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2279 Seminole Rd Unit 5 RES18-0124 Garage DoorOWNER:ADDRESS:CITY:STATE:ZIP: STIMLER JOHN E 2279 SEMINOLE RD APT 5 ATLANTIC BEACH FL 32233-5947 COMPANY:ADDRESS:CITY:STATE:ZIP: HOME SERVICES BY MCCUE OF NORTH FLORIDA 981 11TH AVE S JACKSONVILLE BEACH FL 32250 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 168345 0275 SECTION LAND JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2279 SEMINOLE RD UNIT 5 RESIDENTIAL ALTERATION RESIDENTIAL Renewed 8/27/2021: replace garage door $2298.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PERMIT RENEWAL 455-0000-322-1000 0 $15.25 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 45500003221006 0 $50.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 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 permits required from other governmental entities such as water management districts, 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 4/4/2018 PERMIT NUMBER RES18-0124 ISSUED: 4/4/2018 EXPIRES: 2/28/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 STATE DBPR SURCHARGE 455-0000-208-0600 0 $2.00 STATE DCA SURCHARGE 45500002080700 0 $2.00 TOTAL: $166.75 2 of 2Issued Date: 4/4/2018 PERMIT NUMBER RES18-0124 ISSUED: 4/4/2018 EXPIRES: 2/28/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $65.25 RES18-0124 Address: 2279 SEMINOLE RD UNIT 5 APN: 168345 0275 $65.25 BUILDING $15.25 BUILDING PERMIT RENEWAL 455-0000-322-1000 0 $15.25 BUILDING PLAN REV RESUBMITTALS $50.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 45500003221006 0 $50.00 TOTAL FEES PAID BY RECEIPT: R16896 $65.25 Printed: Friday, August 27, 2021 9:41 AM Date Paid: Friday, August 27, 2021 Paid By: STIMLER JOHN E Pay Method: CREDIT CARD 503433342 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16896 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION ss1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD tj if ATLANTIC BEACH, FL 32233 X913»/ INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0124 Description:replace garage door Estimated Value: 2298 Issue Date: 4/4/2018 Expiration Date: 10/1/2018 PROPERTY ADDRESS: Address: 2279 SEMINOLE RD UNIT 5 RE Number:168345 0275 PROPERTY OWNER: Name: STIMLER JOHN E Address: 2279 SEMINOLE RD APT 5 ATLANTIC BEACH, FL 32233-5947 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: HOME SERVICES BY MCCUE OF NORTH FLORIDA Address: 981 11TH AVE S JACKSONVILLE BEACH, FL 32250 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. A notice of Commencement is only required for work exceeding an estimated value of 2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. s--L r, J,_ City of Atlantic Beach APPLICATION NUMBER rjS r Building Department To be assigned by the Building Department.) 5t. - 800 Seminole Road Q..,L C I ^0 ,)C.IowAtlanticBeach, Florida 32233-5445 J litPhone(904)247-5826 • Fax(904)247-5845 I ort»'' E-mail: building-dept@coab.us Date routed: ` WI l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: c. `C S+2.trik(,&'L 9-d• I S _Departro,ent review required Yes/ No c Building t/ Applicant: k( r'r t SP–(l/l ik(.CL(Q —Planning oning Tree Administrator Project: i" Va C k_ p411_, AZ6( Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt DateofPermitVerifiedBy Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 1/Approved. Denied. Not applicable Circle one.) Comments: BUILDIN e PLANNING &ZONING Reviewed by: n/)1 - Date: 3)a9/2-P TREE ADMIN. Second Review: Approved as revised. Denie .pp Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 F OFFICE CL Building Permit Application Updated 12/8/17 r . :City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: tg7` Se-m1Jro/t R4 Permit Number: 12'L ' ib13L{ Legal Description AG- '2l a 37- 5 - D.9 . 13 RE# )6,11_3(t3 —©a-7S Valuation of Work(Replacement Cost)$ pip 7 oe Heated/Cooled SF Non-Heated/Cooled Class of Work(Circle one): New Addition Alteration Repair Move i-••• PooWindow/Door Use of existing/proposed structure(s) (Circle one): Commercial Residential If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No 0 Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: 6ctejtv- ocior Pcplace... Florida Product Approval#530. /4 for multiple products use product approval form Property Owner Information Name: Q j%f 1)7/' Address: aa-?Q Scm !Yb/e_ / d City /-tsnrl: j3P#h State L Zip 3;a3 Phone 1(L/ — 60-2- 737-2, E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Com an : t..,, - L. //Qualifying Agent: ,A,/;lel, ,/cGbe Address iq /7 •VAS City dILC ,loet.,/ :< ,ate FL Zip 3p2...54=3OfficePhonr5j- -.36,6,2 Job Site/Contact Number ' ri .