - I ( pnojects@evenQineeonet.nom 0 Structural Letter for PV Installation Date: 1/12/2022 Scope of Work This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Table of Content Sheet 1 Cover 2 Attachment checks 3 Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code 2020 Florida Builof Rlsk Category II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 0 psf Wind Load (component and Cladding) V M1MMmph Exposure B References N DS for Wood Construction Sincerely, No.86986 Vincent Mwumvaneza, P,E Exp-021281202'1, Qj EV Engineering LLC 276-220-0064/951-355-3348 5- STATE OF 0 ORVO ONA%� ///I/ I III\\\\\\ projects@evengineersnet.com http://www.evengineersnet.com r! EV momm ENGINEERING Wind Load Cont. Risk Category U V= 140 mph ASCE 7-16 Fkgure26.5-1B Exposure= Kzt= 1.O A5CE7-16Sec 268.Z kz= O57 ASCE7-16Table Z6.1O'1 Ko= O.85 ASCE7-I6Table 26.6-I K°= 1.00 ASCE7-26Table ZG.9-1 z---------' qh=O.002S6K,K*KuKeV= 24.24psf Pitch= Degrees Yc= Conservatively assuming all exposed y"= conservatively assuming 1Uft2effective area 911dLlftl�\ zpne(1,2e) Zwne(2r, 2n) ovne(3e) Zone(3r) ne3o�-2 GC,= -z.a -z./ '1.7 -z.o Eq. 29.+ P=qh(GCP)(VE)(V.)= �,81 �.45 �.45 �.35 G[.= 0.6 piguneauaa P=qh(GC.)(ys)(y^)= 17.45 squauonzs.+7 Ratter Attachments: U.bL)+U.bW CU-1.15 Connection Check ft WREMNAN Magcr"ewenetration 266 |bs/in Table II2A- WD5 I5in QFLAsoumed Prying Coefficient 1.4 AUoxvab|eCapadty= 760|bs Zone Average ThhWidth Area(ft) Vp1#t(|bs) Qmmn(fbs) Zone(1,2e) 4 11.0 193.5 161.6 Zvne(ar, 2n) 4 11.0 248.6 161.6 Zone(3e) 4 21.0 248.8 161.6 zone(3d 4 11.0 262.4 161.6 Conseruat|meMax= 262.4 < 760 CONNECTION IS OK 1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift governs 2, Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment insheadin@orother material does not count. Vertical Load Resisting System Design Rafters Max Length, L= 6. 0 Tributary Width, VVr= 24 in Dr= 10 psf 20 p|f Lr= 20 psf VVuowm= 17.45 psf 34.9 p|f Pu= 3 psf 6 p|f Pvmax Shear= 161.6|by Max Moment, KA"= 211 |b'ft Conservative Max Shear, V"=vvL/2+PvPoint Load = 240|b Note: Proposed loading will add less than S% of the existing loads. Member Capacity Depth d= 3.5 in Width, b = 1.5 in Cross-Sectuna|Area, A= 5.25in' Moment ofInertia, ixx= S.3593Di»- Section Modulus, S== 3.0625in3 Allowable Moment, yN.11=F»'S, = 396.2|64t QCR=K8'/N.11= 0.33 <1 projects@evengineersnet.com % or Roof with Pv Dpv and Racking Average Total Dead Load Increase in Dead Load 40.8% 3 psf 11,2 psf 6.1%)6k -ewl-T. V therefore no further seismic analysis is required. lumm. &�- �Jkyzm I a TIMOTHY SAYLOR. The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally � 2 . 