Loading...
WS-19-2494Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 11/12/201 Parcel Number 482 NE 93RD ST, Miami Shores, FL 33138 1132060140170 Contacts Permit NO.: WS -10-19-24'94 Permit Type: ntlowS/Shatters Work Classification: Door Replacement Permit Status: Approved 9F- Expiration: 05/11/2020 JORGE GARCIA Owner UBALDO BLANCO GC INC Contractor 482 NE 93 ST, MIAMI, FL 331382842 UBALDO BLANCO Business: 3052195717 Other: 3058858083 Description: REPLACING 5 EXISTING DOORS FOR IMPACT Valuation: $ 9,400.00 Inspection Requests: RESISTANCE 305762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.00 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $2.00 Scanning Fee $9.00 Technology Fee $3.75 Windows/Shutters Fee $100.00 Total: $175.00 Payments Date Paid Amt Paid Total Fees $175.00 Check # 15030 10/22/2019 $50.00 Check # 15084 11/12/2019 $125.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are require ,4 f,6riELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS FFI AVIT I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin con , ctao and zoning. Futhermore, I authorize the above named contractor to do the work stated. / J Authorized SigrlatuW Owner / Applicant / Contractor / Agent Date November 12, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION i_ BUILDING ❑ ELECTRIC Miami Shores Village -CEIVED Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201--V- Master Permit No.W 5 - i 0 - 19 - a414 ❑ ROOFING (PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 4�2;z \'3 �--' - e Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Cid Miami Shores County: Miami Dade Zip: 6 (31�) Folio/Parcel#: > 1 ''r—wl ri Is the Building Historically Designated: Yes NO '�J Occupancy Type: Load OWNER: Name (Fee Simple Titlleh�ol�d Address: l`- City: I enant/Lessee Name: i mail CONTRACTOR: Company a e: Address42� City: 1)`b�� Qualifier Name: V Construction Type: Flood Zone: BFE: FFE: State: one#: honef4��"��� State Certification or Registration #:b- Certificate of Competency #: _ DESIGNER: Architect/Engineer: '� Phone#: Addres State Value of Work for this Permit: $g—TV`. Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair ,Replace Description of Work E. 40% 5 Zip: ►emolition Specify color of color thru tile: ,�,, M Submittal Fee $ %P II0 /�n A 5D Permit Fee $ W0 CCF $ �• W CO/CC $ �f Scanning Fee $ I. 00 Radon Fee $ (�. �� DBPR $ Off. d' Notary $ Technology Fee $ 3.715 Training/Education Fee $ a. oo Double Fee $ 0 Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ,D, ,:, ,rn�/')nhMnl Bonding Company's Name (if applicable) ^� Bonding Company's Address Q\� _ City _ State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspec4on fee will be charged. Signatu Si g natu OWNER o ENT CONTRACTOR The foregoing instrument was acknodged before me this The foregoing instr ent was acknowledged before me this day of 20, by day of 20_, by �� r �� w _is personally known to who isyersonally known to me or who has producCE as me or who has producedV� L as identification and who did take an NOTARY PUBLIC: I P r i rad 1 Y_ l���l ia�►piyW p� • IVME RODRIGUEZ Seal:'Notary Public - State of Florida 4 Commission # GG 222103 .� •., a�°�`My Comm. Expires May 24, 2022 Bonded through National Notary Assr„ ***************************** APPROVED BY IUn. d. --,4n-) /7A /,)M At identification and who did take an oath. NOTARY PUBLIC: Pri Seal: Notary Public - State of Florida �' of Commission # GG 222103 My Comm. Expires May 24. 2022 Bonded through National Notary Assr. *** *********************************************************************** Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: uaftier// ner Signature Date Print Name U BALDO BLIP 437 GOLDEN ISLETS D HALANDALE, FL,3;3009 LICENSE #CGC047'289 PAGE 1 OF .3 NC()9G9C91NC ,#8=F CELL # 305-219-5717 LICEN:3ED & INSURED � 1 CJSTOMET R ) O ' �. \�'�-�`►4�C,��`. ,'�l.i��� 1c� ADDRESS. 1 �' — _ HOOME#3—# -i��- CELL#�.i���. -ei13�i I -'S C TRACT AGREEMENT BtV'/EEN `AUL S RQDRIGUEZ(THE WINDOWMAN) AND HEREAFTf E ERRED O ASM HE OWNEIR(s) �i OPO ED IMPROVEMENT TO - �C �� �- TO TFl IR HOME )Q T i _LO NG DA (S) --HE CONTRACT AGREES ALL WORF,C PSC STRUCTURAL MODIFICATIONS TO TH ;GREEMENT,IMPORTANT THAT THE OWNE : COMPLETED AND MATERIALS ARE IN PL —HEIR SHALL BE NO PENALTY FOR I.=AIL i7E PROJECTED TIME FRAME AS THE: RE I -;STACLES BEYOND OUR CONTROL. -E: `=OLLOWING ITEMS ARE NOT ­`3LjDED IN THIS AGREEMENT AND —:E SOLE RESPONSIBILITY OF c. WSJ _ CONFOM TO THE FLORIDA BUILDING CODE. EXISTING STRUCTURE ARE INCLUDED IN THIS RECOGNIZE THAT ONCE PHASE OF PROJECT CE IS THP_ OWN':R(s) RESPONSIBILITY. E TO START OR COMPLETE THE PROJECT IN LT OF ADS ERSE WEATHER CONDITION OR ljHE F( IN THIS (b NG ITEMS ARE INCLUDED MET` �f. Nish l ��st(G_ t-Nc III PAGE 2 OF -► i 'THE CONTRACTOR SHALL PROVIDI : ALL LABpR AND MATERIALS TO COMPLETE THE INSTALLATION OF TH(= FOLLOVUING: . MGFT(s): _PRODUCT(s) DE§CRIPTI C 0 ko 3)7517 -kQ l4) %Q. Lei (6) (18)_ 7) (19) (8) ,. 9) (21)_ �\ (22)_ 4 �� £ ! �'I 141 (23)— 12) (24)— 'THE 24)_'THE TOTAL SUM OF THIS PROJE=CTJL- AND SHALL BE PAY AS FOLLOWS: i i a X50% DEPOS ON,1REF.