Loading...
REV-18-922 Miami Shores Village i Building Department R 10 281@ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 6724 FBC 201 � i BUILDING Master Permit No. 211 3(129- PERMIT APPLICATION Sub Permit No. I ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS f JOB ADDRESS: I L4 1 NLA) 100 I 'C c r—ck C P._ City: Miami Shores County: Miami Dade Zip: �J31 Z7 Folio/Parcel#: 1 I 3 1 b 1 V'aa C)ID- F)L> Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: F OWNER:Name(Fee Simple Titleholder): Phone#: Address: 100 ler City: 1 k(:)re-5 State: ` Zip: 1-s Tenant/Lessee Name: Phone#: ,Email: \\ CONTRACTOR:Company Name: 1�-r�s�i P_ UDS. r)ACN,.�� ' DCX>-S Phone#: .W5 8av-5944 Address: S Shi7 �i- City: State: F I Zip: -7 d� Qualifier Name: Lr i -d ) n GL SCag L4 ZZ U Phone#: State Certification or Registration#: CQC. IDS I to Ki? Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition\ ❑ Alteration ❑ New ❑ Repair/Replace F-1Demolition � Description of Work: q �`� i r1� c� d- r- y S l o S C CU <:i-C Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ ' �� CO/CC$ Scanning Fee$ C11 Radon Fee$ �2 .CJj DBPR$ 2 C� Notary$ O . 2.O _ Technology Fee$ 0 E� Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ' ' W (Revised02/24/2014) i F t •z 4; Bonding Company's Name(if applicable) Bonding Company's Address City State Zip i 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 o uch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature t Signature OWNER or GENT CONTRA R�V( The foregoing instrum nt was acknowledged before me this The forenginstrument was acknowle before me this --day of t 20 by ! day of yr/ 20 _, by who is personally known to ( � 7 f a L ,11a rdyho isperson ally known to me or who has produced Or A:. as me or who has produced Y • IL as identification and who did take an oath. identification and wh ake an oath. NOTARY PU I NOTARY BLIC: i Sign: Sign: Print: Print: ?� ubk Stab d Ficaft Seal: Notary Public State a Flor9da Seal: Jessica Qoniabs • Jessica OontaW: d My COmmissl"00107252' My Commission 00 107252 o Ns" Expires 06/23!2021 t Expires 06/23/2021 APPROVED BY Plans Examiner Zoning i Structural Review Clerk (Revised02/24/2014) I Job Description: n Replacing Windows & Doors To Impact 12 Openings o 1.Single Door 8.,Horizontal Roller; Outswing door; Window OX, 37.25",X 80.625" 36.751 x 37.75" 80/80 65/65 NOA 17-1226.05NOA 17-0918.09 2, nta er 9.Horizontal Roller Window OX Window OX ATHROONt 36.875"x 50.5" 36.76'x 37.75"' 9, e! Rt�QM ` 65165= 65165 NOA 17-09181 09! NOA 17-0918.49 rREVIsj�o 3.SN Casement i 10.Single Hung Windo+ni� Window 36.875"x 50.5" 36.75"X 38" 74.7(74.7 75175 $ NOA 17-0918:11 = 11. 4:SN Casement 11.Single Door Window 32 t' ng door SMROOM 2 36:875"X 50.5" 32 X 80" 74.7174.7 65/65 egress4; 140A17.0918.11: , FL#16708.1 5:SN Casement: 12 Ho Roller Window' Window XOX 36:875"x 50_.5" 93"x 3r', 74.7174:7 65/65: NOA-17-0918.11 NOA 17-0918.09 6.Horizontal Roller 13.Horizontal Roller_ LIVING�� Window_ OX Window ox 54.5!'x 26" 74'x 83"' FRONT R BEDROOM 1 65/65 80.21602 g 3 NOA`17-09'98:1 I NOA 17-0918.09 7.Single Hung 14.Horizontal Roller 18. 14. 1. Window Window OX ML 18.5"x 38.125' 54.875=x 63_" 75/75 60.2/60.2 •• •• • • • • •• NOA 17-1018.08' NOA 17-0918.09 • • • V\JS -362 Ev<<g _ X22 .:• .:: •.: :•: .:• Miami Shores Village - IFOCOEUR-PETIT - - _ APPROVED BY DATE 141 NW 100 TER . ZONING DEPT {% MIAMI SHORES, FL 33150 BLDG DEPT ® I •.. w op SUBJECT TO COMPLIANCE WITH ALL FEDERAL • S1ATE AND COON IY nULFS AND fil-GUI,AHONS 01/09/2018-12:09pm interni V:\Projects\-Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART.dwg 6th EDITION-FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 175 MPH MRH <_60' ASD DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 MRH=MEAN ROOF HEIGHT INTERIOR ZONE* PRESSURES 1 EXTERIOR ZONES PRESSURES O ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW) INS 'IONS'IONS FOR TABLE USE,: - Mean Mean DESIGN PRESSURES(PSF)-Z NE 4 Mean DESIGN PRESSURES(PSF)-ZO E S 4 1. IDENTIFY THE ZONE OF THE OPENING IOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE Roof Tributary Area(Sq IF _ __ f Tributary Area(Sq Ft) t�E BELOW LEFT OR INFOR IOM1f_P O Y-7HERS. 1.1. ANY QUESTIONABLE OR - TO�E-13ER D THE MORE CRITICAL(EXTERIOR)ZONE Height 10 20 30 40 -5 _ fight 10 20 30 1 40 50 5. / 2. IDENTIFY THE BUILDING MEA VERA T FROM THE LOWEST GROUND ELEVATION.IF 43.4 41.6 40.6 39. 53.6 50.0 47.9 46.4 45.2 1 MEAN ROOF HEIGHT CANNdT E P D, T PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft r LJ5 ft 2.1. ALWAYS ROUND UP RO)F H TO NE LE VALUE. +40 .1 +38.2 +37.2 +36. 3'9 +40.1 +38.2 +37.2 +36.4 +35.9 �,2. VALID FOR ALL ROOK ES-FOR SLOPS EE AN ENGINEER FOR REDUCTIONS. -45.1 -42.2 41.4 0 _ 55.7 -52.0 -49.8 -48.2 -47.0 3. CALCULATE THE TRIBUTARYARE E OPEJ N�U STION AS THE GREATER OF(HEIGHT 18 ft �..- 18 ft DTH)OR THE SPAN LENGTH(HEIGHT)""-AI E- IVE WIDTH OF 1/3 THE HEIGHT(HEIGHT 2/3). +41.6 +39.7 +38.6 +37.9 +37.3 +41.6 +39.7 +38.6 +37.9 +37.3 3.1. USE THE AREA BETWEEN STRUCTURRA-OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -46.2 -44.2 -43.1 -42.3 -41.7 -57.0 -53.1 -50.9 -49.3 -48.1 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 20 ft +42.6 +40.6 +39.5 +3$.7 +3$.1 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -48.4 -46.4 -45.2 -44.4 -43.7 -59.7 -55.7 -53.3 -51.7 -50.4 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft 25 ft 4�READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +44.6 +42.6 +41.4 +40.6 +39.9 +44.6 +42.6 +41.4 +40.6 +39.9 IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 30 ft -50.3 -48.2 -47.0 -46.1 -45.4 30 ft -62.1 -57.9 -55.4 -53.7 2.4- 1.18.VERIFY KA REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +46.3 +44.3 +43.0 +42.2 +41.5 +46.3 +44.3 +43.0 .2- 41S ERAL NOTES: -51.9 -49.8 -48.5 -47.6 -46.9 -64.1 -59.8 -57.3 -SSS, /TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft L_` - CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +47.9 +45.7 +44.5 +43.6 +42.9 +47.9 +45.7 +44.5 + +43t /2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. 'WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft -53.4 -51.2 -49.9 -49.0 --48.3 40 ft -65.9 -61.5 -58.9 . .6 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +49.2 +47.0 +45.7 +44.8 +44.1 +49.2 +47.0 +45.7 44.. �® THAN THE RATED LIMITING WIND VELOCITY ABOVE. _ '3�TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. 54.8 -52.5 -51.1 -50.2 -49.5 -67.6 -63.0 -60.4 58.5 57' 4.INTERNAL PRESSURE COEFFICIENT Y FACTOR) WITH FOR USE WITH AN ENCLOSED STRUCTURE Y. 45 ft 45 ft 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. +50.5 +48.2 +46.9 +45.9 +45.2 +50.5 +48.2 +46.9 +45.9 +45.2 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -56.0 -53.7 -52.3 -51.3 -50.6 -69.1 -64.4 -61.7 -59.8 -58.3 7. THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 8• THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 55 ft -57.1 -54.7 -53.4 -52.4 -51.6 55 ft -70.5 -65.8 -63.0 -61.0 -59.5 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE +52.7 +50.3 +48.9 +47.9 +47.1 +52.7 +50.3 +48.9 +47.9 +47.1 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS ED-HEREIN_. 