- if :r - s State Certification/Registration#R-z..'/fO.'1 E-Mail 0(7/2-.,o_(4.) rev, 9(34. ('nyli Architect Name&Phone# -‘•-!---_.- Engineer's Name&Phone# Workers Compensation (G-4il/clam d 750 Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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 permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 • ' TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. C) _. Signature of Owner or Agent) ature of Contractor) aincludingcontractor) 7edaswornto(or affirmed b45 meth'day of Si ned and sworn tof.(or affirmed)`•efore me this day of 2.,,,, ,by /O hn 3 .. t c.r r e(t ,by h 6 it C-Si4Wir Signa r of Notary) s/Ma/w IIMIWV kill/pb" SHERRI L STEPPpvp ersonall Known OR /A' ' RTINA JAMES-AUGUSTIN Personally Known OR r.: ss "'_ i`„"= Notary Public-State of Florida Produced Identification = MY COMMISSION#GG97184 [ ] i.„. .0 • Commission # FF 994782 Produced Identificati. : ilk.y._ yam Q,: My Comm.Expires May 31,2020 Type of Identification:EXPIRES March 14,2021 Type of Identification: •,.FOF ,. n. OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Ja4n. 5r-4, /#-f Permit # if2S f8_o 1241 Project Address: 2 7q 5 minDf R d As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide Product approval may be obtained at:www.floridabuildin .ork Category/Subcategory I Manufacturer Product Description I Limitation of Use State#Local# A.EXTERIOR DOORS 1.Swinging 2.Sliding 3.Sectional A our/. m otae- do."' 6-30(). I 4.Roll up 5.Automatic 6.Other B.WINDOWS 1.Single hung 2.Horizontal slider 3.Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action OFFICE COPY 2.Other Category/Subcategory Manufacturer Product Description Limitation of Use State#Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify • e of i erent components other than the ones listed in this document must be approved by the Building Official. Contractor Name) ((Paint Name) Mi, 11 fte ign e) Company Name: HO A Mailing Address: elf l {ill" City: V a.f.14n VIG State: 'Pl.. Zip Code: 3/? fj D Telephone Number:(qa4) 5 9 6 -36(' Fax Number:( ) Cell Phone Number:(qoy) 9.30 - a 359 E-mail Address:,))/ce atorf 901.41m407 01:43 kVA,CITY OF ATLANTIC BEACH 800 Seminole Road it ,*ro Atlantic Beach,Florida 32233 1:,Lti,'' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Dateal/iO 1( Revision to Issued Permit Corrections to Comments Permit# a -0/0 Project Address a? 7 q S error;pole_ F 4 M 71 Contractor/Contact Name LA)7e____ Le-ye-re.71-7- Phone q011-VO- X 59 Emailage_ 40 -,5 90f.Com Description of Proposed Revision/Corrections:Permit Fee Due ', cd-0 0 Adie(' G" war— 7`"0 G.,,, ch c -{-e ;1-7G1 tvfi ct! ide141 *Code, Additional Increase in Building Value $ Additional S.F. By signing below,I Like.- Layece-Pr- affirm the Revision is inclusive of the proposed changes. printed name) L. O 61/04$' ignature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only) Approved )T Denied Not Applicable to Department Revision/Plan Review Comments cn /erc T IU ,Di / " up 8 ? iv I-7-ev--- De rtment Review Required: n Slilding P anning & Zoning eviewed By Tree Administrator Public Works y Public Utilities 1-2C- 01 Public Safety Date Fire Services Permit Inspections City of Atlantic Beach Permit Number: RES18-0124 Description:replace garage door Applied:3/29/2018 Approved: 3/29/2018 Site Address: 2279 SEMINOLE RD UNIT 5 Issued:4/4/2018 Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:STIMLER JOHN E Parent Project: Contractor:<NONE> Details: LIST OF INSPECTIONS SEQ SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS ID BUILDING FINAL Mike Jones Notes: WINDOW DOOR INSTALL Mike Jones Notes: 4/6/2018 4/6/2018 WINDOW DOOR Rick Bell FAILED NO FEE FINAL Notes: early AM inspection requested,please call before inspection Duke 904-930-2359 Did not meat wind code Zone d end zone 30' Did not meat wind code Zoned end