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HomeMy WebLinkAboutApproval DrawingsSTEEL BUILDINGS.INC. APPROVAL DRAWINGS GENERAL OFFICES AND MANUFACTURING PLANT 2929 Industrial Avenue, Fort Myers, FL 33901 (239) 334-1051 • FAX: (239) 334-0932 Approval drawings are issued in the form of Permit Drawings. See below. PERMIT DRAWINGS MANUFACTURING PLANTS 500 Tenth Street, Cedartown, GA 30125 (770) 748-7900 • FAX: (770) 748-5300 71 Airport Road, Thomasville, GA 31757 (229) 225-1112 • FAX: (229) 225-1175 Permit drawings do not need to be returned. If changes are required, or the drawings are in conflict with the purchase order or your understanding of the job, please notify your salesman or estimator and return a marked up set of drawings for changes. Changes may require price adjustment, depending on the nature of the changes. Note: a written release for fabrication must be sent to release the job for fabrication. Release needs to be made within 1 week of receiving drawings in order for the building price to be protected. Jobs released after 1 week are subject to price increase. Visit us on the web at www.deansteelbuildings.com e-mail: deanfmy@deansteelbuildings.com 8051-12/09 BUILDING LOAD SUMMARY --..----- --.----. __.... _.—--_____-- DOOR PRESSURES (PSF) -- _� ry r T D_SLRIP'rION APPROVAL DESIGN IN'dLR40R DESial EDGERESISTANCE BUILDING CODE:: FLORIDA BUILDING CODE ED: 7TH. 'EDITION i "--'-- ----�----------"--"---- ---- ------- 7 3070S-W SOLID WALK DOOR I -z - U ,n t.27_ 2 f 1' t i � � 8 +30.5. -- rJ SE } T N / � �r PORT -,AIN, LUCIE FL � i JOB LOCA11C.1., 4. , rM1 LEVER Lt,L!<aE'r � i ' I � r »> ROOF LOADS: >>> DEAN Srr-El BUILDINGS, INC. ACTS AS A RESELLER Or THE ABOVE LISFED ACCESSORIES »> DEAN S .11_ BUILDINGS, INC. C.FR IFIFi III!_ LOADS APPLIED DO NOT EXCEED Deed load 0 �.. osf Live L.aad• . 20 psf Tributary Reduchdn: _-X._ Y N THE MANUFACTUREF, S STATE I RESISTANCE F'RFS ,tIRE. Cofla`erul (..add: 01 per Sprinkler Load Q _ psf G,ru d Snow Load. -_ N/A p:` Flat roof know goad tdj.4 ps` Soow exposia c. _.'N,L^A Snow importance NZL Thermal Factor•. >>> WIND TOADS: Wind Velocity (ULT): 150_.. mph Fastest Mile: N/A 3-sec Gust. ._X-_ Wind velocity (ASD): 124 mph Risk Category: _.II Wind Exposure: Enclosure: N Encl CI Partial El Open Internal pressure coefficient: Components and Cladding (Design): +14.23 i -55.75 +32.03 / __-- 34.69 Zcnet—____--psf Zone 4_____ psf +14.23 / -73.54 +32.03 / -42.70 Zone2-------------------- psf Zone 5----- ----------- psf 7nna� +14.23 /-100.23 n r >>> EARTFIOUAKE LOADS Base Seismic Force Resisting System: _ N/A - Design Base Shear: N%A Analysis Used: VA_ Seismic Importance: N/A Risk Category: _�AA Site Class: N/A Seismic Design Category: N/A_ S(S): NjA_ g S(1): N^_ g C(S): NSA R: N/A_ >>> MEZZANINE LOADS: Dead Load: A)�/'_ psf Live Load: NLA psf Reduction: N/A % >>> OTHER LOADS: NONE ^; N l /1 ^JT -- -- -- f'L FA.SF RFAD THE '>>> General Dean Steel Buildings, Inc. standard product specifications apply, unlers stipuict d rerm+_e on the Dean Steel Buildings' purchase order. Dean Steel Buildings design practices. manufacturing processes, accessories and warranties will govern the work. k-i >te=. "lashings Standard Specifications Brochure is available upon request. The builder/contractor is responsible for the setting of the acar bolts and tno erection cf t1he steel building components in accordance with Dean Steel Bui!dings, Inc. 