-IJ� A i_E) BJP DN ACCEI1TANCE OF THIS AGREEMENT PAYABLE TO nc�,3 �)► )"� '�1 _ FOR THE: SUM OF,,; 4'7 +I3 iTHE OWNER SHALL BE RESPONSIBLEJ- FOR COMPENSATING THE CONT ACTOR FOR PERMITS. ENGINEERING AND SUEkMITTAL PROCESS FEE $ ) hl � E C)THE BALANCE FOR THE SUM OF $ 4-1 ©`)l SHALL BE PAY TO THE •�-� CONTRACTOR UPON COMPLETION 0 THIS PR, JECT � a1p� 5 j'Z jl ��_ i RIE; CG r sigr)eture owner signature ONE YEAR GUARANT ( L WEAR & TEA _ date saIlesm n ignature i a date'''" i date Iq L� aff 1(!D m 0 Miami Shires Villaae APPROVED I BY I DATE ZONING DEPT BLDG DEPT I I Y,/ F/ 1//V1 l 7 SUBJECT ( O CGNIPLIfNCE WITH ALL FEDERAL STATE ANL) CC ISN f Y rIUL S AND REGULATIONS 0 •000.0 • • 0 0000•• ...... .... ...... .0000. .... . .. ..... ...... .. . ..... .... . .. ...... . . . . ...... 0000.. 0000.. 0000 0000 0000.. 0000.. 0000.. 0000 0000 .000.0 0000 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. � NO 7 ZRI 4-40.4 —'el- -T� 7 3, • • h••••• • M I A M 1• RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NO ACCEPTANCE OA www.miamidade.gov/economl_ poratio 7040 N. W. 77 Terrace �— Miami, FL 33166 ,PSCOPE: CT A 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 PER -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, o:.- suspend the use of such product or material within their jurisdiction. RER 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 I has been designe to comp e Florida Building Code, including th Hurricane Zone. Dl.SCFJAT116N: Series 100 Outswing Aluminum Doors w/wo Sidelites - Impact APPROVAL NT: Drawing No.W13-03 - Alum Swing Door w/ Sidelites", sheets 1 through 10 of 10 (inclusive 3.1, 7. 1), prepared by Al-Farooq Corp., dated 01/30/13 and last revised 04/16/18: signed and sealed by Javad Ah rami- �roduct Control Revision stamp with the Notice of Acceptance nu e expiration date by the Miami -Dade Counr t Control Section. MISSILE IMPACT MING: Large and Small Missile Impact Resistant I.,imitations: 1. See DP tables for X or XX in sheet 1, Door w/ sidelites (w/wo reinforcement) in sheet 3_1. See Single sidelite (standalone) DP capacity in sheet 3. 2. See allowable mulled configuration in sheet 3_1, not to exceed (5) panels w/ max two mulled sidelites. 3. Max door leaf width mulled with sidelites in sheet 3.1, shall not exceed = 36-7/8". See active panel 4 -point locking or active panel dead lock w/ manual bolts option in sheet 4. 4. Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 portivt�of the.1QA is displayed, then it shall be done in its entirety. • • • • • • • . • • • • • • 000 • INSPECTION: A copy of this entire NOA shall be provided to the user byt ie manuVct 4 en its distributors and shall be available for inspection at the job site at the request of the Building Official. "Phis NOA revises and renews NOA #15-0706.03 consists of this pa ga land evidonaaipagesE-1.1&2 and E-3, as we l as approval document mentioned above. • • • . . . . . . . . . . The submitted documentation was reviewed by Jorge M. Plasencit,.P.E.;' .' • • • • • A llo. 18-0122.18 00=� • • • attln Pate:. July 04, 2023 4ppro$al OaN:May 24, 2018 "' 0 ' 000 0 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA #13-0219.07) 2. Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3. 1), prepared by Al-Farooq Corp., dated 01/30/13 and last revised on 12/11/15, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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, TAS 202-94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated January 14, 2013, Test Report No 7086 (FTL-12087), signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #13-0219.07) C. CALC _ Cv 1. Anchor verific tion calculations and structural analysis, complying with FBC-2014, 5th edition, pared by Al-Farooq Corporation, dated 06/19/15 and 12/11/15, signed an y Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Interlayer", dated 06/25/2015, expiring on 07/04/2018. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite ® PVB Glass Interlayer", dated 06/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company, (MA) for "Saflex Clear and Color Glass Interlay;;s",• expi ring•on 05/21/16. • • • • • • • • • • • •• ••• •• • • • •• •• ••• ••• ••• •• ;. 0 0 . ; . M. Plasencia, P.E. 'Produc�ge Control Unit Supervisor NOA No. 18-0122.18 • r :EKrirat ion Bate: July 04, 2023 • ; •; AQprivil Bate: May 24, 2018 E-1 A. •• •• . . . •• 0• l)oralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al- Farooq Corporation, dated 06/20/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 13-0219.07, issued to Doralum Corporation for their Series "100" Aluminum Outswing Doors w/wo Sidelites — Impact, approved on 07/04/13 and expiring on 07/04/18. 2. Test proposal, dated 08/21/12 approved by Jaime D. Gascon, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-03, Rev E, titled "Series -100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3.1 and 7.1), prepared by Al-Farooq Corp., dated 01/30/13 and last revised on 04/16/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCUL chor verification lculations and structural analysis, complying with FBC 6' Edition (2017), pre ed by Al—Farooq Corporation, dated 01/15/18 and revised 04/20/18, signed sealed by Javad Ahmad, P. E. D. SURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Interlayer", expiring on 07/04/2023. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol ® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company, (MA) for "Saflex Clear and Color Glass Interlayrs"-eXp6rt1gon 0%21121. . ......... . •• ••« ••• mss• • • Y• • • ; ge TL Plasencia, P.E. Product Control Unit Supervisor NOA No. 18-0122.18 000 0 vprajon Date: July 04, 2023 • ; %:ApprotalDhte: May 24, 2018 E-2•. .. • V «• ... . . . ... . Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al- Farooq Corporation, dated 12/19/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #15-0706.03, expiring on 07/04/18. .. ..... . . . .. . .. . ...... . .. ... .. . .. .. .. ••• •.• •.• *Control .. . :. . Plasencia, P.E. *Pr uct Unit Supervisor NOA No. 18-0122.18 • • Ploratiln Date: July 04, 2023 • ; •; ;ArMrpval Date: May 24, 2018 E-3.:. . .. .. .. .. ... . . .. 39 5/8" MAX. MAX. II 7r, ---— - � Trf- I II I ko / 41 POINT LOCK OPTION SEE SHEET 4 n I I \ I I II II \ I u I n \ I ACTIVE �\� 76" MAX. (5) AN `h9R DOOR FRAME 'WIDTH AT STIL_S EN❑ I Ii I TYPIC B 4' (!1L✓••• B - HEAD/SILL r A • 28" ly CORNERS �� \ , SURFACE APPLIED FALSE MUNTINS HEAD • • ! • MAY BE USED �+] • AOMPLl•I, WITH EGRESS REQUIREMENTS TO BE REVIEWED BY f �•' -BLDG. VFFICIAL PER FBC, AS APPLICABLE. • • NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0122.18 Expiration Date 07/04/2023 By Midmi-0Sde Product Control DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM FRENCH DOOR W SIDELITES APPROVAL APPUES T SINGLE (X DOUBLE (XX) EAF DOORS H OR WITHOUT SIDEL WITH LIES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES ON SHEET 1. SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. SEE TABLE 4 FOR SIDELITE AND SIDELITE MULLION CAPACITY ON SHEET 4. THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION ,CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. I DUCT HAS BEEN DESIGNED AND TESTED TO SUiLDING.'C H THE QUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA DEI� UDING HIGH VELOCITY HURRICANE ZONE (HVHZ)iBYOR 28 BU LICKF OT BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DOOR LEAF HEIGHT = FRAME HEIGHT - 2.250" DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 2.750" DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH - 2.250")/2 D.LO.HEIGHT = FRAME HEIGHT - 12.250" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 � s u o � k � p I��/i i •I _v 0 2019: �= �E OF A{y drawing no. k1iDG W13-03 I Ii I TYPIC B • (!1L✓••• B - - it" W . • 28" 52D 28" HEAD • • ! • D.L OPG. ••••• D.L. OPG. TABLE 2 • • • • • 38 7/8b • -t DOORSLOAD CAPACITY PSF 36 7/8" (7) ANCHO AT STILE END • • • ! • L T}I • • 9 SINGLE T LEAF WIDTH AT 3" O.C. ! ,e D001i, alAS. • j.`j�fINAY'ED GLASS DOOR DIMS. I,AiDNATED GLASS • • • • • FRAME LEAF FRAME IHT.(-) FRAME LEAF FRAME IM.(-) • HEIGHT !QrTA(* WIDTH HEIG II '39-5/li y�/e' g8"• "(b 1 80.0 w 98", 65.0 1 80.0 / DEAD BOLT • a • s•!• • N 5-3 n a O LOCK OPTION SEE SHEET 4 n n L- \ II / \ / n rt �+] • AOMPLl•I, WITH EGRESS REQUIREMENTS TO BE REVIEWED BY f �•' -BLDG. VFFICIAL PER FBC, AS APPLICABLE. • • NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0122.18 Expiration Date 07/04/2023 By Midmi-0Sde Product Control DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM FRENCH DOOR W SIDELITES APPROVAL APPUES T SINGLE (X DOUBLE (XX) EAF DOORS H OR WITHOUT SIDEL WITH LIES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES ON SHEET 1. SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. SEE TABLE 4 FOR SIDELITE AND SIDELITE MULLION CAPACITY ON SHEET 4. THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION ,CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. I DUCT HAS BEEN DESIGNED AND TESTED TO SUiLDING.'C H THE QUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA DEI� UDING HIGH VELOCITY HURRICANE ZONE (HVHZ)iBYOR 28 BU LICKF OT BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DOOR LEAF HEIGHT = FRAME HEIGHT - 2.250" DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 2.750" DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH - 2.250")/2 D.LO.HEIGHT = FRAME HEIGHT - 12.250" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 � s u o � k � p I��/i i •I _v 0 2019: �= �E OF A{y drawing no. k1iDG W13-03 I Ii I TYPIC B • (!1L✓••• B - - it" W . • 28" 52D 28" HEAD • • ! • D.L OPG. ••••• D.L. OPG. TABLE 2 • • • • • 38 7/8b • -t DOORSLOAD CAPACITY PSF 36 7/8" (7) ANCHO AT STILE END • • • ! • L T}I • • 9 SINGLE T LEAF WIDTH AT 3" O.C. �+] • AOMPLl•I, WITH EGRESS REQUIREMENTS TO BE REVIEWED BY f �•' -BLDG. VFFICIAL PER FBC, AS APPLICABLE. • • NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0122.18 Expiration Date 07/04/2023 By Midmi-0Sde Product Control DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM FRENCH DOOR W SIDELITES APPROVAL APPUES T SINGLE (X DOUBLE (XX) EAF DOORS H OR WITHOUT SIDEL WITH LIES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES ON SHEET 1. SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. SEE TABLE 4 FOR SIDELITE AND SIDELITE MULLION CAPACITY ON SHEET 4. THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION ,CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. I DUCT HAS BEEN DESIGNED AND TESTED TO SUiLDING.'C H THE QUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA DEI� UDING HIGH VELOCITY HURRICANE ZONE (HVHZ)iBYOR 28 BU LICKF OT BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DOOR LEAF HEIGHT = FRAME HEIGHT - 2.250" DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 2.750" DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH - 2.250")/2 D.LO.HEIGHT = FRAME HEIGHT - 12.250" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 � s u o � k � p I��/i i •I _v 0 2019: �= �E OF A{y drawing no. k1iDG W13-03 • • • • - EL�EVATJQ/ TYPIC • (!1L✓••• (xx ) • • DOOR OPTIONS ••••• •• • •• •• TABLE 1 • • • • TABLE 2 ••••• -t DOORSLOAD CAPACITY PSF DOORS [AAD CAPACITY - PSF • • ! A • • • 9 SINGLE T DOUBLE (XX) ! ,e D001i, alAS. • j.