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City Of Zephyrhilis PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BNC-001295-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 03/16/2021 Permit Type: Building New (Commercial) Property Number Street Address 24 26 210000 00100 0013 3752 Copeland Drive Owner Information Permit Information Contractor Information Name: COPELAND FAITH PARTNERS LLC Permit Type:Building New(Commercial) Contractor: GREATER BAY INC Class of Work:New Construction Address: 5025 Hartford St Building Valuation:$60,000.00 TAMPA,FL 33619 Electrical Valuation: Phone: (813)340-1787 Mechanical Valuation: Plumbing Valuation: Total Valuation:$60,000.00 Total Fees:$570.00 (f Amount Paid:$570.00 Date Paid:3/16/2021 11:10:29AM Project Description SLAB FOR LOADING DOCK/METAL ROOF Application Fees Building Plan Review Fee $190.00 Building Permit Fee $380.00 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 for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." 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. A/7 CO CTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION . CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER D Q City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BNC-001295-2020 :-- ` Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 03/16/2021 Permit Type: Building New (Commercial) Property Number Street Address 24 26 21 0000 00100 0013 3752 Copeland Drive Owner Information Permit Information Contractor Information Name: COPELAND FAITH PARTNERS LLC Permit Type:Building New(Commercial) Contractor: GREATER BAY INC Class of Work:New Construction Address: 5025 Hartford St Building Valuation:$60,000.00 TAMPA,FL 33619 Electrical Valuation: Phone: (813)340-1787 Mechanical Valuation: (/X Plumbing Valuation: Total Valuation:$60,000.00 Total Fees:$570.00 Amount Paid:$570.00 Date Paid:3/16/2021 11:10:29AM Project Description SLAB FOR LOADING DOCK/ Application Fees Building Plan Review Fee $190.00 Building Permit Fee $380.00 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 for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." 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 PE VIT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2021052548 OR BK 10301 PG 2793 Page 1 of 1 03/16/2021 12:02 PM Rcpt:2273753 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller NOTICE OF CONIIV MEMENT Permit No. f 9 5� _ Property Identification N e 7 di+ a+G� ooj o Q 0013 THE UNDERSIGNED hereby give informs you that the improvement will be made to ctrtain real property,and in accordance with Section 713.13 oftbe Florida Statutes,the following information is proyvided in PiO/TICE OF COMME77-j 1.Desccriptionofproperty ftal rr:J c%�bv' / "/ �!`/Sn• p��p S- �7Q a)Shea Address: 4�- ✓ . 2.General description of improvements: 117 Owner ah mformso 7 p a nvo � /c Nmn nd b)Name and address of fee simple titleholder(if other than owner) 5 c)Interest in property 4.Contraeot Intornration I n)Neese and address: � /!1 nTVr / N G b)Telephone No.: _'!1 3/ f Fax No.(OPL) 5.Suety information a)Name and address: b)Amount ofBond: c)Telephone No.: Fax No.(Opt) 6.I.ender a)Name and address: Phone No. 7.Identity of person within the State of Florida designated by owner upon whom notices or other dommerrts may be served: a)Name end address: b)Telephone No.: Fax No.(Opt) 8.Im addition to himself;owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: a)Name and address- -b)Telephone No.: Fax No.(Opt) 9.Exptmttoa date of Notice of Commencement(the expiration date Is one year frost the date of recording unless a dlffetent date is mod): WARNING TO OWNER: ANY'PAYMENTS MADE BY THE OWNER AFTER THE MIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,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 DrMD TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. gf ATE OF FWRMA MUM OF PASW crowm aes Otaar/D� .J . �f 'MAThe�}'�going instnun���__w__as�edms ",pg�thrs�day of 20 u by O J��I 1 —m t-.V� (type ofauthorit�e.g.officer,trustee,attorney in fact)for (name of party on behalf of whom Instrument was executed) Ily Known OR Produced Identification_ Notary Signature Type of Identification Produced Name(print) e— Verification ptnaoant to Section 92.525,Florida Statutes Under penalties of pcdwy,I declare that I have read the foregoing and that the facts stated in it are true to the best of my imowledge and beliet, . Slgoane dWamnt Pardo Slpft Above FowrS00C.neaW v .''