'For Construction" cdollarrawings- >>> Unloading Check-out and Shortages: It is essential, while unloading your Dean Steel Building, to verify that all components 'listed an the shipping papers were actually shipped. The actual quantities of the items on each truck are circled on the shipping papers. Any items found to be shipped short, or in direct c_niiictwith the shipping papers should be noted on the driver's report. This serves two purposes: 1) You, as the erector, will be aware that a particular item is missing and can temporari iy work around it; 2) it lets us know that we have a problem and allow us to react quic4dy. This system eliminates the discovery that something is missing at the time you need it to erect the building. Taking the time to properly unload the job and check it allows for proper placing of the parts around the job site, which should expedite the erection process. Dean will do its utmost to fill any reported shortages as quickly as possible. Once the erector, or owner, signs that he has received the goods and accepted them as being complete., we can only assume that shortages after this point are missing due to job site theft. All claims for damage or shortage must be presented, in writing, to the carrier -either Dean Steel Buildings, Inc., or common carrier, within seven days after receipt of materials by purchaser. Failure to do so voids any claim. >>> Storage and Protection of Materials: A Galvanic action known as "white rust" may result when aluminum, galvanized, or the galvanized pre -painted coating on piled flat sheets or nested formed sheets becomes wet from rain, condensation, or other causes. Under certain weather conditions this "white rust" can happen in as little as 24-48 hours. Galvalume coated sheet is susceptible, as is galvanized sheet, to wet storage staining. However, due to the composition of the coating, the sheet surface will develop a dark gray discoloration as opposed to the white oxide that develops on galvanized. Formed pre -painted sheets must be protected from moisture, in the some manner as plain galvanized or Galvalume sheets, if they are in contact with other sheets. The sheets must be properly packaged and stored. It is important upon receipt of material to examine packages for damage. Builders should take prompt action where cuts, tears, or other damage is evident. If moisture is present the panel should be dried at once. Panels that cannot be stored out of the elements should be re -stacked individually and spacers put between the panels, so that individual panels can have air circulated around them non-metallic spacers; i.e., wood, cardboard, etc. ). Bundled panels should be off the ground sufficiently to prevent rising water from coming in contact with the panels. Bundled panels should also be slanted so that any condensation may be drained off. All bundled panels should be thoroughly covered with a waterproof canvas tarp. Do not use non -breathing materials such as plastic because they prevent air passage and tend to trap moisture in the bundle. Roof and side panels should be erected as soon as possible after their arrival at the job site. If prolonged job site storage will be required, the builder is advised to seek storage of the panels out of the elements. >>> Proper Erection Practices: Dean requires that erection of its products be done by experienced pre-engineered metal building assemblers. Erecting and construction methods should be performed as outlined in the "American Institute of Steel Construction Code of Standard Practices for Steel Buildings and Bridges, Part 5." In addition, the erection policies and practices of both the SBA Independent Erectors Division, and MBMA erection practices must be understood and adhered to. The quality of erection has a direct bearing on the quality of the end product. If there are any questions as to these drawings on the Dean Steel Building system, please do not hesitate to contact our Customer Service Department (239) 334-1051, Temporaty supports or bracing required for the building erection is the responsibility of the erector to determine, furnish and install. >>> Back Charge Claim Procedure: Dean Steel Buildings, Inc., follows the back charge claim procedure adopted by MBMA and as outlined in the MBMA Low Rise Building Systems Manual, Common Industry Practices Section 6.10. The Customer Service Manager must be notified at once when a condition becomes apparent, which may result in back charge by the builder or erector. Notification by phone must be confirmed in writing. Some approximation of the amount of the back charge must be established at this time, and a written authorization from the Customer Service Manager must be secured before the work is started. Dean will not honor any field corrections or back charges unless prior notice has been given and agreed upon. Ail discrepancies must be agreed upon, in writing, and accompanied with a Dean purchase order number before Dean will honor any back charges. Dean will then pay this agreed amount upon presentation of a final claim. Payment will be by credit memo to the Builder's account. Any work which ;s undertaken without such notification and authorization, for which the builder expects to back charge Dean, will not be honored as a back charge. Should a disrrepanry exist, Dean may elect to do one of the following: 1,) Ship mutclial from its plant for field correction ( freight allowed ) 2) Purchase material locally ( or allow builder to do so ) for field correction Men", existing materials previously shipped to conform to requirements 4) Return materiol to Dean's plant for exchange or rnodification requirements When dervery is contracted by Leon, it is tear carrier's intent to arrive on the job site. at a pre-deslgrated tine and every effort will be made to do so. However, Dean will not accept any born charges due to 'ate arrivals - Dean St -el Buildings, Inc., sholl not, however, be liable to builder ir any wav or for any reason on account of any change in Dean Steel Buildings, Inc., product lines. Dean will not pay any back charges for delays that may be incurred due to shortages. Dean #d! not pay any claims an impro per wilooding of material, Irnproper storage of material, or delays or damages a edoy improper erection techniques. Dead Steel Buildings, Inc., may malts changes from time to time in their product lines by discontinuing, altering, or modifying any or all of the i.rodu.,ts iiv.luded therein ar',d by adding new and additional products thereto, SHEETING FRAMING Sr.,r�[.1�J I arP P t, H SCREWV_ I PANEL TYPE APPROVAL MATL TCOLOR MARK PART {� � ;FACING h,1ARK PART' � SPACING I — — — T ! E r r r ROOF RIB_12 F13774.1 26 GAG f �� I V% 11Yv5J1u j 7l (7t". �7 HW5502 12" O.C. WALLS RI8-12 FL3775.1 26 GAGE IS2 <7 , HW5510 12" O.C. �j HWS502 12" O.C. --- -1- _ -- --- -�--- - �- -- �- 1-- - ALTHCU(;H b;'E TRY TO MAKE ALL DRAWrN—CS AS f1(C;,r7/=IL AS POSS.f3LE, ANY DRAWING MARKED AS PERMIT OR APPROVAL HAS NOT BEEN FINAL DETAILED OR THE L'USTOMER ACCEPTS ALL RESPONSIBILITY FUR USING PERMIT OR APPROVAL DRAMNGS FOR AN'il PURPOSE OTHER THAN OBTAINING A BUILDING PERMIT OR REVIEWING THE DETAILS FOR CONTRACT COMPLIANCE. NOTE: ALL ZEES, CHANNELS AND EAVE STRUTS ARE PRE —PAINTED RED COLOR. THI`, SET OF DRAWINGS IS FOR 3 "'ERMfT FI CONSTRUCTION t-, F ASS M', MAIL. COLOR GUTTER 26 GAGE PW EAVE FLASHING 26 GAGE PW RAKE 2E GAGE W DOWNSPOUTS 26 GAGE PW COR L R S 12.6 GAGE I PW � FRAMED OPEN9NGS 26 G4Gv T r'V'Y rOTIiEf? 26 GAGE PbY j `1 NO, 70181 STATE OF IONAL Ill ill I 1= A20`) /C RMQ 1, /t2lE:i. 13M.U. nvn.anvas, ant. (C•w�`_T ..