60 ft -58.2 -55.8 -54.353.3 ,522 _ft -71.8 -67.0 -64.1 -62.1 -60.6 10. THIS SPECIFICATION DOES NOT FFER-A PROD V D CERTIFICATION. REFER TO ANY SEPARATELY Ni +53.6 +51.2 +49.8 +48. +4 +53.6 +51.2 +49.8 +48.8 +48.0 SUBMITTED TEST CRITERIA AND OTH R LS'FOR DESIGSTALLATION INFORMATION AND APPLICABILITY / OF THESE TABLE VALUES WHICH IS T 11VE - Y- ER� ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT R ECT O ,O{I, K NCES. 12. NO CERTIFICATION IS OFFERED EG EG TT E HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE HER DDIT A ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE(4-), EXTERIOR ZO GHT EXPLAINED LEAST HORIZONTAL C o m U)Z In o m m 4 ea, ; wmz=0.o0i comm- a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%6VIA ROOF DIMENSION m G1 m v O n m w m 61 Z 1 L0 PEAK ROOF Z-1-2 C 3- A 2 1 w HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 O5 Am v GT p;1 x x w m rn X �I HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. ?m 0--i D z v>_m o'c z w Ln Z O CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN,-,-, S ® ^ to�Z 1 X a o Am i m rn O G) REQUIRED. ROOF rn p z- D 2 m ut pe = 3 a a ROOF ROOF EAVE HEIGHT r��j�z m m m 3 D l m;a n D D I--i f� HEIGHT HEIGHT in y O c m 0 In z G)In �„ _ •�� IA . . . .. zr-zmoiOz4_Z Zm1 � • • • • O O 0 ��jDOiOrn��z'hm � C] • ••• • 5 5 a PLAN VIEW DDD�20 �uc�• O• rnb II` •• aij 5O COMPLEX \� pTpzNmM-1 rnmD i UI Z r ELEVATION _ ISOMETRIC _ CORNERS 5 5 - p vcn ° •" -d En �,vi ••, , • • OO o REMARKS DRWNCHKD DATE 6TH EDITION FLORIDA BUILDING CODE •5 �1�tCiIIV��R�I C "p o -0 r- z INIT ISSUE GSS TSB 03/05/12 m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 EXPRESS° • • z o� m REV 2014 FBC DGM TSB 06/10/15 m r- 2 UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 coaroanre oFF ce: z Fi m m z 160 S%4/•12W AV N E S E 06 D - L 10 z � r DESIGN LOADS FOR COMPONENTS&CLADDING E • ��T �Fj DEERFIEL•D BEACii,FL 3x34 y MASTER PLAN SHEET ) Q �( � •I n THISDOCUMENTISTHEPROPERTYOFENGMEERINGEXPRESS, P:(DS4 4- 66 F A 3Sf-D44; • z"' �AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 1 • Csiti OF•+rT • • ZO 2 O A71 O p r m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. ASCE / - 1 O E:F%-M@ENGINEERINGtPR"1OM• •• m 0 m I--� PERMITTED AOND INVALIDATEINGS TO THIS OURCERTIFICATION..ENT ARE NOT < m o ENGINEERINGEXPRESS.COM 00 4/5/2018 Florida Building Code Online • • 1 1 . . I. 1 , 1 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications.I FBC Staff I BCIS Site Map Links I Search I t Product Approval +....• or *fee:* .USER:Public User • ease 0 Product Approval Menu>Product or Application Search>Application List>Application Detail • •••••• •••• • • FL# FL16708-RS • • •••��• • • Application Type Revision • • Code Version 2017 • • • • •• a• •••• •••••• Application Status Approved •••••• Comments • • • • • Archived p +• • of • • + I t Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd f Klamath Falls, OR 97601 (800) 535-3936 - fbcl@jeld=wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601,. (800) 535-3936 cust6nierserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies v Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 i Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden P.E. O .Validation Checklist-Hardcopy Received Certificate of Independence ' FL16708 R8 COI COI JW SS 2015-04-27.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 l. Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16708 R8 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf 1 Sections from the Code https://www.floridbbuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUl GK9KQhKmiQLpP5tjNDIMRAg%3d%3d 1 4/5/2018 Florida Building Code Online 1 . Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Validated 12/12/2017 Date Pending FBC Approval 12/18/2017 Date Approved 02/13/2018 Summary of Products FL# Model, Number or Name Description ; •' "" ""0 16708.1 A Design Pro/Smooth Pro/Studio Single(X) Impact Opaque ggor�0 x 6- do i-10 x 8-0.00 —-_ Fiberglass Inswing and Outswing • Limits of Use Installation Instructions 0 Approved for use in HVHZ:Yes FL16708 R8 II A010871#A X.OPFO SS 2 2JU9.pdf••••• ero Approved for use outside HVHZ:Yes Verified By: Hermes F. Nor . 7377$ • Impact Resistant:Yes Created by Independent?PTiVP4-ty: Yes.""• ""' Design Pressure: N/A Evaluation Reports •• •• 0000 000004 Other: FL16708 R8 AE PER466a"S,S,1017-11-174)df .' Created by Independent jhird'P4ty: Yep 0 0 0 0 0• 16708.2 B Design Pro/Smooth Pro Single(X) Impact Glazed Door-3-D x 6-8 and 3 -0 x 8-0 :•••• Fiberglass Inswing and Outswing • • • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010872A X,GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports r Other: FL16708 R8 AE PER4438.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.3 C Design Pro/Smooth Pro/Studio Double(XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswrng Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010873A XX,OPQ SS 2017-02-09.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: FL16708 R8 AE PER4664.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes r 16708.4 D Design Pro/Smooth Pro Double(XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010874A XX,GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes 1 Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4440.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O) Impact Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes ;, FL16708 R8 II A010875A OXO,OX OP Q SS 2017-02-09.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 I Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4665.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes i 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010876A OXO,OX GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778 Impact Resistant: Yes Created by Independent Third Party: Yes, Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4442.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes hftps://www.floridabuilding.org/pr/pf_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFU1 GK9KQhKmiQLpP5tjNDIMRAg%3d%3d' 2 4/5/2018 Florida Building Code Online 16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswiing + Limits of Use Installation Instructions { Approved for use in HVHZ:Yes FL16708 R8 II A010877A OXXO,OXX OPQ SS 2017-02- Approved for use outside HVHZ:Yes 09.pdf Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R8 AE PER4666.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.8 H Design Pro/Smooth Pro Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Glazed ' Fiberglass Door 1270 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions •••• r Approved for use in HVHZ:`Yes• FL16708 R8 II A010878A OXXO,OX X 6Id•SS X2016-09+.•• Approved for use outside HVHZ:Yes 26.pdf • • • • Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 •••• •• Design Pressure: N/A Created by Independent TMPc•lfafty: Yes••• ••••• Other: Evaluation Reports 1 •••••• • • FL16708 R8 AE PER4444aleg"2017-1L17.pdf • Created by Independent%rd P^: Yes:••••• ••••• •• •• •••• •••••• Back .. • • • • • •••••• Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-4874824• • •••••• •• • •• • • • The State of Florida is an AA/EEO employer.CC2_yright 2007-2013 State of Florida.::Privacy tatement::Accessibility Statement!:J�gflrid'Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: ® 99 { Credit Qat Safe hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUI GK9KQhKmiQLpP5tjNDIMRAg%3d%3d 3 PREPARED BY: x''1`1'IVT, A iJL L11 \�' BUILDING�DROPS,INC. 398 E.DANIA BEACH BLVD.,STE.338 W'I'N D O W=SE & Dy0 O,R.S DANIA BEACH,H.33004 - PH:19541399-84)8 FAN:19541744.4]38 WEB:..WRdingdr•p,. DESIGN PRO/SMOOTH PRO/STUDIO — 371/2"MAX. O o IMPACT APPROVED 6 O.A.WIDTH z F m q a FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2^MAX. 5 o o � z o n m O.A.WIDTH w W LL 6 4 , ® 'x Q g2N•� IL F- GENERAL NOTES: r s a® " ,. C" Z w ^5 D . \ �U p:o 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 3. 0 a Q 0 3� BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: f \ = 5 z cc1 . co J Q 'F-lo. • TAS 201-94 g = io O CL LU • TAS 202-94 m L .+ ~ Z W n • TAS 203-94 ti= 5 s nLl Ili e W Q Lu Lu 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE t7 m¢ 4 e O z i7 s L7 (> RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE z z LL_ s • ACTIVE 3 z 5 ACTIVE z 11 uN/1 ao„ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF3 ¢ s Z cj s W;. INSTALLATION.. 3 0 5 = O z CL O 3. ,THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED r REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 4 DOCUMENT. c L L Add ADASiII,Multi-Point Lack GL 6/23/14 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 a 5 6 7 a s 3 a 5 6 7 a s RESISTANCE. a a a a a a a a a a a a 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH [� TYP.ELEVATION 1 [� TYP.ELEVATION 2 mtO�Nc xw NDS_'HOTBEREvgao .NwHME oe PABT DOORS ARE QUALIFIED. B•-e•.DooB HEIGHT - ea•000x HEIGHT INITHOM—TTENCONSENTOFBUII...DROPS,INL -.S,HIO 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. —KINGS TO TNSDDOCUMENT ABT NOTONT PERM17EO AND —ALIREMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT `S\ I77 ' PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY ��� �S F. O 7i� OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH-OH HEIGHT IS 21.0 - ' ��� ��,.. 