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WS-13-2811Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 204592 Permit Number: WS -12 -13 -2811 Scheduled Inspection Date: January 10, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , BARRY UNIVERSITY Work Classification: Door Replacement Job Address: 11300 NE 2 Avenue Pelican Theatre Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360010160 -05 Project: BARRY UNIVERSITY Contractor: J NEWTON ENTERPRISES INC Phone: (877)317 -5854 Isunainsa uevartment comments REPLACE 1 DOOR INSPECTOR COMMENTS False January 09, 2014 For Inspections please call: (305)762 -4949 Page 7 of 20 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re4nspection fee is paid. January 09, 2014 For Inspections please call: (305)762 -4949 Page 7 of 20 e. Miami Shores `Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: %� &0d 4 E and, Pye C EI�%!r DEC 2013 FBC 20 P Permit No. Master Permit No. bjl�,<;5 — Z �� ROOFING. City: Miami Shores County: Miami Dade Zip: st U k Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: p e`l cc-rr n �- OWNER: Name (Fee Simple Titleholder): Phone#: 345. 2qq. �Q `L� Address: WMO W 1W, A6 City: A AKI MdU T State: Zip: 331 'I Tenant/l,essee Name: Phone#: Email: CONTRACTOR: Company Name: eV'NA Ali ` �eS Phone#: "3� La Address: �D :� L®a� Sw r° lsi e Ar ' ,)- City: '�SC C-A L Zip: Qualifier Name: - ` o `C 1 e Ni -Cu,ACAr'N Phone# State Certification or Registration #: c C 1 V� ,Certificate of Competency-* Contact Phone#: Email Address: 1 f njC c,—es. CovNl DESIGNER: Architect/Engincer. bC, �\O�y--,C�C� Phone# �Sl—i V r -. Value of Work -for tlds Permit: $ � ��� � C® Squarw1lnear Footage of Work: � Tune of Wa k! ❑Additinn ❑Altantinn ONew R<eo*/ReDlace ODemolition Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Notary $ Radon Fee $ CCF $ CO /CC $ DBPR $ :-Bond $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ :/ Bonding Company's Name (if applicable) �+� A 1 e Y <* k so C - & k f S C- c>3 Bonding Company's Address 73060 4e fv-NofS 5(AiJ10-r& 101 city NA- &-Y� • La)6es_ state 5-iL- Zip -3 O 1 lA Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WBLLS, POOLS, FURNACES, BOMM, HEATERS, TANKS and AIR CONDITIONERS, ETC..... 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 OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT: ' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s (7) days after the building permit is issued In the sence of such posted notice, the inspection will not be approved ensp en pection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day ofd , 20 1�, by 4aNAqi0n day of beoey n f, 20 , by L ®r't %-A l°��O(, i who is per 1v known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: ^Vf/ Print: IT._ My Commission Expires: APPROVED BY. t )mm Navwbr 12, 2014 rl.taae�rCa Plans Exann . Structural Review (Revised 3 /1212012)(Revised 07/10/M(Revised 06110/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Y C Print: My Commission Ali"' NMI Me - NO of Roft My Cam. &On Aug 5. 2016 Zoning Clerk PAGE 2 of 2 WIND LOAD CALCULATIONS Property: Barry University 11300 NE 2nd Avenue Miami, Florida 33161 Type of work: Replace a pair of 3'0" FR 18ga steel doors and frame with all hardware on main floor east entry of Fine Arts Theater. Basic wind speed: Exposure C, h< 15ft for Dade County V = 175mph. Design Pressure Loading: Use ASCE 7 -10: Where: % = 0.00256 KZKAVZ KZ = 0.85 KZ= 1.0 Kd = 0.85 V= 175mph % = ( 0.00256)(0.85)(1.0)(0.85)(175)2 = 56.64 lb /ft FL# 17501 Date: // ✓ P.O. Box 179, Ft Lauderdale, FL 33302 954- 462 -5573 M1A4VII -DADS COUNTY s PRODUCT CON'T'ROL SECTION DEPARTMENT OF PERMI'T'TING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gff/perai Daybar Industries Limited 50 West Drive Brampton, Ontario, Canada L6T2J4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11LS -18" Outswing Louvered Commercial Steel Doors w/ 16 ga Frames & wlwo Panic Exit Device -LM Impact APPROVAL DOCUMENT: Drawing No "12 -013 REV 1 ", titled "Double & Single LS 18 Outswing Commercial Steel Doors w/ 16 ga Steel frames- louvered assemblies°', sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc, dated 01/20/12; signed and sealed by Walter A. Tillit Jr., P. E,, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. This door is not approved where Air infiltration requirements is needed. 2. This door is not approved where water infiltration requirements is needed, unless complies with overhang requirements per FBC. 3. Min edge distance required for ITW 3/16" Tapcon (item 422) is 2 -5/8" and for Power 5/16 -18 caulk -in anchor is 3 -3/4 ". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Brampton, Ontario and series and following statement "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 10- 0217.04 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned' above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 12- 0216.07 rwasuoi4oE Cou Expiration bate: April 22, 2015 ,,..• • �� Approval Date: May 10, 2012 Page 1 "a bar Industries Limited . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings (transferred from file # 10- 0217.04). 2. Drawing No "12 -013 REV 1 ", titled "Double & Single LS18 Outswing Commercial Steel Doors w/ 16 ga Steel frames - louvered assemblies ", sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by TiIteco Inc, dated 01/20/12, prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. Note: This revision is FBC 2010 notes update only. �. B. TESTS (transferred from file # 10- 0217.04/05- 0620.07) Original test conducted per SFBC PA 201, 202 and 203 -94, now termed as TAS 201, 202 and 203 -94. 