__- SAfir"__. I I".I.tiA 12/i.Al 2j. 2929 INOl!STRIN AVE, f;AFE:f�i�EiIiF- FORT MYERS, FLORIHA 2901 1 2;&l�oZo3 P P 1PERMIT PERMIT 12 114 / 21 13/15/21 ❑BA I MVIQ �— -- —, ISSUE J ftEV7:SIUIJ — HATE HV CUSTOMER , DUSTIN McGRATH RRD'ECI RESIDENTIAL. ACCESSORY NAMr BUILDING nEscRIRTInN ,- JOB INFORMATION n :M 3/4' L T— I 3 1/2" -- 2 1/2' Fy = 80 K.S.I. RIB-6 PANEL SECTION PROPERTIES MATERIAL GAUGE NOMINAL THICKNESS LOAD IN LOAD OUT IX (IN. 4/FT.) SX (IN. 3/FT.) IX (IN. 4/FT.) SX (IN. 3/FT.) 26 GA 0.0198 0.0182 0.0331 0.0127 0.0314 24 GA 0.0258 0,0258 0.0486 0.0179 0,0464 THE PROFILE AND MATERIAL THICKNESS OF ALL PANELS ARE DENOTED BY THE FIRST, SECOND, AND FOURTH CHARACTERS OF THE PART NUMBER. IRS A RIB-6 J END CUT CODE A = SQUARE END B = LEFT SLOPE C = RIGHT SLOPE 6 - 27 07 00 T LENGTH IN SIXTEENTHS LENGTH IN INCHES LENGTH IN FEET END CUT SLOPE CODE T T 4 = 24GA 6 = 26GA NOTE 1) SECTIONS PROPERTIES ARE CALCULATED IN ACCORDANCEWIT' T.._ 91:. r6 41S' COLD -FORMED STEEL DESIGN MANUAL INCt DOING '989 AODENDUMS. 2) ALL STEEL SUBSTRATES ARE MANUFACTURED /N ACCOP:DANCE TO rSTU A446 SPEOFiCATIONS. PROTECTIVE COATINGS SHALL. PE Ell-V R GAVANIlED, C 0 1 ?5 CI' /`LR hhQFFNC ASTM A525 OR GALVALUME,:' AZ55, 0.55 SE A.S,i; A792 SPE_lHGA/ . SLOPE CODE SCHEDULE A = 0.042 H = 3,5112 U == 7,11 4?_ B=0.5-12 J=4,0112 I R=7.5:12 C = 1,042 K = 4,5112 S '= 8,0 :12 D=LS112 L 5.011E I T= 8.9112 E = 2.0:12 M = 5.5112 U = 9.0 .12. F=2.512 N= 6,0112 ; V=9.5:12 G 3.0:12 P 6,511E W = 10,0,12 �ViBX Vil� , F':d MY�i�iA �' h" aT,a�YtF'd01 tlnL'� lY �•`nWt' 3 11/16' EXTERIOR . SURFACE (RT)_ 1/4' . 3'-U' i 4 5/8' I i 1 3 11/16° i' -I � I----__ 7/8 j —I �_- 1 7/8'--I I -3 1/2' PANEL SECTION PROPERTIES 80,000 PSI MATERIAL NOMINAL TN LOAD OUT _.... _LOAD ON. RIFT.) SX (IN, 3/FT.) IX (DV. 4/FT.) SX (IN. 3/FT.) GAUGE THICKNESS 26 GA 0.0198 0,0294 0,0283 0,0371 0,0500 24 GA 0.0258 0.0465 0.0481 0.0520 0.0671 PANEL SECTION PROPERTIES 50,000 PSI LOAD IN LOAD OUT MATERIAL NOMINAL IX SX IX SX GAUGE THICKNESS (IN, 4/FT.) (IN, 3/FT.) (IN. 4/FT.) (IN. 3/FTJ 24 GA 0,0258 0.0547 0.0589 0,0542 0.0677 CEE SECTION PROPERTIES 41 __l MATERIAL 'f' "d" TIX t 3X tn,3 2 1./2" 14 CA 0,0747 3/4' 9.716 2.429 I? :I /,?. 1E, GA 0,1046 1 3/4'� 1.3.311 3,328 3 1/?' 14 CIA 0,0747 3/4' P.0.863 4,173 I 4' 12 GA 0,104b 3/4` E^_9,949 5,810 — ---- _- J THE MATERIAL SIZE AND THICKNESS OF ALL PURLINS, AND GIRTS ARE DENOTED BY THE SL"COND AND SIXTH CHARACTER OF THE PART NUMBER J NOTE 1) 9EC7/0M FROPOMES ARE CALCULATED IN ACCORDANCE WTIH THE 1986 AISI COLD -FORMED SIEEL DESIGN MANUAL INCLUDING 1989 AOD£MDUMS. - PURLIN BEARING LEG 2) MINIMUM YIELD STRENGTH rS 55,000 F.S.I. ( GALVANIZED MEMBERS ARE 50,000 PSI. MINIMUM. ) (SEE NOTE 2) THE PROFILE AND MATERIAL THICKNESS OF ALL PANELS ARE DENOTED BY THE FIRST, SECOND, AND FOURTH CHARACTERS OF THE PART NUMBER. RT A 6 - 27 07 00 RIB-12 � —LT—LENGTH IN SIXTEENTHS END CUT CODE LENGIH IN INCHES A = SQUARE END I LENGTH IN FELT B = LEFT SLOPE END CUT SLOPE CODE C = RIGHT SLOPE 4 =24GA 6 = 26GA NOTE., SECTIONS PROPERTIES ARE CALCULATED IN ACCORDANCE" WITH THL 198G AT( COLD -FORMED STEEL DESIGN MANUAL INCLUDING 1989 ADDENDUMS. 2) PANELS WITH PURLIN BEARING LEGS ARE AVAILABLc IN RIB-12 CAL VALUM£': (7NLY 3) ALL STEEL SUBSTRATES ARE MANLIF-1_ TURED IN ACCORDANCE TO ASTM A4 G SPECW77CATIONS. PROTECTIVE COATINGS SHALL BE EIFHf1t CALV4AJZEC- G9,U ?5 OZ /Ph SF. 4t,.L_ILNG AS7M A525 OR GALVALUMEry AZ55, 0.55 OZ;/PE.R SF A5rM A792 SPECIFICATIONS. 