9 -, a 0, 0 0 ^ 0 . projects@evengineersnet.com SYSTEM DETAILS DESCRIPTION NEW GRID -INTERACTIVE PHOTOVOLTAIC SYSTEM WITH NO BATTERY STORAGE DC RATING OF SYSTEM SYSTEM SIZE 11.52 KW DC STC AC RATING OF SYSTEM 7.68KW AC OUTPUT CURRENT 32 A (32) SILFAB SIL-360-NX (360W) SOLAR NO. OF MODULES MODULES NO. OF INVERTERS (32) ENPHASE IQ7-60-2-US MICROINVERTERS POINT OF CONNECTION BACKFEED BREAKER IN THE MSP ARRAY STRINGING (2) BRANCHES OF 16 MODULES SITE DETAILS ASHRAE EXTREME LOW -1°C ASHPAE 2% HIGH 330C GROUND SNOW LOAD 0 PSF ---------- WIND SPEED 140MPH (ASCE 7-16) -------------- RISK CATEGORY II WIND EXPOSURE CATEGORY B -- - -- - - --------------- GOVERNING CODES FLORIDA RESIDENTIAL CODE, 7TH EDITION 2020 (FRO) FLORIDA BUILDING CODE, 7TH EDITION 2020 (FBC) FLORIDA FIRE PREVENTION CODE, 7TH EDITION 2020 (FFPC) NATIONAL ELECTRIC CODE, NEC 2017 CODE BOOK, NFPA 70 SHEETINDEX SHEET NO. SHEET NAME A - 00 SITE MAP & VICINITY MAP A-01 ROOF PLAN & MODULES S-01 ARRAY LAYOUT S-02 STRUCTURAL ATTACHMENT DETAIL E-01 ELECTRICAL LINE DIAGRAM E - 02 WIRING CALCULATIONS E -03 SYSTEM LABELING DS-01 MODULE DATASHEET DS-02 INVERTER DATASHEET DS-03 COMBINER DATASHEET DS - 04 RACKING DATASHEET DS-05 ATTACHMENT DATASHEET TIMOTHY SAYLOR NEW GRID -INTERACTIVE PHOTOVOLTAIC SYSTEM DC SYSTEM SIZE (11.52 KW) mWom am No.86986 EXP, 02/28/20U 0% l(% STATE OF • ........... N OJVA L eltk 1 ////I I I 11\0 11612_00�� ISITE MAP (N.T.S) 1 I ENGINEER OF RECORD WIND FLOW MAP PERMIT DEVELOPER DATE 01/12/2022 DESIGNER Opi F_REVIEWER MODULE TYPE, DIMENSIONS & WEIGHT NUMBER OF MODULES = 32 MODULES MODULE TYPE = SILFAB SIL-360-NX (360W) SOLAR MODULES WEIGHT = 44 LBS / 20KG. MODULE DIMENSIONS = 72.13" X 39.4" = 1974 SF NUMBER OF INVERTER = 32 MICROINVERTERS INVERTER TYPE = ENPHASE IQ7-60-2-US MICROINVERTERS MICROINVERTER DC SYSTEM SIZE: 11.52 KW AC SYSTEM SIZE: 7.68KW ROOF ACCESS POINT ---/ I /P \10'\ 0 0 NOTES: 1. LOCATION OF JUNCTION BOX(ES), AC DISCONNECTS(S), AC COMBINER PANEL(S), AND OTHER ELECTRICAL EQUIPMENT(S) RELEVANT TO PV INSTALLATION SUBJECT TO CHANGE BASED ON SITE CONDITIONS, 2. SETBACKS AT RIDGES CAN BE REDUCED TO 18 INCHES IN COMPLIANCE WITH FBC R 324,6.2: TOTAL PLAN VIEW AREA = 2597.63 SOFT TOTAL PV AREA = 32(72.13 IN)(39.4 IN)l(l 44 IN A 2) = 631.54 SOFT 631.54 SOFT! 2597.63 SQFT)l 00 = 24.31 % TOTAL RV AREA POPULATES 24,31 % OF TOTAL PLAN VIEW AREA AND IS WITHIN THE 33% REQUIREMENT. (N) AC DISCONNECT (NON -FUSIBLE) r__ (N) COMBINER PANEL rill ROOF ACCESS POINT ` ROOF 1 GENERAL INSTALLATION PLAN NOTES: 1) ROOF ATTACHMENTS TO RAFTER SHALL BE INSTALLED AS SHOWN IN SHEET S-01 AND AS FOLLOWS FOR EACH WIND ZONE:. WIND ZONE 1: MAX SPAN 4'-0" O.C. WIND ZONE 2: MAX SPAN 4'-0" O.C. WIND ZONE 3: MAX SPAN 2'-0" D.C. 2) EXISTING RESIDENTIAL BUILDING ROOF WITH MEAN ROOF HEIGHT 15 FT AND 2"x4" WOOD ROOF RAFTERS SPACED 24" O.0 WAROM MODULE STRING MODULE STRING Eu:ml -UTILITY METER [MSP - MAIN SERVICE PANEL Ksl - AUTO TRANSFER SWITCH 1M] - METER