zone 30' Printed:Tuesday, 11 February,2020 1 of 1 TWIT REVISION BP# gE / -o l.0 y W DATE y !?v /-7dlk SIGNED M7y______ 14GA DURASAFE 13 W GALT. CENTER HINGE ATTACHED OLGACOMMERCIALTOPROLLER3'x 20STRUT V/(1)1/1•x 3/4• BRACKETTATTACHED ATTACHED LEX HEAD SCREWS J W BOTTOM BRACKET V/(3)L2'%3/1• 0 V/(2)LSI'x 3/Y HEX HEAD SCREW HEX HEA SCREWS 3'x 20W STRUT AT7ACNED V/( ESI 1/1'X 3/A' L LEAD SCREWS C 131M1=111111 ADJUSTABLE SLIDE BRACKET SPECIFICATIONS AND NOTES TTACIED V/(2)5/16'X 3/Y J•x20 GA STRUT CARRIAGE BOLTS AND NUTS ATTACHED 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED 70 THEV/(2)1/4•x 3/Y VERTICAL TRACK,FROM THE TRACK THE LOAD IS TRANSFERREDP, . HEX HEAD SCREWS7 TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER 2.10-BALL STEEL RECEIVES NO PORTON OF THE LOAD TRANSFERRED FROM THE DOOR. 2'10-BALL STEEL 5'(MIN)STEM ROLLER 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: 5•(MI10 STEM ROLLER I1'ZXIIMICAIMMIMIWV/7/16'RETAINER FOt +204.8 LBS/FT & -232.8 LBS/FT V/7/16'RETAINER FOR NON-THREADED SHAFTS NDN-TFREADED SHIFTS Iv 3.DOOR AND HARDWARE HILL BE DESIGNED.MANUFACTURED AND INSTALLED KITH STANDARDS AS SET FORTH BY DASMA. 4.DOOR SECTIONS SHALL BE 27 GA.(.016)MIN.EXTERIOR SKIN TYPICAL TOP FIXTURES I 1 TYPICAL BOTTOM BRACKET®ROLLED FORMED,W/BAKED ON POLYESTER FINISH N.T.S. 1J TYPICAL DURASAFE CENTER HINGED N.T.S. N.T.S. 5.DOORS UPTO 7'0•HIGH CONSIST OF(4)SECTIONS AS SHOWN USE(2)3'20GA STRUT PER SECTION 6.DOORS UPTO 8'O•HIGH CONSIST OF(5)SECTIONS AS SHOWN USE(2)3.20GA STRUT PER SECTION 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED 0 3'x 20G4.STRUTT ATTACIED / BY A REGISIRED PROFESSIONAL ENGINEER FOR WIND LOADS V/2) A x 3/1• INDICATED ON THIS DRANG IN ADDITION TO OTHER LOADINGS. LEAD SCREWS IB• I 11 1II III II1 II A 11 14GA. ASAFE END HINGE ATTACHED I/4•x 3/1• HEX MEAD SCREWS5 jj21' I I -7 l MI; , WTFJTIOR OF GARAGE 3'x 20GA 11110/(2) l 8 S MAX MTh 16'0" STRUT 5.0404)STEN ROLLER t1 B V/7/16'RETAINER FOR A NON-THREADED SHAFTSZ1 B'0' IB' 5' JAMB DE9(]N LOADS I I I I I I 5 14W IXIRASAIE 1—7 V ROLLER CARRIER ATTACHED 23215 18s/FT SEE NOTES 1 8 2 I - _ V/(3)l/4•x 3/4• 2328 IJBS/FT 18'I©Oji 27•HEX HEAD SCREWS 5. -11111111111111111111111=F1 IIMI --- --- TYPICAL DURASAFE END HINGE /1 IF N.T.S. 21'pppp zl KY COMM OF 1} AE1L906 I DAB BT 2)1/4'x 3/4' A MD CUM 5-07-13 FIR SEE TABLE 2 A MEAD SCREWS ON PAGE 4 mN I ILII//// AalIMEXIIRMAXSIZESHE/j{ / 'i 16'MIIII i6'x 14' a%`P,S l'......E(4 e.' o=it SECTION HEIGHT SECTION HEIGHT 3•x 206 DESIGN LOADS PSF W E -.-.... NSC %i. e INSIDE ELEVATION STRUT 29. 1111111111111 1PSF ^`` No G 4E571 • N.T.S. STRUT CLIP TEST 2 LEST LOADS j 17 aq,, 384 PSF i.- ii l /:EC=a TYPICAL TOP STRUT ATTACHMENT® 43.7 PSF h rt c 1)5/1B'SA..1-5/0• N.T.S.7,N ,-•n. A• TAs E OF . 41 LAG BOLT ATTACHED TO JAMB 2%6 STP OR 57'F r L•` O t7. •" C•••\\ 'E AT EA.JAMB BRACKET NO.2 DR BETTER) E2 s° sslJ -, A0 V FL .":,r,,:41`.1:01"‘,,( A . SVP uaxnNNG iii W/FLEXIBLE SEAL THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE A ( SUPPLIED BY INSTALLER)Iff PROCEDURE DESCRIBED IN ASTM E330 AND DASMA 108. THE PRESSURES SHOWN l_ 1. -17_ONON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING g1 / .1 /.r. 20 W GALV.sTm PARAMETERS(5 FEET OF DOOR WIDTH IN THE END ZONE, ROOF AT ANY SLOPE): 165 CARRIAGE COURT W NSTION A E„.N.C. 2„m W V NwR1vM TI, 1F END STILE MODEL #1500 STRATFORD 3000I WINO SPEED (MPH) 168 152 145 138 133 MODEL #1200 HERITAGE 3000 1H•DIA MODEL #1550 OAK SUMMIT 3000 BELT RETA)NLx EXPOSURE LEVEL B C C D D SHORT. LONG, FLUSH & OAK SUMMIT PANELS 1)PER ROLLER 2'GALT.STEEL TRACK MEAN ROOF HEIGHT 30' 15' 25' 15' 25' SIZE DRAIN eY ER DAB 07/30/12 CROW N1IER TRACK THICKNESS.063' TRACK MOUNTING DFTAII B aioner DAT IRC-1516-130-15 N.T.S. NEI 1 OF 4 JOB COPY PTI NAL SHORT AND LONG PANEL GLAZING LAYOUTS GLAZING MEETS ASTM E1300-04 I a I 1 I TOP SECTION CD 3'20GA STRUT AT TIE TDP OF TOP SECTION S 6 — 4 ATTACHED V/(2)VA'x 3/1• l . . bq- f HEX HEAD V/I2) 4' EACH END STILE V/(2)L4'x 3/4'NE%HEAD SCREVS AND CI)STRUT CLIP AT EACH CENTER STILE 1 1 1 3/0'(1500{1550 I h INTERMEDIATE SECTION 2'0200) 2T A TT RI(1Q 3K1II 11500 1 1550) i 13 GA COMMERCIAL 24 W E%TERIOE SKIN 0200) POD T) 3/4'(CXO! T00 1/4'x 3/4'HEX HEAD SCREVS V ADJUSTABLE SLIDE BRACKET ATTACHED 4 r , V/(2)1/4'x l2'BdT AND NUTS 1-,/////////. lo•/// J ///a; / /////// 1'8 ' 1. e- TOP SECTION H. 27 GA INTERIOR SKIN N4O d 8 c 2/4222 i' • //5://5:////4%<%i l ////////,' . ////////i-CFC-FREE EXPANDED POLTSTTR6E INSULATION 0:8: R•5.73.U.0.17 1•.4; b 1 I 1 g N..,. 