4) SHADOW PANEL IS INSTALLED AS It ?F,/('PSE RIB, THEREFORE THE LOAD -lit AND );)AD-OUT PROPERTIES ARE REVERSED. LENGTH —FIAT WASHER CRESCENT WASHER CABLE BRACE THE CABLE BRACING DIAMETER IS DENOTED BY THE HEX HEAD NUT SIXTH CHARACTER OF THE PART NUMBER. Txc 24 9 5 L CABLE BRACE J T 4 = 1/4' DIA, 5 = 51/2' DIA, 6 = 3/8' DIA = 7/16' DIA, 8 = 1/2' DIA I LENGTH N INCHES LENGTH IN FEET LENGTH FLAT WASHER / CRESCENT WASHER THE ROD BRACING DIAMETER IS DENOTED BY THE LHEX HEAD NUT SIXTH CHARACTER OF THE PART NUMBER. -X'TB--- 24 9 T5 ROD BRACE J L 4 = 1/2' DIA, 5 = 5/8' DIA, 6 = 3/4' DIA 7 = 7/8' ➢IA, B = 0'-1' DIA LENGTH IN INCHES -- LENGTH IN FEET 55 1<,S.I. C H A- A 4 - 11 11 12 CEE -� T ' LENGTH 1N SIXTEENTHS E OR H = 0'-8' DEEP, T = 0'-10' DEEP J LENGTH LENGTH IN INCHES PUNCHPATTERN -J IN FEET T4=14GA,2=12GA ZEE SECTION PROPERTIES -D' 'B' MATERIAL If. 'd' IX 1n.4 SX 1n,3 0'-8' 2 1/2' 16 GA 0,0598 3/4' 8.120 2,030 0'-8' I 2 1/2' 15 GA 0.0673 3/4' 9.099 2.275 0'-8' 2 1/2' 14 GA 0.0747 3/4' 10.058 2,514 0'-41' 2 1/2' 12 GA 0,1046 3/4' 13,847 3.462 0'-10' 3 1./2' I 14 GA 0.0747 3/4- 21,960 4.390 lU 12 GA 0.1046 30520 6100 1 q k �Y sp9 O}— . 3 1/2' 10 3/4" X -- ---- X ; HE M4-CP!- t-A+ '/ SIZE AND ' �� - THICKNESS OF ALL PURLINS, AND GIRTS r - G'18J� Fy = 55 K.S.I. A.RF u�. JOT;.:., H, Ti'1F. SFCOND AND SIXTH CHARACTER OF THE PART NUMBER NOTE 1) yc-,,oJ Tr, %IERRES' ARF CALCULATED M ACCORDANCE WITH THE 1986 AIS/ COLD-FDR.MED t! STEEL D.' 1014 : WUtU :NCLUDING 1989 .ADOENDUMS I Y 2) MINWUN %:' D STRENGTH 15 55,000 P.S.I. ( GNMANOFD MEMBERS ARE 50,000 P.SI. MINIMUM. ) Z E A- A 4 - 27 07 00 ZEE LENGTH IN SIXTEENTHS C = Y-8' PEE', T = 0'-10' DEEP -- LENGTH IN INCHES PUNCH PATTERN LENGTH IN FEET 6 = 16 GA, 5 = 15 GA, 4 = 14 GA, 2 = 12 GA r _ __ EAVE STRUT SECTION PROPERTIES ( POSITIVE BENDING ) 'D' 'B' MATERIAL I 'f' 'd' IX tn.4 SX (n.3 IY tn. 4 SY 1n.3 0`81 0'-5' 14 GA 0.0747 3/4' 15.581 3.895 6.624 1.351 0'-8- C'-5- 12 GA 0.1046 3/4' 21.335 4,979 9.341 1,970 THE SLOPE AND MATERIAL THICKNESS OF ALL SAVE STRUTS ARE DENOTED BY THE THIRD, FIFTH, AND SIXTH CHARACTER OF THE PART NUMBER. NOTE f 1) SECTION PROPERBES ARE CALCULATED IN ACCORDANCE WIN THE 1986 AISI COLD -FORMED � STEEL DESIGN MANUAL INCLUDING 1989 ADDENDUMS 2) MINIMUV YIELD STRENGTH IS 55,000 P.SI. ( GALVANIZED MEMBERS ARE 50,000 P.S.I. MINIMUM. ) ES N -N 4 C - 24 11 12 EAVE STRUT T T —C IN IN H IN SI%TEEM HS L LENGTH IN INCHES N = LOWSiDE SLOPE LENGTH IN FEET R = HIGHSI➢E SLOPE 4 = 14 GA, 2 = 12 GA SLOPE CODE ,e\l�\11ilS�li7i(iYll/J � 0'L'b�j NO. 70181. �'1�.2� � STATE OF TT JRtiP°°• FM20976 �'YiR'AVN JJ'Jllllt16if14i1i��e ,�_,__ ►�I SIMQ 11/12/21 S'rH'HL BUILDINGS, INC. 2329 MDUSTRiAL AVE. LFJBA 12/14/21 FORT MYERS FLOfIIDA SFiiI` 91JRtiE4 - 33901 2 .DF 5 B75 t� PERMIT 12/14/21 I� PERMIT 11/15/21 _❑BA RMQ ISSUE -_— REVISION DATE —._--1 BY I CUSTOMER DUSTIN McGRATH PROJECT RESIDENTIAL ACCESSORY NAME ' BUILDING DESCRIPTION , MATERIAL. PROPERTIES r) z Ey— o Ey- SIDEWAILL "A �) �,, in 14' 20'-0' 601-01 ---- SIDEWALL "C 1.0 DL 1'0 11-L 5,01 5,02 9.17 9,17 1.0 DL 0.75 LL 0.45 WL + f 226 621 Droll zt L0 DIE + O.6 WL CASE 2 -4- 11,78 2.61 16.67 9,B6 FRAME REACTIONS AT FRAME LINES _@--AND ALL REACTIONS IN KIPS 0.6 DL + 0,6 WL 2.77 t t 621 226 4.29 11,79 COLUMN REACTIONS AT FRAME LINE ALL REACTIONS IN KIPS "11HUR BELT S, -IBY MITI 1E \-,S --- --- - t Q FY PAR A BOLT ---- 1p. - -�-C—' ---IT). ---- 4 112' x ly A., 21 01-61 1 3/4, I- 3/4' X I'- 3A 3/4� 3' 1'-- 3 Z. 718' X 1'--3" 719' 4� 11-3� 3 1/2' 21 AB-4 I 4 X � V-6 X P'­p, 1." 11 4' F-E AB -6 1 1/4" X P' -0' 1 1/4o 4o F'�- O� - �3 3 / 4 3' 11.79 2.77 4.29 z a IX PL 1/2' DETAIL rBp811 [A. ANC. B'u'LTS -2 NOTE 1 FINISHED FLOOR ELEVATION = 0'-0" ALL BASE PLATES ARE AT ELEV. 0'-0" UNLESS OTHERWISE NOTED. 