• JACQUELINE BOGES a,• Commission#GG 276W Expires December 12,2022 8mided Ttsa Troy Fain Inwmrlce BW365.7019 State Of Florlda,County Of P09CO 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. Witness my hand apd,official seat this ng'-'Wa Pri A Nikki Alva rez-so4ies,Esq.,Clerk&Comptroller 14 Pasco County, rida V . BY- Deputy Clerk Ff 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for 2-3 q e fr Permitting. A . E 0 0 1$ 11 111 go's IIiIIII I Owner's Name a Cl rr a A/r/wers Owner Phone Number V-2 Owner's AddressF_,;;7s-;z raoe-lmj-o o, Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS', LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION, BLOCK [0 FRAME STEEL E2r DESCRIPTION OF WORK &OAk l,-VC? A Aje-V 10401!yg )12ck BUILDING SIZE SQ FOOTAGE HEIGHT ... . . . . . . . . . . . . . . I VIBUILDING 11 , 0 0 Q i VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. ='PLUMBING $ /Aff P ja r, e "Af=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Zgz I =GAS Q ROOFING SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I LA BUILDER COMPANY SIGNATURE 4 1 REGISTERED 1(-91 N _J FEE CUR h _J Address 4,16 1 V;5 License# Fc*'7 c Ts- ELECTRICIAN COMPANY ,SIGNATURE REGISTERED Y/ N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N I FEE CURREN LYLN_j Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Ly LN J Address F_ 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 clumpster,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 b-a-ck"of*cl"'ppji66U6h,-6otadied If over$2500,a Notice of.Commencement' 1s,requIr� '"d.:-(A1C upgrades over$7500) Agent(for the contractor)or'P6Wbiof Attorney prl would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING of,contract'requirid) Reroofs if shingles SeWbm­�--?ServIW:U0grdd6e AIC' "Feinces(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 NOTICE 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/UTILITIES 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 99-67 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 I,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 will 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 intende&work,,and thadt 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, Wetland 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 W"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 ampermitted 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-b�e�•used in any:area, I certify that use of such fill will not adversely affect adjacent properties:.;if use'oi4ill is,fqu'nd4o 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 permltting 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.Xpermit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMP R VEMENTS TO YOUR PROPERTY. IF YOU INT TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ORE RECORDING YOU ...... CEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affi ed bef re me this Subscribed and sworn to affirmed before me this by by Who Is/are personally known to me or has/have produced Who Is/are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped — - _°-- --- STATE OF FLORIDA COUNTY OF G �d The foregoing instrument was acknowledged before mo by means of fidphysical presence or❑online notarization,this if.day ofEca: Who Is 0 personally known to YPG° RYAN BOZA me or who has produced_r V L 0_10P Notary Public-State of Florida I� prod as identification. Commission#GG 927195 ffn,,. My Comm.Expires Oct 28,2023 (Notervstemp) (synawreofPenonrakin®edanevndagerr+aM) Bonded through National Notary Assn. h'�, or�larr�e9) REVISIONS [1] [2] THIS IS A LETTER OF CERTIFICATION FOR STEEL BUILDING SYSTEMS, INC.'S PROJECT NOTES TO ERECTOR/OWNER: [3] #21-01-028 FOR GREATER BAY, TO BE LOCATED IN ZEPHYRHILLS, FL. [4] THIS LETTER CERTIFIES THAT STEEL BUILDING SYSTEMS, INC.'S BUILDING(S) MEETS [1] "SBS" IS NOT RESPONSIBLE FOR THE ERECTION OF THE BUILDING, [5] THE INFORMATION IN THE DESIGN CRITERIA. THE SUPPLY OF ANY TOOLS OR EQUIPMENT, OR ANY OTHER FIELD WORK UNLESS "SBS" HAS BEEN CONTRACTED FOR THESE. "SBS" THIS LETTER OF CERTIFICATION IS WRITTEN SPECIFICALLY FOR THE BUILDING(S) PROVIDED BY STEEL BUILDING SYSTEMS, INC. THIS LETTER DOES NOT IMPLY NOR DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTION OF THE BUILDING, NOR DOES "SBS" PERFORM ANY INSPECTIONS CONSTITUTE AN AGREEMENT THAT THE MANUFACTURER OR THE MANUFACTURER'S ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR DURING OR AFTER ERECTION. J THE CONSTRUCTION PROJECT. " 0 M LL [2] USE ONLY THE ERECTION DRAWINGS PROVIDED BY SBS AND IN- CLUDED IN THE ERECTOR'S PACKAGE DELIVERED BY THE TRUCK m DRIVER WITH THE BUILDING. "SBS" IS NOT LIABLE FOR ANY CLAIM DESIGN CRITERIA RESULTING FROM THE USE OF OTHER DRAWINGS. m w WIDTH (ft) = 19.8333 RISK CATEGORY = II-NORMAL [3] CHECK SLAB AND ANCHOR BOLT PLACEMENTS BEFORE STANDING ANY w < w I LENGTH (ft) = 243.0 SEISMIC SITE CLASS = D FRAMING. IF THE SLAB IS NOT SIZED CORRECTLY OR IS OUT OF I- O LU w EAVE HEIGHT (ft) = 18.3333/19.9861 SEISMIC COEFFICIENT = 0.09 SQUARE, OR IF THE ANCHOR BOLTS ARE NOT CORRECTLY LOCATED, ROOF SLOPE Rise/12) = 1.0 MAPPED RESPONSE = 0.0577 CALL "SBS". "SBS" IS NOT LIABLE FOR LABOR CHARGES RESULTING w ❑ J N MAPPED RESPONSE �Ss 1 = 0.0319 FROM STANDING FRAMING ON AN INCORRECT SLAB. Q Z a z BUILDING CODE = FBC 17 DESIGN CATEGORY (SDC = A C7 J O IMPORTANCE - SEISMIC = 1.00 N Z F- DEAD LOAD (psf) = 2.0 SITE COEFFICIENT SFa = 1.6000 [4] BEGIN ERECTION WITH A BRACED BAY. INSTALL THE EAVE STRUTS N Q Q COLLATERAL LOAD (psf) = 0.5 SITE COEFFICIENT (FV3 = 2.4000 FIRST AND THEN THE PURLINS WHICH FALL AT THE CABLE 00 J C) ROOF LIVE LOAD (psf) = 