1i .O NOTE: 7 DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. T T - .' 41 0 • P. W f219°Fi� 398f�MAHItItTil � `�3a TABLE OF CONTENTS F IPE CER%OF ADTHOR- •• ••• • • • • • SHEET , REVISION SHEET DESCRIPTION � • • • • • • • • ••• igitally signed by Hermes F.Norero,P.E. _ • • •• • • • • • eason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES • •• • •• • •. ••h • ate:2017.02.0915:24:09-05'00' 4 2 A TYPICAL ANCHOR LAYOUTS AND NOTES •• ••• 0•• 0•0 ••. DATE: 02.OS.14 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CCHKC. Y: MSS 4 A VERTICAL ASSEMBLIES _ � MAX.OVERALL NOMINAL SIZE SS DESIGN PRESSURE(PSF) GL/TQM �MISSILE _ _ 5" A 'HORIZONTAL ASSEMBLIES CONFIGURATION WIDTH IG SWING• g30UTS.. IMPACT 0 SCALE: NTS 6 A WOOD SUBSTRATES FDS. kE OS. NEG.• • : 0 0 DWG.JJ:A010871A -7 A CONCRETE SUBSTRATES X 4`3'4' t-8'• :99• 65• �5• •65 [UMISKA • SHEET: OF8 8 A COMPONENTS&BILL OF MATERIALS X 3'-0" 8'-0" 50' 50 SO- 50 UMI&SMI `SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 INSTALLATION NOTES: PREPARED BY: _ 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q- 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 39e E.DANIA BEACH—D.,sTE.33s CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA BEACH,FL 33334 PH:19SA39984]8 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FAX:19541744.4738 STUCCO,FOAM,BRICK VENEER,AND SIDING. 37 1/2"MAX. wcB:.nw.nwlmRed.DP:.�M O.A.WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP. to OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z p W m N o _ S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL IN ANCHORS INTO MORTAR "p s "m JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE - p W Z v,LL—.. SHELL OF BLOCK. 1O 2 Q i N N s 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK 7� p cL =) '•'2 d CONCRETE/MASONRY CONSTRUCTION. I— ICT p¢ Q m S U Y 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE DO•"= m m d FOLLOWING PROPERTIES: n A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.5S. ¢ 2 C) Wo• B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z LL m= B = 2 C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z u U U OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 3—¢ ¢ ¢ W Z PSI. D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O— �' �' Q �:t OF 2000 PSI. U C. 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR I'• LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. H o: REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Add ADA sill,Multi-Point Lock GL 6/23/14 A2 A2 ANCHORTABLE �TYP.ANCHOR LAYOUT - - 8'41'6 B'4Y DOOR HEIGHT REPROIOU 6'8"DOORS 8'0"DOORS DSNAu ear BE D wNOu WALTER T WRITTEN CDNSF T OF BUI T11G.0 HE H—E,MITTEDOTHER RlING5T0 TN SDDD[UMFNTA OT PfRMH1ED AND ANCHOR MIN. MIN.EDGE A NVA ID ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. non. SIZE EMBEDMENT DISTANCE SPACINGAT SPACINGAT \\\\\\ES F JAMBS JAMBS _``�\���• /��i " NOTE: _ NO ANCHORS REQUIRED ATTHE_SILL FOR SINGLE DOORS(X)ONLY. WOOD SCREW #10 20R WOOD FRABUCK 1-1/2" 3/4" 17-1/2" 17-1/4" 7 { ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" T T .: O •, C :' i T ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CCNU. 1-1/4"-CMU 1" 17-1/2" 17-1/4" � (ns�+•�,•.....••P� ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" 398 DANII,�,F fM 'yJDEd�9 IPE cERT.3E AUTHORRATION ND.29578 •• ••• • • • • • •• B2 • • •• • • • • • 2-119X21/2"PFH • •• • • • • ••• • SCREWS • • • • • • • • • DETAIL D2 •• ••• •• • • • •• DATE: 02.05.14 2-#9 X 2 1/2"PFH NP,HOPPE 22 23 _ DWG. Y: CHK. Y: PFH SCREWS MULTI-POINT SHOOT BOLT G LTJ M SSM SS PLATE LOCATION _ .,, ,,. DETAIL 82 (RH PLATE SHOWN) • •••{ _ • ••• • • SCALE: NTS • • • • • • • • • TYP.HOPPE 1-BOTTOM SHOOT D2 • • • • • • ••• • • DWG.#:A010871A MULTI-POINT SHOOT BOLT BOLT PLATE • • • • • • • • • • • SHEET: • • •• • • •• e • • OF8 PLATE LOCATION HOPPE#2098911 • • • • • • SILL SECTION VIEW HEAD SECTION VIEW 2 INSWING SHOWN OUTSWING LMBAN INSWINGSHOWN OUTSWINGNMIIAR SEF DETAIL Bl SEE DETAIL 02 • • • • • • • • • • PREPARED BY: N.. BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD.,STE.338 41/2"TVP. 41/2"TYP. Y _ DANIABEACH,FL3- PH:19541399-84)8 11/2"OFFSET PAR:(954)7 447TB wEB:wwW—IdiRBdraps.mm E p 0 []qNg 3 I ON� F�y d O O - Go m ac CIL _j SL230 SL130,LEFT SL130,RIGHT SL230,8'0" SL130,8'0" cc C) a mw MgDLL O Q X p n g h U J (7 O CL Q Z L Z �`•' g o (3�0 w Z O Q 'k P SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT SL600 REMARKS BV DATE �TYP.ANCHORLAYOUT Add ADA sill,Multi-Point Lock CL 06/23/14 ITIDNAL 3X BUCK IN CONCRETE/MASONRY QUALIFIED SKIN PATTERNS Add Qualified Skin Patterns LS 12/11/36 250±.010 HALL NOT BE REP WRHOUi WRITTEN DNSERDNT OF OUILDPIGLOROPS,LINC . .092+'010005 ,030±,010 MARKINGSTO TM DDOCUMSENT ARE NOT PER—RAND 11/4"MIN.EMBED TYP: _ _ `♦\:IN S.F. 0 i TT � 1' �TYP.GROOVE DIMENSIONS SEE TABLE , 00 O L' hoc• C5 z z `w_ N 2X BUCK ANCHOR TABLE �<4u i fsFIIIBTYe�♦ \ 6'B"DOORS 8'0"DOORS i 2X WOOD BUCK INSTALL. � i ♦ w- i Cj \ 2X WOOD BUCK ANCHOR EEMBEDM:ENT MIN.EDGE MIN.CENTER 39R E. y�E r A}�a ANCHOR PER BUCK ANCHOR TABLE P ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER DAN SIZE MAX.O.C. MAX.O.C. —OIPro.x 7B S��TRI,T� 0NST01NCE• SO1CI AT •SPACING AT WK WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. • • • • A s• JAMBS CROS95ECTION LDE VIFW ITW TAPCON 1/4" CONCRETE/CMU •2-1/2" • • S' • I •qp ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONIC. •• 1„••• •T, • •251 • 30-1/4" DATE: 02.05.14 1-1/4"-CMU NOTES: DWG. Y: CHK. Y: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. ' GL�TJM SS/MSS ... . �... .. • - SCALE: 'NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. • • • • • • • • • • • • • • • :0* • • DWG.a:A010871A • • • •• • • •• • • • SHEET: OF8 • • • • • • 3 • • ••• . . . . . . . . . . 009 0 0 0 000 0 0 PREPARED BY: BUILDING DROPS,INC. DANIA DANBEACH BLVD.,STE.338 ' BFACM,iL 33W4 PH:19541399-8478 FAX:(954))44A)38 WEB:w tN,11diNed.ps.. 11 INTERIOR EXTERIOR EXTERIOR /. INTERIOR 4 r INTERIOR EXTERIOR Do o M o 5 �. p§Q Ln gym cc LLL w LL�o v::< ��4 :1,cc DO gas CCL D. UU Y OPERABLE HEAD OPERABLE SILL OPERABLE SILL o a Q J 4 OUTSWING SHOWN-INSWING SIMILAR4 INSWING 4 OUTSWING a Q Z. ENDURA ZAIL4565F AFCO 1-2297 Z U � H e K W W C� > _ 11 EXTERIOR INTERIOR REMARKS BY DATE INTERIOR EXTERIOR / 7 INTERIOR EXTERIOR Add ADA SIII,MultkPol,t Lock GL 06/23/14 10 D6 �o .Ullc DRMIN I NOT BE OLF OR PA. WRITTEN ox°�.oFa�RGeRDPS,IN. ADDITIONS,NIGRDGRTING•OR OTNFR OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL M,aR =oi.DOONMf......nP NRMI FOANO 4 INSWING/OUTSWING 4 INSWING 4 OUTSWING �$F• O 7i, ENDURA HCI5000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 's�Q�• O • = -a TT r � �0 9 RDax1� X INTERIOR EXTERIOR SPE F lU7NOJRcAJlON NO.29579 B •• ••• • • • • • •• INTERIOR EXTERIOR .. ... •• • • • •• DATE: 02.05.14 DWG. Y: CHK. Y: GL/TJM SS)MSS OPERABLE SILL -` -OPERABLE SILL SCALE: NTS 4 OUTSWING 4- OUTSWING ••• DWG.s:A010871A OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4S65F • • • • • • • • • • • • • •• • • •• • •. • SHEET: OF8 4 . . . . . . . . . . PREPARED BY: HINGE SCHEDULE - HINGE DETAIL AT IAMB: PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC.' DOOR HEIGHT QUANTITY 398 E.DANIA BEACH BLVD.,STE.338 DANIA BEACH,FE 33004 6'4' 3 PH:19541399-8478 FA%:(954)744.4738 B'D" 4 \ WEB:.—I-9-P-1 Atommq w F o''�`6 18 19 CO °LL 2Cx w SQ=- INTERIOR INTERIOR OQ Q Mg / 1-#9 X 2-1/2"PHILLIPS J / \ FLATHEAD WOOD SCREW O a H y .