0,6 DL + 0,6 WL CASE 2 + fs PL 112' [A, ANC, BFILTS DETAIL (�B=P840 3 SECTION-� 2 1/2' LO DL 1.0 LL + z ANCHOR BOLT SETTING FOR O.H.D. FOR (SEE DRAWING R L0CA-T-1ONF--- (1) 14'-0" X 14'-0" REQUIRED FACTORY LOCATE 3,02 263 j 2,63 6.86, 10,73 527 5.27 9.90 0.6 DL + 0.6 WL x ----------------------------- COLUMN REACTIONS AT FRAME LINE ALL REACTIONS IN KIPS DEAN STEEL- BUILD.TINGS, INC. DOES NOT DESIGN AND IS NOF RESPONSIBIJ- - FOR THE DESIGN, MATERIALS, M-M CONSTRUCTION OF THE FOUNDATION IN THE FOUNDATION DESIGN FOR LOADS IMPLE)SED BY COLUMN REACTIONS OR FOUNIJAIION EMBEDMENTS. ADEQUATE PQOVT S19N�� SHALL BE YADE THE BUILDING AND ANY ❑OTHER IMPOSED LOADS, ACCOUNTING FOR THE OF BEARINCi CAPACITY 01: THE SOIL AND 01HEP CONDIIIIINS OF THE BUILDING SITE, THE DISTANCE OF THE ANCHOR DDLIS FROM, THE OF THE SLAB IS BASED [IN DSB SIANDARDS, THE ACTUAL SLAB SIZI- MAY RE MODIFIED TO ACCONIODAIE (ACTUAL SITE CI]NDi 1110WS AND FCuNDAjUj\, DESLLril.� WALL PNL SCREW ASSY. AT 6° CTRS, HW5510 LS OF TO OUTSIDE BASE ANGLE <AN1219) -1/4' DIA, MASONRY SCREW @ 4'-0' O,C. MASONRY SCREW BY OTHERS BASE DETAIL 3/4' DIA, ANC, DOLTS AB- 2 fli 2 1/2" 1-, 1 8 8 7/8' DETAIL (�BP811b1 3,) 1.0 D, + 0,C) WL Cc,SE p I Pi- T/Po 1j 31 STEEL LINE SECTION 33 L24 5,65 FRAME REACTIONS AT FRAME LINE ALL REACTONS IN KIPS DETAIL MARK DETAIL ( �81 1 2 DWG. NO. WHERE��- DWC. NO. WHERE DETAIL 15 MARKED DETAIL IS SHOWN BASE PLATE DETAIL KEY > 3/4' DIA, ANC, BOLTS AB- 2 # PL 1/2. x 8--1 1 8 7/ 7.10 10.49 DETAIL BP81�31C 19 E3 _ 1/4' POWER DRIVEN FASTENERS (NOT BY D.S.B.) X-0- WALK DOOR BOLT SETTINGS (1 REQUIRED, FIELD LOCATED) 0.6 DL t 0,6 WL CASE 4 't -z No. 70181 STATE OF SECTION MARK DWG, NO. WHERE 3 5 DWG. NO. WHERE SECTION IS CUT SECTION IS SHOWN SECTION KEY < 1.49 6.25 r 0 FOR CONST. 121141PI DBA FOR CDNST. 11/15/211 RMC ISSUE T REVISION I JUET —NUMI;F.W------- I CUSTOMER DUST IN McGRATH FM20976 M N DRAWN— --TAT—F-i RMQ 11112/21 PROJECT RESIDENTIAL ACCESSORY NAME BUILDING llny.lm BURID)NGS, INC. -- ------- ------ SUR DE RIMN I PK"PICR BOLT PLAN 2929 INDUSTRIAL - USTR(AL AVE, TORT WERS, I-ORIDA SHE0 hi FRAME REACTIONS '339 3 OF 5 BASE PLATE DETAILS FIELD LOCATED ACCESSORY SCtIEDULE ,NoTi- _. REFER 70 D.S.B. STD. DEA11.. MK. .�-. 1JFFl:.RTP 1 I T ._—._ ._ I BOOKLET (PO. 36) FOR 1 _ -c - - NALK DOOR YNSTiSL1ATlON DET411_. S. A � 3070 DGfJR LEAF S!7LID, TLXTIJRv.D, r_C i�A 4d /i' RAMF AY E STANDARD LLICKSET (CYLINDRICAL ❑PE RA ILDR') (SJ,Qt / SQ, 0 'SF) f 0 I 0 BBl Z (TYP) Z Z T i I I I TYPICAL... PEAK. DIAPHRAGM SPACING 6 i.: 4 2,' -c' i no !D,100rF-RA11-I1NIC: PLAN crnu�tt r,'n�': w/ GIIAF—P00700 N VJ I I I i N N I N I � i/, 0 � EAVE STRUT — FOR PART NO, SEE ROOF FRAMING PLAN - ------------------ Z1 2'-1' Z7 ZB L _ XC4 — Z5 z8 FOl 1 Z6 Z9 -- 1 ZS 1'-1' Z0 8 AN1219 (TYP) I I � I BC -/ L RC- _ �C-------- 14'-0' -- L- 3 0° SIDEWALL r'C " NOTF_: RAKE ANGLE (AN1219) IS A77ACHED TO THE BOTTOM OF THE FllRL1Pd ZEES. REFFR 70 D.S.B. 57ANDARD DEMIL S BOOKLET (PGS. 4, 8 u 20) FOR MORE DETAILS. 18'-6' E.H. 15'-4' 1 l'-4' 7'-4' 3'-8' C- (2) FHTG-080200 d}o a6o (U (L o pop o ODNo coo o,D FOl o� rli f-� - �(uN c CHA-A6-131112 —I 0 0 0 u� c X I ¢ L) L) NOTE I REFER TO D.S.B. STD. DETAIL BOOKLET (PGS. 37 & 38) FOR FRMD. OPNG. & TRIM DETAILS. 15'-4' ll'-4' _ 7'-4' 3'-8' 0'-0. 14'-V 14'-0" X 14'-0" FRAMED OPENING ( 1 REQUIRED ) FFAG.r I r)n?nn W/ ruAC-P00700 fn N 0 M (4 VJ V) N TI I I I1 I I � i I i 1 II FAVE STRUT — FOR PART NO. SEE ROOF FRAMING PLAN ----------------------------- Z8 -------------- Z11 Z8 Z10 XC4 Z11 Z10 za Zil 11 Z8 Z8 1 -1' IV Zil Z8 / AN1219 (TYP) 18'-6' E.H. 15'-4' (BBP) 7'-4' 3'-8' 0'-0' RC- a _RC - RC- .__ BC- 60'-0' SiDFWALL "A PEAK DIAPHRAGM REFEPi:PIC= -!ABiJE RFF T"- NP;7 ---- NJMBl— rlil I ANR4C0£.'