20.0 DESIGN RESPONSE Sms = 0.0912 ATTACHMENT POINTS. NEXT, INSTALL ROOF AND WALL CABLES TO O (p J LIVE LOAD REDUCTION = YES DESIGN RESPONSE Sm1) = 0.0744 A SNUG CONDITION, SO THAT THE FRAMING IS BRACED. FINISH DESIGN RESPONSE IS's = 0.0608 INSTALLING PURLINS AND GIRTS IN THE BRACED BAY. USING THE GROUND SNOW LOAD ( sf) = 0.0 DESIGN RESPONSE Sd1 = 0.0496 THE CABLE BRACING, SQUARE AND PLUMB THE FRAMING. CONTINUE o ROOF SNOW LOAD (Tsf = 0.0 RES MOD FACTOR (Mom) R = 3.0 WITH REMAINING BAYS, INSTALLING BRACING AS ADDITIONAL BRACED THERMAL COEFFICIENT Ct) = 1.0 APP PERIOD (MOMENT) Ta = 0.2972 BAYS ARE ERECTED. IMPORTANCE - SNOW = 1.0 RES MOD FACTOR (Brc) R = 3.0 LJ E SNOW EXPOSURE (Ce) = 1.0 APP PERIOD (Braced) Ta = 0.1832 Z TRANVERSE SYSTEM = MOMENT FRAMES [5] THE CORRECTION OF MINOR MISFITS BY THE USE OF DRIFT PINS TO ULTIMATE WIND �ult) mph) = 138.0 LONGITUDINAL SYSTEM (ROOF) = BRACED FRAMES DRAW THE COMPONENTS INTO LINE, MODERATE AMOUNTS OF REAMING,NOMINAL WIND asd) mph) = 107.0 LONGITUDINAL SYSTEM (FSW) = BRACED FRAMES CHIPPING AND CUTTING, AND THE REPLACEMENT OF MINOR SHORT- RISK CATEGORY = ll-NORMAL AGES OF MATERIAL ARE A NORMAL PART OF ERECTION AND ARE NOT WIND EXPOSURE = B LONGITUDINAL SYSTEM (BSW) = CANT. COLUMNS SUBJECT TO CLAIM. CONTACT "SBS" BEFORE MAKING ANY FIELD MOD- W x CLOSED/OPEN/PARTIAL = P .� 11- O NOTE: THE SEISMIC ANALYSIS PROCEDURE IFICATION TO THE BUILDING. SBS" DOES NOT PAY CLAIMS FOR ER- INTERNAL GCpi = +0.55/-0.55 W m o USED ON THIS STRUCTURE IS THE ROR CORRECTION UNLESS APPROVED IN WRITING BY "SBS" BEFOREHAND. o EQUIVALENT LATERAL FORCE PRO- ] a CEDURE. fl "' N COMPONENTS AND CLADDING STATUS OF THESE DRAWINGS w N STRUCTURAL STEEL Z z o ASTM# (Plate) = A529; A572; A1011 Q COMP/CLAD PRES SUCT ROOF SUCT [] PLATE YIELD (Fy) = 50.0 ksiJ z w ASTM# (Bar) LOCATION (PSF) (PSF) (PSF) FOR OWNER'S USE - NOT FOR CONSTRUCTION. = A-529; A-570; A-572 ENGINEERED BUT NOT DETAILED FOR MANUFACTURE. ACCREDITED J > PLATE YIELD (Fy) = 50.0 ksi COLUMN 31.0 —33.2 w N MeialBuildin Systems H1:1 FOR APPROVAL — NOT FOR CONSTRUCTION. 9 Y W (J) LIGHT GUAGE STEEL GIRT/HEADER 31.0 -33.2 ENGINEERED BUT NOT DETAILED FOR MANUFACTURE. AC 472 J o ASTM# (Cold—Form) = A1008; A1011 JAMB 31.0 —33.2 FOR PERMITTING — FOR CONSTRUCTION. STRUCTURAL STAMP W COLD—FORM YIELD (Fy) = 55.0 ksi ENGINEERED BUT NOT DETAILED FOR MANUFACTURE. W WALL PANEL 36.1 —45.1 2 a ASTM# (Panel) = A792 FDRAWINGSINAL — FOR CONSTRUCTION. o PANEL YIELD (Fy) = 80.0 ksi PURLIN 18.7 —41.1 FIENGINEEREDANDDETAILED FOR MANUFACTURE. ROOF PANEL 21.2 —41.1 JOB No NOTE: ALL CONNECTION BOLTS ARE DESIGNATED ERECTION DRAWINGS - FOR CONSTRUCTION. 21-01-028 �, „ LONG. BRACING 1 1.6 -8.4 -19.9 ENGINEERED AND DETAILED FOR MANUFACTURE. DATE IN THESE DRAWINGS AS EITHER A M 3 1 21 FOR A307 BOLTS OR A "H" FOR A325 LONG. BRACING 17.6 -12.4 ❑ ANCHOR BOLT PLANS - FOR CONSTRUCTION. BY: 15. BOLTS. (EDGE ZONE) MS NONE : 3 ^ ! 6 _z ' COVER PAGE NUMBER: COVER Ade[,GA 31620 - I -�i4 g O DIA=3/4" 1 243'-0" OUT-TO-OUT OF CONCRETE 42" 2 3 4 5 06 7 9 26'-B" 27'-0" - - 28'-0" T 28'-4" 8 24'- 0" 5 26'-2 2 1/2" 26'-1" 26'-9" 26'-5" 27'-l" 27'-9" 28'-l" 27'-9" 24'-7" 26'-0 LOW EAVE G B o 00 00 0 000 0000 00 00 00 00 00 Ti 00 00 0 000 000 0 00 00 00 00 A00 F M D D DO G D E E E E 0 00:: oolz i I I I Fp m O I U N CJ 2 1%20 O ]i C C J J J J J B n Oo 000 000 00 000 000 0000 000 0000 H HIGH EAVE I�I CO 26'- - 6'-5" 27'-l" - �$f 28-1" 7 27'-9" - 6'-0 ANCHOR BOLT DIMENSIONS 6'-8" 27'-O" 26'-8" - 28'-0" _28'-4" - J 28'-0" 4'- 0" 26'-2" FRAME LIN rCl DIMENSIONS 1 ANCHOR BOLT PLAN 1 NOTE: ALL BASE PLATES ® 100-0" (UNLESS NOTED) I EXISTING BUILDING 7 a. 14 Ill vi ,Adel, GA 3152© I P.E.#54419 STRUCTURAL STAMP STEEL SUILDINS S'-JSTEMS INc. CUSTOMER: REVISIONS GREATER BAY [1] JOB NO: - DATE: 21-01-028 I 3/10/21 [2] LOCATION: ZEPHYRHILLS, FL [3] DRAWING NME I SCALE: ANCHOR BOLT LAYOUT NONE ' [4] DRAWING NO: DRAWN BY: CHECKED BY: PAGE__1 MS DIA= 3/4" DIA= 3/4" DIA= 3/4" DIA= 3/4" ppT --I-- 9rF 4 1/8" 8" --,-- II O O --,-- fl O I I O 0 1 0 in I I — -- 3" io O 1 O 3" 11 O O i I 3" ro I °° 1]3'O O o l o I I O O 2 1/2" 21/2" • L_JL_ J �. --I-- 3" Sw --I- - SW, -—I— - 3» L �� - EW 1 1 t2�— I 1/2" [ j s 1/8" 4" > 2» ,F I Sw SEE PLAN k *FRAME LINE MARKER.J SEE PLAN DETAIL A DETAIL D DETAIL G DETAIL I DIA= 3/4" DIA= 3/4" DIA= 3/4" DIA= 3/4" 8" O O o1 0 O II O a O 1 O 3" 3" 3» ii HJ 0O OOO I3" 3--I-- sw --I-- \j' " L 2" IiI 1 12" 11/2" 2" ^I { SW SW Q" I SEE PLAN JJ 6" SEE PLAN DETAIL B �� DETAIL E DETAIL H DETAIL J DIA= 3/4" DIA= 3/4" 6" 6" 7 O1O j O1O 3" I 3" L � I � 9a�d, E - —_ --I-- Sw 2149 Nell . :mss Road N N 2" N N Mel,GA 31620 Sw \\ P.E.