11)3'RICA STRUT AT THE BOTTOM NV,, OF EACH SECTION ATTACHED V/(2)1/4'x 3/4' 1HEY HEAD SCREVS AT EACH STILE INTERMEDIATE SECTION END HINGE GLAZING OPTION CROSS SECTION A o ""`" IN A KMDA211D SAF, MS Off RU i/1 GLAZING NOT AVAILABLE IN VINO-BORNE DEBRIS REGION BbBBB• N: ATTADED Vial I/4'z SCREVS AT EACH N4DSr1 i.E Derfrane K\* DI UV OME CPIII NA PROEMVECTIS MA KSZE > rn vw,,,,SL.SHF( F,,, g Ni: vi(z)va•:3/1•HEX HEAD SCREWS r ::..t.-•; ER g•,9 r l++4 AT EACH CENTER STILE Of Da SSB DAM a O, ,...• 6: CES2B PSF S d E 3`—•: • 00485 •• • i 8 iii r 28.1 Pg =` may+ fl .1t...ii0:•• L'J TEST LOADS JC 1 J-T ?OCR 38.4 PSF 9 0.. E d • II;r P STEP/LIFT HANDLES ATTACHED Pi 43.7 Pg SOW yb'•O- STATE OF •: 4/-A4 i!vim vi-z o z z iiz c(i -n)AIMIIID E RAZE MG 1190E S-w `1s'r•.:-0 R%,,..-,,,Z..•, -'.. BOLTS AND V4 X 20 NUTS R 46 R SECTION B—B s. FL' Orss/0NAl Le. , 1v 1 0! O 3'20GA STRUT STACKED IN BOTTOM BRACKET N N 13 GA BOTTOM BRACKET 1 A ATTACHED VAR)1/4'x 3/4' ATTACHED V/(4)1/4'X 3/4' IPA ' HEX HEAD SCREVS AT EACH STILE ND(HEAD SCREVS.I'V 18-1/8' 38-1/8' CONT.ALUN EXTRUSION I V/CORR.VINYL ASTRAGAL OI16SCARRIAGECONTUINST -SALEM,N.E. 27105 WVINAW OI D 3000 SECTION A-A (SIDE VIEW) I0-5/8' 10-5/8'1MODEL #1200 HERITAGE 9000 N.T.S. MODEL #1550 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS ME CRAM RT RA DATE 07/33/12 CRAMS MASER SNORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL B BEDS BT DATE IRC-1516-130-15 NTS. N.T.S. HET 2 6 4 WOOD JAMB ATTACHMENT TO STRUCTUREtX6VERTICALIAMBATTAFHMFNTTOVf10DFRAMESTRUCTURE SPLICE TRA(x5 AT THIS LOCATION 5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 24'O.C.(1 1/2'EMBEDMENT) W/(4)1/1'-20 TRACK SCCA Bq.TS&NUTS 2 X 6 VERTICAL JAMB ATTACHMENT In 7.000 PSI CIINf.RFTF SECURE TO JAMB MTH(3)5/16' lS . 1-5A' HILTI KWIK BOLT 3/8' X 4'STARTING 6' FROM ENDS TEEN 24'O.C.(2 1/2'EMBEDMENT) I LAC REBOLTS HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 20'O.C.(1 1/4'EMBEDMENT) ITW/RAMSET REDHEAD(TRU-BOLT)3/8'X 4' STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO 1101 I OW C-90 BLOCK SIMPSON 1/4'X 3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS 3'APART)AT 16'O.C.(1 1/2'EMBEDMENT) HILTI 1/4'X 2-3/4'KVIK-COI II+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF i FASTENERS(3'APART)AT 16'O.C.(1 1/4'EMBEDMENT) 5 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BI OCK(2000 PSI GROUT) HILTI SLEEVE ANCHOR 3/8'X 2-3/4' STARTING 6'FROM ENDS THEN 24'O.C.(1 1/4' EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) S I! LASS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH IgUNTING SURFACE. SPLICE) PREPARATION OF WOOD JAMBS BY OTHERS 12 GA.C.N.N.STEEL Cy(JAMB BRACKETS WOOD CONCRETE 1 HOLLOW BLOCK GROUTED BLOC TRACK S W/(1) BOL/ 4-20 STRUCTURE STRUCTURE STRUCTURE TRACK PUCE BOLT&NUT 2 STRUCTURE D III5 J J >W C IB11I2.MI 2 3/4'MIN 1-1/2'MIN I 2X6 JAMB TYP. dpi 3'MIN TRACK CONFIGURATION FOR 6.6'UP TO 14'TALL DOORS(SEE TABLE I) N.T.S. TABLE DOOR1 TRACK ATTACHMENT H SPLICE AAT A B C 4617 .35 211 . 044w_:.E ..J.F._ G -. - , 6., li 7'6" 3.5 21" 42" 63" 82,1 11 le A NSCAPTO110 B5ICIG DAXSIZE ,T, 14SS5- 07--1 BRI'A /BCfD SA1116 5-07-0 BY 89 1 •3.5"5., 21 42" 63" 84" 100" 0— %QI 16'. 4' ^ A,,,,'' 0't SNEi.„,,,y 8' 3 5" 21" 42" 63" 88" DESIGN LOADS •` o',;V•'GcFNS"'4 ' 25.6 PSF ••'s •" :' \' ••• 9'6" 3.5 21" 42" 63" 84" 106"-i; J dr zB.,P5F c as 10' 3.5" 21' 42" 63" 84" 105" 112" Alf Ill Air ,..„ TEST DS 14,`,-r' i i Q. 10'6 3.5" 21" •42" 63" 84" 105" 118',,, I 117 PSP F ` I1 sTnTE of r°(u 11' 3.5" 21" 42" 63" 84" 105" 124" III s= t IUP tit'.` R =3 11'6": 3.5" 21" 42" 63" :84"_ 105° 130"FL '`o/oN L ° 12' 3.5" 21" 42" 63" 84" 105" 126" 136" IB'c• „ 126 3 5' ,2.1" 42 63" 84; TABLE 2 Section Center Stile Max Design Section Center Stile Locations Max Design Panel Type Locations Loads Allowed Panel Type ( Measured from Left Edge) Loads Allowed Width 1st 2st 3rd Positiee Negitive Width 1st 2st 3rd 4th Positiee Negitiee ft) in) (in) (in) (PSF) (PSF) (ft) in) (in) (in) (in) (PSF) (PSF) 10'0 Short 48.41 71.59 34.3 39.0 14'0 Short 57.76 84.00 110.11 29.2 33.2 E,10'0 Long 30.00 60.00 90.00 40.9 46.5 14'0 Long 58.63 84.00 109.38 29.2 33.2 ir' 10'70 Oak Summit 30.63 60.00 89.38 40.9 .46.5 =;94'0-Oak Summit 57:31 84.00 110.69 . _29.2 . 