`j�fINAY'ED GLASS DOOR DIMS. I,AiDNATED GLASS • • • • • FRAME LEAF FRAME IHT.(-) FRAME LEAF FRAME IM.(-) • HEIGHT !QrTA(* WIDTH HEIG • ! ! • i '39-5/li y�/e' g8"• "(b 1 80.0 76" 36-7 98", 65.0 1 80.0 • a • s•!• • N �+] • AOMPLl•I, WITH EGRESS REQUIREMENTS TO BE REVIEWED BY f �•' -BLDG. VFFICIAL PER FBC, AS APPLICABLE. • • NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0122.18 Expiration Date 07/04/2023 By Midmi-0Sde Product Control DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM FRENCH DOOR W SIDELITES APPROVAL APPUES T SINGLE (X DOUBLE (XX) EAF DOORS H OR WITHOUT SIDEL WITH LIES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES ON SHEET 1. SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. SEE TABLE 4 FOR SIDELITE AND SIDELITE MULLION CAPACITY ON SHEET 4. THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION ,CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. I DUCT HAS BEEN DESIGNED AND TESTED TO SUiLDING.'C H THE QUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA DEI� UDING HIGH VELOCITY HURRICANE ZONE (HVHZ)iBYOR 28 BU LICKF OT BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DOOR LEAF HEIGHT = FRAME HEIGHT - 2.250" DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 2.750" DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH - 2.250")/2 D.LO.HEIGHT = FRAME HEIGHT - 12.250" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 � s u o � k � p I��/i i •I _v 0 2019: �= �E OF A{y drawing no. k1iDG W13-03 (6) ANCHORS (5) ANCHORS r/� AT DOOR MULLION AT STILES END / FRAME HEAD 201 1/4" �AT 3" C.C. • 41 3/4" 76"41 3/4" 41 3/4" 4" MAX. SIDELITE WIDTH / DOOR FRAME WIDTH / SIDEUTE WIDTH TYPi//� SIDELfTE WIDTH 6" AT , FRA! HEAD/SILL CORNERS i 1 F _ \ __JL \ -- I• J I \ II I II II -- , II !tom. INACTNE - - `t ACTNE.��� - • • • • • 1/ G �, • \ __, B _- __ G, 71" _, MAX. HEAD SILL o • • • • • • 3 5/ .0 • 28' (7) ANCHORS ..o^ 38 1/04 n , r 38 1/. n I ncn • • • • • • AT STILE END- • • AT 3' O.C. (5) ANDELITE �0I S • • AT DOOR M S • LOW -PROFILE SI FRAM SIR• • • TOP & BOTTOM FRAME • • • • • 00.00 TYPICAL ELEVATION 0 •• 000000 ( OXXOO ) • • • • • • • (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) • 0• • • • SIDELTE OPTIONS • ••••• • • • 0000• • 000• 0•• 0000 • 0 •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0122.18 Expiration Date 0710412023 VJCHORS By IDELfIE MULLION c HEAD Mla i -Da ro Product Contl URFACE APPLIED 4LSE MUNTINS AY BE USED �(4) ANCHORS \_HI -PROFILE SIDE1_TE AT SIDELITE MULLION TOP & BOTTOM FRAME FRAME SILL NOTES: 1. DOORS ARE VIEWED FROM OUTSIDE. 2. FRENCH DOORS WITHOUT INSECT SCREENS. • • • GLASS D.L.O.DIMS. • • • • • • D.L.O. HEIGHT (HIGH PROFILE SIDELITE) - FRAME HEIGHT -14.375" • • D.L.O. WIDTH (LOW PROFILE SIDELITE) = FRAME WIDTH - 4.50' D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.875' D.L.O. HEIGHT (DOOR) - FRAME HEIGHT - 12.250' D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20')/2 s 5 Ht 705922"0 = s $ 2018� �; STATE OFr ((/�� drawing no. s::gRD�:�►v`�.� W13-03 TADLE 3 • + 42 3/4" FRAME WIDTH EXT.(+) INT--(-) F 42 3/4" F.Z+.- WIDTH 65-0 80.0 PRODUCT REVISED as complying with the Florida �v I . .•o DESIGN LOAD CAPACITY - F'SF 65.0 80.0 4" MAX. 60.3 74.2 69.6- 4' MAX. 90 65.0 80.0 Building Code NOA-N o. 18-0122.18 60.3 74.2 r� FRAME FRAME STATIONARY PANEL (0) 64-6 79.5 HEAD/SILL (�F�) 65.0 80.0 HEAD/SILL F Expiration Date 07/04/2023 Z q 3 WIDTH HEIGHT CORNERS `r' CORNERS O F h J INCHES INCHES - By n f. w W Z a Miam• a no uctt Control Z Q d N / X 0 W N 0 O U d �. C LL D '0'- F{ D V'0>m 0 O _ O o p- IL (3 w a i 1L za:0 m m ° Jzm� S W M J Q Wo f 1- m m O c W I 3 Z M Ow K C X Q Y D LLI u, N H- ua N Ov^� G MAX. 1t•mz C' • MAX. a ¢ m HEAD SILL HEAD SILL ;o 0 $ ? Z LL o 38 1/4- 38 1/4' T � � D.L. OPG. D.L. OPG. g 0 HIGH PROFILE SIDELITE LOW PROFILE SIDELITEiz O • • • ` • • °R • • • I • • • FRAME WIDTH • • • • s • • • • TYPICAL ELEVATIONS • • • • • •• ••••+• • w e ( 0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE o 0 M t2 o n t'm N g m m t a • • • • • • • BASED ON ASTM E1300-09 (3 SEC. USTS). •2 9 E ••:a i • ••aa c C m U o \\�\t1'1111 il • • • • • • s • � .70592 = �, - � zola � �= a - O drawing no. �Q.'•. ATE OF -'J %S; •.Rtoa�o�.•y�; W13-03 U EXT.(+) INT--(-) 41 3/4 42 45 48 82 1/2 65-0 80.0 64.6 79.5 60.3 74.2 56.5 69-fi 41 3/4 42 45 84 65.0 80.0 64.6 79.5 60.3 74.2 69.6- 41 3/4 42 45 90 65.0 80.0 64.6 79.5 60.3 74.2 41 3/4 42 3/4 96 65.0 80.0 64-6 79.5 41 3/4 42 3/4 98 65.0 80.0 63.5 78.1 U � o m 4 o •. TABLE • 1 I L 39 5/8" (X) SIDELITE WIDTH SIDELITE WIDTH ^^^�78*.