.02G4 SAVE STRUT FEF6:R(-NCF TABLE RF B! NPD NIJt1TI- -- L Sl I FSN N2Ci91114 F,,2 , ESN N2C197.i.1.2 NOTE 1 DIMENSIONS ❑N THIS SHEET ARE STEEL DIMENSIONS AND DO NOT INCLUDE SHEET' LEDGES, ETC. FOR CONCRETE DIMENSIONS SEE HE ANCHOR BOLT PLAN. NJTE 2 SHEETINGMUST BE AT' T'AC'.HED TO ALL. SECONDARY FRAMING PER DEAN STANDARD DETAILS, THIS INCLUDES ALL DOUBLE PLIRLINS AND GIRTS REGARDLESS OF LOCATION, NOTE 3 THE TYPE AND MATL, THICKNESS ET ALL FLASHING IS DENOTED BY THE 1ST, 2ND, 3RD, AND 4TH CHARACTERS OF PART NUMBER. (EXAMPLE; F JT6-140100) FJT -= JAMB FLASHING FOR R£13-12, FRA = RAKE FLASHING (STD.), T L 6 = 26 GA. GUA = SCULPTURED GUTTER, FWR = WALL TO ROOF FLASHING & 4 = 24 GA, OCT = OUTSIDE CORNER FLASHING FOR RIB-1E, ETC. SIDE LAP GROMMET BOLTS HW5526 @ 10' OC, TAPE SEALER (HW5779)­,, ROOF PNL.-� BLANKET INSULATION (NOT BY D.S.B.) NOTE I PRE -DRILL 1/4- DIAL HOLES IN SKYLIGHT PANEL. SKYLIGHT PANEL FLPA SK5796 SKYLIGHT INSULATION TR (FSKG-I10100) #12 X 1' S.D.S, W/O WASHER (HW5518 WH) (AT EACH PURLIN) 1 PURLIN SKYLIGHT SIDELAP WITH INSULATION TRIM T 7FT-T-] I �I o I i i I _J 0 0 N o I c o o Lr, CH2621 (TYP I3 20'...0' 2D,.._.0, ENDWALL r.E r, 21•-0' (LYP) FRAME➢ OPENING CABLE BRACING REFERENCE TABLE' REFERENCE TABLE REF ❑PF.N£NG SIZE: — NPD REF NPDT--._-- I NjM Y UMBI A6-139112 xcl XCP005 XC2 XC5394 -_--�. (FACTORY_IuCATFD) C!A X2_15010C --1-XC3 XC2004----- X{ .4 XC2667 ZEE REFERENCE I -ABLE. - REF NPD NUM _ —T - - ZI TEA A2-220100 _ Z"r'. ZEA A..;)-240200 Z3 _ ZEA-A6 ?40?_00 Z4 -Z5 LEG-_S 020612 ZEA-X6-230712 -- 76 ---------------- ZEA.-X5-230712 -- Z7 - -� Z_EA--A6--1'30200 --ZEA-.A6-210100 Z8 Z9 cEA -A2 'iLO.Ok Z10 _ 7EA AS 210100�___ ZSl ZEA-AC 220200 -{f- 71P 7EG-56 030904 7.13 AEG-G5-1903C0 Z14 ZEJ-J6-200412 Z15 I ZEJ-J5-200412 BOLT SCHEDULE C❑NN. QTY. SIZE A 4 - 1/2' X 1 1/4' HW5532 N 4 1/2, X 1 1/2, HW5604 ❑ 4 3/4' X 2 1/4' HW5602 P 2 3/4' X 1 3/4' HW5536 R 2 1/2' X 1 1/2' HW5604 NOTEt ALL BOLTS TO BE HIGH STRENGTH WITH NUT AND WASHER, CONNECTION 'A' REQUIRES WASHER ON EAVE STRUT SIDE ONLY. 18'-6' E.H. �A\i\1I6I's_itfllifj(f !, 17'-10' a\XXXX, �i't.hjE'S Nq ll'-4' ° NO. 70181 _= STATE OF 2621(TYP) 8 0'-0'/!1filll lill1�I�V�� F420976 1tRAWW_._. _____FATE. __. STFF.', bviLJ•��,tw8, mt,. RMQ 11/12/21, LM9 INDUSTRIAL AVE `7BA 12./1412I FORT MYFRS, FLORID, rSHUT NUMB-fe -..--- --.. FIF 5 2f f 1 P F, PERMIT PERMIT 1112/14/2 �11/15/21 LIB.) RMQ —I ISSUE REVIS!rN DATE BY CUSTOMER DUSTIN MBcGRATH PROJECT RESIDENIIIA.L ACCESSORY NAME BUILDING ➢CSCRIPI'1f31r ROOF (=FAMING PLAN WALL. ELEVATIONS FRAMED OPENING FIELD LOCATED ACCESSORY SCE QED(. LF �lY "K. J DE_ ON G— SK579(;i 3` 0" X P -u DURAI ITF. IHIGiH STRENGTH PANEL �W/FRIM — —I bdARNINGi THESE I IGNT TRANSMITTING PANELS ARE NET DESIGNED OR IUTENI,E U TO REAR THE WEIGHT 13F ANY PERSON WALKING; STEPPING, S I ANDINO PR RESTING ON THEM, DEAN S' FEL BUILDINGS. iNr DISCLAIMS ANY WARRANTY FIR R F PE.SEN i ATION, EXPRESSED OR IMPLIED, THAT ANY PERSON CAN SAFELY WALK, STEP STAND OR REST 7N OR, NEAR f ESL LIGHT TRANSMTTTING PANELS OR TIHAI THEY COMPLY '+,'ITH ANY OSHA REGULA 1 TON, M N. %. i/4' MIN,' MIN. i I R4 R5- 2 114' MIN, 12 i.0000 _.__.._ 30'-0--- 2'-4 3/ y�y i co CO I CL3000 CH2621 NOTE IZE 8R 1O D,S.B STD. DL7AlL BOOKLET IPG. 40) FOR RIB 12 SKY; CHT DETAILS. MIN 6" 11 1/4' I I_ lo' 8, I 58'-8° OUT TO OUT COLUMN FLANGE -... 60'-0' STEEL LINE TO STEEL LINE T'`IiAI� V b'r 7> ;t;;TTON AT FR'.Mh LINES V) �N � F HT6-100200 0 N N •-� N I N 00 ED oN r o 00 1 l 50'-0' 15'-2' `�' -- 20'-0__ 50'-4' 'OWA.LL "B „ 1.5'-2' V-10, 18'-6' E.H. 18'-4' 15'-8 1/2' It'-4' 7'-4' 3'-8' 0'-0' AND — FL-1 N I M 0 M 10 I co N N (I ! I N N �O I I I 60 I I I I F- J -J N iD i0 iU ~0 �U �0 �0 �0 �D �D �D iD N I t0 ID 10 J Ii W W N N N 01 N N N N N N N N (U N N Ii W W FHDG-100200 I-dYDRAULIC DOOR PANELS NOTE USE HW9061 (LS) TEK SCREWS TO ATTACH DOOR PANELS TO SECONDARIES BY OTHERS, USE HW5502 (LS) SCREWS TO ATTACH @ PANEL TO PANEL & FLASHING TO PANEL sEiji ( 'PION � r� SPECIAL BRACt ANGTLE DETAIL TYPFGAIL. 