#54419 SEE PLAN 4" STRUCTURAL STAMP DETAIL C BASE EL. 104'-0" DETAIL F 4549 STEEL BUILDING S'-JSTEIX\S INC. CUSTOMER: REVISIONS GREATER BAY [1] JOB ND: DAIS: 21-01-028 1 3/10/21 [2] LOCAl1ON: ZEPHYRHILLS, FL [3] DRAWING NAME I SCALE: ANCHOR BOLT DETAILS I NONE '•I�r -2 I [4] DRAWING NO: DRAWN BY: I CHECKED BY: PAGE 1.1 1 MS FRAME LINES: 1 2 3 4 5 6 7 8 9 ENDWALL COLUMN: MAXIMUM REACTIONs, ANCHOR BOLTS, & BASE PLATES ANCHOR BOLT SUMMARY B A —COLUMN LINE Column_Reactions(k ) DIA PROJ. _P FRM COL LOAD HMAX V LOAD HMIN V Bolt(IN) BASELATE(IN) ELEV. QTY LOCATE (in) TYPE (in) LINE LINE Id H VMAX Id H VMIN QTY DIA WIDTH LENGTH THICK (in) 0 8 ENDWALL 3/4" F1554 1.50 10 A 12 1.9 —2.4 13 —1.7 —2.3 4 0.750 8.000 8.000 0.250 0.0 0 72 FRAME 3/4" F1554 2.50 1 0.0 3.1 12 1.9 —2.4 08 WINDCOL 3/4" F1554 2.50 10 B 14 1.7 —2.6 13 —1.6 —2.6 4 0.750 8.000 8.000 0.250 0.0 1 0.0 3.0 14 1.7 -2.6 BUILDING BRACING REACTIONS t Reactions k Panel( Shear —WNOTES FOR REACTIONS LOCH LINE LINE HORZ LL— COL I VERT HORZ VERT WIN0 Seis Note 1.ALL LOADING CONDITIONS ARE EXAMINED AND ONLY MAXIMUM/MINIMUM H OR V AND THE ( ) CORRESPONDING H or V ARE REPORTED. L_EW 1 h F_SW A 4,5 2.2 1.5 0.3 0.2 2.POSITIVE REACTIONS ARE AS SHOWN IN THE SKETCH. FOUNDATION LOADS ARE IN R_EW 10 i) OPPOSITE DIRECTIONS. B_SW B 5 9 H H 3.BRACING REACTIONS ARE in THE PLANE OF THE BRACE WITH THE H POINTING AWAY 4 g #V Iv FROM THE BRACED BAY. THE VERTICAL REACTION IS DOWNWARD. 4. BUILDING REACTIONS ARE BASED ON THE FOLLOWING BUILDING DATA: �?rffigid in column at column line frame at endwall WIDTH (ft = 19.8 1) acing in roof TO rigid frame RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES LENGTH ft))Q = 243.0 EAVEHEI ft = 18.3/.3/ 20.0 Column_Reactions(k ) ROOF SLOPE RISE/12) = 1.0 FRM COL LOAD HMAX V LOAD HMIN V Bolt(IN) BASE—PLATE(IN)_ ELEV. DEAD LOAD psf = 2.0 LINE UNE Id H VMAX Id H VMIN QTY DIA WIDTH LENGTH THICK (in) COLLATERAL(LOA psf 0.5 _ ROOF LIVE LOAD ,psf 20.0 FRAME LIVE LOAD 1 B 3 4.3 0.1 9 —4.7 —2.6 4 0.750 6.000 8.250 0.375 0.0 Min( sf ) = 13.3 6 1.1 7.9 7 —1.3 —7.6 Max psf ) = 18.7 1 A 10 5.6 —1.9 2 —4.2 —2.2 4 0.750 6.000 8.313 0.375 0.0 WIND PEED (mph) = 138.0 5 —1.1 6.3 8 2.2 —7.0 WIND CODE = FBC 20 (IBC 18) RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & 13ASE PLATES EXPOSURE PARTIAL = P IMPORTANCE WIND = 1.00 Column_Reactions(k ) IMPORTANCE SEISMIC = 1.00 FRM COL LOAD HMAX V LOAD HMIN V Bolt(IN) BASE—PLATE(IN) ELEV. SEISMIC Zone = A UNE UNE Id H VMAX Id H VMIN QTY DIA WIDTH LENGTH THICK (in) SEISMIC COEFF (Fa*Ss) = 0.09 2* B 3 4.4 —0.4 9 —4.9 —2.4 4 0.750 6.000 8.250 0.375 0.0 5.LOADING CONDITIONS ARE: 6 0.7 6.2 7 —1.0 —6.9 1 Dead+Collateral+Uve 2* A 10 4.3 —1.0 2 —3.0 —3.2 4 0.750 6.000 8.250 0.375 48.0 2 Dead+0.6Wind_Leftl 5 —1.3 4.8 8 2.4 —6.7 3 Dead+0.6Wind_Rightl 4 Dead+0.6Wind_Long2R 2* FRAME UNES:2 3 5 Dead+Collateral+0.75Uve+0.45Wind_Left2 6 Dead+Collateral+0.75Uve+0.45Wind_Right2 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES 7 0.6Dead+O.6Wind_Leftl 8 D.6Dead+O.6Wind_Ri ht1 Column_Reactions(k ) 9 O.6Dead+O.6Wind_Left2 FRM COL LOAD HMAX V LOAD HMIN V Bolt(IN) BASE—PLATE(IN)_ ELEV. 10 0.6Dead+O.6Wind_Right2 LINE UNE Id H VMAX Id H VMIN QTY DIA WIDTH LENGTH THICK (in) 11 0.6Dead+O.6Wind_Long1L _ _ — 12 0.6Dead+O.6Wind_Rightl+0.6Wind_Suction 4* B 3 4.8 0.1 9 —5.3 —2.7 4 0.750 6.000 8.250 0.625 0.0 13 0.6Dead+0.6Wind_Pressure+0.6Wind_Longg1L 14 0.6Dead+0.6ind_Suction+0.6Wind_Long1L 6 1.3 7.3 7 —1.6 —8.1 _ 4* A 10 5.6 —2.1 2 —4.3 —2.3 4 0.750 6.000 8.250 0.375 0.0 5 —0.8 5.5 8 2.0 —7.4 4* FRAME UNES:4 5 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column_Reactions k FRM COL LOAD HMAX V LOAD 'HM IN V Bolt(IN) BASE_PLATE(IN) ELEV. LINE LINE Id H VMAX Id H VMIN QTY DIA WIDTH LENGTH TTHHICK (in) 6* B 3 4.8 0.1 9 —5.3 —2.7 4 0.750 6.000 8.313 0.375 0.0 6 1.3 7.3 7 —1.6 —8.1 6* A 10 5.6 —2.1 2 —4.3 —2.3 4 0.750 6.000 8.250 0.375 0.0 5 —0.8 5.5 B 2.0 —7.4 6* FRAME LINES:6 7 8 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Gregoiy Column_Reactions(k ) 2149 NGH FRM COL LOAD HMAX V LOAD HMIN V Bolt(IN) BASE—PLATE(IN)_ ELEV. Adel, GA 31620 UNE UNE Id H VMAX Id H VMIN QTY DIA WIDTH LENGTHTHICK (in) - 9 B 3 5.1 1.8 9 —5.6 —4.2 4 0.750 6.000 8.313 0.500 0.0 6 1.7 8.1 7 —2.2 —9.1 9 A 10 6.4 —3.6 2 —5.0 —0.3 4 0.750 6.000 8.313 0.375 0.0 5 —1.6 6.6 8 3.0 —8.5 STRUCTURAL STAMP WIND COLUMN REACTIONS �as t REACTIONS -WALL- COLLOC UNE UNE R/L LOAD_ID (k0)Z (k)VEf (f-kE)� QTY ANCBOLT WIDTH BASLENGTH PLATE(IN)THICK STEEL BU NG ILDI S'-JSTE/'X S INC. SEISMIC 0.4 10.1 6.7 REVISIONS M B_SW B 5 R WIND 1.1 28.3 18.8 4 0.750 6.000 8.000 0.500 CUSTOMER: GREATER BAY o B_SW B 4 L WIND 1.1 28.3 18.8 4 0.750 6.000 8.000 0.500 - SEISMIC 0.4 10.1 6.7 [1] JOB NO: DAME: _ 21-01-028 3/10/21 V f H }V [2] LOCAMON: ZEPHYRHILLS, FL [3] DRAWING NAME: ANCHOR BOLT REACTIONS NONE /i? -Z( [4] DRAWING NO: DRAWN BY: CHECKED BY: PAGE 1.2 I MS ROOF FRAMING PLAN 1 10 243'-0" OUT-TO-OUT OF STEEL 26'-8" 27'-0" 26'-8" 27'-4" 28'-0" 28'-4" 28'-0" 24'-10" 26'-2" PURLIN 2'-ll 3 " 2'-11 3 2'-11 3 ' 2'-ll 3 2'-11 3 " 2'-11 3 2'-11 3/ "__ 2-11 3 " LAP 2'-11 3/4" 2'-11 3/4' 2'-11 3/4" 2'-11 3/4" 2'-11 3/4" 2'-11 3/4" i2'-11 3/4" 2'-11 3/4" z C° E-17 E-16 E-15 E-14 E-12 E-13 E-12 E-11 E-10 LOW EAVE x I P-1 TYP P-2 TYP P-3 TYP P-4 TYP P-5 TYP P-7 TYP P-5 TYP P-8 TYP P-9 TYP N x O O J G2 H IW ' "> "Q R0-3 _iF:_P-6 �_ HIGH EAVE 00 E-1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 E-9 - -- - -- - A ---- ------- ------ --- ------ ----- -------- - --- ------- -------- - ------- ------I N i I w MEMBER TABLE �c �k NOTE: FIELD LOCATE 4'x4' ROOF OPENING ROOF PLAN TO FIT AT EXISTING TOWER. MARK PART LENGTH I R0-1 8X35C16 5-0" R0-2 8X35C16 5'-0" R0-3 8X35C16 4'-0" EXISTING BUILDING P-1 8x25Z12 29'-7 1/2" P-2 8x25Z12 32'-11 1 /2" 7 P-3 8x25Z14 32'-7 1/2" P-4 8x25Z14 33'-3 1/2" P-5 8x25Z14 33 -11 1/2" P-6 8x25Z14 33'-11 1 2' P-7 8x25Z14 34'-3 1/2" I P-8 8x25Z12 30'-9 1/2" P-9 8x25Z 12 29'-1 1/2" E-1 8ES 14O1 26'-7 1/2" =I:� I E-2 8ES14O1 26'-11 1/2" �' �- E-3 8ES14O1 26'-7 1/2" 2149 Nell Purvis R I E-4 8ES14O1 27'-3 1/2" , Adel, GA 31620 I E-5 8ES14O1 27'-11 1/2' 54419 I E-6 8ES14O1 28'-3 1 2" E-7 8ES14O1 27'-11 1/2" E-8 8ES14O1 24'-9 1 2" STRUCTURAL STAMP E-9 8ES14O1 26'-1 1/2 E-10 8ES14@1 26'-1 1/2" E-11 8ES 14O1 24'-9 1/2" E-12 8ES 14O1 27'-11 1 2" E-13 8ES14O1 28'-3 12" STEEL BUILDING SySTE/T S iNc=. E-14 8ES14O1 27'-3 1/2" E-15 8ES14@)1 26'-7 1/2" REVISIONS CUSTOMER: E-16 8ES14@1 26'-11 1/2" GREATER BAY E-17 8ES14@1 26'-7 1 2" [T] JOB NO: DATE: CB-2 1/4 CBL 31'-10 11 /16" 21-01-028 _3/10/21 CB-3 1/4 CBL 31'-2 11 16" [2] LOCATION: CB-4J/4 CBL 31'-4 9 16" ZEPHYRHILLS, FL [3] DRAWING NAME: SCALE. _ ROOF FRAMING LAYOUT NONE J [4) DRAWING NO: DRAWN BY: CHECKED BY: PAGE 2I MS SPLICE BOLT TABLE I FLANGE BRACE TABLE OTY FRAME LINE 1 MARK TOP BOT INT TYPE DIA LENGTH SP-1 44 0 A325 5 B" 2 1/2" V ID SIES MARK LENGTH 1 1 FB4 2'-5 1/16" BASE PLATE TABLE I 2 1 FB9 2'-6 1/4" COL PLATE SIZE MARK WIDTH THICK LENGTH BP-1 6" 3/B" B 1/4" BP-2 6" 3/8" 8 5/16" 3" INTO EXISTING 20'-7" t" x .21/2• 26 GA. R, GpL�ALUME 1 1116" 12 RF1-2 a rn I a I 1 I � I I 0 I / r m I 0 I I H / V) I / I I � I � I ` I \ \ I \ P-1 BP- '-0 1/2" 17-4 7J8" 1'-4 5f8" CLEARANCE 19-10" OUT-TO-OUT OFSTEEL G . a. e A 21+''- I ±! ROW RIGID FRAME ELEVATION: FRAME LINE 1 Adel,GA 31620 -P.E.#54419 STRUCTURAL STAMP S STEEL BUILDING S'-JSTEMS INC. CUSTOMER: REVISIONS GREATER BAY MEMBER TABLE __ [1] JOB NO: DATE: MARK WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE 21-01-028 3/10/21 END WIiR GTH W x THK x LENGTH W x INK LENGTH [2] LOCATION: RF1-1 7.7 8.1 0.135 1 -6 1 4 6 x 1 4 x 17-7 3/B" 6 x 1/4 x 16-4 1/4" ZEPHYRHILLS, FL 8.1/12.0 0.135 14'-10 5 x 1/4" x 1'-0 1 4" 12.0/12.0 0.188 1'-4 118"[3]DRAWING NAME SCALE: RF1-2 12.0/15.4 0.135 14-10 5 x 1/4" x 17'-4 9/16" 5 x 1/4" x 17'-4 5/16" RIGID FRAME CROSS SECTION NONE ✓✓ 15.4/16.0 0.135 2'-7 5/8" RF1-3 16.0/16.0 0.188 1'-9 9(16" 5 x 1/4" x 1'-4 7/16" 6 x 1/4" x 17'-5 3/4" [4] DRA RA WING NO: DRAWN BY: CHECKED BY: 16.0/ 8.9 0.135 14'-10 6 x 3/8" x 19'-3 1/8" PAGE 2.1 I MS 8.9/ 7.7 0.135 2'-7 5/8" SPLICE BOLT TABLE FLANGE BRACE TABLE QTY FRAME LINE 2 3 MARK TOP ROT INT TYPE DIA LENGTH OID SI ES MARK LENGTH SP-1 4 4 0 A325 5 8" 2 1 2" 1 2 F81 2'-4 11/16" BASE PLATE TABLE COL I PLATE SIZE MARK WIDTH THICK LENGTH BP-1 6" 3/8" B 1/4" -'� INTO EXISTING t' 26 GA R, GALVN UME ® 4'-11 11 16" 12 RF2-2 y I 1 a I h ) ` z f n J LL I '- ID '-U I o� CD / ro I z in 1— / I I I W I I I I � I BP-, I II o \ II \ F S L- -------� P-1 -0 9/16" 17'-8 15/16" 1'-0 1 CLEARANCE 19-10" OUT-TO-OUT OF STEEL 2" 2149 Nel ;. RIGID FRAME ELEVATION: FRAME LINE 2 3 Adel, GA 31620 P.E.#54419 STRUCTURAL STAMP STEEL BUILDING S'-JSTEMS INC. CUSTOMER: REVISIONS GREATER BAY [1] JOB NO: DATE: MEMBER TABLE 21-01-028 3/10/21 W12.00.1135 DEPTH I WEB PLATE OUTSIDE FLANGE INSIDE FLANGE [2] LOCATION: MARK fTAR1/ENDI IHICKi LENGTH W x ThK x LENGTH W x LE ZEPHYRHILLS, FL RF2-1 0.135 2-10 3/86 x 5 16 x 17-7 378" 6 x 1/4 x 16-4 174" [3] DRAWING NAME SCALE 3 / 0.135 14'-105 x 1/4" x 1'-0 5 16" RIGID FRAME CROSS SECTION NONE �¢ RF2-2 0.135 14'-105 x 1/4" x 17-8 /8" 5 x 1/4" x 17'-8 3/8" 0.135 2-11 DRAWING NO: DRAWN BY: CHECKED BY: RF2-3 0.188 1'-5 35 x 1/4" x 1'-0 1/4" 6 x 1/4" x 13'-10 PAGE 2.2 MS 0. 35 3'-9 6-. _'•_!? x 15'-3 i/16" _ - - SPLICE BOLT TABLE FLANGE BRACE TABLE QTY FRAME LINE 4 5 MARK TOP BOT INT TYPE DIA LENGTH VID SI ES MARK LENGTH SP-1 4 4 0 A325 5/8" 2 1 2" 1 2 FB5 2'-5 5/16" BASE PLATE TABLE 2 2 EBB 2'-5 7/8' COL I PLATE SIZE MARK I WIDTH THICK LENGTH BP-1 I 6" 5/8" 8 1/4" BP-2 I 6" 3/8" 8 1/4" 1 INTO EXISTING 26 GA• R. GALVALUME 4 ® 4'-11 1116" Q1" 12 RF3-2 IL I I � I 0 I z 1 m / z / T IP / w I I I I � I I � I � I I P-1 BP- -1 1/2" 17'-4 7/8" 1'-3 5/8 CLEARANCE " OUT-TO-OUT OF STEEL @9 A 2149 yeti RIGID FRAME ELEVATION: FRAME LINE 4 5 Adel,GA 31620 P.E.