(cX)..,1^Tu SIDELITE TO SIDELITE WITH DOORS a a 39 5/8" MAX. MULLION/SIDELITE DESIGN LOAD CAPACITY - PSF 39 5/8" SIDELITE MAX. SIDELITE 39 5/8' MAX. SIDELITE FRAME HEIGHT INCHES DOOR FRAME WIDTH INCHES SICELTTE WIDTH INCHES SIDELITE TO SIDELITE SIDELITE TO DOOR W/0 REINF. WITH REINF. W/0 REINF. WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 1/Z 5/8" (X)82 76"(XX)41-3/4 24 30 36 55.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.D 65.0 80.0 65.0 60.0 65.0 80.0 65.0 80.0 80.039 65.0 80.0 65.0 80.0 65.0 80.0 5.0 80.042 64.6 79.5 64.6 795 64.6 79.5 4.6 79.545 :65.0 60.3 74.2 60.3 74.2 60.3 1 74.2 0.3 74.248 56.5 69.6 56.5 69.6 56.5 I 69.6 6.5 69.624 84 39 5/8-x (X) 76" (%) 30 36 41 -3/4 42 45 48 65.0 80.0 65.0 80.0 65.0 80.0 5.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 60.0 65.0 80.0 65.0 80.0 64.6 79.5 64.6 79.5 64.6 79.5 64.6 79.5 60.3 74.2 60.3 74.2 60.3 74.2 60.3 74.2 56.5 69.6 56.5 69.6 56.5 69.6 56.5 69.6 90 39 5/8' (X) 76" (XX) 24 30 36 41-3/4 42 45 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 78.0 65.0 80.0 65.0 78.9 65.0 80.0 65.0 72.7 65.0 80.0 65.0 69.6 65.0 60.0 65.0 68.5 65.0 80.0 64.6 69.3 64.6 79.5 64.6 68.3 64.6 79.5 60.3 65.6 60.3 742 60.3 66.4 60.3 74.2 96 39 5/8" (X) 76 (XX) 24 30 36 41-3/4 42 65.0 80.0 65.0 80.0 65.0 69.7 65.0 80.0 65.0 76.0 65.0 80.0 64.1 64.1 65.0 80.0 64.5 64.5 65.0 80.0 59.6 59.6 65.0 80.0 56.7 56.7 65.0 80.0 56.1 56.1 65.0 80.0 56.5 56.5 64.6 79.5 56.0 56.0 64.6 79.5 96 39 5/8" (%) 76" (X%)• • 2465.0 30 • :6 46-3,,64 80.0 65.0 80.0 65.0 65.5 65.0 80.0 N. 71.4 65.0 80.0 60.3 60.3 65.0 80.0 60.5 60.5 65.0 80.0 56.0 56.0 fi5.0 80.0 1 53.2 53.2 65.0 80.0 1 52.7 52.7 65.0 60.0 • 1 I L 39 5/8" (X) SIDELITE WIDTH SIDELITE WIDTH ^^^�78*.(cX)..,1^Tu SIDELITE TO SIDELITE WITH DOORS a a 39 5/8" MAX. SID JTE 39 5/8" SIDELITE MAX. SIDELITE 39 5/8' MAX. SIDELCE SIDELITE 39 5/5' MAX. SICELITE 39 5/8" MAX. • DOOR WIDTH WIO-H DOOR _ I N'IDTH •••• •• • •• •• •••• • •• DOCR FRAME W. • DOOR FRAME W. •••••• ••••• •• • I m o FRAME W. DECLARATORY STATEMENT DCA05-DEC-219 A FRAME W. J i • • • -- RJINFORCING m w • • SEE CWCRT O `J •••• © / • 1 I L 39 5/8" (X) SIDELITE WIDTH SIDELITE WIDTH ^^^�78*.(cX)..,1^Tu SIDELITE TO SIDELITE WITH DOORS a a 39 5/8" MAX. SID JTE 39 5/8" SIDELITE MAX. SIDELITE 39 5/8' MAX. SIDELCE SIDELITE 39 5/5' MAX. SICELITE 39 5/8" MAX. (t1(r,' L HV DOOR WIDTH WIO-H DOOR _ I N'IDTH SIDELITE _ r DOOR Y/iCTH WIDTH 7 Z o DOCR FRAME W. I 1\'!D7H DOOR FRAME W. R'I (o FRAME W. I m o FRAME W. DECLARATORY STATEMENT DCA05-DEC-219 A FRAME W. J �ksE''.9Q -- m w C F F' / / J j / i', / %i1//H\ M / drawing no. \ z O H 3 Z< Him / a H i /iii iii / %• iii ji / ' % i/ "' \i C� O C+ 0 0 ;i i O w ry m U \ / 7 ILA A. W \ K \ K \ L M \ _ � O t - - - OAl acoh S XO2 (OXO) (X00) (XOX) 0�y� Ii t DX / ( COX) Q wjO� q SIDELRE 76" MAX. SIDELITE 76" MAX. SIDELITE SIDELITE SIDELITE 76" MAX. WIDTH DOOR FRAME W. WIDTH DOOR FRAME W. WIDTH WIDTH WIDTH DOOR FRAME W. J m Q J Q W Ri F F fXXa3 INSTRUCTIONS: USE CHARTS AS FOLLOWS. 1. SELECTSINGLE OR DOUBLE DOORS CAPACITY FROM TABLES 1 OR 2 ON SHEET 1. 2. SELECT SIDELITE AND SIDELITE MULLION CAPACITY FROM TABLE 4. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. 4. SELECT LOCK OPTION AND CORRESPONDING MAX. DESIGN LOAD FROM SHEET 4. REINFORCING SIDELITE TO DOOR ( OXXO ) CL ~ SIDELITE / MULLION ANCHOR y / (`XXOO) ( OOXX) STILE END C OROU SEE D: t` r SEE SHEET 2 SEE 1 J raj SIDELITE 76" MAX. SIDELITE SIDELITE g 7 Z o \ E WIDTH I DOOR FRAME W. WIDTH WIDTH 1 to J _ n t m o DECLARATORY STATEMENT DCA05-DEC-219 A J �ksE''.9Q � C J / Building Code NOA-No" 18-0122.18 101¢ J j / i', is %i1//H\ M Q STATE OF drawing no. By Mlaml-0a Product Control 7i7j ���(A�, 111`` sheet 3.1 of 10 Him E / I 1-11L--Jll \ / 7 ILA fXXa3 INSTRUCTIONS: USE CHARTS AS FOLLOWS. 1. SELECTSINGLE OR DOUBLE DOORS CAPACITY FROM TABLES 1 OR 2 ON SHEET 1. 2. SELECT SIDELITE AND SIDELITE MULLION CAPACITY FROM TABLE 4. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. 4. SELECT LOCK OPTION AND CORRESPONDING MAX. DESIGN LOAD FROM SHEET 4. REINFORCING SIDELITE TO DOOR ( OXXO ) fOXXDO ) MAX. 5 PANELS CL ~ SIDELITE / MULLION ANCHOR y / (`XXOO) ( OOXX) STILE END C OROU SEE D: t` r SEE SHEET 2 SEE 1 J raj SIDELITE 76" MAX. SIDELITE SIDELITE g 7 Z o \ E WIDTH I DOOR FRAME W. WIDTH WIDTH 1 to J _ n t m o DECLARATORY STATEMENT DCA05-DEC-219 A 0 - a �ksE''.9Q � PRODUCT REVISED as complying with the Florida a 702 �1 fOXXDO ) MAX. 5 PANELS OOXXO ) NOTE: n '^ _ J / J m a o \ E / AND FLORIDA BUILDING COMMISSION 2 o m o DECLARATORY STATEMENT DCA05-DEC-219 A ``11111111III7j !4?•bLf e' •' ': �ksE''.9Q � PRODUCT REVISED as complying with the Florida a 702 fOXXDO ) MAX. 5 PANELS OOXXO ) NOTE: n '^ _ - GLASS CAPACITIES ON THIS SHEET ARE m a o BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 2 o m o DECLARATORY STATEMENT DCA05-DEC-219 A ``11111111III7j !4?