33.2 12'0 Short 48.81 72.00 95.19 34.1 38.8 14'2 Short 58.85 85.00 1 11.41 28-9 32.8 12'0 Long 49.63 72.00 94.38 34.1 38.800 1012'0 Oak Summit 48.31 72.00 95.69 34.1 38.8 14'2 Long 59.17 85. 00 110.83 28.9 32.8 12'2 Short 40.64 73.00 96.36 33.6 382 '-. 14'2 Oak-Summit 58.06 85.00 111.94 28.9-. 32-8 12'2 Long 50.08 73.00 95.92 33.6 38.2 14 4 Short 59.16 86.00 112.71 28.5 32.4 T12'2:.,Oak Summit 49.06:73.00 :96.94 33.6., '38.2 14'4 Long 60.17 86.00 111.83 28.5 32.4 12'4 Short 50.64 74.00 97.36 33.2 37.7 14'4 Oak Summit 58.81 86.00 t13.19 , 28.5:- 32.4 12'4 Long 51.08 74.00 96.92 33.2 37.7 14'6 Short 59.86 87.00 114.01 28.2 32 1 12'4 Oak Summit 49-81 74.00 98.19. 33.2 .37-7 . 14'6 Long 61.17 87.00 112.83 28.2 32.1 12'6 short 50 67 75.00 99 33 32.7 37.2 14',6 Oak Summit 59.56 87.00 114.44 28.2 32.1 12'6 Long 51.17 75.00 98.83 32.7 37.2 14'8 Short 60.56 88.00 115.31 27.9 31.7 12'6 -Oak Summit 50:56`75.00- 99:44- -•32.7----37.2 14'8 Long 44.81 88.00 131.19 27.9 31.7 12'S Short 51.67 76.001100 33 32.3 36.7 14'8 Oak Summit 60.31 88.00 115.69 27.9- `31.7 12'8 Long '52.10 76.00 99.90 32.3 36.7 14'10 Short 61.26 89.00 116.61 27.6 31.3 12'-8-Oak Summit 51.31 76.00•100.-69 -32.3•- --36.7-- 14'10 Long 45.60 89.00 132.40 27.6 31.3 12'10 Short 52.25 77.00 101.75 31.9 36.2 _14'.10.Oak Summit 61.06 89.00 116.94 - •. `-27.6 -'31.3 12'10 Long 53.10 77.00 100.90 31.9 36.2 15'0 Short 61.94 90.00 11/94 27.3 31.0 412,10 Oak'Suminit 52.06.;,77.'00 301-94 ;31.9. "36.2 15'0 Long 46.60 90.00 133.40 27.3 31.0 13'0 Short 53.00 78.00 103.00 315 1 35.3 ,;15'0.. Oak-Summit 33.63 90.00 146.38 21,7 24.7 1 13'0 Long 54.10 78.00 101.90 31.5 35.8 15'2 Short 62.66 91.00 119.21 27.0 30.6 13',0-,Oak Summit 52.81. :78.00.103:19 '.31:5 i:35.8 15'2 Long 47.60 91.00 134.40 27.0 30.6 13'2 Short 54.00 79.00 104.00 31.1 35.3 '15'2".Oak Summit 34.13 91.00 147.88 •- 21.6- 24.5 13 2 Long-. 55.10 79.00 102.90 31.1- 35.3 1 y 4 Short 53.60 /9.20 1(14 80 130 40 26.7 311 3 1312 Oak Summit 53.56 79.00-104.44 31:1'- -35.315'4 Long 47.25 92.00 136.75 26.7 30.3 v [1U6 a REASONS DATE Br 13'4 Short 54.x0 80.00 105.x0 30-7 34° A loom aemc 5-85-0 Ra 15'4 Oak.Summit 34.63 92.00 149.38.21.4, 24.3 13'4 Long 54.90 80 00 105.10 30.7 34.9 1_ 13'4 Oak Summit 54.31 80.00.105.69 30.7 34.9 15'6 Short 46.6"L 93.00 139.38 26.4 30A u6x%S14 r4 "Lt, Stij•" 4e 13'6 Short 55.40 81 00 106.60 30.3 3x.4 15'6 Long 47.60 93.00 138.40 26.4 30.0 7., t'..*::,,... (/ y1 i, ai 13'6 Long55.90 81.00 106.10 30.3 34.4 15'6 Oak Summit 47.42 93.00 138.58 . 26.4.. 30.0 DESIGN Lows e . sl,..;,)..'',. ,..‘ GEMSF..r0--32 13'6 Oak Summit 55.06 81.00 106.94 30:3 34.4 15'8 Short 47.62 94.00 140.38 26.1 29 7 29.6 PSF 43579 '. .H 13'8 Short 56.40 82.00 107.60 29.9 34.0 15'8 Long 48.60 94.00 139.40 26.1 29.7 TEST LOADS t; 5'.8 Oak Summit 48.02 94.00 139.98 26.1 '!29.7'' STL AD 9•• A(t1'F ..x 13'8 Long 56.63 82 00 107.38 29 9 34.0 43.7 PSF 51.%7y. 13',8` Oak Summit 55.81 82.00 108.19 29.9,, 34.0 15'10 Short 48.62 95.00 141.38 25.8 29.4 trrV, STA1TE OF :tF 13'10 Short 57.16 83.00 108.71 29.6 33.6 15'10 Long 49.17 95.00 140.83 25.8 29.4 e •s L.- AnP:,- LL 13'10 Long 57.17 83 00 108.83 29.6 33.6 ,15'_10 Oak Summit 48.62 95-00:141.38 25:8 - 29.4 w 5", ,n v•s% 2 13'10 Oak Summit 56.56 83.00 109.44 29.6 33.6 16'0 Short 49.62 96.00 142.38 25.6 29.1 4' 2F1- 11'4- 1(4E.12 ; FL si;A;NI f5 :• 16'0 Long 50.60 96.00 141.40 25.6 29.1 I(/ LUry N 16'0 -Oak Summit 48.42 96.00 143.58 25.6 29.1. 