� a Z-o .. / 3-#9 X 3/4"PHILLIPS N "WOe FLATHEAD WOOD SCREWS v3 EXTERIOR EXTERIOR 0 C) 4-#9 PHILLIPS FLATHEAD WOOD SCREWS _ a 17 USE3/4"LENGTH FOR 6'-B"DOORS �zF USE 1"LENGTH FOR 8'-0"DOORS W> 1 LOCK JAMB 3 HINGE JAMB tik 5 OUTSWING SHOWN INSWING SIMILAR 5 OUTSWING SHOWN INSWING SIMILAR REMARKS BY DATE Add ADA sill,Multi-Point Lock GL 06/23/14 9-#9 X 13/4"PFH 3-#8X2"PFH 13-#8 X 13/8"PFH(6'-8"UNITS) 8-#9 X 2 1/2"PFH W/HARDWARE 15-#8 X 13/8"PFH(8'-0"UNITS) THISumNlsH unw P,IN 6'-8"&B'-0"UNITS W/STRIKE HARDWARE COMES W/HARDWARE x4uxOTeEREvnooucvDlxwxoa aR PART W/STRIKE HARDWARE ( ) 1-MPL STRIKE PLATE / ixour WRITTEN coNSENT D EaNCDAOPS.INC. 4-MPL STRIKE PLATES ARRIx ATIONS,AooITIDNS,HIc UGHTING,OR OTHER _ 4-#8 X 13/8"PFH ro 7 IS DOCUMENT ARE NOT PERMITTED AND 21 1-REINFORCEMENT PLATE E c5 xvALID 20 HOPPE#2512296 0'''�ii EXTERIOR EXTERIOR 0 7 .0 , Q' ;- P /u INTERIORINTERIOR o ota Y 9A o x� ff�kln�3B FBPECERT.OF AUTHOR X0.79578 •• •• • • • • •• 11 -11 • • • • • ROCKWELL MULTI-POINT LOCK JAMB' HOPPE MULTI-POINT LOCK JAMB ••?-&--I,;4i64pf- ItjLTIjPOINT LOCK DATE: 02.05.14 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y: GL TJM SS�MSS — . _...."' . ...— •— - - SCALE: *NTS • • .•. DWG.#:A010871A • • . • • •• • • •• • • • SHEET: OFS • • t • • • - 5 ••• . . . . . . . . . . . PREPARED BY: 2X WOOD BUCK Q w BUILDING DROPS,INC. H= 398 E.DANIA BEACH BLVD.,STE.338 MIN. OANIA BEACH,F133001 EDGE DIST. �� WOOD ANCHOR PH:19541399-84)8 SEE TABLE SHEET 2 w a �� SEE TABLE ON SHEET 2 FAR:(954)7,14.4738 H WEB:www.Wildlydropx.com SILICONE ww 2X WOOD BUCK O F1 O �mN41 E^ °"�d a 0.25' c g I — MAX. 2X WOOD BUCK iz— Q n¢s WOOD ANCHOR SHIM O R D= n O¢ F 5 SEE TABLE ON SHEET 2 MIN.EMBED. I— N Y SEE TABLE SHEET 2 O Q cc HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL N d 0 6 OUTSWING SHOWN-INSWING SIMILAR 6 � OOUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED O °3 ENDURA ZAIL4565F w� as SILICONE r k� SILICONE SILICONE [:�:�2X WOOD BUCK 2X WOOD BUCK REMARKS BY DATE Add ADA sill,Multi-Polo[Lock GLI06/23/141 4 2X WOOD BUCK THIS E REPF.— INlull" .I. wF-CONSENT of BuuowGonors�ixc. OPERABLE SILL OPERABLE SILL � OPERABLE SILL ATbN3HIS DCUME NIGNWNTNG,OR ON ER [NGS TO Mti DOCUMFNi NOT PERMITtEO AND CA- 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED \ AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 \\\SES F. 0 7�i O . v . TT fa SILICONE SILICONE SILICONE 39eE E..fvt&4A�3e BRE CERT.OF-RIZATIO.NO.295)8 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK •• ••• • • • •• • DATE: 02.05.14 OPERABLE SILL OPERABLE SILL ••• •• *0PERABLE•ADA SILL GL/TJM SS)nnss 6 OUTSWING-NO ANCHOR REQUIRED6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED — SCALE: " NTS AFCO A-117 ENDURA ZOBL4565F ••• ••• ENDURA HCI5:00 DWG. n:A010871A • • • • • • • • • • • • • • SHEET: OFS . . . . . p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW 000 •• 000 •• • • • SECTION OF HEAD OR JAMB AS LONG AS MINIMUM • • • • 6 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• PREPARED BY: MIN. P- �- 1X WOOD BUCK s Q 4 EDGE DIST. , (OPTIONAL) SEE TABLE SHEET 2 BUILDING DROPS,INC. N N -�' "� } 398 E.DANIA BEACH BLVD..9E.338 z w DANIA BEACH,FL 33004 CONCRETE ANCHOR SILICONE O PH:19541399-8478 SEETABLEON SHEET2 FAM:(954)744.4738 o f wiB:ww Widin80PDP[.cPm w J _ CONCRETE/ MASONRY '•l' %/ Q O BY OTHERS + % CONCRETE/ fN !,' MASONRY ' O mmN+$ r BY OTHERS vii 'o`TP o 1X WOOD BUCK 'I p Lu O m (OPTIONAL) of= MAX.MAX 2cc K � F}— CONCRETE ANCHOR SHIM p cL i SEE TABLE ON SHEET 2 +• CONCRETE/MASONRY BY OTHERS f 0 m g MIN,EMBED. U SEE TABLE SHEET 2 + Q En HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL a w . 7 OUTS—WING SHOWN•INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED CD UO' ENDURA ZAIL4565F w Z O OU o R SILICONE SILICONE SILICONE F- • e REMARKS BY DATE e e 'O e e 'p e e '97 e e Add ADA sill,Multi-Point Lock GL 6/23/14 CONCRETE/ - CONCRETE/ CONCRETE/ MASONRY _ MASONRY MASONRY BY OTHERS BY OTHERS - BY OTHERS AND SHALL NOT BE BEPRDDUCED IN WHOLF OR PARTN OPERABLE SILL OPERABLE SILL OPERABLE SILL Maw N[ONSENT OF BUDDING ON!I=DNC. MAR[INGS iON NIS DO[UMENTAR IGHU NOT PERMRITTFDANO INVALIDATLGIURCIROP ION. 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED, 7 OUTSWING-NO ANCHOR REQUIRED 7/7 AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 `�S�ES F' O Z,i 7 v . T T SILICONI �O•••• ( P`;••2l/� E 4 SILICONE SILICONE �. F G e 4 e a a e e e I. t(lHy&Sylp13°�F. e D. d. C C FBPE CfRi.O AUfHORW�IION N0�39578 CONCRETE/ CONCRETE/ ­LCONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS •• 000 • • • • • •• I, OTHERS OPERABLE SILL � OPERABLE SILL �L ••b9Ek4B1E:SILL DATE: 02.05.14 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIREDU76WING/&NSWINi-40 ANCH&R REQUIRED DWG. Y: CHK. Y: AFCO A-117 ENDURA ZOBL4S6SF •• • •• ENSURA91CI30001AMA G L/TJ M SS�MSS. SCALE: NTS . ... . ... . . DWG.Jr:A010871A • • • • • • • • • SHEET: OF8 • • • • • • ••• • • p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW � • •. • • • • • • • • • \ SECTION OF HEAD OR JAMB AS LONG AS MINIMUM • • •• • • •• • • • EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • • • • • • • • • • • • • • • • BILL OF MATERIALS PREPARED BY: 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 /rkl\ FINGER-JOINTED PINE p BUILDING DROPS,INC. SOLID PINE 398 E DANIA BEACH BLVD.,M.338 1 FRAME HEAD/JAMBS LAMINATED VENEER ® DANIABEACH,FL3- LUMBER PH:B54)399 78 0 FAx:19s41T4 4738 COMPOSITE wcB:www.6mlmOBe.OPz�nm 2 (NOT USED) 3 (NOT USED) C1 p[ m^o 4 ENDURA ZAIL4565F THRESHOLD - p t~.3 .LLJ m o^',+o 5 AFCO1-2297 THRESHOLD . - < a a% 52. CC 6 AFCO A-276/P-2000 THRESHOLD - _� LL g r I—a CT 7 AFCO H-497 THRESHOLD - oCL O®O° ®® O CL 8 AFCO A=117 THRESHOLD - ° U CO 9 ENDURA ZOBL456SF THRESHOLD - O 0 O C z O o o HANDLE + �� Z 10 ENDURA HCISOOO ADA THRESHOLD - DO = = HEIGHT Z QDO 0 CD WQ 11 WEATHERSTRIP URETHANE FOAM& O ° _ _ O l7 e POLYETHYLENE ° ° J W z LU 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE n o O Fao O Z s:}. HANDLE g ;e 13 (NOT USED) _ HEIGHT d Ws 14 (NOT USED) - a C.�oo o R O 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o ° o ~ U 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL O REMARKS BY DATE 17 BUTT HINGE(SEE SCHEDULE SHEET S) STEEL Add ADA sill,Multi-Point Lack GL 06/23/14 - 18 KWIKSET LOCK SERIES 400 STEEL 00 O o 19 KWIKSET DEADBOLT SERIES 780 STEEL - p N Is rx ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT = NOs uxor BE REPRoouctorovmou ORPAR.T" 20 STEEL HwDHOW WRITTEN CON91T DE eunnwB OROPs,INc ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0 UNIT AETERAnoxs.ADDITwx F,xIOHUOxnNO Ox Or,1N B0.63"— RUNG TO Tps DOCUMENT ME NOT PERMITTEDA 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL N 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL 0 23 _ HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL •• = / •- 0 7 O FRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO J-2297 O AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH) '�iSftYG�kr�`G`��� VARIES ` ,SEE BOM AT LEFT THRESHOLD THRESHOLD THRESHOLD 39e F*' 398 DA"AJYfr ' E[FRT.Oi AUTHORIW.29S78 1- ... .. 1 I r • DATE:1.75" 5.62 02.05.1463 • •• • • • • ••• • DWG. Y: CHK. Y: O AFCO H_497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F__ O En?dURtML4)50VADA•• _•1-IEAD SHOOT BOLT PLATE(RH) GL �TJM SS mss THRESHOLD 10 THRESHOLD 23 SCALE: NTS DWG.#:AO10871A • •• • • SHEET: OF8 • • • • • • �® on 4.58" • • X00" . . • • • • 4.62" I I—4.56" I • •o •• • • •• • • •1.75" ••• • • • • ••• •• • • •• •• • • • •• •• MIAMI-DADE MIAMI-DADS COUNTY g PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA.) www.miamidade.gov/economv CGI Windows &Doors,Inc. 10100 N.W.25' Street Miami,Fl.33172 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 RER-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 Contro CAmtion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve;thee tight to $±Oe this •••• • product or material tested for,quality assurance purposes. If this product or material fails to peMorrri in the attgpted •• manner, the manufacturer will incur the expense of such testing and the AHJ may immediate Be;e yoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves theerigg t to rgvoke this +...