MAIN COMBO [S:W:H] SMART WATER HEATER x JUNCTION BOX BACKUP INTERFERNCE [BAT BATTERY 1-1 - COMBINER PANEL [A:CD] - AC DISCONNECT Imm I - PRODUCTION METER - INVERTER - FIRE SETBACK - STRING TAG 0 - VENT, ATTIC FAN (ROOF OBSTRUCTION) - CONDUIT ---- 7— ___ wl z 0 0 1- (o CL > ir w w I z IF —PERMIT DEVELOPER DATE 01/12/2022 DESIGNER opi REVIEWER SHEET NAME ROOF PLAN & MODULES SHEET NUMBER I L ------ ____A-01 ROOF DESCRIPTION - a � = MODULES - 28 ROOF TILT - 24' ROOF AZIMUTH - 180' RAFTER SIZE - 2"X4` @ 24" O.C. WESM MODULES -4 ROOF TILT - 24' ROOF AZIMUTH - 270' RAFTER SIZE - 2"X4" @ 24" O.G. 21'-2" 9. 4' - 5" — 65'-11" kROOF#1 mwuk NO. 86986 Exp_ 02/28/202j STATE OF 4ORID,.-- N /()NAL E� WIND LOAD INFORMATION: THIS SYSTEM HAS BEEN DESIGN TO MEET THE REQUIREMENTS OF THE 7TH EDITION OF THE FLORIDA BUILDING CODE AND USED THE FOLLOWING DESIGN PARAMETERS: ULTIMATE WIND SPEED: 140 MPH EXPOSURE CATEGORY: B RISK CATEGORY: 11 MEAN ROOF HEIGHT: 15 ROOF SLOPE: 20'-27° TRUSS/ RAFTERS LOCATIONS ARE APPROXIMATE. ACTUAL LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED TO ADJUST MOUNT LOCATIONS, IN NO CASE SHALL THE MOUNT SPACING EXCEED "MAX. MOUNT SPACING" SOLAR MODULE �LEGENDS FIRE SETBACK o VENT, ATTIC FAN (ROOF OBSTRUCTION) - PV ROOF ATTACHMENT - RAILS -RAFTERS/TRUSSES - METAL SEAM WIND ZONE 1 LJ - WIND ZONE 1 - WIND ZONE 1' WIND ZONEI-2 - WIND ZONE (2) - WIND ZONE (2r) - WIND ZONE (2e) -WIND ZONE (2n) WIND ZONE 3 - WIND ZONE (3) - WIND ZONE (3r) - WIND ZONE (3e) z Q Lf) > ui PERMIT DEVELOPER I DATE 01/12/20221 DESIGNER pI I REVIEWER SHEET NAME ARRAY LAYOUT SHEET NUMBER S-01 a . t PHOTOVOLTAIC MODULE GENERAL NOTES- APPLICABLE FLORIDAs *. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES REQUIREMENTS. ALL 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER NDS(2012) OLT CAPACITIES ARE BASED ON A WOOD ROOF TRUSS AS EMBEDMENT MATERIAL. 3, ALL WIND DESIGN CRITERIA AND PARAMETERS FOR HIP AND GABLE RESIDENTIAL ROOFS, CONSIDERING FROM A 7'TO L 1. RESIDENTIALMAXIMUM 6/12 PITCH) ROOF IN SCHEDULE, ALL EXCEED 30'-0" MEAN ROOF HEIGHT. { CONFORM, . ROOF SEALANTS SHALL 5. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND SOLAR SPECS. & ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-T5 UNLESS NOTED.OTHERWISE 7. LAG BQLTS SHALL BE ASTIVI A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. & ALL RAILING s MODULES. CHAPTERMANUFACTURERS'] NSTRUCTIONS. 9. 1 CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE WITH FBC:BUILDING CHAPTER 16 AND FBC-. RESIDENTIAL ACCOMMODATEBUILDING STRUCTURE WILL SAFELY LATERALWIND EQUIPMENT DEAD LOADS. ff • s , - • 11; DETAILSSTRUCTURAL ATTACHMENT Al OF 1113/ i 0 i 1 Z O Z o a 11i N I LC � C9 C1 PERMIT DEVELOPER DATE 01/12/2022 DESIGNER OPJ REVIEWER SHEET NAME STRUCTURAL ATTACHMENT -----DETAILS SHEET NUMBER