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 (except sp# 7 louver) 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant Test, per FBC, TAS 202 -94 (except sp# 7 louver) 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by Hurricane Testing Laboratory, LLC, Test Report No. HTL- 0279 - 0719 -03 dated 07 -16 thru 08 -18 -2003 for specimen 1, 2, 3, 7 & 7EMB, signed and sealed by Vinu J. Abraham, P.E. Note: The above test report has been revised with addendum letters dated Dec 16, 2004 and a revised marked -up drawing issued on 12 -15 -2004 by Fenestration testing lab, signed and sealed by Vinu J. Abraham, R.E. C. ' CALCULATIONS 1. Anchor Verification Calculations, complying w/ FBC -2007, dated 02- 01 -10, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P. E. (transferred from files # 10- 0217.04). D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS I. Tensile Test report No. Job #0279 - 0719 -03, dated March 02, 2004, issued by Q C Metallurgical, Inc, .p or ASTME -8, signed & sealed by Frank E. Grate, P.E.(transferred from file # 10- 0217.04) 2. Notice of Acceptance No. 11-0920.07 issued to Dyplast Product, LLC (Former Apache Products Company) for "EPS- Expanded Polystyrene Insulation ", expiring on 01/11/17. F. STATEMENTS 1. Statement letter of compliance to FBC -2010, dated FEB 15, 2010, issued by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P. E. 2. Statement letter of compliance to FBC -2007, dated January 29, 2010, signed and sealed by Walter A. Tillit Jr., P. E. (Transferred from Fite # 10- 0217.04) 3. Facsimile correspondence dtd Nov. 14, 2005 from DAYBAR, requesting substitution of Stainless Steel in lieu of Galvanneal Steel & BCCO response dated 11/23/05. 4. Statement letter of compliance issued by Hurricane Testing Laboratories, as part of above referenced test report. G. OTHER 1. This NOA revises NOA # 10= 0217.04, expiring 04!22/15. 2. Manufacturer/Distributor agreement between Daybar Industries Limited, Canada and Daybar Southeast Service Center, Key Largo, USA, signed by Mark Dodson and Bob Wolfe, respective officials of the companies. (original in file #11- 052.6) Ishaq I. Canada, P.E. Product Control Examiner NOA No 12- 0216.07 Expiration Date: Approval Date: E -1 SHEET #1 INDEX. COVER SHEET & GENERAL NOTES SHEET #2 ASSEMBLY ELEVATIONS No 1, 2. 3. SHEET 3 ASSEMBLY ELEVATIONS No 7, 7 -EMS. SHEET 3A MAX. DESIGN PRESSURE RATING SCHEDULE (PSO SHEET 4 OPTIONAL EMBOSSED DOOR SHEET CONFIGURATIONS. SHEEP 0 HORIZONTAL SECTIONS A-A & 8 -S. SHEET 6 HORIZONTAL SECTIONS C-C & C'-C'. SHEET 7 VERTICAL SECTIONS 0 -0, E, F. G. H, I AND HORIZONTAL SECTION J-J SHEET 8 MODEL 1500 -A AN LOWER DETAILS. SHEET FRAME SECTIONS, & REINFORCING DETAILS AND THRESHOLD DETAIL SHEET 10 TYPICAL DOOR SECTION, 'Z° ASTRAGAL & ASA STRIKE REINFORCING SHEET 11 MULLION INSTALLATION DETAILS, SHEET 12 SURFACE SOLT INSTALLATION AND DETAILS. SHEET 13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL. DOOR SURFACE CLOSER REINFORCEMENT DETAIL. DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY. SHEET 114 DOOR SNAP IN TOP CAP DETAILS. SHEET 18 HINGE BAR REINFORCING FOR DOOR ANSI JA115.1 X86 MORTISE LOCK(RIM PANIC REINFORCING DOOR SURFACES BOLT REINFORCINGG DETAIL. SHEET 116 0161 CYLINDRICAL LOCK AND DEAD SOLT REINFORCEMENT DETAIL, SHEET 17 ANCHOR DETAILS. SHIM 18 ANCHOR SCHEDULE. WIRE ANCHOR DETAIL 2 PIECES COMBINATION STUD ANCHOR DETAIL. EMA BUTTERFLY ANCHOR DETAIL. SHEET #19 BILL OF MATERIALS. MAX. A.S.D. DESIGN PRESSURE RATINGS 4pmo REQUIREMENTS FOR ASSEMBLIES. * * SEE SHEETS 2 & 3 FOR ASSEMBLY DEFINITIONS ASSEMBLY WHERE WATER INFILTRATION REQUIREMENT IS NEEDED ** WHERE WATER INFILTRATION REQUIREMENT IS ICI NEEDED 1 +65, -65 +65, -65 2 +65, -65 +65, -65 3 + 65, - 65 + 65, - 65 7 + 65, - 53.3 + 65, - 53.3 7 -EMB + 65, - 53.3 + 65",53.3 53.3 ** APPROVED ONLY WHEN CANOPY IS PROVIDED IMMEDIATELY ABOVE THE DOOR LOCATION COVERING THE ENTIRE WIDTH OF DOOR AND PROJECTING OUT A DISTANCE EQUAL OR LARGER THAN THE DOORS HEIGHT. NOT APPROVED IF THE ABOVE CONDITION IS NOT COMPLIED WITH. THIS DOOR WAS NOT TESTED FOR AIR INFILTRATION uwn -sanE oousn 1. DOUBLE & SINGLE SERIES LS16 FLUSH/EMBOSSED OUMING COMMERCIAL STEEL DOOR W/SERIES "AT 16 GAGE STEEL FRAME LOWERED ASSEMBLIES, SHOWN ON THIS PRODUCT APPROVAL OCCUMENT (PAD. ) HAS BEEN VEIOFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDMONS OF E FLORIDA BUILDING CO DOOR MAY E INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI -DAE / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1= OF THE ABOVE MENTIONED CODES. USING ASCE 7 -08 STANDARD FOR IWALLA710M UNDER 2007 FBC & ASCE 7 -10 FOR INSTALLATIONS UNDER 2010 FSC AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1 & 3A. IN ORDER TO VERIFY THE ABOVE COMMON, ULTIMATE DESIGN WIND.LOAOS DETERMINED PER ASCE 7 -10 SHALL SE FIRST EDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN WIDER TO COMPARE THESE W/ MAX. (AS.D.) DESIGN PRESSIIE RATINGS INDICATED ON SHEETS I & 3A IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PAM., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. HOWEVER, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.& 2005. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS SM VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201. TAS -202, TAS -203 AS PER HURRICANE TEST LABORATORY REPORT 79- 0719 - AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1612 & leis OF THE #02 03 f01RIDA BUILDING CODE, 2007 & 2010 EDITIONS. RESPECIlVaY. 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 19) OF THIS DRAWING. 