•bLf e' •' ': �ksE''.9Q � PRODUCT REVISED as complying with the Florida a 702 Building Code NOA-No" 18-0122.18 101¢ Expiration Date 07/04/2023% •' (y � Q STATE OF drawing no. By Mlaml-0a Product Control 7i7j ���(A�, 111`` sheet 3.1 of 10 44-3/4" FROM BOTTOM, KEY ERA.TED ON -EXTERIOR AND THUMB TURN ON INT IOR FASTENED TO ACTIVE LEAF LOCK STIL ITH (2) #10-32 X 2" OH MS (2) #8-32 X 1/2" FH MS LEVER TYPE METALLIC HANDLE AT 38-3/4" OM BOTTOM, FASTENEDTO ACTIVE LEAF LOCK S E WITH (2) l 1-1/4" PH MS. AND (2) #8-32 X 1/2" FH MS CONCEALED FLUSH BOLTS BY 'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON STI FACE, LOCATED AT 11-1/2" AND 87-1/2" FROM BOTT —FASTENED TO -LOCK -STILE -WITH-------'-' -- -- -- #8-32 X 1/2" FH MS (2) SCREWS PER BOLT INACTIVE LEAF ONCEALED FLUSH BOLTS BY 'REGENT' ALLY OPERATED LEVERS MOUNTED ON IN E FACE OF LEAF STILE LOCATED AT 11- 2" AND 87-1/2" FROM BOTTOM F TO LOCK STILE WITH #8-32 X " FH MS (2) PER 39 5/8" 76" ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 38 -3/4 - FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR HANDLE FASTENED TO LOCK STLE WITH (2) #8-32 X 2" OH MS CENTER LOCK FASTENED TO LOCK STILE WITH (2) #12-24 X 1/4" FH MS INACTIVE LEAF: - - CONCEALED -FLUSH-BOLTS-BY=REGENT--- ---- - - - - - MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF STILE LOCATED AT 11-1/2" AND 87-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH #8-32 X 1/2" FH TC MS (2) SCREWS PER BOLT 3� 76" r 'U I lJ o 1O Z PART }FD -107 BY SULLIVAN h ASSOC. Expiration Date 07/04/2023 n 0n m / I / 7 AT V FROM TOP AND BOTTOM AND AT MIDSPAN By Q E (SPACING NOT TO EXCEED 40" O.C.) Mlamf D Control roduct Con � HINGES FASTENED WITH #10 X 1" FH SMS I U I N a w (6) SCREWS AT FRAME JAMB O r 4 •••••• I i • • • • I • I I / 3/16" HEAT STREN'D S ry Q W � LL 1 � I • • • • 090" Intedayv • Saflex Clear And Color Cl. ACTIVE \ Trosifol PVB ACTIVE I - INACTNE ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 38 -3/4 - FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR HANDLE FASTENED TO LOCK STLE WITH (2) #8-32 X 2" OH MS CENTER LOCK FASTENED TO LOCK STILE WITH (2) #12-24 X 1/4" FH MS INACTIVE LEAF: - - CONCEALED -FLUSH-BOLTS-BY=REGENT--- ---- - - - - - MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF STILE LOCATED AT 11-1/2" AND 87-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH #8-32 X 1/2" FH TC MS (2) SCREWS PER BOLT 3� 76" 2800 3/16" HEAT STREN'D GLASS 090" Interlayer SentryGlas CBy Kuromy America, Inc.' 1 F3/16" HEAT STREMD GLASS SILICONE GE 2800 z 19 tir II 'r GLASS TYPE 'G3' PRODUCT REVISED HINGES- as -a fti g with the Florida Building Code 3-1/2" X 7-5/8" X..122" THK. EXTRUDED ALUM HINGE NOA-No. 18-0122.18 r 'U I lJ o 1O Z PART }FD -107 BY SULLIVAN h ASSOC. Expiration Date 07/04/2023 n 0n m I / I AT V FROM TOP AND BOTTOM AND AT MIDSPAN By Q E (SPACING NOT TO EXCEED 40" O.C.) Mlamf D Control roduct Con � HINGES FASTENED WITH #10 X 1" FH SMS I U I N a w (6) SCREWS AT FRAME JAMB O r 4 •••••• I i • • • • I • I I / 3/16" HEAT STREN'D S ry Q W � LL 1 � I • • • • 090" Intedayv • Saflex Clear And Color Cl. ACTIVE Trosifol PVB ACTIVE �� INACTIVE 2800 3/16" HEAT STREN'D GLASS 090" Interlayer SentryGlas CBy Kuromy America, Inc.' 1 F3/16" HEAT STREMD GLASS SILICONE GE 2800 z 19 tir II 'r GLASS TYPE 'G3' PRODUCT REVISED HINGES- as -a fti g with the Florida Building Code 3-1/2" X 7-5/8" X..122" THK. EXTRUDED ALUM HINGE NOA-No. 18-0122.18 r 'U I lJ o 1O Z PART }FD -107 BY SULLIVAN h ASSOC. Expiration Date 07/04/2023 n 0n m 3 HINGES PER LEAF Z W z AT V FROM TOP AND BOTTOM AND AT MIDSPAN By Q E (SPACING NOT TO EXCEED 40" O.C.) Mlamf D Control roduct Con � HINGES FASTENED WITH #10 X 1" FH SMS G J U (5) SCREWS AT HINGE STILE N a w (6) SCREWS AT FRAME JAMB O r 4 •••••• V Ow.l • • • • 3/16' HEAT STREN'P CLASS • • 3/16" HEAT STREN'D S ry Q W � LL • .090" Otedayer • • • • 090" Intedayv • Saflex Clear And Color Cl. Trosifol PVB • • • • • By '@-man OChemical Coq • • By 'kuroray America, In ' • • • • • /16"lifAT STREN'S • • • 3/16" HEAT STREN'D S • SILI�dN� • • • •SY.IOONE IL • GE 28(p • • • GE 210 f • • • • •S�ICONE 909 SILICONE GE 2600 i GE 2800 � .m • •• I it ! i • • • I 0' 1 • • % G 1 % w 19 i & 19 GLASS TYPE 'Gl' G S TYPE 'G2' 2800 3/16" HEAT STREN'D GLASS 090" Interlayer SentryGlas CBy Kuromy America, Inc.' 1 F3/16" HEAT STREMD GLASS SILICONE GE 2800 z 19 tir II 'r GLASS TYPE 'G3' PRODUCT REVISED HINGES- as -a fti g with the Florida Building Code 3-1/2" X 7-5/8" X..122" THK. EXTRUDED ALUM HINGE NOA-No. 18-0122.18 r 'U I lJ o 1O Z PART }FD -107 BY SULLIVAN h ASSOC. Expiration Date 07/04/2023 n 0n m 3 HINGES PER LEAF Z W z AT V FROM TOP AND BOTTOM AND AT MIDSPAN By Q E (SPACING NOT TO EXCEED 40" O.C.) Mlamf D Control roduct Con � HINGES FASTENED WITH #10 X 1" FH SMS G J U (5) SCREWS AT HINGE STILE N a w (6) SCREWS AT FRAME JAMB O r 4 O U '�A V Ow.l Q O > m o ry Q W � LL LuIn 00< Q wmf Y m 3 Z o o F- 2-: Q Z EL W O C) n M a g J Z O 0 i- a C `11T1TI II 111,' v 13 20 ' _ I \ ..,•M Ns of i.I I P i g It � 70592 a 1 AT 1/4 POINTS ON L1TES` 29 WIDER THAN 36" ONLY TATE OF :(/� drawing no. Fcornor..• ��: W13-03 GLAZING DETAIL AT SIDELITE ; ,p,;'••. , , _�(g_� 'CAL ANCHORS SEE ' EVATIONS FO.R S ING /2" MIN. THROW BOLT PENETRATION ONCRETE 23 I'I OQ II II s II II IIS in II II EET 1 MTA m4.V U �� EDGED S r EDGE DIST. STRUC T URE Z n 0 I -IL w 0 S w w m oN O�iwm n o C1oWm TYPICAL ANCHORSTYPICAL ANCHORS C 5 m e SEE ELEVATIONS SEE ELEVATIONS .0 6 O Q .+ FOR SPACING FOR SPACING j ------------------ j O ap I CLIPPED MUWON TM PROVED i i m y Z O N I SEE SEPARATE NOA I I Q w O E ___-----II O f — - - - __' J z m 4 w uv Q wmP 0 i, WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM TYPICAL ANCHORS m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM SEE ELEVATIONS c i� AND TRANSFER THEM TO THE BUILDING STRUCTURE. FOR SPACING Z n O Ld Q Q 8 ICAL ANCHORS: SEE ELEV. FOR SPACING 2U5 0 ao O ! 