17 V 165 CARRIAGE COURT VINSn11-SNLSN.NC 27195 VINANARRON MODEL 01500 STRATFORD 3000 MODEL #1200 HERITAGE 3000 MODEL #1550 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS 93 MUT RA DAIS 71/30/11 'MAW MIEN B ac0®9T 061 IRC-1516-130-15 HET 4 Cr 4 KCV IIVIv BP# ReS1 ?r -012V DATE SIGNED 1 BOA.DURASAFE 13 GA.MIN)DALV. CENTER HINGE ATTACHES CDINERCIAL TOP RaLFR 3'x 20 GA.STRUT V/(4)1/4'.3/4' BRACKET ATTACHED ATTACIED HEN HEAD SCREVSIIIV/(3)L2'X 3/ 1t K.V/f71 VI'x 3//' 13 GAATTACHED V/0.0BRACKETEXHEADSt 3 HEX HEAD SCREVS 3'x 20GA.STRUT AT% HEAD SCREVS/, % J/H MliillADJUSTABLESL10EBRACKET SPECIFICA710N5 AND NOTESTTACIEDV/Q)S/16'X 3/4' O 3'x20 GA.STRUT CARRIAGE WETS AND NUTS ATTACIED V/(2)1/4'x 3/4' 1.ALL THE LOAD FROM THE DOOR IS D NOTEERRED TO THE HE%HEAD scREvs 1111.11111113 a VERTICAL TRACK,FROM THE TRACK THE LOAD IS TRANSFERRED IIIIIIINIMICIImmol TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER 2'ID-RALE STEEIIII 2.10-BALL STCEL RECOVES NO PORTK)N OF THELOADTRANSFERREDFROMTHEDOOR. s•alw STEN ROLLE2'( NIw STEN ROLLER 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:V/7/16'RETAINER FOIQ V/7/16'RETAINER FDt +204.8 LBS & -232.8 LBS/FTHW-THREADS sH,vTv NON-THREADED SHAFTS 3.DOOR AND HARDWARE WILLBE DESIGNED.MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. TYPICAL TOP FIXTURES 4.DOOR SECTIONS SHALL BE 27 GA.(.016)MIN.EXTERIOR SKIN N.T.S. O TYPICAL BOTTOM BRACKET°ROLLED FORMED,W/BAKED ON POLYESTER FINISHTYPICALDURASAFECENTERHINGENT.S. 5.DOORS UPTO 7'0•HIGH CONSIST OF(4)SECTIONS AS SHOWNNIS. USE(2)3.20GA STRUT PER SECTION 6.DOORS UPTO WV'HIGH CONSIST OF(5)SECTIONS AS SHOWN USE(2)3'20GA STRUT PER SECTION 7.SUPPORTING STRUCTURAL EL.E)IENTS SHALL BE DESIGNEDO3'x 2DW STRUT ATTACIEO BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS V/(2)1/1'x 3/1• — INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. El FEB NFJ1D SCREVS B' ,D ili ili f[i ii A E A.DURASAFE 5 7..-11...... .... ,-- END HINGE0/4 AT 3ACKD tli( 1111C-1 REX MEAD SCREWS 21' I:IIMI_INI ISI r INTERIOR OF GARAGE5• I 3' 206A. 2'1STEEL S'(NININ)STEM ELLER MAX WIDTH IWO' fSTRUT '‘. 1.1 ..1111 •11 V/7/16'RETAINER FOR vimiiiii: NDN-THREADED SHAFTS 5• —tl•0' IIW DURASAFE JAMB DESIGN LOADS I I I I I I I I I I I 1 111111ROLLER CARRIER ATTACHED e LBS/FT SEE NOTES 1&2 V/(3)V1'x 3/4' 232.8 LBS/FT 1 i• 5. © - - 2l•NOG HEAD SCREWS 5' TYPICAL DURASAFE END HINGE° x.N.T.S. 21' 21' l It LEY 0600[16(F IE1t90N5 ME BI' SEE TABLE 2 A LEX HEAD SCREWS 0600[16 OOm OAi11C 547-IJ RR ON PAGE t MAXAINIMEXIIKstzEaTo11e1nI,s SECTION HEIGHTOMNI. a \ .., .....•. /!. ' w SECTIO(HEIGHT 3'K 20G4 DESIGN LOADS `•: ::...Nsl C• O/ 6INSIDEELEVATIONSTRUTWill25.6 PW 55 : No 0,4£5'73 ?'~N.T.S. 29.1 PSF "0: . STRUT CLIP TEST LOADS „ ., yI 1 r,, 38.4 PSF € TZ 1:l ,¢ ziTYPI( 1)5/16'OA..1-S/B' M.S. TOP STRUT ATTACHMENT° 43.7 P6F STATE OF .'i.0 a LAG BOLT ATTACHED TO JAMB y r N/ AT EA.JAMB BRALTGET 2 1 6 SOP OR SPF Y I j' O17` \\ALL NO.2 OR BETTER) w,e•s O L"!•1 .d\,..E .fi S6012000SN%3\\\ vSTOPMOULDINGgFL '46:TEBBi00"8/LE)"SAL > THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THESUPPLIEDBYINSTALLCR PROCEDURE DESCRIBED IN ASTM E330 AND DASMA 108. THE PRESSURES SHOWNIffir N W.4111- I ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 IWTH THE FOLLOWING r 2C7' i i L J F.,0 5 S.S EE PARAMETERS(5 FEET OF DOOR WIDTH IN THE END ZONE, ROOF AT ANY SLOPE): 65 CARRIAGE LURT ylNsa_SA LN,NC 27105 wyANARRm MODEL #1500 STRATFORD 3000 WIND SPEED (MPH) 168 152 145 138 133 MODEL #1200 HERITAGE 3000 10'TA MODEL #1550 OAK SUMMIT 3000 T RETAINER EXPOSURE LEVEL B C C 0 D SHORT, LONG, FLUSH & OAK SUMMIT PANELSI)PER ROLLER 7'CALV STEEL TRACKRRAMPRB DATE 07/10/12 GRAVID 1419112TRACKTHICKNESS063' MEAN ROOF HEIGHT 30' 15' 25' 15' 25' 9E TRACK MOUNTING DFTAN N.,.s. B avow ME IRC-1516-130-15 9Q1 I OF 1 OFFICE COPY PTI NAL SHORT AND LONG PANEL GLAZING LAYOUTS GLAZING MEETS ASTM E1300-04 S a 7_ j// ///.,.,j//A //// j/..j//.. I I I // TOP SECTION A A I III 3'20GA STRUT AT THE TOP OF TOP SECTION HEXA HEAD SCRC VA'x 3/4' HEX HEAD SCREWS AT EACH' STILE L V/(2>1/4'x 3/4'HEX LEAD SCREWS App J d LV . JAND(1>STRUT CLIP AT EACH CENTER STILE I I J' 1 3/9'2508 L 1550) Ts 2'(1200) I I— INTERMEDIATE SECTION 27 GA FXTFRITR SKIM(1500 L 1530) 13 GA COMMERCIAL 24 GA EXTERIOR SKIN 02001 •II TOP FIXTURE 1HEX 5 M TON) 1/4'4' 3/4' TTM x HED HEAD SCREWS hiP•0 ADJUSTABLE SLIDE BRACKET ATTACHED 5 ////// 7OR V/<2)1/4'x 1/2'BOLT AND NUTS y //////// ////////. ' /=-- / /9 / /_/4Oah l lr l 44v 5 Ivi TOP SECTION 27 GA INTERIM SKIN LI 1 CFC-FREE EXPANDED V4 POLYSTYRENE INSULATION POS 6.