3. COMPLIANCE OF EGRESS / ESCAPE ReoWR 7MENT8 OF THESE OODRS PER FSC TO E DETERMINED BY BUILDING OFFICIALS ON A CASE -BY -CASE BASIS, 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS METAL TO METAL TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS DIN 50018 WITH 30 kel YIELD POINT AND 90 ksl TENSILE STRENOTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. ALL WELDING TO CONFORM W /AMERICAN WELDING SOCIETY AWLS, D.1.3 AND 0-19.0 REGULATIONS. USE E SOXX ELECTRODES 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SKOFIED ON SHEET 17 OF THIS DRAWING. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 18 AND ELEVATIONS ON SHEETS 2 & 3 OF THIS DRAWING. SEE SHEET 2, 3 & 7 FOR THRESHOLD ANCHORS, AND SHEET 11 FOR MULLION ANCHORS. 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS INDICATED ON SHEETS 5. 6, 7 & 17 OF 19. 8. Mj= '1NU, A HLUM=NE PROTEMUSN DEVIO& S. SEE MAX. A.S.D. DESIGN PRESSURE RATING REQUIREMENTS FOR WATER INFILTRATION AND LIMITATIONS FOR AR INFILTRATION FOR ASSEMBLIES ON THIS SHEET. 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME, THRESHOLD AND VISION LITE COMPONENTS INDICATED ON THIS DRAWING. 11. (o) THIS PRODUCT APPROVAL DOCUMENT (PA.D�.)) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFOhMATION FOR A STTE SPECIFIC PROJECT, Le. WHERE E SITE COMMONS DEVIATE FROM E P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) IRS PRODUCT APPROVAL OCCUMENT (PAD.) WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. SrTE C THPPO BY A FLORIDA SO NORAPR THE ENGNEER OF CORD (E.0 FOR EROJECT AND WHO WILL BE REPSIBLEFOR THE ROPEUSE OF E P.A.D. (e) ORIGINAL P.A.D. SHALL BEAR E DATE, SEAL AND SIONATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. R LABR SHALL BE PLACED ON A READILY VISIBLE LOCATION. ICED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: N. ON CANADA LOT 2,14 )UCH CONTROL APPROVED, Florida Huildin Code (High Velocity Hurricane Zone @=a mm m DOU96E & SOK1L5 Um" L816 OUTSYANO COMMERCIAL STfiE4 DOOR W/g0�g Al- 10 GADS STEEL .FRAME LOUVERED AS MRM. N.O.V./A0. DAAtpta BY - �- DAYHAR INDUSTRIES LTD cm IL DECO,,,. OATS VAT mwmm >EU we eawOV4aw�¢� aaa yr �' s 12 -013 ®oTO1oLLaOn ORAWOO Ne m Qe aaaaam om uc aWmmoa mn _ e WIEET 1 OF 19 1�' L / Mt 87 .� i I �-T F 1 Np�, /% � � 1 (qg may, Nj \ M""49 NA1C OAR v®1i1 --�- 49 MOM. W6Q UIDM / l 1^+I 40 !WL BQOR V10711 �TM4B� m Ip OG MAM. e76 --I ������- .tl�- Y- NA7LTMOX� 1MAX e76 a76 F IG (� or S —B C a C'— as10.=N DUTSWING SINGLE & BOUBlE DOORS W/ VON DUPRD! RDA PAMIC DEVICES & DOUBLE DCMS W/ FOUR SURFACE KILTS OUTSWD�i SINGLE DDDR W/ TWO SURFACE MILTS &DOUBLE ODDRS W/ FOUR SURFACE BOLTS ASSEMBLY EMBLY EL VATIONS MA 2 &3 Mm. (CMS) SEE SECTIONS ON SHEETS 5, M.cv. /A.O. DRAWN Of - C ® - SEE SHEET i FOR MAXIMUM! A.Sa DESIGN PRESSURE RATING FOR EACW ASSEMBLY. BASED UN WATER DAFILTRATDIN 01 /,Alr12 as wmh ON Florm 6'0 ate...• �� F N. REQUIR%TS AND ADi DAFD.TRATIM LIMITATIONS. a vmmw wwws a 4�+ o ..spa e�Fwebr� -�w ra Mm szs eawUMA°�nc w. as saw 12-013 - SEE SHEET 3A FOR MAXIMUM AS.IL DESIGN PRESSURE RATING SCHEMILE I TRATDMRMMREKNTS IR�rRATffiM LTATMNS. ORABMO No as.n® ma ¢aa �OF ` NIAM -DADS CMM G or C ' or C M' = MAM. 1 OUTSWM SDA&LE DDDR W/ TWO SURFACE ULTS & DOUBLE DCMS W/ FOUR SURFACE KILTS Iding Code (High Velocity Hurricane Zone . Mm. (CMS) DOUIPI.E & SINOIE DES 4916 OUT SWINO 00MMERCULL PEEL DOOR W/ JM 18 M OE FRANC LOUVERED AASfiCbIMM. M.cv. /A.O. DRAWN Of C ® 9TE0. DAYPAR INDUSTRIES LTD 01 /,Alr12 Inc. URNZ 6RA169VL OM ter alt MOINEERINO CONAANY a vmmw wwws a 4�+ o ..spa e�Fwebr� -�w ra Mm szs eawUMA°�nc w. as saw 12-013 D6WI6 ORABMO No as.n® ma ¢aa o mC J. P4 b. 44167 " � 8HEET 2 OF 19 DETAIL 016/9 40 MAX. FRAM VIM E� DETAIL 916/9 40 MAX FRAME VIDTH- EA SIDE 36 AX DDDR yam{ n. EA. SIDE 36 MAX DOUR VIDTH— a I r p N 12 MA m ^� 9 ag j ffa -V auTMM SINGLE MORS WITHOUT SURFACE Bm Ts ASSEMBLY ELEVA DOUSLE & SINGLE SERIES AM# G 1"NG COMMERCIAL STEEL OCCR EaR 18 GAtiE STEEL FRAME LOM ASSE �.5. M,0.T./A0. --CO, (�. E�aa. TRW TV"O & ENOWEE16N0 COMPANY NP "'1 mom. e1a0., a�1es E6-000 a WALTER A. T� Jr. P.E. A Lie. FLOE 44167 TIt7NS 01/116/12 2 -013 N' ut 6 mam�oe — SEE VEtT 1 P'OR MAXIMUM A.S.R DESIGN PRESSURE RATING s atO CO" 2.02�G FUR EACH ASSEMBLY. BASED UN WATER INFILTRATION REBUIREMENTS AND AIR INFILTRATION LDOTATMNS AeetiN►*�'%M — SEE SHEET 34 FUR MAXIMUM AS.D. DESIGN PRESSURE RATING SCHEDULE FUR ASSEMBLY COMBINATIONS BASED 13N WATER 0-6. WILTRATION RMU0404ENTS AND AIR BMTRATMN LIMITATMNS t6AY1 -pADE COUMII' dN SHEET �'�'- 'I' OF Florida Building Code Hi h Velo'dAy Hurricane Zone 6012 aim ME Ommmmw DOUSLE & SINGLE SERIES AM# G 1"NG COMMERCIAL STEEL OCCR EaR 18 GAtiE STEEL FRAME LOM ASSE �.5. M,0.T./A0. --CO, (�. E�aa. TRW TV"O & ENOWEE16N0 COMPANY NP "'1 mom. e1a0., a�1es E6-000 a WALTER A. T� Jr. P.E. A Lie. FLOE 44167 DAYBAR INDUSTRIES L 1as em M- 90 e�4 01/116/12 2 -013 N' ut 6 mam�oe au we ra mk�m+w+ wa s atO SHEET 3 MAX, A,StDt DESIGN PRESSURE RATING Cpsft> SCHEDULE FOR INSTALLATI ❑NS COMBINING ASSEMBLIES #1 THRU #7 -EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE, ASSEMBLY #1 ASSEMBLY #2 ASSEMBLY-43 ASSEMBLY #7 ASSEMBLY #7 —EMB ITEM (SEE ANCHOR SPECIFICATIONS AT JAMBS a (SEE SHEET 2) (SEE SHEET`2) (SEE SHEET 2) (SEE SHEET 3) (SEE SHEET 3) SHEET 19)* ■r sxa� M1« ■ 6 0.157" DIA.xB 1/2" LONG WIRE ANCHOR (SEE DETAIL 21/17) +65, —65 +65, —65 +65, —65 +65, —53.3 +65, —53.3 7 .2 PIECE COMBINATION STUD ANCHOR (SEE DETAIL 20/17) +65, —65 +65, —65 +65, —65 +65, —53.3 +65, —533 8 EXISTING MASONRY ANCHOR & E.M.A. (SEE DETAIL 22/17) +65, —65 +65, —65 +65, -65 +65, —53.3 +65, —53.3 9 EXISTING WOOD BUCK ANCHOR +65, =65 +65, —65 +65, —65 +65, —53.3 +65, —53.3 W /WOOD SCREW LAG BOLT & E,M.A. (SEE DETAIL. 22A/17) 9A EXISTING WOOD BUCK ANCHOR +65, —65 +65, —65 +65, —65 +65, —53.3 +65, —53.3 W/ STEEL CARRIAGE BOLT & E.M.A. (SEE DETAIL 22B/17) 9B CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" +65, —53.3 +65, —53.3 +65, —53.3 +65, —53.3 +65, —53.3 STEEL FLAT HEAD MACHINE SCREW & E.M.A. (SEE DETAIL 23A/17) 9C CHANNEL IRON W/3/8" STITCH WELD (SEE DETAIL 23B/17) +654 —53.3 +65, —53.3 +65, —53.3 +65, —53.3 +65, —533 1. FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7. 