�' acceptance, if it is determined by Miami-Dade County Product Control Section that this prodlily materIffiffAls to ,•••• meet the requirements of the applicable building code. ease** :a•a • ( This product is approved as described herein; and has been designed to comply with the Florida$u�ik�ing Codo,a e' ...e e e including the High Velocity Hurricane Zone. ;•• • LDESCRIPTION: Series "160 Sentinel"Aluminum Outswing Glazed Doors.w/wo Sidelite _LIV1tI +..:. "•••• APPROVAL DOCUMENT:DrawingNo.W13-01 Rev F,titled"Series Sentinel 160 Alum ditiswiflg Doos. ; (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13,.inclusive sheet 1.1,prepared by Al-Farooq Corporation, dated 01/-097 0 and last revised on 02/13/18, signed and sealed by Javad Ahmad,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 Limitations: 1. See Design Pressure ratings single and double doors in sheet 2', single sidelite in sheet 3 and-door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. 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. t 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. t 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 and renews# 14-1015.04 and consists of this page 1 and evidence pages E-1,E-2&E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMI-RADE COUNTY NOA No. 17-1226.051 N�V..., , Expiration Date: August 08,2023 Approval Date: February 22,2018 I Page 1 1 I CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED { 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled"Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of } 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed'and sealed by Javad Ahmad, P.E. d. 0000 B. TESTS (submitted under file 913-0226.06) '••••• 0 0 0 0.. ' 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 '• ;••• •• 2) Uniform Static Air Pressure Test, Loading per FgC:TXS 207�4 •�'•�' 0000.. 0 3) Water Resistance Test, per FBC, TAS 202-94(+50.Q.PSF, sill S-j only):••••; 4) Large Missile Impact Test per FBC,TAS 201-94•60•� 5) Cyclic Wind Pressure Loading per FBC, TAS 263;94; •••• *06••• 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202'94' "" "000 '00Along with manufacturer's parts and section drawing marked-up drawings.-of alinin4 ou;w/ .000 ' sidelites,by American test Lab of South Florida, Inc., Test Report No. ATLSF.1218.a-178ated. 0 .0006. 02/11/2013, signed and sealed by Henry Hatem,P.E. •• ••0•• 0 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94' j 2)Large Missile Impact Test per FBC, TAS 201-94 ` 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample#3) dated 04/16/2015, I signed and sealed by Ramesh Patel, RE � � � I C. CALCULATIONS i 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th j Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on a AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02, -04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS .1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,,Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to on Chemical Company(MA) former r Solutia Inc. for "Saflex clear&color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core", expiring on 12/11/18. Jorge M.Plasencia,P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 . Expiration Date:August 08,2023 Approval Date: February 22,2018 E-I r' 4 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises# 13-0226.06, expiring 08/08/18. .... 2. Test proposals approved dated 12/16/14 &# 12-0553, dated 04/25/12 Vl;roveJ byRER. •••••• YYYYYY YYYY YYYYYY • •YYYYY • • • 2. NEW EVIDENCE SUBMITTED ,,.. ;••••; A. DRAWINGS •••• ...., 1. Drawing No.W13=01 Rev F,titled"Series Sentinel 160 Alum Outs'FWg poor(L"It�j./S.Nf.f�jy!• sheets 1 thru of 13 of 13, inclusive sheet 1.1,prepared by Al-Faroo••Co• oration,•Wated •• •:• 01/03/13 and last revised on 02/13/18, signed and sealed by Javad�hrl7a�l, P.E. , • • • YYYYYY 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 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,,by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. I C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017),prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad { Ahmad,P.E. 2. Glazing complies w/ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M.Plasencia,P.E. Produet Control Unit Supervisor NOA No 17-1226.05 1 Expiration Date:August 08,2023 Approval Date: February,22,2018 E-2 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 07/04/23. + 2. Notice of Acceptance No. 17-0712.05 issued to Eastnian Chemical Company(MA) for their "Saflex Clear& Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their "Saflex CP-Saflex& Saflex HP Composite Glass Interlayers w/PET Core", expiring on 12/11/18. •... 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc.for their 11� sifol®•••;• Ultraclear, Clear, and Color PVB Glass Interlayers", expiring o d7/0�$/19: •• • F. STATEMENTS •••• •••�•• i 1. Statement letter of conformance to FBC 611 Edition (2017) and of nbeftancial;;l Terest ••••• prepared by Al Farooq Corporation, dated 11/13/17, signed and sea..ledbJavad't Mad, PE. 9999 9690V • G. OTHER • 999... :000:0 1. This NOA revises NOA#14-1015.04, expiring on 08/08/18. ; •• 6 2. Test proposal#16-0947, dated 07/26/16, approved by RER. 3 � 1 } 1 � 1 orge M:Plasericia,P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2 018 + E-3 y f0�`U V 3/16-ANN. GLASS 3/16 HEAT STREN D GLASS - Z n .075' Soflex CP With PET Core .075'Saflex CP With PET Core 0 zd By'Eastman Chemical Co.' By 'Eastman Chemical Co.' r W I - "� .090"SaHex Clear And Calor Glass .090'Saflex Clear And Color Glass Q y S By 'Eastman Chemical Co: By 'Eastnwn Chemical Co.' 0 0��,.,c S INTERLAYERS y' IMERLAYERS Q 1L IN .090"SentryGlas .090'SentryGlos 0 By'Kuraray America, Inc.' By'Kuraray America, Inc.' p P { _ .090"Trosifol PVB .090'Trosifol PV8 Q t By'Kuraray America, Inc.' By 'Kuraray America, Inc.' (� 3/16'ANN. GLASS 3/16' HEAT SREWD GLASS n Q 0 0 Hp f SILICONE SILICONE DOWSIL 995 DOWSIL 995 M LO p ry I 00WSIL 899 - DOWSIL 899 GE-1200 GE-1200 Q w w ILz�:o _ (D L I 38 S5 (a N 0 Or i o n _ 2 0 _ 53 AT 1/4 POINTS \ 53 AT 1/4 POINTS GLASS TYPE 'A' GLASS TYPE 'B' O ^ (! 7/16'OVERALL LAM.GLASS 7/16.OVERALL LAM..GLASS 3 In SERIES SENTINEL 160 GLAZING OPTIONS ' 3 1�o ALUMINUM OUTSWING DOOR W/ SIDELITES Z5 o-c APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ` V WITH OR WITHOUT SIDELTTES. O SIDE LFES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH'STANDARD THRESHOLD APPROVED FOR INSTALLATIONS PRODUCT REVISED G WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. as complying with the Florida DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER Building Code i INFILTRATION RESISTANCE. - NOA-No. 17-1226.05 Expiration Date 08/08/2023 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE By o 3 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). Miami-0 a Product Control - 15Y OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. DOORS/SIDELFES ARE RATED-FOR LARGE AND SMALL MISSILE IMPACT. o_ ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILSINSTRUCTIONS •• ••• HLPfTERS•ARE IAT REQUIRCD S a m o ii : • • AND INSTALLED PER MANUF'S INSTRUCTIONS. ST OR STEMBEDMENT TO BASE • • •• •. • • • • " I MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _ USE CHARTS AS FOLLOWS- 3! 1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO ON WIND VELOCITY, BLDG. HEIGHT,WIND ZONE WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOAD REOUIREMDv7 BASED •• •• •a: • • ••• •• �� P0ANA •• ••• • • • •• J i f L ALL SHIMS TO BE HIGH IMPACT, NON-METAC AND NON-COMPRESSIBLE. USING APPLICABLE ASCE 7 STANDARD. FEB �:` J�NSE'•. - I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT B 1 5 ?D12 �S I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 FOR SINGLE(X)AND DOUBLE(XX) DOOR CAPACITIES N05� r I REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. SEE SHEET 2 - = 1� •, _ _ - 3 P 'FOR SIDE] PANR ••• • • ••• • • 111 - y ' THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION (0)CAPACITY SFF SHEET 3: • • • • • - t�` o° .FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY S FOR SIDEUTE COMBINATION WITH DOOR • • • • •• • ••• • • / �!!` OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR -- � SEE MULLION CAPACITY CHART ON SHEET 4. • • • • • • • • • • • (yam drawing no. ` WATER INFILTRATION RESISTANCE ETC. • • •• • • •• • • • R< R,.