#54419 STRUCTURAL STAMP STEEL BUILDING S'-JSTElX\S INC. - CUSTOME REVISIONS R: GREATER BAY MEMBER TABLE [1] JOB NO: DATE MARK WEB DEPTH WEB PLATE LA OUTSIDE FLANGE INSIDE FLANGE 21-01-028 3/10/21 STAR ND 1H! W x LENGTH W x x LENGTH [2] LOCATION: RF3-1 7.7 B.2 0.135 1 -5 I71 x 1 4 x 17'-7 1 8 6 x 1 4 x 16'-3 1/8" 8.2/13.0 0.135 14'-10 I 5 x 1/4" x 1'-1 1/4" ZEPHYRHILLS, FL 13.0/13.0 0.188 1'-5 118" [3] DRAWING NAME SCALE: RF3-2 13.0/14.7 0.135 14'-10 5 x 1/4" x 17'-4 1/16" 5 x 1/4" x 17'-3 15/16" RIGID FRAME CROSS SECTION I NONE -'?, 14.7/15.0 0.135 2'-7 3/16" RF3-3 15.0/15.0 0.188 1'-B 1(2 5 x 1/4" x 1'-3 7/16" 6 x 1/4" x 17-6 13/16" [4] DRAWING NO: J DRAWN BY: CHECKED BY: 15.0/ 8.8 0.135 14'-10 I 6 x 3/B" x 19-3 1/8" PAGE 2.3 MS 8.8 7.6 0.135 2'-B 11 I SPLICE BOLT TABLE FLANGE BRACE TABLE Cl? FRAME LINE 6 7 8 MARK TOP BOT INT TYPE DIA LENGTH SP-1 4 4 0 A325 5/8" 2 1 2" DID SI ES MARK LENGTH 1 2 F82 2'-4 7/8" BASE PLATE TABLE I 2 2 FB6 2'-5 3/8" COL PLATE SIZE MARK WIDTH THICK LENGTH BP-1 6" 3/8" 8 5/16` BP-2 6" 3/8" 8 1/4" INTO EXISTING 26 Gpw R GALVALUME 4 ® 4'-11 11 16" 12 Q1" RF4-2 I 1 0 I I � � I z ' I M m / / in o I I O1 Z / m I w I j I � I � \ I \ I \ P-1 BP-•Jj-0 5/B" 17'-6 3/4" 1'-2 5 B" CLEARANCE 19'-10" OUT-TO--OJT OF STEEL 2" ` S.Be'rfield, [] A 2149 Nell RIGID FRAME ELEVATION: FRAME LINE 6 7 8 Adel,GA 31620 STRUCTURAL STAMP STEEL BUILDING S'-�STEIT S INC. CUSTOMER: REVISIONS GREATER BAY [1] JOB NO: DATE: MEMBER TABLE MARK WEB DEPTH WEB PLATE O IDE FLANGE INSIDE FLANGE 21-01-028 3/10/21 END iRIR LENGTH 1w x THK x LEN(1 lWJ THK x LENGT [2] LOCATION: RF4-1 7.7/8.1 0.135 1 -6 1 4 6 x 5%16 x 17-7 3/8" 6 x 5/16" x 16-4 1/4" 8.1/12.0 0.135 14'-10 I 5 x 1/4" x 1'-0 5/16" ZEPHYRHILLS, FL 12.0/12.0 0.188 1' RAWING NAME: SCALE: ' RF4-2 12.0/13.7 0.135 14-10 I 5 x 1/4" x 17'-6" 5 x 1/4" x 17-5 7/8" RIGID FRAME CROSS SECTION NONE 13.7/14.0 0.135 2'-9 1/16" RF4-3 14.0/14.0 0.188 1 -7 318 5 x 1/4" x 1'-2 3/8" 6 x 1/4" x 17'-7 7/8" [4] DRAWING NO: i0RAWN Br: CHECKED BY: 14.0/ B.6 0.135 14-10 16 x 3/8 x 19-3 1/8" PAGE 2.4 MS 8.6/ 7.6 0.135 2'-9 3 4" SPLICE BOLT TABLE I FLANGE BRACE TABLE FRAME LINE 9 QTY MARK TOP BOT INT TYPE DIA LENGTH V ID SIRES MARK LENGTH SP-1 4 4 0 A325 5/8" 2 1/2" 1 2 F63 2'-4 15/16" BASE PLATE TABLE 2 2 FB7 2'-5 13 16" COL PLATE SIZE MARK WIDTH THICK LENGTH BP-1 6" 1/2" 8 5/16" _________________ _j BP-2 6" 3/8" 8 5/16" 3• INTO EXISTING ' I 26 GA. R, GALVALUME 4 4'-11 11 16" Q1" 12 RF5-2 a 1 to 0 I 1 U) i � I I z / to / M / ` I / m o I / T ° ' T I V / Is n w ' I I I I � I � I � I 1 I � I I P-1 BP- -0 5/8" 17'-5 9/16" 1'-3 13 16 CLEARANCE 19-10" OUT-TO-OUT OF STEEL 2" GrGgoTY8. A 2149 Nell Purvis RO RIGID FRAME ELEVATION: FRAME LINE 9 Adel, GA 31620 P.E.#54419 STRUCTURAL STAMP STEEL BUILDING S'-JSTE/'X\S INC. CUSTOMER: REVISIONS GREATER BAY ,/ MEMBER TABLE [1] JOB NO: DATE ,' MARK WEB DEPTH EB LA E OUTSIDE FLANGE INSIDE FLANGE 21-01-028I_3/10/21 START ENTHICK LENG H \ xTHKxLENG4H W x T K x LENGTH (2] LOCATION: RF5-1 7.7/ 8.1 0.135 1 -6 1(8" 6 x 5716" x 17-7 174" 6 x 5716" x 16"-4 178" 8.1/12.0 0.135 I 14'-10 5 x 1/4" x 1'-D 5/16" ZEPHYRHILLS, FL 12.0/12.0 0.250 1'-4 118" [3] DRAWING NAME SCALE: RF5-2 12.0/14.6 0.135 14-10 5 x 1/4" x 17-4 7/8" 5 x 1/4" x 17'-4 11/16" RIGID FRAME CROSS SECTION NONE 14.6/15.0 0.135 2'-7 15/16" RF5-3 15.0/15.0 0.188 1'-8 1 2" 5 x 1/4" x 1'-3 9/16" 6 x 5/16" x 17'-6 13/16" [4] DRAWING NO: DRAWN BY: CHECKED BY: 15.0/ 8.7 0.135 I 14'-10 6 x 1/2" x 19'-3 1/8" PAGE 2.5 MS 8.7 7.5 35 2'-8 1 16" SBS SUPPLIES CABLES CUT TO THE NEAREST FOOT LONGER THAN THE REQUIRED LENGTH. FOLLOW THESE INSTRUCTIONS FOR CABLE INSTALLATION. [1] INSTALL ONE END OF THE CABLE FOLLOWING THE [6] INSTALL CUT END OF THE CABLE FOLLOWING THE INSTRUCTIONS OF THE GRIP MANUFACTURER. INSTRUCTIONS OF THE GRIP MANUFACTURER. [2] INSTALL THE EYEBOLT AND HILLSIDE AT THE OPPOSITE [7] TENSION CABLE AS REQUIRED. CABLE END. [3] HOOK GRIP THROUGH EYEBOLT. [4] PULL CABLE TIGHT AND MARK LENGTH TO MATCH THE HILLSIDE HILLSIDE INSTALLATION MARK ON THE GRIP. EYE-BOLT EYE-BOLT [5] CUT CABLE TO LENGTH. GRIP COLUMN OR GRIP COLUMN OR RAFTER RAFTER CABLE CABLE CABLE CABLE COLUMN OR GRIP RAFTER COLUMN OR GRIP RAFTER EYE-BOLT HILLSIDE EYE-BOLT HILLSIDE Gregory S.Basfe P.k. 2149 Nell P�ar+4 Road Adel, GA 31 620 P.E. #54419 STRUCTURAL STAMP ui STEEL BUILDING S'-JSTEnRS INC. CUSTOMER: REVISIONS GREATER BAY [1] JOB NO DATE 21-01-028 3/10/21 [2] LOCATION: - ZEPHYRHILLS, FL [3] DRAWING NAME SCALE: CABLE BRACING DETAILS NONE ((o -Z r [4] DRAWING N0: DRAWN BY: CHECKED BY: PAGE 2.6 MS 243'-0" OUT-TO-OUT OF STEEL 10 2 3 4 5 6 7 8 9 26'-8" 27'-0" 26'-8" 27'-4" 28'-0" 28'-4" 28'-0" 24'-10" 26'-2" E-1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 E-9 nB N) rn - -- --- — ————— —————— —— ———— — ————— —--— ———————— — —— ————— • ———————— — — —— ———— ——— —— —— I I I I I I I II RF1-3 RF2-3 RF2-3 RF3-3 RF3-3 RF4-3 RF4-3 RF4-3 RF5-3 EC-1 SIDEWALL FRAMING: FRAME LINE A 10 243'-0" OUT-TO-OUT OF STEEL 1 26'-2" 24'-10" 8 28'-0" 7 28'-4" 6 28'-0" 27'-4" 26'-8" 27'-0" 2 26'-8" 17 J1 E-11 E-12 E-13 E-12 E-14 E-15 E-16 E-10 E-17 H9 jH1 I tL LL -- ---- - ----- - -- ------- _ -- - ----- ---------- - ------ ----- -- ----- - -- - ------- LI I I - I IH HI I I I EC-2 RF5-1 RF4-1 RF4-1 RF4-1 RF3-1 RF3-1 RF2-1 RF2-1 RF1-1 SIDEWALL FRAMING: FRAME LINE B BOLT TABLE FRAME LINE A & B LOCATION UAN TYPE DIA LENGTH WF-1 - RF3-1 8 A325 5 8 2 1 2 MEMBER TABLE FRAME LINE A & B MARK PART LENGTH WF-1 68X1 1.9 16'-4 2149 Nei! E-1 8ES14®1 26'-7 1/2" E-2 8ES14®1 26'-1 1 1/2" Adel, GA31620 E-3 8ES14®1 26'-7 1/2" E-4 8ES14@1 27'-3 1/2" E-5 8ES14@1 27'-11 1/2" STRUCTURAL STAMP E-6 8ES14®1 28'-3 1/2" E-7 8ES 14®1 27'-l l 12" E-8 8ES14®1 24'-9 1/2" E-9 8ES14®1 26'-1 1/2" E-10 8ES 14®1 26'-1 1/2" STEEL