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET 7 & DETAIL 23B ON SHEET 17, 3. FOR SINGLE &. DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS D & F, SHEET 7. 1. SEE GENERAL NOTE 9 ON SHEET 1 OF 19 FOR REQUIREMENTS AND LIMITATIONS facowtuvmb 94 Nr p � — 0216.07 ne Zone HERCML STEEL O /W SEINES OADE NAM W STEEL FflAME D'ASSE(dSLip. DAYBAR INDUSTRIES LTD + DAR oA1t: as 0 >Fx: sosaeoao rax: soe su-uoa 12 -013 CRAWM xo t a SFIBET 3A CP f9 DOOR WIDTH SHEETS (2 & 3) .40 23,0 1 F41-0 MAX. DOOR WIDTH <SEE SHEETS <2j && 3) MAX. DOOR WIDTH (SEE SHEETS <2 & 3) R10.875 m 0, 0.0 �� � °° '@ 37.125 2 °° 1.969 WN x� 45.048.0 y� iN MAX. DOOR WIDTH. a� i� 2 �( W 6.500 a= 31510 (SEE SHEETS c2 & 3) Q N ¢ L4 Qrs y a —7 in < w 15,750 20.250 W 21.500 E v Oro v v z 0 ®® 13.0 I I 13.0 lu 9.0 9:01— 9.0 --1 1— 9.0 17.5 t °a 5.0 � 5.0 234 s y 13.0 MAX. DOOR WIDTH d uJ <SEE SHEETS <2 & 3) 1.937 y MAX, DOOR WIDTH MAX. DOOR WIDTH 250 x b 13.0 (SEE SHEETS (2 & 3) (SEE SHEETS <2 & 3> 562 ¢ III���III a xy R30.195 _J 13.0 ® ® 7.0 �,20 19 m 8,062 .. ® ® 134 0 � 1.937 F 4 0 Ll t °s 6- E 19.562 1: W w cu 25,5 w (u ® ® X13_4 W cu 9.0 4910L- cu w U}E l �� p w 4,5 _� x =}--r 1,937 S.0- 1 �s 34.562 6.5 A kN rn �� — l W IIwamml � X W Q v �7sINMH. �5 �� ® ® I 130 #M12 -az -d7 9,0 9.0— 5.0 ^c 9 .0� �9 .0 9Ao50L 5.0 OPTIONAL EMBOSSED DOO SLAB W/ LOUVERS SHEET CONE URATIO 01"If '- Florida..Buildin Code Hi h Velo Hurricane Zone It- NOTE, ��I :,gym t � ooue+c "s."t. s ES ours�ao UAX /Aa {{ P ,. d cseoceesw sr�a o�+ w seas ° +s case EMBOSSED DOORS W/ LOUVERS PERMITTED { {{{ ;• �CEN$F ., 9'_ srca fRae+e �suv�eo ass °R wN B'' IN SINGLES & PAIRS LIMITED TO DESIGN o+ /+e /+a PRESSURES NOTED FOR EACH ASSEMBLY s fL �; ®��e, L:11A R INDUSTRIES LT DAIR eDaelvinwr Tastaas & MORI MO Cc PANT Esr aN wo xa xa.xu ax ors iL ml Bab eas sari —013 "I -04m couw �iLOteOa U0. 4187 0-O68 Oi IB 12 s _ SX[eT 4 Or ���� iii nN /NNt NOTCH THRESHOLD EA. SIDE TO 15 SEE SHEET 11 SUIT JAMBS, SEAL JOINT WITH 5" W/ DOUBLE ROW OF ii LL ®9 GE SILICONE II CLEAR SEALANT O EACH END AND SCREWS @1' FROM ® W� (0 I N T E R I❑ R APPLIED 16 WEATHER STRIP e . e, ° SECURITY GRILLE TO.125' (SEE DETAIL 21/17} LOUVER BLADES 99 LOUVER BLADES GRILLE Ln (SEE SHEETS 8 & 19) 0.12`J (SEE 19) 0.125' ., 48' MAX. DOOR WIDTH 48' MAX. DOOR WIDTH 100' MAX. FRAME WIDTH EXTERIOR SECTION A, —A SCALE, 3/16' =1' 1/8' MAX, SHIM NOTCH THRESHOLD EA. SIDE TO I N T E R I E R SUIT JAMBS, SEAL JOINT WITH 5 W1 3F FROM GE SILICONE II CLEAR SEALANT SM3 SCREWS 1 EACH END AND 4' O.C. OW/0 (SEE SHEET 10) SURFACE APPLIED 6 STRIP WEATHER E@ 0 21 t 0N 0 .a LOUVER BLADES LOUVER BLADES /o� (SEE DETAIL 22/17) SECURITY & GR LLE I & SECURITY GRILLE 1• (SEE 'SHEETS 8 & 19) 0.125° 0.125 (SEE SHEETS 8 & 19) 0.125' ' 48° MAX. DOOR WIDTH 48' MAX. DOOR WIDTH 100' MAX. FRAME WIDTH w+Ai.r.mkarov4c 4>7 EXTERIER "�`'� "'""' s" 6 SECTION B —B__ - f ►,. -., SCALE 3/16'�Y�� ..��I�� f ..., t e Florida Building Code (Hi 2h Velocity Hurricane Zone 020,2 mnw a10. (ammmam OCUME & XN= SEISES LSIS SUTS&7NS \\ �' F •'••• COMMe St wW=A CAGE NGV. /AA DRAWN BY S"TEE L L DAYBAR INDUSTRIES LTD 01 /12 DATE 0 \ 4 T TfiST N0 & ENO09EeRIN0 COMPANY �agNayO \` N.P, ate., �,, 9s 308, g19, i1 33,08 Tai.: 800 87a -a1N CAfC S!b -{204 %Nt •'.':,� 2"fl�.3 _'lO 1� t, aR T`.•�••v,\ 0p.n't WaO -faDO ISW7Wt - WWMMO No EB- 0008718 aw N m0a m�v. m ae7anmx we[ MAEe -OADE COUNTY fl 7dI.g Ain &. P.E ff FiMODA l.to. @ 06187 ! a SttFEI 8 OP 18 NAC —UWE OMM Florida Buildin Code Hi h Velo . Hurricane NOTCH THRESHOLD EA. SIDE TO pz ®3wia vim em. p0mo m) 5 W/ DOUBLE ROW OF INTERICIR SUIT JAMBS, SEAL JOINT WITH ©9 GE SILICONE II CLEAR SEALANT (SEE SHEET 17) . 1 #64/2° SMS SCREWS 91° FROM STEEL FRAM LOUVERED Q EACH END AND 4' O.C. ® W/ ® 2� (SEE SHEET 10) 16 THE APPLIED 7'*�' TIISIT 7E4TIN0 8 40 0 CONPANY �p0�'tat -0-0 1 N W R STRIP WEATHER 02 \4 E� SHEET 8 LOUVER BLADES 9 LOUVER BLADES c &SECURITY GRILLE E X T E R I❑ R &.SECURITY GRILLE h 0.125' (SEE SHEETS 8 & 19) 0125 <SEE SHEETS 8 & 19) 0.125' (SEE SHEET 17) 48° MAX. R WIDTH 48° MAX. DOOR WIDTH 100° MAX. FRAME WIDTH SECTION C -C 1/41 MAX. SCALE, 3/16 ° =1' SHIM 1/8' MAX. NOTCH THRESHOLD EA, SIDE TO SUIT JAMBS, SEAL JOINT WITH +q W/ DOUBLE ROW OF (SEE SH 10) M �1° FROM ® W/ � I N T E R I O R C4'E GE SILICONE II CLEAR SEALANT SURFACE APPLIED VSHIM H END ND 0 C. 6 WEATHER STRIP � 21 21 O oD w 7-0- A I A 3f 1 LOUVER BLADES 9 LOUVER BLADES O or & SECURITY GRILLE (SEE SHEETS 8 & 19) EXTERIOR ECURITY GRILLE <SE HEETS 8 & 19> (SEE SHEET 17) 01125° A 0.125° 0.125 OY 48° MAX. DOOR WIDTH 48° MAX. D00 IDTH SEE SHEET 17) 100° MAX. FRAME WIDTH SECTION C' -C' SCALE, 3/16 ° =1° NAC —UWE OMM Florida Buildin Code Hi h Velo . Hurricane Zone TILE' ° - ®3wia vim em. p0mo m) OOUME & MNOL8 SERIES 8 OUTSX9N0 - CUAdMFACIAL STEEL DOOR Y!/5 18 CAGE R.ov4Aa 0R B, .e :'• _ STEEL FRAM LOUVERED ®Irros:. DAYBAR IM ISTRIES LT 0+ /+0/+z 7'*�' TIISIT 7E4TIN0 8 40 0 CONPANY �p0�'tat -0-0 1 N \ 02 E8- 00067ie m.m v�nae a — I uu o� + � � SHEET 8 NEITM [HRESHOLD EA. SIDE TO POURED MIN. 2 -2'x4' W/ DOUBLE ROW OF SUIT JAMBS, SEAL JOINT WITH CONCRETE WOOD PLATE l�xl /2' SDS SCREWS @ V ®GE SILICONE II CLEAR SEALANT REQ'D HEADER a OM EACH END AND 4' O. C. 1/4 MAX' AX �k7 ASSEMBLY #i SHIM ®W/ 20 6 FNTERIOR SURFACE APPLIED WEATHER STRIP z 1/2' MIN, GYPSUM 0 ^ Q WALL BOARD *OR 0 CU co PLYWOOD SHEATHING (BEYOND) X � U 5 LOUVER BLADES ° SEE MULLION STRUCTURAL STE $ DETAIL 23A/17 &SECURITY GRILLE © DETAIL 23H/17 in INSTALLATION CHANNEL WITH 3/8` 0. 