•' �� THE ��+'' v, W13-01 AND CONDITIONS REVIEWED BY BUILDING OFF CIAL E TO 8E ANALYZED SEPARATELY, STEP 5 AN 405HALLWEST VAPPL7ALUE RT0 ETNTIREING SOYSTEM.M STEPS Z 3 • • • • • • �iOj��L�,%\ YYruuntltt� sheet 1 of 13 i ••• • • • • ••• • • 1 • :.00: • • • • • :00.:• • a ••• 0 • • ••• • • Ok q� a 0 V U H 05 03Wm 0,.0 o 0 iL 0 0-a� 0 I 3/16'TEMPERED GLASS 3/16'TEMPERED GLASS 3/16"TEMPERED GLASS LL W LL n 3/8-AIR SPACE 3/8"AIR SPACE 3/8'AIR SPACE J t3 10< v 1 aw�f k� 3/16"ANNEALED GLASS 3/16'ANNEALED GLASS 3/16"ANNEALED GLASS .090"SentryGlas - ! .090"Interlayer .075'Intedayer TI -0-0- DOWS:L Saflex Clear And Color Glass Saflex CP With PET Core INTERLAYERS By Kuraray America, Inc.''Eastman Chemical Co.' By 'Eastman Chemical Ca.' .090'Troeifol PVB By 'Karoray America, Inc.'I-3/i6"HEAT STREN'D GLASS 3/16-HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASSSILICONE SILICONE SILICONE 995 DOWSIL 995 DOWSIL 995DOWSIL 899 DOWSIL 899DOWSIL 899 N GE-1200 GE-1200 GE-1200 C i s 38 ^ p N M n n U 12 ry II n U t2 I Ij 12 "I! 3 iI Ii!i 1 XL EDGE SPACER Illi , XL EDGE SPACER EDGE SPACER 3 Z I:I: ST. STEEL BY'CARDINAL' I:I. ST. STEEL BY 'CARDINAL' t Si. STEEL BY'CARDINAL' 'o OR I OR I OR p 4 O RASEAL BY'QUANEX' o ORD RASEAL BY'QUANEX' o ` DURRASEAL BY'QUANEX' (D 0 Q J W U O�W / SU PER SPACER BY'QUANEX' Lri / SUPER SPACER BY'QUANEX' SUPER SPACER BY'QUANEX' 0 OR ASa \ — / DR OR KOOISPACE 4SG TPS BY'KOMMERUNG' L' KOOtSPACE 4SG.TPS BY''KOMMERLING' KODISPACE 4SG TPS BY'KOMMERUNG' 53 AT 1/4 POINTS53 AT 1/4 POINTS - 53 AT 1/4 POINTS 1 w GLASS TYPE 'C1' GLASS TYPE 'C2' GLASS TYPE 'C3' 8 c E 1'OVERALL INSUL IAM.GLASS 1'OVERALL INSUL LAM. GLASS 1'OVERALL INSUL IAM.GLASS ° PRODUCT REVISED J as complying with the Florida Building Code GLAZING OPTIONS HOA-No. 17-1226.05 expiration Date 08/08/2023 •• ••• • • • • • •• Mia redact Control • • • • • • • • • • •• • • • • ••• • \171111111//I// ` 1018 a = No.70592 = a ... 14 u s r • • • • • • • • • • • S OF ` drawing no. j f W1 3-01 0NAfill171t111\ sheet 1.1 of 13 i 000 0 000 • • • • • • • • • • • •• •• • • • •• •• HEAD ANCHORS QUANTITY AT STILE ENDS LU U ANCHOR TYPE IPS o SHIM •A' •g' ,C. �V 42" 2 ANCHORS 81 1/2" 1/4' 4 4 4 Z n F : DOOR FRAME WIDTH TYPE 'A', 'e'OR 'C' DOOR FRAME WIDTH 3/8" AT STILE ENDS SEE CHART FOR QUANTITY 1/2 7 6"MAX. 3" HEAD/SILL }• 6" 3" - O V p HINGES HEAD/SILL HINGES CORNERS HINGES - SEENOTE CORNERS A � SEE NOTE A - SEE NOTE A IL CI f T BELOW BELOW W m 0dao .9 a W j�+ H FLU5�I�'13OLT ��y LL w N I r C 11 N C A SEEEEAI34ET-11 C % J 2 ID Q �1 E f /'yyHff i / n //'I \ '/LY 0 w m °� ao '-' 3 POINT LOCK 1 •fr w m - n o /N• 1 s _ o SEE SHEET 10 1 _/IX r n ii o 0y\ �w, 0 M , j �� m ACTIVE ACTIVE NAC VE C Z 1+J- 3o n mw B 28 1/4" 28 7/4" 28 D.L OPG. 2 ANCHORS D.L. OPG. D.L OPG, 3f TYPE'B' SINGE OR DOUBLE DOORS AT STILE ENDS 4 ANCHORS SURFACE APPLIED Im TYPE'B' FALSE MUNTiNS WITH SADDLE (ADA) SILLAT STILE ENDS MAY BE USEDTYPICAL ELEVATION H TYPICAL ELEVATION xx ) HINGES:X ) 4"X 4-1/2" BUTT HINGES DOOR OPTIONS TOP AND BOTTOM HINGES AT 6-7/8"FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED SINGLE(X) OR DOUBLE(XX)DOORS LOAD CAPACITY - f PSF LOCK SETS: (3) HINGES PER LEAF UPTO 35"LEAF WIDTHS(STD.THRESHOLD ONLY) GLASS TYPES W. 'B'•'Cl','C2'B 'C3' SCH o SCHLAGE (4) HINGES PER LEAF ABOVE 35"LEAF WIDTHS(STD.THRESHOLD) ,• CC =COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) FRAME LEAF THRESHOLD LOCK SETS INSUL GLASS SPACERS BLD=BALDWIN o o WIDTH(X) WIDTH(XX) HEIGHT WIDTH STD. ADA SCH CC BLOW CXL KDD DUAN •• ••• • • • • • •t _ o$e A I37-1/4' 72" 96" 35" 80.0 i 70.0 ,80.0 80.0 80.0 .�p(AATQB$; j ••0 0 0 0 0 0 42" 81-1/2" 96" 39-3/4' 80.0 70.0 80.0 80.0 70.0 70.0 80.0 - KOD KOOISP�E L •• • • • • ••• !• `��L71®1�{•(F�Y7 - NOTE: QUAN = QW,4EX DWI" •• • • • •• �` ��°:• • //� VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OUANEX SUPERSPACER 'Q;••1}OErySF Y 4 FEB 1 5 2016 NOTE: - -Not'OS92 FLUSH BOLTS AND LOCKS MUST Be PRODUCT REVISED •• >• _ • ••• Gas a Iy11ingg wit the Flori ENGAGED TO HEAD AND SILL DURING - lid�yQode - 1\ 3 NOTE: PERIODS OF HURRICANE WARNING. • • • • RY • 1 u I GLASS'CAPACITIES ON THIS SHEET ARE DOOR D L.O. DIMS. • • • • NGA-N� i - 615• }1 1 I � • • • • • • a • �;' �.•.g •' �I� drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT = FRAME HEIGHT - 12.875'• • •• • Ejplrat��Da�e00l0 2 3• ^&0 D ,.• ��` AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 03.75' • • • g4GP` W13—01 DECLARATORY STATEMENT DCA05-DEC-219, D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 Miami-D produc control iltl1��\\ sheet 2 of13 1 1 ••• • • • ••• • • 43 1/8' 165 1/2-MAX. SIDELITE WIDTH v 42" 81 1/2- 42" . SIDELTTE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SEE CHART FOR QUANTITY m 3 HEAD/SILL HEAD ANCHORS OUANM z q CORNERS F 6"AMAX 3' 6" A7 STILE&MULLION ENDS f S HEAD/SILL ANCHOR TYPE f =n a1 .. CORNERS 3" O e \ �` SHIM '.•A• 'B' 'C e c .6 o L p 1/4' 4 4 4 - 3/8" 6 6 6 ar O C LL / I 1 1/2" 7 7 - O t y 11 / It \ II II OZ H H mC3 / i =:\it== ----rrr==== O a o o vq1 / 1 FWSF`BO jj myp N H J " 1 DETAIL J ' LZ.0 / Y SEE SH 11 3 f DINT LOCK Y '�jj, a ".(i FASTENERS SAME LOCATIONS O SEE S&ET 10 /'u O \ _=c== � ASANC2HORS SHOWNSHEET N It ' � S O n F \ n IV n .. I � w \ n �114A. cn O HNo ��ACTIVE _ _ __ tO O 'D q I G a o C Z ' 37 1/a' v G 0=n D.L.OPG. ¢ v� �� TYPICAL ELEVATIOND.L.1/8" 28 1/a' 28 1/4" 37 1/8" m �°, D.LOPG. L D OPG. L. OPG. D.L. OPG. `W U O SURFACE APPLIED O SIDELITE LOAD CAPACITY - PSF 4 ANCHORS FALSE MU NYNS TYPICAL ELEVATION TYPE B' MAY BE USED OR STAND ALONE STATIONARY PANEL(0) AT STILE AND GLASSTYPES CLASS TYPE GLASS TYPE ( OXXO MULLION ENDS N FRAME 'A', 'B','Cf' 'C2' 'C3' WIDTH HEIGHT EXT.+) INT.(- EXT.(+ INT.(-) EXT.(+) ItR.-) SIDELITE OPTIONS o:¢ W 30" 90.0 80.0 80.0 80.0 80.0 80.0 33" 80.0 80.0 80.0 80.0 80.0 80.0 NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT v�, 36" 84" 80.0 80.0 a0.0 80.0 80.0 80.0 EXCEED TESTED FRAME AREA= 110.3 SQ. FT. o o 37-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 G ASS INS I ATOR IMRATIONS FOR SIDELRES 39" 80.0 80.0 80.0 80.0 80.0 80.0 WIDER THAN 37-1/8N ONLY. m N 80.0 80.0 80.0 80.0 80.0 80.0 90" & 96" HEIGHTS 42" FOR GLASS TYPES 'C2' & 'C3' o - 1. 80.0 80.0 80.0 80.0 80.0 80.0 •• ••• • • 0 • • •• _ o OUANE% DURASEAL& SUPERSPACER NOT ALLOWED • • • • • • • • • 33" 80.0 80.0 &1.0 90.0 60.0 80.0 FOR GLASS TYPE'C3' • • •• • • • • • °' o o W 36' 90" 50.0 80.0 80.0 80.0 60.0 80.0 CARDINAL XL(DMR MAX. LOADS TO 370.0 PSS • •• • • • • ••t • \\1111 I I I 1 O 37-1/8" 60.0 B0.0 80.0 80.0 80.0 80.0 ••• ••• ••• ••• • • ••• �����y �B;'�i n ` 39' 80.0 80.0 80.0 50.0 80.0 aO.0 FE91.5 Mg /'.�• GENSF '� PPP 42" - 70.0 70.0 90.0 80.0 r PRODUCT.REVISED 30" 80.0 60.0 80.0 80.0 80.0 a0.0 _ _• .••• • Bu1Ri•Iilying with the Florida 33" - 80.0 - 80.0 80.0- BO.O 80.0 80.0 • • • • ONOA#o.LL�e 67-1226.05 •D - ' 36" 96" 80.0 80.0 80.0 BOA 80.0 80.0 SIDELITE D.LO. DIMS. • • • • • • - •T•--•--•- ,� �� �{ • • • • Ex r•tion AateO$/68/3026 ?E lV drawing no. 37-1/e' 80.0 80.0 90.0 80.0 80.0 Bo.D D.L.O. HEIGHT = FRAME HEIGHT- 12.875" P' �; • 1. •• 000 •• • • • ��c�`s, •...... W13-01 39" - - 70.0 70.0 eo.o so.o D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ��' • Ia • , qp" - - 70.0 70.0 90.0 80.0 D.LO. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY .Mia -Da roduct Control ''�77 ® � 1�\\ sheet 3 of 13 t a DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR �y C DOOR SIDEUTE FRAME SIOELITE SIDELITE FRAME SIDE LRE ���--FFRAME SIDELDE FRAME o HEIGHT SIDELITE DOOR MULLION WIDTH' WIDTH WIDTH `WIDTH ' WIDTH I WIDTH WIDTH WIOTH SIDELITE LEAF FRAME (SEE NOTE BELOW) WIDTH WIDTH n INCHES INCHES INCHES EXT.(+) INT.