BUILDING SL-JSTE/'XNS INC. E-11 8ES14®1 24'-9 1/2" E-12 8ES14®1 27'-11 �2" REVISIONS CUSTOMER: E-13 8ES14@1 28'-3 1/2" GREATER BAY E-14 8ES14@1 27'-3 1/2" [1] JOB NO: IDAE: E-15 BES14®1 26'-7 1/2" 21-01-028 I 3/10/21 E-16 8E514©1 26'-1 1 1 [2] LOCATION: E-17 8ES14O1 26'-7 1 2" ZEPHYRHILLS, FL CB-1 1 '4 CBL 32'-10 1/2" [3] DRAWING NAME: I scAI.E: SIDEWALL FRAMING LAYOUT I NONE [4] DRAWING NO: DRAWN BY: CHECKED BY: PAGE 3 MS B 19'-10" OUT-TO-OUT OF STEEL A 2" 2" 19'-10" OUT-TO-OUT OF STEEL T _ _ ____ -4" 19'-2" 4" -1 �- - AA6 ER-1 Q1" 2x4x16AN / -- - _ 2x4x16AN I iC - I / II --- - -- ------------- I II I 1 / II 64 I 1 � II I I I I II I I II I o I I 0 II I z II I - II 11 - II I / 5 II / II I Z It z II I w w II I I I II I I I II I I I I II I 1 1 II I I 1 / II I 1 / II I 1 / II I 1 / II I I \ / 4 I ----- --- ----- --- - - - -- --- - - ----- �--- --- ------- --- ---- - - -- -- --- - - -- I IC EC-1 EC-2 ENDWALL FRAMING: FRAME LINE 1 ENDWALL FRAMING: FRAME LINE 10 G'egoy S.B r#i , P.E. .2149 Nell Purvis Road BOLT TABLE } Mel, GA 1620 FRAME LINE 1 & 10 LOCATION QUAN TYPE DIA LENGTH COLUMN RAFTER 2 A325 5/8' 2__j72" STRUCTURAL STAMP MEMBER TABLE FRAME LINE 1 & 10 MARK PART LENTH EC-1 8XBDC14 18 -G4 7 1 s STEEL BUILDING S�-JSTE1X\S INC. EC-2 8X7DC 16 16 -9 1/4' ER-1 8X7DC12 19'-11" REVISIONS CUSTOMER: GREATER BAY [1] JOB NO: DATE: 21-01-028 3/10/21 [2] LOCA1ON: ZEPHYRHILLS, FL [3] DRAWING NAME: SCALE: ENDWALL FRAMING LAYOUT NONE [4] DRAWING NO: DRAWN BY: CHECKED BY: PAGE 4 MS DETAIL A6 DETAIL A6 DETAIL B4 DETAIL E4 PURLIN - 4" GIRT DEPTH I PURLIN 4" GIRT DEPTH I RAFTER (IF BYPASS)i (IF BYPASS) - BASE PLATE 1 Fo (2) M.5x1.5 �1c Fo (2) M.5x1.5 * A I I — -- _— (4) 3/4" DIA.-- 1O O ®O + .RAKE -J COLUMN ANGLE RAKE ANGLE I__ [DOUBLE CEE] ®p ®p W/(2)#12x1 1/4" W/(2)#12x1 1/4" RAFTER SCREWS RAFTER SCREWS (2)H.63x2.5>k COLUMN I I (CEE OR DBL CEE) I GIRT DEPTH J EDGE OF SLAB (IF BYPASS)1 * UNLESS NOTED ON PAGE 2. * UNLESS NOTED ON PAGE 2. * UNLESS NOTED ON DRAWING 4. PURLIN TO ENDWALL RAFTER PURLIN TO ENDWALL RAFTER COLUMN / RAFTER CONNECTION ENDWALL COLUMN BASE DETAIL DETAIL G2 DETAIL H9 DETAIL I7 DETAIL I18 LAP ¢E PURLIN (6)M.5x1.5 (2)H.63x2.5 O] ® 1 1 (NP) EAVE STRUT (2) M.5x1.5 * 'k (2) M.5x1.5 ® EAVE STRUT I I I WIND COLUMN I I I I I ® 1O 01 01 I RAFTER - RAFTER UBLE CEE] RAFTER I l� COLUMN [DOUBLE CEE] L- ------ [MAINFRAME] (2)M.5x1.5 I I [MAINFRAME] -�____-____� - - A/BOLTS I ® FLANGE *UNLESS NOTED ON PAGE 2. *UNLESS NOTED ON PAGE 2. BRACE I (IF REQ'D) * UNLESS NOTED ON PAGE 2. PURLIN TO MAINFRAME RAFTER WIND COLUMN DETAIL EAVE STRUT CONNECTION AT ENDWALL EAVE STRUT CONNECTION AT ENDWALL STRUCTURAL STAMP STEEL BUILDING S'-JSTE/X1S INC. CUSTOMER: REVISIONS GREATER BAY [1] JOB NO: DATE: $7. 21-01-028 3/10/21 2149I 11 sRoed-' [2] LOCATION: ZEPHYRHILLS, FL Adel, GA 31620 [3] DRAWING NAME I SCALE FRAMING DETAILS I NONE 3 [4] DRAWING NO: I DRAWN BY: CHECKED BY: t PAGE 5 I MS DETAIL J 1 DETAIL J7 DETAIL Q2 (2) M.5x1.5 �k (2) M.5x1.5 EAVE STRUT EAVE STRUT CABLE- COLUMN OR RAFTER GRIP COLUMN [MAINFRAME] COLUMN III [MAINFRAME] HILLSIDE EYE-BOLT * UNLESS NOTED ON PAGE 2. * UNLESS NOTED ON PAGE 2. EAVE STRUT CONNECTION AT MAINFRAME EAVE STRUT CONNECTION AT MAINFRAME CABLE INSTALLATION DETAIL *STANDARD SPACING. MAY BE 3'-0" OR 4'-0" AS RAFTER OR COLUMN I NOTE: DEPTH INCREASES. THE PROPER TIGHTENING AND INSPECTION OF ALL FASTENERS IS THE PURLIN - 2 -0 * RESPONSIBILTY OF THE ERECTOR. ALL HEAVY STRUCTURAL (A325, A490) BOLTS AND NUTS MUST BE TIGHTENED TO A SNUG-TIGHTENED CONDITION AS SHOWN BELOW. A325 AND A490 BOLTS ARE DESIGNATED BY "SBS" WITH ® o I o A "H". (ex: H.63x2.0 OR H.75x2.75) I I I I ( SNUG-TIGHTENED CONDITION: 0 1 O 01 ® I ® ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG-TIGHTENED JOINTS, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004." PRETENSIONING METHODS, INCLUDING TURN-OF-NUT AND CALIBRATED WRENCH, ARE NOT REQUIRED UNLESS NOTED OTHERWISE. FLANGE SEE FRAME CROSS-SECTIONS THE SNUG-TIGHTENED CONDITION IS DEFINED AS "THE TIGHTNESS THAT IS ATTAINED BRACE FOR FLANGE BRACE LOCATIONS A o AND LENGTHS. WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRON- WORKER USING AN ORDINARY SPUD WRENCH TO BRING THE PLIES INTO FIRM CONTACT." FIRM CONTACT IS FURTHER DEFINED AS "THE CONDITION WHEN THE RAFTER/COLUMN PLANES OF CONTACT BETWEEN TWO PLIES ARE SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT." FLANGE BRACE INSTALLATION DETAILS STRUCTURAL STAMP STEEL BUILDING S'—JSTE1X\S Inc. CUSTOMER: REVISIONS GREATER BAY _ [1] JOB NO: DATE: �y� 21-01-028 3/10/21 y S. &ar ena. P.E. [2] LOCARON: 2149 Nell Pure Road-. ZEPHYRHILLS, FL [3] DRAWING NAME r SCALE Adei, GA1$ FRAMING DETAILS NONE -1( 2 ( P E_ #54419 [4] DRAWING NO: I DRAWN BY: CHECKED BY: PAGE 5.1 I MS CO 243'-0" OUT-TO-OUT OF STEEL 10 2 3 4 5 6 7 8 9 LOW EAVE otj)w r rnstii o L- N 00KLIT HIGH EAVE --- - A - - -- - - --- - - ROOF SHEETING PLAN PANELS: 26 GA. R - GALVALUME F�_L#_:i 1819.5 Adel, GA 31620 STRUCTURAL STAMP STEEL BUILDING S'-JSTE/X\S INC. CUSTOMER: - - REVISIONS GREATER BAY [1] JOB NO: DATE: 21-01-028 