47 F 3 ! ONLY 4325 HS BOLTS 4325 HS BOLT N I (h 0 i v m 10 t RAKE FLASHING CEC REFERENCE. TABLE RE NPD ( NUMB ROOF SHEETING REFERENCE TABLE. REF NIP:O NIIJIIBL FLANGE BRACE REFERENCE TABLE REF NPD NUMB — - WALL SHEETING I RFFERENCE. 7ABLE RFF NPD NUM_ RTZGCO20400 RI RE76C0?U?00 BAt I AI4Fa 0=010i SS TRIA6-180700 1. I N_. RTA6 2,[848 1IF R2 RTA6 r._Ci0£' I a 9 BAT_ ANr4 l._0._0. S2 - a k.,Ao 0.0500 CH3 RTA6-100608 R3 RTA6-1.00603 I BA3 ! ANF4 030313 S3 RTA6-180900 ----------- -- R4 I SI r?` 6 r. _.. R3 RTA6 0G0/08 -.....-._ BP4� ANF4 030, 00 _— ._..._ ._._ Bri ANF4 u10911. �S4 S5 { RTA6 1900`10 — --- RTA6-19030G) -- -- ..._ —............... BB2 I ANF4 020014 I S6 RTA6 190600 I ,7 RFAG-190900 �S8_ _ RTA6-200000 S9_ RTA6-200300 S10_ R A6 200600 __ 1 SSl 1 RTA6-200900 _1? 1.0160 11 1/4' --_-.--- - 8 2 3'-4 1/ 8'—.-_-------_._-'--`'� HW5511 (BR) @ 1'-0' ❑.C. --� ❑UTSIDE CLOSURE (HW5553) HW5510 (LS) @ 12' O.C. -$--- (4) 1/2'0 X 1 1/2' A307 BOLTS W NUT (HW5535/HW5586) CHANNEL CLIP — (CL3172) INSIDE CLOSURE (HW5552) �\ HW5510 (LS) @ 6" D.C. 1.5'-8 1/2' DRIP FLASHING (FH T6-100200) it j 7 f 'E GUT COLUMN FLANGE 6- --0" SSE:E1_ !'NE TO STEEL LINE FRAME i RCS; " P;C ION AT FR��.E .LIN"r 4) HW5502 (GNZ) @ 1'-0' ❑.C. TAPE SEALER (HW5775) RAKE ANGLE PURLIN (AN1219) © Icy BOLT 1/2' X 1 1/4' H�NZ�O Ld w HW5W5534 W/ NUTS HW5586 @ PURLIN Q 3/4' X 1 3/4' A325 BOLTS (HW5536) z Jo a 3/4' X 2' A325 BOLTS c� _ (HW5537) w, 1/2'0 X 1 1/2' A307 BOLTS j-'-' W NUT (HW5535/HW5586) (2) 1/2'0 x 1 1/4' SPECIAL. HEAD BOLTS W NUT (HW5557/HW5586) ROOF PURLIN 3/4' X 2' A325 BOLTS (HW5537) PIPE _57_,('UT UIT/-11'L 51RVA P1P�C, -%" NOTE I FIELD DRILL 13116" DIAL HOLE IN RAFTER PLATE AS READ. FOR PIPE STRUT ATTACHMENT. NU. 70181 STATE OF n !7 BOLT SCHEDULE C]NN, QTY. SIZE _ _ A E�1/2' X 1 1/4' HW5532 B 9 3/4' X 2' HW5537 i C 11 3/4' X 2 1/4' HW5602 D 11 3/4' X 2 1/4' HW5602 E 8 3/4' X 2' HW5537 F 10 3/4' X 2 1/2' HW5538 P 2 3/4' X 1 3/4' HW5536 Q 2 3/4' X 2' HW5537 NOTE: ALL BOLTS TO BE HIGH STRENGTH WITH NUT AND WASHER, CONNECTION 'A' REQUIRES WASHER ❑N EAVE STRUT SIDE ONLY, NOTE, L THE HIGH STRENGTH BOLTS & WASHERS SPECIFIED FOR USE AT THE COLUMN & RAFTER CONNECTIONS CONFORM=TO:: A,S,T.M. SPECIFICATION A-325, THESE BOLTS MUST BE - TIGHTENED BY THE 'TURN OF THE NUT' METHOD AS DESCRIBED IN SECTION 5(C) OF THE A.I.S.C. SPECIFICATION STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS 2, ALL BOLTS TO BE HIGH STRENGTH WITH NUTS AND WASHERS. EXCEPT CONNECTION 'A' REQUIRES A WASHER ON THE EAVE STRUT SIDE ONLY. 3. ALL DEPTHS SHOWN ARE WEB DEPTHS ONLY AND DO NOT INCLUDE FLANGE THICKNESSES, 4, FLANGE BRACES ARE 1 3/4' X 1 3/4' X 14 GA, ANGLE ALL FLG. BRACES ARE LOCATED ON BOTH SIDES OF THE FRAME UNLESS NOTED OTHERWISE. PEAK PURLIN IS FLANGE BRACED ON ONE SIDE ONLY. FRAMES AT BLDG. ENDS REQUIRE FLG. BRACE ON ONE SIDE ONLY. 5. RIGID FRAME RAFTER PART NUMBERS ARE LOCATED ON THE TOP FLANGE OF THE UPHILL END OF THE RAFTER. 6, RIGID FRAME COLUMN PART NUMBERS ARE LOCATED ON THE OUTER FLANGE AT THE TOP OF THE COLUMN, 7. DIMENSIONS SHOWN ON CROSS-SECTION ARE MEASURED AT THE COLUMN BASES ONLY. THE WIDTH MEASURED AT THE EAVE CAN BE WIDER DEPENDING ON COLUMN OUTER FLANGE THICKNESS CHANGES, B. RIGID FRAME IS SYMMETRICAL ABOUT CT, R. LINE F-112 0976 x+�A bTTAW-1V DAB`[. (-1 �xf� m II RMQ 1.111212, SIMI, BUILDINGS, INC. T`R'LLKt51— -�i'TF-� 2929 INDUSTRIAL. AVE, 619A 1.2114/23 FORT MVERS, FL.ORIDA SHtLT �i1.IM11ER +3901 5 OF 5 P PERMIT 112/14/2 PERMIT 11./15-/?1 _OBA RMQ ISSOE- -RrVISION� DATE DY 1 CUSTOMER DUSTIN McGRATH PROJECT RESIDENTIAL_ AACCESSORY NAME BUILDING IIcSf,RIPTION 1 FRAME_ CROSS SECTION" ENDVOJALL „R" ELEVATION PIPE STRUT DETAIL