25° (SEE SHEETS 8 & 19) 0.125° W MIN. THICK WEB --36° MAX. DOOR WIDTH SHEET x cm 40° MAX. FRAME WIDTH F- YOND W � STRUCTURAL STEEL CHANNEL .� Ld EXTERIOR MIN. 1/4' THICK C 9 LOUVER BLADES E- W Z FO—STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO SECURITY GRILLE CARRY 174 # /fT & BE REVIEWED BY BUILDING OFFICIAL SECTION J —J POURED (SEE SHEETS 8 & 19) VER BLADES SCALE 3/16 0=1° R�EQ D W 11 CONTINU S SAME �& SEC GRILLE AS SECTION G (SEE SHEE 8 & 19) CAT BOTTOM) Ll SECTIEN E 1 Zp SCALES 3/16 " =1' 2 + 2Q 2Q 2 + 20 H STRUCTURAL ¢ ° X STEEL CHANNEL 21 �" MIN. 1/41 THICK w co SEE tY 0- 24x1 -1/2 ` w 16 \ w #10-244-1/t p C DETAIL T -BOLTS x THRU -BOLTS ro d 23B/17 w 20 ..0 1 ,..= 'POURED 21 6 FLOOR ° CONCRETE A-A INE MA REQUIRED SECTION E X POURED POURED 3) 29 GE SILICONE II ®@ 10° CONCRETE SEC oc� >t.insMe CONCRETE @ 10° CLEAR SEALANT C. MAX. REQUIRED .p' REQ B .c. MAX. S�TI®N G I SECTIDN D —D SECURITY GRILLE 41 . 4 SINGE DOOR DOE NOT NEED MULLION (2-0)-" (SEE SHEETS 8 & 19> LATCH UNTO REINFORCED JAMB Ni�ii Florida Huildin Code HI h Velo Hurricane Zone � ®ZMn t� ea ct ao�a� oouet 2 & �a sEwca s �rswwo xav /a a SCALE 3/16 ° =i' CONTINUES SAME �a rte`_ CCM FACE` aR W o ^r 18 ° owva, er � LENS''., uv�i2 AS SECTION I v s 01/:0112 (AT BOTTOM) = ��, �(', ®iae, DAYDAR INDUSTRIES L CAM MUT SECTION H ? * :' _ *;,sm�'m"a,, ""u' ON axi + PM18f -:gym . ra + iw °W" sao eaa .aw 2 -413 SCALE, 3/16' =1° T LL1if,e e.. °, amomam oat .a .. o�eme oca fAAIMI -CAGE CdUNIY w'n e I a aMei mn rase 9 i t BEd 7 W/ 1.96 (8) #8 -32 PH HD 18 GAGEx.31x.44x23.88 1.75 THRU BOLTS W/ LONG TOP MTG BRACKET DOOR LANK HD 1 SIDE ANGLE EA. SIDE DAYDAR INDUSTRIES ON., (SEE ELEVATION) 80 a" MAL enala. .93 SPOT WELDS AT CORNERS AND 5 °uc cca u wa @ 3' O.C. 1.15 OVERLAP sow 8 0 ALL AROUND c 18 GAGEx1.31x.25 m x23,88 LONG C3 LOUVER BLADES V/ BENT . NOSING AT JAMBS TYP. EA, END, 5' h- 1 SECURITY GRILLE • X L (SEE ELEVATION 1) 23.88 .:..CUT OFF !. (8)0.22X0,44 C'SUNK HOLE: AIR LOUVERS INC MODEL 1500 -A LOUVER & SECURITY GRILLE SPECIFICATI ❑NS tMDEL! #1500 -A MATERIAL, 10 GAUGE CRS FRAME (MIN. Fy =45 ksD AND LOUVER BLADES] 12 GAUGE (MIN. Fy =45 ksl) CRS SECURITY GRILLE &TIN,STRUCTIONt MITERED AND WELDED CDRNERSI SECURITY GRILLE ON INTERIOR AND EXTERIOR DF LOUVER WITH 13/16' SQUARE OPENING 1' ON CENTER. FINISH, BAKED ON .POWDER CDAT, FASTENER 08 -32 PHILIPS HEAD THRU BDLTS WITH BLANK HEAD ONE SIDE. FREE FLOW AREA 40 % FREE AREA, 1.25 • • TYP 82 18 GAGEx,53x.82x23,88 15 A �13 11 LONG L.H. & R.H. (8) #8 -32 PH HD SECURITY GRILLE fil. 1,1 _C' JAMB ANGLES THRU BOLTS W/ (SEE ELEVATION 1O +ERLA IS GAGE BLANK HD 1 SIDE SECURITY GRILLE & LOUVER ASSEMBLY (ELEVATION) z w/ 08 � ,25 1 TYP 75 83 88 135° 54 SECURITY GRILLE SPOT WELDS AT SECTID, A —A sLI 1.31 TYP +_{ (SEE ELEVATION 1) CORNERS AND N,t& HOLES J7 @ 3' O.C, (8)#8� -32 PH HD TO RECEIVE 50 18 GAGEx,53x,82x23,88 ALL AROUND THRU BOLTS W/ LOUVERS J LONG L,H, & R,H. BLANK HD I SIDE �— JAMB ANGLES (SEE ELEVATION) •25 ! —� TYP, ER SLOTED BLADE HOLES FIR !I 1.7I s 1,75 ��VER Bi�ABE JAM IS TY1 UV 1.96 DOOR DOOR SCALE 1 1 CALF 18 GAG�xt,alxz5 EXTERIOR 2 w /Czo� MODEL 1500 —A LOUVER 4 °W X23.88 LONG 875 TYP' INVERTED "BADE C /.W LOUVER BLADES 23'88 OVERLAP / BENT NOSING AT CUT OFF TYP NOTE, SEE MAX. A.S.D. DESIGN PRE JAMBS TYP, EA. END, �rrrr� Florida Buildin Code ] SECURITY GRILLE �ECT�IMIN B —B ,,�p� ,.�pj�s� :.p a coe (SEE ELEVATION 1) _ nLLn 7eanNa & eamnEexl o eouvnrvr MTE `�� ~ ®- 0000719 iG,c aL WW -Dm ccum 12.31 MAX. TYP 1 an � <529).81X,81 SO HOLES SECURITY GRILLE ELEVATION 2 TYP- 1 ,11 THICK Zone 23.88 25 MMML STEEL pOQA W SERIk�AS° 1B QAOE NOSING STEEL Fam ASSE TYP DAYDAR INDUSTRIES ON., ale /""T /9 80 a" MAL enala. .25 m go au eaao dae�` e25-42n + NOSING Im 2 ;SURER G ON SHEET 1 ii h VeloZikv Hurricane Zone cwm6 & SINOIE SERIES �t8 �OUTSVtUJO M,r, /AF MMML STEEL pOQA W SERIk�AS° 1B QAOE W, STEEL Fam ASSE DAYDAR INDUSTRIES ON., ale /""T /9 80 a" MAL enala. m go au eaao dae�` e25-42n 2 -013 °uc cca u wa 0 Oe maa*off+ ato o-we t 1 1 a sow 8 0 2. 14979 MATERIAL+ GAUGE 12 MINIMUM (0.097 THICK) GALVANNEAL, ATTACHED W /(2) LONG MIC WELDS ONE /END. *1141INVAGIAPAIN VONZA fill 1211:4004,11 1. DIE MITERED CORNER CONT. P- WELDED INSIDE FACES & .AT RETURNS 2. CAULK COMPLE INSIDE CORNER WITH GE SILICONE II DETAIL 16 TYPICAL WELDED ORNER T s.o0o 16 EXTRUDED ALUMT�U RES LD NGP #950X, 0,0790 OA900 a03oo Q� o� st 36X IIAL+ UGE UM STEEL umvANNEAL Q 4 7/8' STRIKE REINFORCEMENT FOR FRAME IIETAIL ATTACHED W/(4) 3/16' 0 PROJECTION WELDS. 0A60 OFFSET a1e7s� 4L875 O • it8 -32 MATERIAL+ 0750 SCREW GAUGE 16 MINIMUM (.057) GALVANNEAL �1 TYPICAL JAMB & HEAD SECTION 1 OPTIONAL HEAD SECTION STATE OF were DEAD LOCK STRIKE TAB 14 GA 90.070 MIN ATTACHED TO STRIKE JAMB W/ (3) 1/8. 0 PROJECTION WELDS. h Veloci so rmAt rmw g ea¢ ( 000a1.E of NWULK uLwfai +.0,+e ux+avuv 61.9X. /AA. r� Ci ®1Nm. 00DENEttcla STEEL Own w/SENIES AS° 19 OA9E SMM FRAME LOUVEW ASSEMOUES. 