-s' 84173.110.17 904;• Al 4. I)3'20GA STRUT AT THE BOTTOM AA. H....4 Cr EACH SECTION ATTACHED V/(2)1/4'I 3/4' IT. • HEX HEAD SCREVS AT EACH STILER D2TPRPIEDTATE SfL'TIC]N 1:.HNGE GLAZING OPTION CROSS SECTION K" 2(92187.86 BA>E BT A !DOID VIM 5-07-1 RR kit GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION 11HH,.1)7 20GA STRUT STACKED W HINGES, rms S• / W. ATTACHED V/(3)1/4'x 3/4' TM F CRIONAL Dmo oars MAX SIZE ry ++`;° L. 5WE( ''iHEXWADSCREWSATEACHENDSTILE 5,. 9 _ .,.1..•4 ICH IN PROlECB11 16'%14'a-QJ.C' ij VLV/4)1/4'x 3/4'HEX HEAD SCREWS GEAR n _ 4.4 AT EACH CENTER STILE 32' 1 t:!....V '. ,1 DNA SF BASS 8.44 DESIGN25. LOADS ...6...4.A.... 25.8 PSE ¢ e • 00485 = 5- i n 29.1 PSF We,*• l// H./ Ff4% u Iv LA TEST LOADS s G Ttc_. r( yi36.4 PSF IO)A]//' 3.7PSF ES 1 STATE OF :w3gSTEP/LIFT HANDLES ATTACHED AN HAD 5(,/SRS T' '".:!:."-47%k (-,7-,4".: w9oiVial1/4-20 X 1 7/8 2500-ID Al 201 WOOD FR/DE4v/(z)1/4-20 X z v2 azoo-m MOWED xmL S i r•.C E7 R 1 . 4L'• BOLTS AND 1/4 X 20 NUTS U . % L --.74 •• SECTION B—B E_ '•7 t/ONAS `` •?e I>3'20GA STRUT STACKED ON BOTTOM BRACKET 4"FL '°ATTACHED V/(2>1/4'x 3/4'13 G0.BOTTOM BRACKET H N HEX HEAD SCREWS AT EACH STILE r, ATTACHED V/(4)WV X 3/4' He' HEX HEAD SCREWS.N'N 18-1/8'- 38-1/B' I'CONT.ALUM EXTRUSION V/CONT.VINYL ASTRAGAL 1,'L5 CARRIAGE CART VMSTDHHSALEM.NF.. C01127105vvvRARR ( FCT1ON A-A (SIDE VIEW) ID-s/e'' 10-5/H' MODEL #1500 STRATFORD 3000 N.T.S. MODEL #1200 HERITAGE 3000 MODEL #1550 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS SEE BRAM BT RR DAZE 07/33/12 OR.1ING 10.1182 SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL B DEMO BT OAR IRC-1516-130-15 N.TS. N.T.S. 987 211" 4 OFFICE COPY WOOD JAMB ATTACHMENT TO STRUCTUREcr.,32 X 6 VERTICAL HAMA ATTACHMENT TO VMD FRAME STRICTIARE II ATTHISLOCAnON5/ 16'X3'LAGSCREWSSTARTING6'FROMENDS THEN24'O.C.(1 1/2'EMBEDMENT) t: w,„1/.--20 TRACK SPLICE BOLTS k NUTS 2 X 6 VERTICAL JAMB ATTACHMENT TN?000 PSI FONFRFTF SECURE TO DAUB MiH(]) CE e'DIA.1-S/e' HILTI KVIK BOLT 3/8' X 4' STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2' EMBEDMENT) uG BOLTS HSLTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 20'OC.(1 1/4'EMBEDMENT) ITV/RAMSET REDHEAD(TRU-BOLT)3/B'X 4' STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO HOI LOW C-90 BI CCK SIMPSOI 1/4' X 3' TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS 3'APART)AT 16'O.C.(1 I/2'EMBEDMENT)I III HILT)1/4' X 2-3/4'KVIK-CRF IT. SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS(3'APART)AT 16'O.C.U (/4'EMBEDMENT) HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'SC.(1 1/4' EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) S NAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. SPLICE) KPREPARATION OF WOOD JAMBS BY OTHERS 12 GA.GALV.STEEL EH! ATTACJIED 01(1)1/4' 20 WOOD CONCRETE HOLLOWUT BLOCK GROUTED BLOC441I TRACK SPLICE BOLT&NUT W STRUCTURE STRUCTURE STRUCTURE STRUCTURE a l I 1 1 1--- I I B 1/2'MIN 2-3/1'MIN I-1/2'MIN 4' 226 JAMB A _Ik TYP. 3'MIN 1 TRACK CONF1GURATION FOR 6.6'UP TO 14•TALL DOORS(SEE TABLE 1) N.T.S. TABLE 1 jLW 10 DOOR TRACK ATTACHMENT SPLICE 710 HEIGHT A B C D E F GH S 6'6"_ 3.5" 217. 421, 63" .. ._ 70" 7' 3.5" 21" 42" 63" 76" T 6" 3.5" 21" 42" 63 82" OImo,IAV DESTEM3LTR'1905 DAIS BY 8' 3.5" 21' 42" 63" 88" I'1 DRAWEDDIRKsBTuRR 8'-6" 3.5" 21 42" 63"' 8411 94,. 16xKs14 y4:5RR,, sti-,„A 9' 3.5" 21 42' 63" 84" 100" QI DEZ(AR S .E ,,',x.. 24^ '. N--e..6',,,c P:....... r-9'6"- 3.5" 21" 42" 63" 84'. 106" of a3 •ZA`;•' V sB'1 PDF5. 6 PSE cone ' 10' 3.5" 21" 42" 63" 84" 105' 112" 4 •III d Mt' TES 0 PSF ez'{2• * 11/41 F 10'6 3:5" 21" 42" 63" 84" 105 118" 11 417 PSF is STATE of EW 4 11' 3.5" 21" 42" 63" 84" 105" 124" I I a......„;,...... :C '• P•;2'c 11'6 3.5" 21" 42 63" .84" 105" 130" v,`;5''.w.tsss% ;3 12' 3.5" 21" 42" 63" 84" 105" 126" 136" FL g401c:mitziv a„II r12'6" 3.5" .21"- 42" 63" 84 105" 126" 142" W iTs...trr 13' 3.5" 21" 42 63" 84" 105" 126" 148" 8 :'1 y -G 4 I L6S GARRIAGC[CART VINSTON-SALCM,NG 27105 WVAINIMCUI 13'6" 3:5" 21" 42" 6.3" 84" 105" 126" 147" 154" MODEL #1500 STRATFORD 3000 MODEL AGE 300014' 3.5" 21" 42" 63" 84" 105" 126" 147" 160"MMODEL #1550,# 1200 HERITOAK SUMMIT 3000 SHORT, LONG, FLUSH h OAK SUMMIT PANELS ALL TRACK ATTACHMENT SPACING +/-2' ALLOWED WITH SW OR SPF NO. 2 OR BETTER ONLY I MN BY RB DAT 57/30/12 DUAN MAMA AVAILABLE TRACK CONFIGURATIONS 8 MID BY DAT IRC-1516-130-15 N.T.S v¢r3a4 OFFICE t ar.u4 V TABLE 2 Section Center Stile Max Design Section Center Stile Locations Max Design Panel Type Locations Loads Allowed Measured from Left Edge) Loads AllowedWidth1st2st3rdPositheNegltkeWidth Panel Type 1st 2st 3rd 4th Positiee Negitieeft) in) (in) (In) (PSF) (PSF) (ft) in) (in) (In) (In) (PSF) (PSF)10'0 Short 48.41 71.59 34.3 39.0 14'0 Short 57.76 84.00 110.11 29.2 33.210'0 Long 30.00 60.00 90.00 40.9 46.5 14'0 Long 58.63 84.00 109.38 • 29.2 33.210'.0,-,Oak:Surlmit 30.63 :60,00 89.38 -.:40,9 ..