1/4" DW ULTRACON BY 'ELCO (F-177 KSI, Fy=155 K I z m z o' a INTO WOOD STRUCTURES" p n„ 1 w W ii BS) U n v K !iI RU 1BY OR 2BY BUCKS INTO CONC. OR BLOC g Z u- 1-1/41 m W 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) i J n i! -1/4' MIN. EMBED INTO BLOCKS (JAMBS) O DIRECTLY INTO o n ••• 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) • • iii 1-1/4' MIN. EMBED INTO CONC. OR GROUT -FILLED BLOCKS (JAMBS) s• • • e �! • • • • 1/4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) m tU • . • • • • • • • INTO MIAMI -DADS COUNTY APPROVED MULLIONS • 4 • OR R r • • INTO METAL STRUCTURES (HEAD/JAMBS) PRODUCT REVISED ° = 2 >? W • • i I i i • • • • • as com I in with the Florida c E o 6 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS P 9 0 8 C • • • • I� I I Building ode II •• •• ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) HOA -No. 18-0122.18 d¢ 3 • ♦ • » i i • • • � • . STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • • 1 Expiration Date 07/04/2023 • I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • ••• •• A moi` II •••• B • • • I\G i 0000 • • • CRITICAL EDGE DISTANCE Miami -Da roduet Control •`o_ o o r _ • • • • Ij ,j INTO CONCRETE AND BLOCKS = 2-1/2" MIN. • • INTO WOOD STRUCTURE = 1" MIN. < < m W • • • • • • s i ' i l s i INTO METAL STRUCTURE = 3/4" MIN. `1111IJ I I I I ITI7j' c I • • '� WOOD AT HEAD OR JAMBS SG - 0.55 MIN. ��I;`.' • • • ��� �2 t s • • • • • CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. y.. V NSF'•., b •r C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. WE SLOTS • • = '70592 s; o OPTIONAL coNcgb;Tt : - i= 0 8 a t ANCHORS MAY BE HEX OR FLAT HEAD. = A $ 7018 �_ a " N DIST. I SEE— TIONSS �Q S TE OF 44- drawingo no. 1/2" MIN. FOR ING�iS'•..THROW BOLT,ORIOR•'Gj W13-03 PENETRATION R DOOR DETAILS ����YS��I�IAIt��� sheet 5 of 10 4 • • I 7YRI 1BY OR 26Y PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0122.18 Expiration Date 07/04/2023 �U o 0 F BY Mi i�a Product Control f- z Q U z a O O (L ~ O U N n u rl Q: a M o --- -- - - --- -- - -Oa�a_.ti.-_ O oyNs S K2J N Q W � W N a 0 m 3 Z Ow o � C O = o L 0 n M �i J m S J Z W O g 0 a :49 • • `ttt 111111 //// • • • � VC 3g '•'V • • • i n g •••••• 70592 2018 0' 3 TE OF :•!��` drawing no. —03 DOOR DETAILS �''%S;S�ONgL, ////111111tt sheet 6 of 1 0 4 T KCAL ANCHORS EDGE 06T. -� / FOR SPACANIONS IG CONCRETE wl U O � rn V I 7 II = 14 tl II II II #10 X 1/2 - THREAD CUTTING II MACHINE SCREWS O 6" FROM EACH ENO it AT MIDSPAN 28 II TIP. HEAD/SILL 16Y OR 23Y iEE, 1 SIDELITE DETAILS P RODUCT REVISED complying with the Florida Building Code NOA-No. 18-0122.18 �U Q � o M Z Expiration Date 07/04/2023 C f19 Z BY -- • 13 • • I •• I� 0 0 O 16A •• CS li • •f ate' -m o d q y 0 • • • I 4 S • �1O'D w Q WOiEP • a•M•e• • s• • • f II •; • 14 l ! •• !f•• • •t f • ! •g„ • f • • i II • 60 t 22 II see 11,00, • • f • •HI -PROFILE • • SIDELTTL• • • • t ,.CONCRETE .:a • . v . �. ...� . v EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SIDELITE 16Y OR 23Y iEE, 1 SIDELITE DETAILS P RODUCT REVISED complying with the Florida Building Code NOA-No. 18-0122.18 �U Q � o M Z Expiration Date 07/04/2023 C f19 Z BY -- w m Q2z " d Miam/ e roduc� I� 0 0 O J N M INWa xx LL O F N n ate' -m o d q y 0 N Q W 7 LL N {L 2:Ozy- n �1O'D w Q WOiEP Z O w S FU CL UJ O 1,M n 3i _j o J Z o to 00_.M.. Q0< Cj EO:St: ATE OF.<{/�� drawingo no. omoP;•aG� W13-03 V'< � ;o � o 3/6" MAX. _ �/�-j�) ��� LOAD SHIM RING, I f O a �J Qa �� 0 1/4' MAX. 2 9 15 2 2 1 S 9 w N m 0 SHIM N WITH METAL a9 I II II ci aef > M _ Cr M0 E M O ,BLOCK _- jl II =-__ �0oi 0 uJ K D CONCt I _ _ _ - _ _ _ _ - - i : 2 _ o t L- J i J owzM w w EXTERIOR EXTERIOR Q w m 13 O 36 7/8- D.L. OPG. MAX. LEAF WIDTH D.L OPG. J 39 5/8' (X DOOR) 39 5/8- (X DOOR) " v SIDELITE WIDTH 76- (XX DOOR) 76' (XX DOOR) SIDELITE WIDTH 5 MAX. DOOR FRAME WIDTHOR MAX. DOFRAME WIDTH m FRAME WIDTH — z n O w TPICAL ANCHORS F Q SEE ELEV. of' FOR SPACING i dFw- 'D w ro r O3� n M I L a �3Jm 0 15J Z O Z •••• 00¢J • 11.4 • • • • • • I O • •• • •• •• . a. •• --J11/1� N o••• •••••••• 0 •• PRODUCT REVISED ••• •..• complying the Florida • • Oulldf Code ••••• EXTERIOR OA -No. - a 18-0122.18 • • • • • • • • D.L.OPG. D.L. OPG. Expiration Data 7/04/2023 � • • •• •.•.•• Br 0 o •••• • • • • .. • . • SIDEUfE WIDTH SIOELffE WIDTH MI mi -9 a Product Control .` o LLLLL- •••• a .70.592 ,; a R 2018 = - Q'•,. ATE OF ((/�� drawing9 no. SIDELITE DETAILS 0000 • 0000 •• • • •• ::see: 000000 • e • ee 000 00 e • eee • • • •• •• 0 0 0 00 • • • 000 •ecce• ee e • • • • e 000• •0000• •• •e ••0ee • 000 •• 000• • 0000 • . •• • • •ecce• • ••00 ••• •• • •• •ecce• • • ITEIf iY PAR': # REQD. I DESCRIPTION MATERL%L 1(AN-,/SUPPLIER/REM.IP.YS 1 T-51493 1/DOOR FRAME HEAD 60fi3-Tfi - 2 . T-51494 2/DQOR FRAME JAMB 6063-T6 - 3 T-51503 1/LEAF DOOR TOP RAIL 6061-T6 - 4 T-51492 1/LEAF DOOR BOTTOM RAIL 6061-T6 - 5 T-115022/ LEAF WEATHERSTRIP ADAPTER 6063-T6 - 6 SW -28898 1/DOOR ITHRESHOLD 6063-T6 I - 7 T-51520 1/LEAF HINGE STILE 6063-T6 - 8 T-51496 1/LEAF LOCK STILE 6063-T6 - 9 T-11500 AS READ. SIDEUTE SUP ON JAMB 6063-T6 - 10 T-11501 1/CORNER ASSEMBLY STIFFENER 6063-T6 - 11 FD -107 3/LEAF BUTT HINGES (.122" THK.) ALUMINUM SULLIVAN k ASSOC. 