0aaeN er ' DAYBAR INDUSTRIES LTD 0am VQOVLEIONO CWePANY a vxmron v�cns. n a+ ��GnroA t0,: ws axa -awv t7:+ vas e� -evv4 12 -013 6Wov1m+ -+vs+ DRAtWNO No A08'71a 2 0,e owe m. w amamwn opt I. "187 + + 81aEt 9 OF to 17.0 1 DETAIL 6 —\ 1- 1/8'X2 -3/4' DEAD BOLT STRIKE 12.0 /8' STRIKE (2) #14x1' SDS (TYP,: 'Z' ASTRAGAL ISOMETRIC DETAIL MATERIALI 0.075' THICK STEEL 20 W/ <2) #14x1' . FH SDS SPACED AS PER ISOMETRIC DETAIL 1.875 GASKET NG #109 1/16° x 3/8' W/ 20 } 1.75 1 LI YSEE 0.625. MATERIALBOTH DOOR EDGES BILL OF 1/8' IN 2' BEVEL MATERIAL SECTIQN THRU ASTRAGAL AT DOUBLE DOpR 0.594 +---� 0 0.032 O O O 0.125 91.813 0) 7 1 '­DOOR BACK OR NARROW SIDE LOCKSEAM FILLED WITH HELMIPRENE # C8383 -1 ADHESIVE - SEALANT TYPICAL CROSS SECTION THRU DOOR 8.875 5.594 Id6RO L iMED= j% DAS4EId8UE$8 OAOE o9ANN BY 1a063 12GA, STEEL ASA DNS oaTE m M. mm T.Lmm m, eoe wee- eow°�nw so 12 -013 won waa eew Aa�avaea ap[ ORAWINO ft 2.440 STRIKE REINFORCEMENT 0.438 3xI /8' PROJECTION WELD EACH SIDE <2) #12 -24 p APPED HOLES FOR 0 A.S.A. STRIKE 0312 0,68 12 AGE E STEEL ASA 1299 STRIKE REINFORCEMENT FOR ASTRAGAL Finricin WMI —DAM QOIIDRI' ' L 3 � fls 6•c�7 f�baliwi�perw a Fah Velocity Hurricane zone) DOUBLE & SNOW 9EMgEE�Sg WS OUTMNO NGV./A.Q Id6RO L iMED= j% DAS4EId8UE$8 OAOE o9ANN BY LTD DAYBAR INDUSTRIES DNS oaTE m M. mm T.Lmm m, eoe wee- eow°�nw so 12 -013 won waa eew Aa�avaea ap[ ORAWINO ft OLD e s BMW 10 OF f9 FITTING L/4• -20 :H�dt t�iN COO R T F ING IMMETRIC STRIKE PLATE 499 EA. SIDE y ® , DUPRIN — ►_K_ ' MULLION w �.L2�d A[111Y M125 TKK WALL A NO GRADE 8 STEEL APPLIED TO MULLIGN �0 MMI -BADE C0um EXTERIOR 0) 5/16' -Iaxt 1/4' 0+ ® rTO TO H IIE E C AD�t REWS RIV ;:,'•k,';:y �".` e•'^•{ T.•.'•, i•` � °�,.L,•.•.•'+,'y'..ytili4."t°'�" L''�v'1 <:; ?.:'..%f:.• :+.'•i %:+ + #$'v,: 1 I )HEAD_j L �— 3.5 -� 19 8620 FITTING CnNNE_r_TIpN AT TOP PS Bann EXTERIOR (4) (DHEAD FULL 3.01 1 WELDED 1 FITTING STEEL EXTERIOR I 006n TOP MULLION FITTING STEEL SECT113N L5 EXTERIOR EWS \ \V` TO S 1 #8M LULLl1L ON BOTTOM ING STEEL I 3.0 620 PITTINQ/ '$ 3.5 ' I CONCCRETE REM11RED 2•0 (4)5/1648 I" -18 PDWERS 4 OUT 2,0'x3.0` IS FASTENERS CALX -IN 4RESHOL.D ANCHDRS W/ t' MIN. EMBEDMENT TO POURED LNNECTION AT IMTT13M tPLAN) cONcRuE' p� SECTION g• 0 0 3A00F�vaBfso p EA� *0 r" M6 4era-1�� 3.900 MID I T�ErCTIMM �r l Wan STEEL Florida Building Code Hi h Velocity Hurricane Zone mu n= m (GmlmGmml DOUBLE & SINGLE SE.WES L518 OUTSM0 ILC.V. /0.d OOML MAL Smm DOOR W /SERIEs •AB° to GAGE PAW er STEEL. FRAME LOUVERED A98EMWE% L1' ee� pp ®1NQ. L V DAY BAR INDUSTRIES LTD m /1e /Iz DATE Qe>�ntl®e'n. TILAJT TEES�TI�N,G �& EMOIMEEWCNammtws,llPANT PW t-inW . (sBle+t -tI� mm mvmpmK �ptlma, i . m: we em- 6WO"eW em••tmt 1DRAWMO i RB 19 mx a tw[ tm. to � wte W OW11 lI A all P.E. Houma tre "&.I aT t Ot.D it1 -QOfI s SHEET 11 OF 19 14 LNUHULInLI`i I LC 1 H1L INSTALL S REACE DOLT AT DnOR_ W/ ASTRAGAL TIGN (INTERIOR VIEW). NOTE, D Amu By SURFACE BOLT OL. C Inc. MANUFACTURER -HAGER MODEL #275D nun TESnHO KNGW6Ei W WMFANIr ur xa. w. men . vw , '031 �IQO rw� - °�" ue. ® 67 441 MATERIAL -STEEL ua m FINISH US26D mwowl 21 8." #275D HAGER SURFACE BOLT EXTERIOR © or SEE DETAIL °A° (D (D or X Q 14 X 1 -1/2 =BOLTS n ,.., ®LOUVER BLADES & SECURITY GRILLE (SEE SHEETS SHEETS 8 & 19) w PT C&2 �J ri✓ © TYPICAL SURFACE-BOLT ENGAGEMENT DE AIL AT HEAD & SILL #10-24xl 112' THRU BOLT T(u _., _..._ tn 1 X 1-1/2 ILTS 0 SURFACE BOLT DETAILS •c. MAX, REQUIRED Florida Building Code Hi h Velocity Hurricane Zone �(k A• •�•,) �!� J _ �Gl Oao,a ranzo ma. lwac�ax� COMMERCIAL WU S�ASENB Ip 8 � D Amu By OL. C Inc. DA INDUSTRIES LTD 80 ler m ws eaa soon rw a 04 m� DAN nun TESnHO KNGW6Ei W WMFANIr ur xa. w. men . vw , '031 �IQO rw� - °�" ue. ® 67 441 12 -013 DRAW= No ua m mc<.nu ,m aar. u mwowl an larm -nAOe cmam L A'p yE F ; �v °,°° an ,wme , axes ,e oe,a + VI7H DDOR • FOR SPOT POT WELDS - 013125 X 0.8750 LDs (TYP,) ELEVATIO 06RGUND 0,0570 MIN. TYP. 9T n to a a 1.8125 26 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL L43 MATERIAL ` %f� 16 GALVANIEAL7 STEEL MINIMUM UP50 --_ 0.2500 0.7500 0,6250 DHANEL 2.7500 16,25 0 0.7500 02500 -i \ ,5000 \ IN 6r PLAN. N \ \ \ \ ,� ♦ 'epd� � �-- 13.5000 1 +mi ,bZyO ® DOOR SURFACE CLQSER NFO \ \ r REIRCEMENT CLIPPED TO DOOR AT TOP EDGE g . " SECTION 3VIEW LAMINATED Ti] EACH FACE OF DOOR H1ab \ . 14 GAUGE (0.074) w/ CONTACT ADHESIVE (HELHIDOND 0326 -1) r \ 4o MINIMUM GALVANNEAL AT HINGE EDGE AND TOP END CHANNEL. DOOR SURFACE CLOSER & END 25 DOOR SURF X CLOSER CHANNEL ASSEMBLY_ REINFORCEMENT DETAIL code (Hiah Velocity Hurricane Zane) NAIA -9AOE C91m .wr :L:L Z F �'•• °p m _ {, n,,r� 1 S _ _. .1A ®]D18 M= RA ommm) DOUBLE & 51NOLE SERIES 1..10 VY13Tf w" COMMERCIAL STEEL DOCK w RIE9 °AS° 18 BADE efEEL Mr. LCUVEREO ASSEkIa;l MA /A4 DRAWN er p® TIIT TE81TNO & ENCINEFAI40 Comm 1- �1 rm�o'�sasle7t -,� . va.. 1 E9- 9WB719 Ai eilai DAYBAR INDUSTRIES LTD R eI DU muve INDUSTRIES e WMll ter c: wo-m n1u W eye -axoa 01/18/12 12 -013 oaAxul9 No ®s .. msa�m mn m. ae ow�nm as 1 a0 1a-We 1 a BHCLT 13 or 19 140 w 0 Ln m a o = 1,650° 18 d I- Q ►'.' �\ ■all__ C) DET �. �. (SNAP 1 CHANNEL ,p 35,750° TOP PLATE FOR 36° DOOR WIDTH 47,750 ° ° DOOR WIDTH (VARIES WITH DOOR WIDTH) 5Tj S 34.125° SNAP IN CHANNEL F ❑R 36° DOOR WIDTH 00 46,125° SNAP IN CHANNEL FOR 48° DOOR WIDTH EXACT 35,750° FOR 36° DOOR WIDTH EXACT 47.750° FOR 48° DOOR WIDTH — (VARIES WITH DOOR WIDTH) TOP CAP TOP CAP CHANNEL AND CAP PLATE ARE RESISTANCE SP❑TWELDED ON COMMON CENTER LINE, (4 - 5 PLACES) STANDARD TOP CAP CHANNEL VIEW B 0,7500° 28 DOOR SNAP IN TOP CAP DETAIL MATERG4L� 20 GA GALVANNEAL STEEL FDR • ° °�•� - -- Florida Buildina Code (High 80TH PCS. ASTM A -653, A -60 DaSTALLATION CPTMNS1 (A) CAULK AND PRESSFIT (8) CAULK, PRESSFIT AND TACK WELD - A4ARi -O,�E fbUNtt ma� rricane fTBWQiB S' 18 OABfi Of DAYBAR INDUSTRIES LTD m a f WAL BeApB�Vam ffiS D . NP IEIt 909 VEWO C,*T on-4= "Y. /A0. DRM By 01/18/11 BATE 12 -013 DRAWM6 K. SRlT1T 14 OF fD 4,750 ELEVATION 4.750 1.188 0,313 M .C,V,&G. DRUM 9Y DAYSAId INDUSTRIES LTD 0f CAIES DAre w m mm w4cm. ,a, on eza awoC1Nep eoe 9ee -4m 12 -013 a � pBptlVaml mat m. Ro a690nP1m! Otlt 8 O • a • 0.688 #12-24 SCREW 53) 1/8.0 ) PROJECTION- DOOR EDGE WELDS MOUNTING TAB 14 GA C0,074) MIN STEEL GAGE 14 (0.074) MINIMUM RP REINFORCING SAME AS #86. LESS LOCK CLIP & MOUNTING TABS, GLUE W /CONTACT ADHESIVE TO DOOR FACE LOCK CLIP -18GA (0.045) MIN, ONLY VALID FOR ASSEMBLY WHERE C APPLICABLE �- - 3.500 -� PLAN AL�LFGA YANNEAL STEEL C3 aNSI #A115.1 # MORTISE Lnct< g /RIM PANIC 11 I@f�❑ CING WAM —OW COMM 1,687 VIEW X r 1.6871 VIEW X PLAN 3D VIEW MATERIAL, 14 GAUGE (0,074) MINIMUM GALVANNEAL STEEL, GLUED TO DOOR AT HEAD & SILL USING HEMILBOND 8320 -1 CONTACT ADHESIVE. 