•,46,5 14'0 -Oak Summit 57.31 84:00 110.69. ... .... ..292. '33.212'0 Short 48.81 72.00 95.19 34.1 38.8 12'0 Long ...:49.63 72,00 94.38 . 34.1 38.8. 14 2 Short 58.85 85.00 111.41 28.9 32.8 12'0;''Oak Summit 48;31';72:00 ',95:69 f34i1 38.8 14'2 Long 59.17 85.00 110.83 • 28.9 32.8 12 2 Short 49.64 73.00 96.36 33.6 38.2 14'-2 OakSummit 58:06 85.00 111.94 - " 28.9 - 32.8: 12'2 Long - 50.08 73.00 95.92 33.6 38.2 14'4 Short 59.16 86.00 112.71 28.5 32.4 12'2,-Oak Surntnit-49,06"73.00 96:94i- .33.6- :38.2 14'4 • Long 60.17 86.00 111.83 28.5 .32.4 12'4 Short 50.64 74.00 97.36 33.2 37.7 '°14:4' Oak Summit 58,81 86:00 113,19. 28.5': :.32,4 12'4 Long 51.08 74,00 •96.92 33.2• 37.7 14'6 Short 59.86 87.00 114.01 28.2 32.1 ii 12`4';Oak Summit 4941..74.00._:98:19.:x:33.2 :'.372, 14'6 Long 61.17 87.00 112.83 28.2 32.1 12'6 Short 50.67 75.00 99.33 32.7 37.2 14'6, Oak Summit,59.56 8700 1.1444 28.2 •;_32.1 12'6 Long 51.17 75.00 98.83 32.7 37.2 14'8 Short 60.56 88.00 115.31 27.9 31.7 12'.6 Oak:Summit 50.56 75.00 99.44- :32:7 37.2 14'8 Long 44.81 88.00 131.19 27.9.: 31.7 12'8 Short 51.67 76.00 100.33 32.3 36.7 ;14'8: 'Oak'Summit 60,31 '88.00-115.69 ,.,-.:-[ '27,9--:"31.7 12'8 Long' 52.10 76.00' 99.90 32.3 '36.7 14'10 Short 61.26 89.00 116.61 27.6 31.3 y-12-8:=0ak.Sumrnit 51:31- 76.00•10069 =323?' -36.7. 14'10 Long 45.60 89.00 132.40 27.6 31.3 12'10 Short 52.25 77.00 101.75 31.9 36.2 .14:10.Oak:$ummit 61.06 89x0(8,116.94 .---;- +--27.6' - '31,3 12'10 Long 53.10 77.00 100.90 31.9 36.2 15'0 Short 61.94 90.00 117.94 27.3 31.0 12,10 Oak-Surtiinit 52:06:77,X_ 101.94 .;.31.9;,- )36.2,; 15 0 Long -46.60 90.00 133.40 ' 27.3 31.0 13'0 Short 53.00 78.00 103.00 31.5 35.8 .1,5'-.0..Oak.Summlt 33.63 90.00:-146.38 21.7'" 24.7150Long54.10 78.00 101.90 31.5 358- 15'2 Short 62.66 91.00 119.21 27 0 30.613`0<Oak Summit52.81:7/00, 103:19 -31:5' 358 15'2 Long 47.60 91.00 134.40 -27.0 30.613'2 Short 54.00 79,00 104.00 31.1 35.3 r13'2 Long 55.10 79.00 102.90 31.1 35.3 15'22'C OakSumrnit 34.13. .91:00.:.14288 ' • -> 21.6 e::24.5 15'4 Short 53.60 79.20 114.80 130.40 26.7 30.313'2iiOak Sommit 53.56 79.00-104:44:31;1 35.3^-- 15'4 Long 47.25 92.00 136.75 26.7 30.3 11°b6 MOS WE m13'4 Short 54.40 80.00 105.60 30.7 34.9 - 15',-4 Oak<Sflmniit 34(63:92;017..149,38 21.4 24.3- A It 5613'4 Long 54.90 80.00 105.10 30.7 34:9 15'.6 Short 46.62 93.00 139.38 26.4 30.013'4 Oak Summit 54.31.;80 00..10869 30.7; ,134:9 Max sze tL enee r?e e Long '.47,60 93,00 138.40 26.4 30.0 16':14'15'6 K-=', ted° S114/0-Ne13'6 Short 55.40 81.00 106.60 30.3 34.4 3,o••• ^ie.15'6- Oak`Surimit 47.42 93.00 138,58 - 26.4L__30.0 . W E 41. 4;yGCNSF.•..Cf,,YZe13'6 Long 55.90 81.00 106.10 30.3 34.4 •- oescN LOADS 25.6 P3 ,t, -.43'6- Oak Summit 55.06 81:00.106,94 .30:3;:,--34:4'• 15'8 Short 47.62 94.00 140.38 26.1 29.7 29.1 PSF 6: ,4; 43579 •?.M isE13'8 Short 56.40.82.00'107.60 29.9 34.0 15'8 Long 48.60 94.00 139.40 26.1 29.7 ESY LOADS W 5.'.'•13'.8 Long 56.63 82.00 107.38 29.9 34.0 15';8_Oak Summit 48.02 94.00;139.98 ': 26.1"' :29.7'' 364 PSF : dr 4(14.1 o: sal PSF Tj L = 213:8; OakSummd 5561-82.00 108.19 29:9.: '34.0 15'10 Short 48.62 95.00 141.38 25.8 29.4 STATE OF ''14147 Np13'10 Short 57.16 83.00 108.71 29.6 33.6 15'10 Long 49.17 95.00 140.83 25.8 29.4 4,•'',i...." i13'10 Long 57.17 83.00 108.83 29.6'" 33.6 15'10 OakSurrtmrf 48.62 95.00.141.38,. t"-: 25.8 29.4 S OS •l 0 R t<?•r,S%>' ;3 13'1.0,Oak:Summit,56;56 83.00 109.44 .29.6? 33.6;- 16'0 Short 49.62 96.00 142.38 25.6 29.1 4 FL,114;;;(1"'":c'`'‘‘moi ••%N016'0 Long` 50.60 96.00 141.40 25.6 -29.1 16'0 Oak Summit 48.42 96:00 143.58 25.6 .'29.1 165 CARRIAGE COURT V915TW-SALEM.MG 27105 VVVAMAnLVI MODEL #1500 STRATFORD 3000 MODEL #1200 HERITAGE 3000 MODEL #1560 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS Set 9RAw BY 55 tux 91/30/11 -DRAIN 1uw B atom By OAT IRC-1516-130-15 4711464