(-) 24 80.0 80.0 30 80.0 80.0 � C / H H / H C 33 80.0 80.0 60.0 80.0 T rr ii i:\ Q 2'a39-3/4 84}g K 37-1 � V e o 39 80.0 80.0 \ \ \ / G N m 42 80.0 60.0 \ \ \ / V 24 80.0 80.0 30 80.0 60.0 C a a , 33 80.0 BO.0 (X0,) (OXO) (XOX) X OX Z / 36 39-3/4 90 80.0 80.0 ) Q w=w 6i U. 37-1/8 80.0 80.0 - J SIDELITE DOOR FRAME SIDELRE DOOR FRAME SIDELITE B 39 80.0 80.0 WIDTHWIDTH. WIOTH WIDTH WIDTH Q w mmf 42 80.0 80.0 - O 24 80.0 80.0 30 80.0 80.0 _ 3380.0 80.0 H J / E C H J /E ,\ H p �^ 36 39-3/4 96 78.3 78.3 -37-1/e 77.2 77.2 v 39 75.4 75.4 42 72.6 72.6 N if P MULLION XXD 3 DOOR STILE (OXXO) 0 3 N M END ANCHORS) l 1 END ANCHORS O HO O SEE SHEET 3 SEE SHEET 1 c' - CZ�� 30 .0 o< v� � O LEAF WIDTH L SIDEUTE WIDTH DOOR FRAME WIDTH SINGLE(X)42-MAX. DOUBLE(XX) 81-1/2"MAX.SMETATE TO DOORNOTE: GLASS CAPACITIES ON THIS SHEET AREBASED ON ASTM E1300-09 (3 SEC. GUSTS)NOTE: AND FLORIDA BUILDING COMMISSION FOR DOORS CAPACITY SEE SHEET 2 • DECLARATORY STATEMENT DCA05-DEC-219FOR SIDEUTE.CAPACITIES SEE SHEET 3 FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE • • • • • • • • • ``tt1 /////� LOWER VALUES FROM DOORS, SIDEUTE, DOOR/SIDEUTE •• ••• •• • • • •• �` �JP�. f �i� n i OR DOOR/DOOR MULLJON CHART WILL APPLY TO ENTIRE SYSTEM. ` )�•'.tCF.N o o PRODUCT REVISED ry 1BB i• as com�lying with the Florida FEB 1 1010 - 1' S2 _ " - - `- -• ••• • DYIRIIR Code • • a o ,. • • • • MOA-A.. 17-122•.0! _ R • • • • • • -f STA OF drawin • • • • L'i' on Dkte68/08/902• g no. 000 By Mja j-Da ro uct Control ... . . . . ... . . 1 . . . . ... . . . . . . . . . . . . . ... . . . ... . . EDGE DISI. TYPICAL ANCHORS SEE ELEVATIONS o DA FOR SPACING - in e CONCRETE. F,-L 4 to yWV�al r O 39 i i i 41 g \O 0> 49 i l l7 0oo I Q a o 0 %N I e1 W� b 6 u Qwinfk' i V,�fr- 0 it I O N p 0 R y� I I i li c, a3J n a it I it i O j II II 1.II 1 is it 1 i" 88oy r c I �w e s s T i s PRODUCT REVISED g 6 I I i i POURED k HARDENED i t 1 1 as complying with the Florida 49 i I 1 HIGH STRENGTH GROUT 49 l I Building Code N' I I f'c_5000 PSI MIN. � � 1 NOMNo. 17-1226.05 0� W z NOT BY CGI WINDOW q3 Expiration Date 08108/2023 MUST TRANSFER SHEAR p plr O l i 1 LOADS TO STRUCTURE B 1 __ •• n - _ 41 LOAD BEARING 47 1 1 I I By c o I 10 (SOLID SHINS 51 I I -I Mla i-D roduot Control O 0 o m ri OPTIONAL TO GROUT) H e, i ••i i i i i : FEB 1 5 2019 \%N"ill1 TI// - .. a .v. '.. ".• TYPICAL ANCHORS .i X592 a TYPICAL ANCHORS a EDGE DIST, SEE ELEVATIONS EDGE 01ST. SEE ELEVATIONS� FOR SPACINGsee,o c FOR SPACING • • • • 7 OF <(/� drawing no. SADDLE A SHED• • • • • ••• • • '' t OA.•.• STINDA_R➢ THRESHOL➢ • • �C9�` W13-01 APPROVED FOR WATER INFlLTRATION RESISTANCE NOT APPROVED FOR WATER INFILT ON RESrSTANiE DOOR:E'?AIL•S • • • / pyyp�L LIMIT MAX. DESIGN LOADS TO ±7010 RCF •• • • /f fTIIIII\\\\\ sheet 5 of 13 '• • •• •• • • • •• •• ••• • • • ••• • • —"1 BY WOOD BUCK U V i --SEE NOTE SHEET 1 4 2BY WOOD BUCK Mo EDGE DIST., \ OR * WOOD STRUCTURE _ _ _ EDGE DIST. STRUCTURE I I MIAMI-DADE COUNTY APPROVED I I Z m n 3 CONCRQE SEE NOTE SHEET 1 MEFAL -� EDGE I�CLIPPED RATE N �I Q F a. II SEE SEPARATE NCA II 101 � ... iI li 1"f z N a Q 4 S n 0 . - -_- O W N` O f UL mW \J p TYPICAL ANCHORS C TYPICAL ANCHORS 0' g TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS Q 4 O< .1 SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING FOR SPACING 0 SEE ELEVATIONS FOR SPACING ' FOR SPACING Q ? N lL 2DE H_IS O WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS J c T MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE.BUILDING STRUCTURE. $ i Ld TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'r TYPE 'A'- 1/4' DIA. ULTRACON BY 'ELCO' (F-177 KSI,Fy-155 KSI) N o MIN LENGTH = 2-3/4" m`� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES $ 3 n a 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) C z THRU 1BY BUCKS INTO CONC. OR BLOCKS 3 0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) U o� ' O TYPE 'B'- ,1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) MIN. LENGTH = 2-3/4' DIRECTLY INTO CONC. OR BLOCKS ' 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC.'OR BLOCKS (JAMBS) PRODUCT REVISED c as complying with the Florida g TYPE 'C'-.1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) Building Code 9rc rc INTO MIAMI-DADE COUNTY APPROVED MULLIONS Noa-No. 17-1226.05 a a Expiration Date 08/08/2023 OR • INTO METAL STRUCTURES (HEAD/JAMBS) By (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS miam-Dad roduct Control ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) - STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WN'H ALUMINUM TO BE PLATED OR PAINTED) •• ••• • • • • • •• LJ "o TYPICAL EDGE DISTANCE • ••• • • • • : ,FEB 1 5 1018 �r9 € INTO CONCRETE AND BLOCKS = 2-1/2- MIN. • •• • • • • ••• • INTO WOOD STRUCTURE = 1' MIN. •• 090 •• • • • •• ' h .. 's I0592 INTO METAL STRUCTURE = 3/4' MIN. = �. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS.f'c 3000 PSI MIN. • ••• • •i• • • T 3 C-90 HOLLOW/FILLED BLOCK AT JAMBS I"m = 2000 PSI MIN. 7 • • • • • • • 0 : �•• A OF •�(�� drawing no. ANCHORS MAY BE HEX OR FLAT HEAD. ••• • �� • QOR UTAILI : ••• '���s��® I I L I l� `�\ sheet 6 of 13 3/8"MAX. r 19 22 25 .1/2"MAX. aoU LOAD BEA24 RING © 1 2 LOAD SHIEARING SHIM � iBY WOOD BUCK 41 �©b OR tom, SEE NOTE SHEET 1 z Q y p J 39 M pWp ACTIVE LEAF "A a ((I TYPICAL ANCHORS Q S i SEE ELEV. TYPICAL ANCHORS 39 FOR PACING N�"a O SEE ELEV. FOR PACING ati Q VNM u i U y i V o Z 52 7 W� q Q aoa aH 46 76 75 34 041/ 7 77 47 14 4 2 2 0 N D.L OPG. LL W O METAL EXTERIOR J z ro a Q wmf STRUCTURE LEAF WIDTH DOOR FRAME WIDTH N F d m f 3 C 1 n i 0 n 1/2" MAX. .� LOAD BEARING'` O 19 22 25 O 20 2 2b ° 1/2-MAX. =N SHIM LOAD BEARING H 21 24 2 SHIM N N 9 CONCIYETE st ©OR t _ O OR MASONRYACTIVE LEAF INACTIVE LEAF BY WOOD BUC g Z TYPICAL ANCHORS 39 14 W 0 STRU RE p= SEE ELEV..' 0 - SEE TE EET 1 f=3 o FOR SPACING^ iR7S: U-� [0 • .49 _ _ I I 4B 0 52 37 I �.i I 37 0 w� t w 7 0 0 3b 35 34 7 3 1 i 8 o r U w .• 38 11 7 73 47 4 4 18 7 11 D.L OPG. TYPICAL ANCHORS o e D.L. OPG. SEE ELEV - W FOR SPACING a u a ' v7�Z,3o .. p LEAF WIDTH EXTERIOR LEAF WIDTH �� a� DOOR FRAME WIDTH •• • •• • • • • • \\11\{11111((/7 _ 9 10 •• ••• • • • � • JSP:•'' � ' r a PRODUCT REVISED FEB• • 1 5 t0i8 •_ _ q as complying with the Florida _ Xr Building.Code 92 - - _ .; - - ' NCIA-No. 17-1226.05 - o • FFxpiration Date 0 08/2023 • •• •�• ••• • :�= 9 • • • � � • • • TA OF �.�� drawing no, By Mia -Da roduct Control ll00R DP��AILi ••• •• • •777 S/j) ry�\` ! • • • YY(/tl�ili�il\t\\ sheet 7 of 13 i U TYPICAL ANCHORS 4ftu SEE ELEVATIONS _ FOR SPACING 79 22 25 MATING JAMB FASTENERS •.•EDGE'01ST.` > `. - K FOR LOCATIONS n +� ^CONCRETE. .CONCRETE. . 124 27 2 5 45 SEE DOOR JAMB SPACING Z n• . ON SHE 2&3 m5' f� �m a I o j O Q.Op`m O f • 44 9 I, �• I O my C U H LL V pm O'p M oc 0 11 0 t3 PRODUCT REVISED 1: as complying with the Florida Q 7 3 47 14 4 Building Code - LL W, EXTERIOR _ a 44 NOn-No. '17-1226.05 �m f Expiratlon Date 08108/2023 Q W 00 LEAF WIDTH D.L.OPG. Dy O MlamFMa roduct Control N { j DOOR FRAME WIDTH SIDEUTE WIDTH C ! }j 42'MAX.SINGLE(X) — 1 81-1/2-MAX. DOUBLE(XX) V {9 .0 ^ n a Ij I- 1/2'MAX. O F=-^N III LOAD BEARING. O O vl N r7 i ap SHIM .. H MATING JAMB FASTENERS. FOR LOCATIONS- cl V rn lit{ O F li 4 15 3 5 2 SEE DOOR JAMB SPACING c Z J o W j ORNCRETE. ON SHEETS 2&3 _ n o f MASONRY' O 2 V II — O II I.I 1 41 I'1 t7 39 o i'i ill 0�V 0 w� II - 343538 7 13 EXTERIOR 6 a doLbZi K D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SIDELTTE WIDTH DOOR FRAME WIDTH y 4"LONG 42MAX. SINGLE(X) SEE ELEV. 81-1/2'MAX.DOUBLE(XX) ' 3 FOR SPACING FRAME WID •• ••• • • •• : : • d�u o • • •• • • • • • 111111011/ O APPLY SEALANT • •• • • • • ••• • X111�� fi� .• 10 BEFORE MATING • • • • • • • • •• •• •• • • • • �Q' cE/4sF 705112 1018 FEB 1 5 y __ _ .. ...GONCRtTE' a v, NOTE LIMIT SHIM TO METAL STRUCTURE AT JAM134TO*3/0'. • • • • • • • •••� • T EOF .({/� tlrawing9 no. ) ° .TYPICAL ANCHORS . . •, .. �9`. W 13-01 ; EDGE DIST. • • • •• SEE ELEVATIONS FOR SPACING SIDELITE DETAILS• • • • �/ 0®'�c,✓��� Q • ///01111111111 sheet $ of 13 ! 1 ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG./REMARKS DUMMY 1AL-189 AS REDD. FRAME HEAD&SILL 6063-T6 KEYMARK/SARA r�-- 2 AL-190 AS REDD. FRAME JAMB 6063-Te KEYMARK/SAPA 3 PL-196 AS REOD. SIDELTTE HEAD&SILL 6063-T6 KEYMARK/SAPA 4 M.-197 AS READ. FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK/SAPA ACTIVE LEAFINACTIVE LEAF a 5 TL 198 AS READ. MATING SIDELRE JAMB 6063-T6 KEYMARK/SAPA f 2 n al 6 AL-193 AS READ. PANEL TOP&BOTTOM 6063-T6 KEYMARK/SAPA 7 AL-194 AS READ. PANEL VERTICAL STILE 6063-T6 KEYMARK/SAPA ill'I II I =-___ a n 8 AL-199 AS REDO. SHEAR BLOCK 6063-T6 KEYMARK/SAPA1 pct 9 AL-191- AS REDD. FRAME HEAD&SILL SCREW COVER 6063-T5 KEYMARK/SAPAffq N Nl 10 -L-192 AS REDD. FRAME HEAD&SILL SLANTED SCREW COVER 6063-T5 KEYMARK/SAPA 11 AL-121 AS READ. GLAZING BEAD(7/16'LAM.) 6063-T5 KEYMARK/SAPA OPERATION OF DEADSOLi 31 2 s O G Q _ 12 AL-123 AS REDO. GLAZING BEAD(1.000"INSUL.