18 DOOR SURFACE B ❑LT REINFORCING 11, � w t.7 C 011me. 4 1/2° HINGE BAR REF ❑RCING FOR DOOR MATERIAL, 8 GAUGE GALVANNEAL STEEL gas oe& 2 2 iiah Velocity Hurricane `Lone) DODBI.E M 9114OLE 9Emm L918 OUTswm O EL srEeL EEASS WE T FRAM RDA9SEME M .C,V,&G. DRUM 9Y DAYSAId INDUSTRIES LTD 0f CAIES DAre w m mm w4cm. ,a, on eza awoC1Nep eoe 9ee -4m 12 -013 DRAWMO No pBptlVaml mat m. Ro a690nP1m! Otlt 010 e s SRREI 15 OF 19 2.365 REINFOP.CING J LOOP BARREL SUPPORT 04 2.632 to a �1 Ln 4 F 0 .-1-i BARREL SUPPORT MAT: 0.035 SATIN COAT lk - I— ) *_ - + . 00 N �ti3 TO SUIT 8 /32UNC ° THREAD #161 EDGE REINFORCING MAT: 0.R%2 ATIN OA I` SECTION THROUGH EDGE REINFORCING Ln Cq 0 rU °o 00 -+ —VIEW X Q o T VIEW X (4) 1/16°0 PROJECTION WELDS REINFORCING LOOP MAT: 0.035 SATIN COAT MXOAUCP11EV1$BY as walaa«aem.ew emu,, z4 #161 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL ,,�� " "'u• - - -,- Florida Building Cod (Hiclh Velocity Hurricane Zone ®xo,4 � ss8 COMMERCIAL � nu av/aa. IL ECE.. a nwr TE9nNC1 a eNO1NECNINO crollvarlr aw n¢ aau�a>�m.. aos, vaosla a 331 �^• • 1_,ax . Po.. � -��� 441 M�=- m oca . 87 DAYSAR INDUSTRIES LTD ao ww mm ,a ¢io9 °"ao eoonx`ms� ssn •�. o DATE *_ / * � �'� / /•♦• ♦ Of ,: A� 12 -013 osavwuaa Ho :awn e mo: o� a moss m. HIMtl —OfOE CAl1Htt "'•,_�c��,�,�1 Vw •:"1111{14' mn lo-aae a OHM 18 or t9.. t,5000 c d i e d , e O e4 e d a COP . o e • ULK SIDES I 4' MIN 40INTF 8 MASONRY WIRE Al HORS IN HORIZ. DINTS: FILL JAMBS 1 SOLID WITH OR ASTM C475 w/ MIN. COMPRESSIONS OF 2.8 W (SEE SHEET 18) DETAIL #21 WIRE ANCHOR INSTALLATION TO MASONRY WALLS MIN. DOUBLE EYx4' WOOD STUDS REIi'D W/ G m 0.95 ( SPECIFC (A7AVRY) 0.514 460 mm 1.875 2URE0 CONCRETE OR REQU tED TO BE WOOD ROUTED CONCRETE wJ 4 MAX. 1/8' (SPE ( A 0.9$ FIC GRAVITY) LOCK WALT. REWD. SHIM SPACE ANCHOR Q e (SEE SHEET 1 ) -- — SPOT WELDS F.H. WOOD SCREWS ANCHOR 4 EQ. PER ANCHOR {SEE SHEEP f8) eo S O EQ. BOARD OR PLYWOOD SHEATHING (TYP.) DETAIL #20 F STUD ANCHOR 7 INTO 1111p0. FRAME WALLS WE WEL S 3' MIN E.D • ° EQ. AULK 2'x8' WOOD STUDS REQUIRED TO BE WOOD TO SHEATHING REQ'D, W/ C m 0.$$ MAX. 1/6' (SPECIFIC GRAVBYY) SHIM SPACE (SEE SHEET 18) ANCHOR E0. Q (SEE SHEET 18) -- — SPOT WELDS F.H. WOOD SCREWS ANCHOR 4 EQ. PER ANCHOR {SEE SHEEP f8) CONTINUOUS CAULK 1/2' MIN. GYPSUM WALL OTH SIDES (TYP.) 2'x8" WGDD STUDS TO SHEATHING REQ'D. MAX. 1/4' SHIM SPACE (SEE SHEET 18) Q - -- SPOT WELDS O 1 JAMB COMiNUOUS CAULK SIDES (TYP.) 2 M1 SIDES (TYP.) [--3'— ' —3' -- ►{ 3/8' -16 X 6' STEEL 3 8' x 9° FIAT HEAD STEEL 3/8' X 6' WOOD 3/8-16 DOLT 8 4 SLEEVE ANCHOR CREW LAG BOLT W/ NUT AND WASHER. R w/ z 1 /a° MIN, EMBEDMENT. DETAIL #22A R DETAIL #22 INSTALLATION OF '0 G DETAIL #22B INSTALLATION SCREW ® TO WOOD FRAME WALLS TTCN OF 3/8'0 CARRIAGE_ SLEEVE ANCHORS 8 TO RO I Q6 T❑ WCGD FRAME WALLS MASONRY WALLS AX 1/4' 9 ALL AROUND IM SPACE B n l / FAC ID GE CONE U STRUCTURAL STEEL 1 /$" 3/8 " -12" O.C. ALL RNO NNEDWEEN CHANNEL„ W/ MIN. O JAMB O 3/8" THICK WEB 1A180 _ / -JAMBO B zo.6 SPDT STRUCTURAL STEEL • WELD ON INSTALLATION o WELDS CHANNEL, W/ MIN. AS FOLLOWS: 1/4° THICK WEB SC TOP & 80770M OF JAMSS AND 0 12° 0. Co THEREAFTER ADOtTIONAI.I.Y. (SEE SHEET 18) AT 12° 0. 0. AT HEAD GE SIA L AAROUND DETAIL #238 �EUC1F Fwrw DETAIL #238 INSTALLATION OF JAMB Q1 III. INSTOLLAT113N [IF 3/80 STEEL CHANNEL, THRU WELDING ® �` F.H. M.S. 0 113 STEEL CHANNEL 'HOR D TAI S) SCHED Florida Buildin Code (High Velocity Hurricane Zone ��'$� GENS" d,Q "o ®�81 1 1 COMM° Voice °DDOOR su s •°aU�T''+IeNflME mmace ,� J F''••; STEEP. FRAME Louva AtEMeues. �s wb pq DAYSAR INDUSTRIES LTD s . ! �. Ws �. t N &. eo eeaz � 0 swim, i DATE Tk TILER TE8TIH0 & ENORi6 NOCOxPANY pN teT 7Ji '0 ? / /$TAUT ~ ,��� 8°°� "JBUf�w�1e � .ice "[ + � �`� m, ¢oe eza ea00%rou we oas 4za 12 -013 roam —OAOE O011NN 1� �E h0T00.0t8! %(1 m m o�vaai aoe mw.w Imo Due ORAWNO No Z C'�' 11 FLORFOA Uo• 6 a%1� _ �" t � n� � ®CLD'IN STUD ANCHOR mx (SEE SHEET 18) ED PENETRATTOM CUPIN STUD F.H. WOOD SCREWS ANCHOR PER ANCHOR {SEE SHEEP f8) 1/2' MIN. GYPSUM WALL BOARD OR PLYWOOD SHEATHING (TYP.) DETAIL #20 F STUD ANCHOR 7 INTO 1111p0. FRAME WALLS SPDT STRUCTURAL STEEL • WELD ON INSTALLATION o WELDS CHANNEL, W/ MIN. AS FOLLOWS: 1/4° THICK WEB SC TOP & 80770M OF JAMSS AND 0 12° 0. Co THEREAFTER ADOtTIONAI.I.Y. (SEE SHEET 18) AT 12° 0. 0. AT HEAD GE SIA L AAROUND DETAIL #238 �EUC1F Fwrw DETAIL #238 INSTALLATION OF JAMB Q1 III. INSTOLLAT113N [IF 3/80 STEEL CHANNEL, THRU WELDING ® �` F.H. M.S. 0 113 STEEL CHANNEL 'HOR D TAI S) SCHED Florida Buildin Code (High Velocity Hurricane Zone ��'$� GENS" d,Q "o ®�81 1 1 COMM° Voice °DDOOR su s •°aU�T''+IeNflME mmace ,� J F''••; STEEP. FRAME Louva AtEMeues. �s wb pq DAYSAR INDUSTRIES LTD s . ! �. Ws �. t N &. eo eeaz � 0 swim, i DATE Tk TILER TE8TIH0 & ENORi6 NOCOxPANY pN teT 7Ji '0 ? / /$TAUT ~ ,��� 8°°� "JBUf�w�1e � .ice "[ + � �`� m, ¢oe eza ea00%rou we oas 4za 12 -013 roam —OAOE O011NN 1� �E h0T00.0t8! %(1 m m o�vaai aoe mw.w Imo Due ORAWNO No Z C'�' 11 FLORFOA Uo• 6 a%1� _ �" t � n� LEAF TO SNAP ANOTHER PIECE z Q''I 6 r,ftb LEAF TO SNAP \ ANOTHER PIECE —�� n 3/32.x 1/2 HOLES /t TO PERMIT SNAP TO ANOTHER PIECE 9 i�8 DO �n lWIRE ANM ETAIL. #21417 y� � �' '�jF � ® EMA BUTTERFLY ANCHOR CPART #pTi -00 FOR DETAILS 22/17. & 23A/17 STEEL WIRE ANCHORS ,rot p MATERIALi 18 GA SATIN COAT (0.157° DI& 9 1/2° LONG) IN HORIZ. W �" Fu Min. =95.9 KsT, Fy Min.-40.2 Ksi In L J 2 PIECES COMBIN TI13N STUUD VAO ANCH13R FOR DETAIL #20/17 Ala b o7 CUPIN STUD ANCHOR MATERIAL.: A GAUGE 20 ((0.035) ASTM -653, A-60 M ANNE& STEEL. 