13 T-11499 AS REDO. SIDELITE GLAZING BEAD 6063-T6 - 14 T-51504 AS REDD. SIDEUTE BASE ADAPTER 6063-T5 - 15 - AS READ. SIDEUTE REINF. CHANNEL 3003-H14 - 167-11498 AS REDD. SCREW CAP (OPTIONAL) 6063-T5 - 16A - AS READ. SCREW CAP (OPTIONAL) 6063-T5 - 17 - 2/LEAF 3/8- X 16 THREADED ROD STEEL - 18 - 2/LEAF 3/8- X 16 NUT - - 19 - AS REDD. PVC INSERT - - 20 - AS READ. ULTRAFAB - - 22 PW -101 AS READ. BULB WEATHERSTRIPPING VINYL - 23 PB -8400 AS REDD. PILE WITH INTEGRAL FIN W,STRIPPING - SCHLEGEL 24 5025 AS REDD. FLUSH BOLTS DELTA IND. 25 CP -8111 - ENTRY LOCKSET I KWIKSET 26 #8 X 1- 4/ CORNER ASSEMBLY SCREWS, FH SELF DRILLING AT ALL FRAME JOINTS 27 08 X 2-1/2- 3/ CORNER ASSEMBLY SCREWS, PH SMS - 28 18 X 1-1/2- 2/ CORNER SIDE -ITE ASSEMBLY SCREWS, FH SELF DRILLING - 29 - AS READ. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0122.18 Expiration Date 07/04/2023 By Mifml-DSfe Product Control Z m m O Z m n n O 0W N O OUV�r V O W 17 0 6 C C O Q W U) y Z to - o J 005 j Q WOE ME d- qo. 705e2�i 2,10 o a 9 O STATE OF ({/�� drawing no. FCORIOt;'_�G`� W11 3-031 �4,000 1 .076 fE 1.594 1 �" n '.445 �' 1_ y p .746 2.,zs PRODUCT REVISED as complying with the Florida 0.375 BuildingCode .688 + NOA-No. 18-0122.18 I �v L M I o' 3 Z q "- L7.500 2.250 11 .375 lio- "838 L 045 Expiration Date 07/04/2023 __. By -- C F Z ~ m N Q -� 9� ��-7l9 1.494 T 16 0.372 Ml ` Mla D Product Control .688 Q a c O W Nin N N o 3 WEATHERSTRIP ADAPTER SCREW CAP F�2.125 IL p H X Q b 1.252 63aas .897 3 SIDE LITE GLAZING BEAD O T- 2.162 OFRA_ME HEAD 2.07- ®O IIn II � N 5S/TEEE� 16- � I E N QpaV Wa&c caw o z, LL J 2� a� a�n ole 2.2 7.963 Q wmf .078 4.000 4.895 5.638 .078 < N 3.375 o I o 0 e 1.750 .875 (DLLI F oil i m � 0 22.000 FRAME JAMB a.00o ------ �I O HINGE STILE ,4 SIDELITE O I I U ® of of Z n O LU U 0 I- t.s73 �I BASE ADAPTER 1.750 j �-4.2247 .250 078 9 ALUMINUM HINGE ~gym 0 ^ ^Mal 4.000 3.500 7.150 2.139 1.725 o j 3 n Z • . � • • � .078 IR4.616 1.540 0 . • ••I � •.• • .a16 r • • • � 4.906 • 6 ° w = B • • LOCK STILE ASSEMBLY STIFFENER ' R • . 2.057 1.445 TQ'. RAI • . • •.676 • • • . �• . • • o7e F it rT. 1 m 0 1 9:9 fi=== � � .. •.. 26416 I4I 1.656 .• . •• • •• .078 .• LL •. I- 4.156 _1 t.t25� • • 0 0 m n N 0 g 8 m s e • 5.500 • 6•a�• SIDE LITE JAMB 5'766 .166 `7 1711 ltll/r7� 3.750 �i O 2.177--j I .055 ` ENS' ;O ' .70592 - R 1.375 500 2 2018 9 drawing no. 1.7so-� .062 O Rolx,v►.• ' ems; 1s %'s'' c�� W13-03 �� 4000 ___j ,� O O BOTTOM RAIL O THRESHOLD SIDELITE BASE GLAZING BEAD SIDELITE ALUM REINF. / UU` o z6 / 28 z � a a A 00.o aaadppp 0 y N p m Q W j LL / jos-¢ j Q Z 11 k O w J Y m D DOOR FRAME TOP CORNER SIDELITE TOP & BOTTOM CORNER SIDELITE SLIP ON JAMB CORNER 3 0 w " ,L ,6 0 8 J Z I` o • • • ••• 27 O 17 • ••• •• • • ••••• • • • • • R • • • ascomplying wDUCT ith the Florida • ••• • • • Building code t • • • • • • • • NOA-No. 18-0122.18 • • •• •• • • �•i Expiration Dale 07/04/2023 HE • 100 • • BY *80. Miami- Product Control • • c� • • • • ���� AN 0 n .70592 = a 20 201 B r DOOR FRAME BOTTOM CORNERQ�AO�R,O \���\ drawingo no. LEAF TOP & BOTTOM CORNER f/ /itFVAt ���� Sheet 10 of 10 RAMMS ENGINEERING, INC.. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING COD 2017,% Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSKd = .85; OR 175 MP IND ZONE Interior & Exterior Zones (4 Exposure C For the - Wall 175 sitive Pressures f mph Wind Zone CATEGORY,2 `BLDG, -r Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet, C20 30 40 50 ) 60 1.00 0.95 0.92 0.89 /0.88,`' �_-0.86 15 40.4 38. 37.5 36.7 ; 36. T,, ' 35.7 0 42.7 40.8 39.7 38.9 " ~38.3 ? 37.8 25- 44.6 42.6 41.5 40.6!---.-"\40:Q/ 39.4 30 46.5 44.4 43.2 42.3( ' 481.7 41.1 40 49.4 47.2 45.9 4-4.9, \- -./4,-4.2 43.6 50 51.8 49.4 48.1 1 /,47.11 - 46.4 45.7 60 53.7 51.2 49.8 '�,48.8, 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures: , " "•' Exposure C For the 175 mph 1Nintl•Zone CATEGORY 2 BLDG Height (Maximum) Effective Wind Area (or;,Tributary Area) in Square Feet CL20 +' 1130/ ; > 40 50 60 -1.10 -1.05 x-1,.02/,% -0.99 -0.98 -0.96 15 ti, ---54.1 I -40:9,' -40.2 -39.6 -39.1 20 -46.4 -444 ` ,----43.'3 -42.5 -41.9 -41.4 25 -48.4 -46.4 `a -,,,-45.2 -44.4 -43.8 -43.2 30 -50.5 /,448.4 '-' -47.2 -46.3 -45.6 -45.1 40 -53.6 f;; ?,' -51'.4 �, -50.1 -49.1 -48.4 -47.8 50 -56.2 1,, -53.8/ -52.5 -51.5 -50.7 -50.1 60 -58.,21,--,-j,,`5,5.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls),Negative Pressures Exposure C _.w For the -.l 175 mph Wind Zone CATEGORY 2 BLDG Height Maximuf ` Effective Wind Area or, Tributary Area) in Square Feet 10 0 30 40 50 60 `�-�-=1.40 - 9 -1.23 -1.19 -1.15 -1.13 15 ti, ---54.1 - 0. -48.3 -46.8 -45.6 -44.7 20 '� -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 -66.1 -61.7 -59.1 0057.2 . -55.8 -54.6 -69.3 -64.7 -61.9 •. -60.p • �$.� -57.3 60 -71.9 -67.0 -64.2 •• -62. -.1 -59.4 �� NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimppsib?i'or .4•I�, hiche�er l� smaller, but not less than 4% of least horizontal dimension & 3 fty(h - gean•ro4f Aelgh= in feet). ------ "THESE TABLES ARE NOT TO BE REPRODUCED IN WHCTLE Old IN WR -T'. • • WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNLESS SIGNED WITH BLUE IjVK� IE4.Li�3 BY • • ROBERT MONSOUR. • ..0-: _ : _ • - . 9.1