3/10/21 [2] LOCATION: ZEPHYRHILLS, FL [3] DRAWING NAME: SCALE: ROOF PANELS & TRIM NONE I( -1 [4] DRAWING N0: DRAWN BY: CHECKED BY: PAGE 6 MS DIE-FORMED RIDGE CAP END LAP WITH CONTINUOUS TAPE SEAL 4" 8" 4" 8" 4" 2" 2" 2" 2" 2„ 2" • LAP SCREW SIDE LAP WITH CONTINUOUS CONTINUOUS TAPE SEAL • TAPE SEAL END LAP WITH \- #12 SCREW SIDE LAP CONTINUOUS TAPE SEAL LAP SCREW < DETAIL AT PANEL END 12 SCREW (20" O.C.) (SEE DETAILS FOR LAYOUT) PANEL END WITH INSIDE. CLOSURES �QP 12„ 12" QJ LAP SCREW CONTINUOUS TAPE SEAL SCREW SIDE LAP �qcE' DETAIL AT INTERIOR OF PANEL Aq�F� Ty�c� IFS Doty . B€ d, F.E 2149 Net! Purvis Read GA 3160 NOTES: 'p,E. #54419 [1] ALL END LAPS MUST BE A MINIMUM OF 6". [2] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY STRUCTURAL STAMP DURING ERECTION TO PREVENT SURFACE RUSTING. [3] TAPE SEAL MUST BE APPLIED WITH NO GAPS OR BREAKS. STEEL BUILDING S'-JSTEfl\S INC. [4] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE CUSTOMER: PURLINS. #14 LAP SCREWS ARE USED AT THE PANEL-TO- REVISIONS GREATER BAY PANEL ATTACHMENTS. ALL FASTENERS ARE SELF-DRILLING. [t] JOB NO: DATE: 21-01-028 3/10/21 [2] LOCATION: ZEPHYRHILLS, FL [3] DRAWING NAME: SCALE: ROOF PANEL DETAILS NONE (4, - Z j [4] DRAWING NO: DRAWN BY: CHECKED BY: PAGE 6.1 MS 1 2 3 4 5 6 7 8 9 10 � I OPEN AND COMMON TO EXISTING BUILDING I I I I L----- ---- --- ---- - -- -- ---- - ----- - --- --- - - -- --- -- --------------- ----- - -- ---- - -- ----I SIDEWALL SHEETING & TRIM: FRAME LINE A 10 9 8 7 6 5 4 3 2 1 (GUTTER W/ 10 DOWNSPOUTS) 3 4 1 2 5 6 ❑ - - - ❑ ---- ----- ---- - ---- -- ----- - - -- -------- ----- - OPEN TO REMAIN I I [-- -- -- - ------- - ----- - - ---- - - ---- - - -------------- - - -- --------- --- - -- --- --------- ----� SIDEWALL SHEETING & TRIM: FRAME LINE B Gregoiy S. ie4d.P.E 2149 Nell -'=urvls R Adel, GA 31620 P.E, #54419 TRIM TABLE STRUCTURAL STAMP FRAME LINE A & B OID PART ILENGTH 1 GUTTER 20'-3" 3 GUTTER 3 GUTEND L 3'-0" STEEL BUILDING S'-JSTEn(\S INC. 4 CORB0X OX L CUSTOMER: 5 GUTEND R REVISIONS GREATER BAY 6 CORB0X R [,] JOB NO: DATE 21-01-028 3/10/21 [2] LOCATION: ZEPHYRHILLS, FL [3] DRAWING NAME: SCALE l SIDEWALL PANELS & TRIM NONE J [4] DRAWING NO: DRAWN BY: CHECKED BY: PAGE 7 MS TRIM TABLE FRAME LINE 1 & 10 OID PART LENGTH * 1 RAKE TRM 20'-l" * 2 RAKE BOX *F0R 8" PURLINS. I I _ Ii" I- _ - - II 1 I II II 1 I 1I I 1I I I it I I 11 I I II I 11 I I I � I I II I I II I I II � I 11 I I II � f I 1 I II o / 1 o II I I II J 1 1 J II I I 11 m 1 1 m II I OPEN TO REMAIN II / 1 II OPEN TO REMAIN I I II z / 1 z II II F- I 1 ~ II I II X II 1 I x II w I I w II I II I I II I II I I II I II I I II I I II I I II I I II I I 1I I II 1 I II I I II 1 I II I I II 1 I II I L- ------- - ------ - - --- - ---- -JL - ----- - L --- - - -JL----- - -- - --- -------- --- -- -J ENDWALL SHEETING & TRIM: FRAME LINE 1 ENDWALL SHEETING & TRIM: FRAME LINE 10 P. X2149 Nell Adel,GA 31620 STRUCTURAL STAMP STEEL BUILDING S�-JSTE1X\S INC. CUSTOMER: REVISIONS GREATER BAY [1] JOB NO: DATE: 21-01-028 3/10/21 / [2] LOCATION: ZEPHYRHILLS, FL [3) DRAWING NAME SCALE 2 j `� ENDWALL PANELS & TRIM NONE ✓ (� [4 DRAWING NO: DRAWN BY: CHECKED BY: PAGE 8 MS IJ TRIM NOTES: RAKE TRIM [2] SECURE GUTTER SPLICES AND END RD [1) SEAL TRIM SPLICES WITH TUBE CAULK. ROLL CAULK OF PANEL (12"SO Cam)' PLUGS WITH RIVETS. [3] SECURE ALL OTHER ROOF TRIM SPLICES WITH TRIM SCREWS UNLESS RAKE TRIM NOTED OTHERWISE. [4] TRIM SCREWS ARE LOCATED 12" ON CENTER UNLESS NOTED OTHERWISE. #12 SCREW (12" O.C.) RAKEBOX RAKE TRIM DETAIL RAKEBOX DETAIL ROOF PANEL- RAKE TRIM I/S CLOSURE GUTTER #14 SD SCREW (12" ON CENTER) GUTTER GUTTER CORNER END BOX NOTE: INSTALL GUTTER STRAPS 3'0" ON CENTER. GUTTER DETAIL GUTTER END DETAIL Rte, P.E 2149 Nell V Ro*O Adel,GA 31620 .PL#54419 STRUCTURAL STAMP STEEL BUILDING S'-JSTEIX\S INC. CUSTOMER: REVISIONS GREATER BAY [1] JOB NO: DATE: 21-01-028 3/10/21 [2] LOCATION: ZEPHYRHILLS, FL [3] DRAWING NAME: SCALE: _ TRIM DETAILS NONE l �i� [4] _DRAWING NO: DRAWN BY: CHECKED BY: PAGE 9 MS Q�P�E LNG S I 1 I � I � I � I , DO NOT INSTALL GUTTER WITH INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR OUTSIDE FACE PERPENDICULAR TO THE GROUND. TO THE ROOF. Gregory S. Sold. r L 2149 Nall Buis Roar GUTTER I N S TA L SAT I O N D ETA IL #del, GA 31 620 ikP.E #5. 4419 STRUCTURAL STAMP STEEL BUILDING St-JSTE/XRS INC. CUSTOMER: REVISIONS GREATER BAY [1] JOB NO: DATE: 21-01-028 3/10/21 [2] LOCATION: ZEPHYRHILLS, FL [3] DRAWING NAME: SCALE: r�� I _ GUTTER INSTALL DETAILS NONE [4] DRAWING NO: DRAWN BY: CHECKED BY: PAGE 9.1 MS GUTTER "X" THE BOTTOM OF THE GUTTER �i FIELD CUT THE TOP OF THE DOWNSPOUT AND FOLD THE TABS INTO THE TO MATCH THE ROOF PITCH. DOWNSPOUT. DOWNSPOUT INSTALL DOWNSPOUT STRAPS 5'-0" ON CENTER. DOWNSPOUT INSTALLATION DETAIL 2149 Nell - E /Adel,GA 31620 54419 STRUCTURAL STAMP STEEL BUILDING S'-JSTE!X\S INC. CUSTOMER: REVISIONS GREATER BAY [1] JOB N0: DATE: 21-01-028 I 3/10/21 [2] LOCATION: ZEPHYRHILLS, FL [3] DRAWING NAME: SCALE DOWNSPOUT INSTALL DETAILS NONE "! -21 [4] DRAWING NO: DRAWN BY: CHECKED BY: PAGE 9.2 I MS