4.v�yr„ A. R. T1 6,'n, Florida Building- Code Hi h Velocity Hurricane Zone �� SF e� 00MENCwL sF� s °°ASS° (�"0 "a sym FRA6iE !ouve o A meuES. Nom, e�T ,•.., ii. ECQ�N�. DAYHAR INDUSTRIES LTD DAM „� *' OF T TK=NG �& EN MINO QD�P vmro : (smla�t -ta)o . rw (�slan -test �M,�.. ON O V400-4. 12 -013 ORAWQ(6 No WM -row (wn ®- �b7�1t3 aa drtP m. ee- s on1 m.a mv� ma SHM I$ OF 19 BILL OF MATERIALS, rat orr � t�n�znt_ um nNn ac's . t t L6 GAiICiE JAMB/ FOiAD FRAME SERIES 'AS' 16 GAIaiE A88 MINIMUM. ALL CNf3 lW THIS ITEM, NEAq .MNB3. 9 3!4• IDFTH % 8• FACE x .�8' MIN THICK (SEE SHEET 9) REBJf'IIRCEIffi4TS Alm A18a0BtS ARE CWIMEflCIAL GALVANIZED STEEL ttYPE E). A$TM A6Si/A883M, dNT@Xi DESIGNATION A40. -KI°JVN CBMMFRCIALLY AS PAHiTABLE WD,VANNEAL V/ MIN. TENSILE STRENGTH �KSI, NDE YOG.O STRENGTH 49 kS[. EL[EXGAt'I[D4 40X. . 9 3/4• DEPTH X 4 3/8' FACE X .OSB• MDl THICK (SEE SHEET % .w 1 lb GAIRiE <IPTIMAI. READ FRAME SERIES 'A3• SAME. AS ITEM I lE GAGE WA97' MIN.) x LSD• z 1LB7S' LIDIG. SEE �'fAA ON SHEET A 1B 8 1 1 SURFACE StROtE Rt])FORCtlRi 18 GAUGE iLUSH/EMB088ED IItIOtt DIAL V/ CORE U! SAM GALVANNEAL STEEL TFN, A4t�«,NAHM $AND MEIID'GRGENfENTS ARE GALVANIIED STEd�C T3 �0 13/4` THICK X CO48 M(N). SEE SHEET 6 � ASTN -0924, TO AS" A653/A693M. <IAI. STEEL tTYPE B). CDATHm ' V/fENSILE STREttG1H 60 KSI, AND YIELD STRENGTHY 49 KSL l.tBV0AtI0NA�Nlffx.AL 9 3 8 GAUGE bOIIR HIN4Di REINFORCING STEEL I t /a• x M• x 8 GAUGE 4' 3 G GAUGE FRAME HD31: REINFORCING STEEL 1 V2• X 8 3/4• X 8 GAUGE 9 6 1 AS REO'D STRIKE REB�ID16 ffRAME) VIBE MASONRY FRAME A)1CHORS STEM. STEEL V/ MDW Yff1.H STRENGiN = dO2Ksi AND NI)1 TENSILE SYRe7ktTH x 95.9 xal 13/8' X T 1NL6• % 94 GA1tOE 0078 MOO 9 t/8• Lta16 % oJ07' NDL OWD:TF.it, % S/8' % BO GAUGE t.�8 MiW V/ <A)SS % t S /B' VODD SCREWS 7 AS MEG'D 0.[PW STUD ANISOIRS @PIECE Cte4HWATIUN) STEM ASTN A -683, A$6 GALVANICAL l 7/8' 9 7A AS REG'0 ERA BUTTERFLY ANpQ1R G+ART BPTI -DOH) STEEL IR GAUGE STEEL 5ATW COAT. G AS RE8'D ENA ANCHOR BDLTS STEEL. V/ Fy - 49AW Psi• 3/8' % 8' STEEL ULAN- SLEEVE ANCHOR 9 AS REO'tl WOOD SCREW LAG BOLT STEEL, V/ Fy n 49,600 pH4 3/e• x 61 X 61 STEEL CARRIAGE HmT CN NUT AND WASHER, PER ASTM A -367 9q AS REO'D CARRIA6i ANCHOR BOLT STEEL. Y/ Fy n 49AW psL 318' % 3 l/8• STEEL F.M. MS. PER AS" A -907 98 AS REG'D FA N$ TO STEEL CHANNEL TlfltOWH BGLTWO STEEL, V/ FY "45.000 pe4 VELD @I INSTALLATION, )GTL Ix3/8• STITCH VELD 8L' AS REG'D STEEL. CHANNEL VEI.DIAKf STEEL. E60%% ELECTRODE 0.9• % 4S• STANDARD VEIIWT 6134 THICK), ATTACHED TO FRAME VI<A) 18- 24x1/8' FF06S. 10 3 HINGE9-HA6ER HBIE79. BBU6BHD OR STANLEY F8HI79, FHHl68 STEEL RIM EX[7 ATTACHED TO DOUR V /<b) 1 /4 -20xt' NS. li 1 RIM EXITS VON OUf47Rt 98/99L x CYC x TRIM AS PER MANUTACTIIRET9'8 CATALt1G MORTISE LOCK ATTACHED V /t8) 112-24x1/8• SREVS 18 1 MORTISE LOpO S6lAI.GE- 1.9900 SERIES V/ DEAD BOLT AS PER MANUFACTURER'S CA7ALDG ATTACHED TD STRIKE PLATE V /CCA� IN-E44/8' SCREVB. 13 1 CYLINDRICAL L(�,I6 - BOHLA6E D SERIES AS PER MTdtUFACTURER'S CATALIIO ATTACHED TO STRIKE pFATE V /t2> R- 38x1 /8• SCREWS 14 1 DEAD BGLU - SCIe.AGE B SERIES AS PER MANUFACTURER'S CATALOG SECURED TO 499 STRDKE PLATE WITH <8) S/ 16`0- IBx3/4.OIWJ MACHINE SdtEV'S 19 1 VON lO1PRIN 09954 REMOVABLE MULLION 0.129' THICK A 500 GRADE B STEEL R 1' FROJI EACH END AND 4• L1C. 19A 1 WEATHER STRIP WA70INAL GUARD PRODUCTS 1120NA) NEOPRENE Ip�g �ORO,LfD�BY'�fMAWJF'ACTURER)l THICK, W4• F. H. TAPCtPI ANd01RS WTI V4' NDi 310'60. 16 l THRESHOLD (NATIONAL GUARD PRODUCTS 1890NA) E %TRUDEB ALUMINLM (6063 -T9 ALLDY) EMBEDMENT LOCATED R /b�FRSH EACH EPID AND C, 17 1 4 1/E• HINGE MR REINFORCING FOR DIBOt GpLVANNEAL STEEL 1E9' x 10' x 6134' MB4 THICK 14 GAGE (0-074h x L687` z 3.500' x 9.Qfl0' LDNG. 18 1 BOOR SURFACE BDLT REINFORCII4G TiM.VAlH4EAL STEEL 84• x 841 <MAX). SEE SHEET 8 FUR DETAILS S COMPQIlEI4T3. 398 AS RE7D MODEL lSO6 -A LOUVER ..6 SECURITY GR11A.E AS PER MANUFACTURER FAIR LOWERS• A<CJ THICK�I)WR CORFJ ExPANITED POLYSTYRENE SOLID SLAB RIGID BOARD TYPE L BONDED TO FACE SHEET WITH CONTACT ADHESIVE HELMI810JD 0 8326 -I Q79' THICK EXPANDED PlB.YBTYRENE DDDR COME � 3/4' 41L PAPER HONEYCOMB. 0.79' DIG 70 ASTM 0978 BY DYPLAST PRODUCTS LLC, OR 3/4• CE41. PAPER APPLICATI@! RATE OF 7 GRAMS PER SQUARE FAT ON ALL CORES 80 1 5 RESPECTIVELY S FASTEID:O T1�1/ 81 4 8' LONG B P7S D HA6EA SURFACE BOLT STEEL V/ 1-0;86-0 FINISH IDtJ�D TO DOOR V/ (4) 010-84 x TM°ITBOLT EACH CONNECTION, 88 23 AS REWD I TAPCDN ANCHORS MORTISE LOCK AND RIM PANIC DEVICE REINFORCEMENT STE0. OA7a' )D(h THICK GALVANNEAL STEEL 3/16• x i a/a• �E SHEET t9 FUR SUBCONJUNTS �VIYYB 24 t 1I61 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT $-0794 COAT STEEL SEE SHEET 16 FOR DETAILS 14 GAGE (0074' MDR) x 3 1/2' z 1.6879 x I6E80' LON0. BS l DOOR SURFACE CLOSER RE04FOACF.T4ET9i OD74' MDL THICK GALVANNEN. STEEL 16 GAGE tG097' NINJ z 48129' z L4373 � l ODOR TOP/ BOTTOM END (SiANf4EL 16 GAGE GAI.VANNEAL STEEL 0-079' MIN THICK z E.00' x <ExL629' x 84• LOtm. 87 t Z' ASTRAGAL 0079' MIN. TFIIpC A 969 GRAVE 8 STEEL 89 l DOOR SNAP IN Ttm CAP 80 GAGE GALVANNEAL STEEL ASTN A-6S3, A-60 SEE SHEET 14 FCSt SIZES 29 AS REG'D CAULKING, OE SO.ICO)lE It N/A � AS REG'D 999 DOW COMING S7RUC7lLRAL SILICONE �RA,T/C4 ° ° -._ Florida Buildin Code Hi h Velocity Hurricane Zone .•• .,� ®7017 M=710. 4' I DOUBLE dc. SINOLE SERIES ISIS OUTSWINO B.C.V. /AR. ..•'vCEIYS�N •.�� •� COMMERCIAL STEEL DCOR W/_SERIES "AS' 18 WAGE D�� By ,��. .r STEEL FRAME LOU A9SE#IBLIES. �� L E C O I Nc. DAYBAR INDUSTRIES LTD 61 6ArB *N4 N) ww DAMP. 6XVIR °N. TILLR TCRM & ENOINEERINO COMPANY Ox.caum Lar 744 10., 9oe Om-mal vix. 000 O�raa •�EB`R eyglI,.4amP�IDr - uR.tts)I S DRA76N0 Ne S • F ' au m. ee am.m wa Eg -GO1°B as a maPnm QAIU -DAVE �My + wAL7ER A IO11T Jr. PE pIp (0-000 IP I a 1 ,7 79 OF 1B 1 + al0Al0A Uc. 9 66107 a 4 WA