-LAM.) 6063-TS KEYMARK/SAPA (WITH KEY FROM THE p q t EXTERIOR OR THUMMRN EXTERIOR 13 AL-200 AS REDD. SHEAR PLATE 6063-76 KEYMARK/SAPA FROM THE INTERIOR) fI"-i— 1 X G 2 OJ 0 f 14 AL-195 AS REDD. ASTRAGAL - 6063-T5 KEYMARK/SAPA ACTIVATES THE THREE-POINT L---- -- Q w 15 AL-508 AS REOD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK SAPALOCK MECHANISM ----- (. 2 W_ / REGARDLESS OF LOCK SET J[7�Q - 16 AL-540 AS REDD. SADDLE THRESHOLD(ADA COMPLIANT) 6063-T6 KEYMARK/SAPA OPTION INSTALLED. - 17 HD-4503PL AS READ. THREE POINT LOCK ASSY. (AT ACTIVE PANEL. USED BY ALL OPTIONS) METAL CGI PROPRIETARY SECTION AT DEADBOLT LOCK Q w mF �k O 18 HD-1204 AS READ. FLUSHBOLT ASSEMBLY(A7 INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 HO-5455 PASS AS REDO. LEVER LATCH LOCK,AT ACTIVE PANEL 20 HO-5455 AS REDD. DUMMY LEVER,AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BA)DWIN s C g 21.. HD-8231 AS READ. DEADBOLT(7HUMBTURN),AT ACTIVE PANEL 19 22 25 023 6 — 22 J10 TOR605 AS REDD. LEVER LATCH LOCK,AT ACTIVE PANEL 23 J10,TORSOS AS REDD. DUMMY LEVER,AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 00 n 24JD60 AS REDD. DEADBOLT(THUMBTURN),AT ACTIVE PANEL LLO 25 HD-34-10116 AS REDD. LEVER LATCH LOCK,AT ACTIVE PANEL. " 31 26 HD-34-10115 AS REDD. DUMMY LEVER,AT INACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK ACTIVE LEAF 0 INACTIVE LEAF 27 HD- 082410 AS READ. DEADBOLT(TFIUMBTURN),AT ACTIVE PANEL 28 Ho-537 AS REDD. LATCH LOCK STRIKE PLATE S. STEEL - _ _ e O N)n t 2$4 _ 2/PLATE #8 X 3/4"PHP.FH SMS(STRIKE PLATE ATTACHMENT) S. STEEL - 29 HD-538 AS READ. DEADBOLT STRIKE PLATE S.STEEL - p Z LL 29A _ 2/PLATE IIB X 3/4"PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - N '0 30 HD-536N AS READ. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 2 �, U O .Jw- 31 HD-390P AS READ. LATCH LOCK&DEADBOLT STRIKE PLATE TRIM NYLON CGI 2B . 32 HD-STRIKE BOX AS REDD. LATCH LOCK&DEADBOLT PROTECTIVE DUST BOX NYLON CGI EXTERIOR O 33 HD-525-9-REV 2/LOCK'MECH. BOLT LOCK ASSEMBLY S. STEEL CGI 33A HO-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE(TOP&BOTTOM) CAST(ZINC) CGI = W 34 HD-CH-108 4/LEAF 4-1/2`x 4"HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-A8800-US32D 4/LEAF 4-1/2"x 4"HINGE BRASS HAGERo s$ i 36 HD-AB80O-US 4/LEAF 4-1/2"x 4"HINGE S.STEEL HAGER 37 03/8"-16 ROD 2/LEAF 03/8"-16 FULLY THREADED ROD(ZINC PLATED) STEEL 38 WS-382V AS READ. GLAZING BULB(DUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS REDD. .187"x 320"ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAS 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR,AT DOOR FRAME HEAD&SILL PVC - SEALA-NTS: ., 41 HD-12-10042 AS REDD. .350"REACH POCKET SEAL(FRAME PERIMETER GASKET) - AMESBURY c v 42 WS-32011 AS REDD. FOAM-TRE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH m o m r GE SCS2000 SILICONE SEALANT. 43 HD-CLIP ANGLE 2/EACH 2 z 2 x 1/4`CUP ANGLE(AOA THRESHOLD TO JAMB ATTACHEMENT) .ALUMINUM - •• ••• • • °'0 o olw w 44 3/CORNER #10 x 1-1/4"PHP. PH.SMS. (PANEL&FRAME ASSEMBLY) S. STEEL - PRODUCT RIVISED • • • • • • •• 45 - SEE ELEV. 14 x 3 4`HH.TEK(MULLION ATTACHMENT) - S. STEEL - as Buildcomping Cade l th the Flortla •• • • • • ``1111 L1 T pl`l.TT7/7 ;� / ( Building Code f •• • • • • xx "vy 7i • • ••• J � ...... xi 46 - 8/HINGE,4/CUP. g12-24 x 1/2"PHP. FH. UC.THREAD FORMING S. STEEL - NOA-No. 174 � ••: • • • • •_ �'�''� NS� i :, •r - 47 _ 2/EACH 46 x 1/2'PHP.TH.SMS. (ASTRAGAL ATTACHMENT) S.STEEL - Expiration Date 0 812023 • g• • • /� o n 48 1/EACH #10 x 3/4`PHP.PH.SMS. (BOLT LOCK/FLUSHBOLT GUIDE ASSY.) S. STEEL - By FEB 1 5 .._\O, �2 '49' 03/8"-16 NUT -4/LEAF - A3/8"-16 SERRATED-FLANGE NUT(ZINC PLATED) - '- STEL - Miami-Dad roduct Control 50 - 2/FLUSHSOLT �8-32 x 1/2"PHP. PH.M6. (FLUSHBOLT ASSEMBLY) S STEEL - • • • • • ••• • •�/g�g// o 51 HD-DOOR SWEEP 1/EACH DOOR SWEEP(OPTIONAL),SECURED W/g6 x 1/2'PHP.PH. SMS. ALUMINUM SCREEN TECH. • • • • • r [(jam drawing no. 52 . HO-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG(AT DOOR FRAME JAMBS ONLY) NYLON - ••• • ^ • • • • ••• ��i�� ..,! A'' C9`�� W13 53 - 2/LITE SETTING BLOCKS EPOM DUROMETER 8035 SHORE A • • • • •• • �i7s�®{�} �+�A�\ • • rlTfnn1111 sheet 9 of13 R LOCK fACTNq 9TrtE Ob 1�1 o t � M ASTRAGAL � y A J JOIL N j ij I r O?Np LL PMP.PH.55.u5p 2-1? • j . II II /y l9 '0.45x.03" 0 i V W C 0Hp —0 WAS0'(OD)HER 0 d Ii �J I I 0.295 foD)-040x2' j NO �� r�D i 5.STEP SPR NG II j y Z O N 0—fOD1x.031' I Q W 1'q LL O I; I NTIDN WASHER iI I LL Z TOP HER RODWR II I� it ; II j COUPIWG NUT !; 'L;. W(h f li I o I it I II II 1I r ME C M j NYLON SREtKER ` .. , 81L'CK a 18 n a 03.500 0Q -UL W C O 27242 l7�N o o O -I O all3 w o O i I l I I j 4R I g w i II j I i; Ii PRODUCT REVISED N as complying with the Florida ` iI j i 11 Ij j n Building-N.code 17-1226.05 NOA-No. II II W?COU4 NG NRHUD I -{- Co. Expiration Date 08/0812023 LNM-34•' N Nz By II i i'Iii it ? i mlam a Product Control u o W z ••• ••• • • • • • •• �wlLnlnrrrr o ','i li i j i • • • • • • • • .�J D AN,t� o II O ! • • •• • • • �� P` [�_ -i k t U ii j h ; • • p• •• • 00* • 1P.•U61EP4y�F'• ii i ! •• ••• �l'•1 9 : • '• o T IT I i1 • �2�19 . No.7 a 1 T it_ ii i � " I Q - •+ *00 • ••• S�4TAY' • • • °� 'c9�� W1 3-01 UNLOCKED POSMON LOCKED POSMON ••• • • • • • • •• �'�� �lA� � • • •• )rr)if)ILL sheet 10 of 13 ••• • • • ••• • • N'TRPG.Y I.M.-.15 0 o A7-J" , LOCA(INACTIVE)5M m JW z6 �o �LLos� o til 47 i 1 �I N 8 0 { O 1- n OanW c } 0:E ! 3 N� = c� 15 30 -` o— a 8 CoQ; \ rwsnoaT . AnuaTorz 0 m 1p� Ij PRODUCT REVISED o yf I as complying with th•Florida c m 3 Building Code o W W 333 NOA-No. 17.1226.05 c j Explratlon Date 08/08/2023 a o 3 o 111 By — 3 Mia i-Da roduct Control I I C ---- I; NOTE: o o 9 h_ FLUSH 80VP E Its�E JTIL: �•8. • • • � � $ m PARTIAL TDP ENDS TIO�NI S OW OTieM LRD 9bM_AR m o II • • 0•• • 00 • • • • t 111{Iitl l/T • • • j ��''�1GENSF•' _ FEB 1 2018 - 70M a • . jI ••• • • • • •• '• T EOF �(y�� drawing no. • • • • • • • • R Ow..' UNLOCKED POSITION LOCKED POSITIONgoo a • ��/o�m1�t`� sheet 11 of 13 ••• • • • •• •• 3.625 1.768-q li. U cUi I rY i .750100 .062 • 1.625 m 3 I� Z f 1.590 .080 1.587 4.495 Q F x N a a e 6 o t 5.500 � O�N�"..V U I` O FRAME COVER 0' I O DOOR FRAME HEAD/SILLy LL I V o 3.825 0 M o 2.asa 4111 I 0 ace ti 1.410 f� . 0 m H { w j 1.625 1.625 p62 m y_e Ofi TOP & BOTTOM RAIL zw m i mm Q warm E 5.500 o 10 SILL COVER F. = N a 080 m € 6.438 _075 .465 1.828 17 L n S o QO W 1.063 4 .075 � 4.495 � C N 1.755 HINGE & LOCK STILE a 1 N O 3 r]rn SIDELITE TOP & BOTTOM FRAME 15 SIDELITE JAMB COVER .1 00 z n 3 0 w o _og^ .326 i Up¢� .135 � .125 .070 1.500 .185 .500 .245 .625 � 1 _ 805 I� 1.622-W ��.115 4.000--N WI • 1.060 �N O 13 co_c`w b' c PRODUCT REVISED R u ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE ,e SADDLE THRESHOLD as com Iyin with the Florida a Building Code ,.810 3.005 675 NOA-No. '17-9226.0$ o e I�^ -' --{1.061 Expiration Date08108/2023 i 1.125 i^- I�<�°�I .. .99050 BY c o 120 1 48�--- 310 I Mia -D roduct Control o n Q w w 500 1.184 fes- ��"� .080 .080 71 '•• ••• • • • • • •• �\1111 I1 i1/1j , � a.000 .12o a.000 O GLASS STOP (LAM. GLASS) • • r • • • • ``.�\ ® AHp�7�7, 4.000 .075 �� • .• • • ! ���..• •J 'w VCE If'•� �� a •� 9 S .500 .125 .070-'{I .505 �{I-120 ••• • • • • • • • n .120--� 2.388 070 x.465 1.465 II •.• •• • • • - _ EI � ? 9d 92 a S .420 .995 .082 .050 .200 �`}J ••�� v , -�I 1.225 .870 h- � •••. .+. • ••• • �O bTA OF [y: drawing no. 0 z 1.184 • s • • • • • .�y Fto'oa.•' ��: W 13-01 • s • •••' '..... �E��. DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELTE MATING JAMB GLASS STOP (INSUL. LAM. GLASS} • �• • �• • • • •��s��NALI1,\\� sheet�Qof73 ' 9 44 y�U ASSEMBLY FASTENERS TO BE INSTALLED n PRIOR TO JOINING MATING JAMBS ASSEMBLY FASTENERS TO BE INSTALLED Z y r PRIOR TO JOINING MATING JAMBS 4 / 01 N�. U � I O NNG bd i jQ W 4 y^I 1 u Ztll_O F / / Q Lu 1 I 2 C HOLE CAP i- ACCESS HOLEJl d _ 0 MATING JAMB w s FASTENERS j S 5 SEE SHEET 8 FOR DETAIL 2 I I o C N C j I j � ❑S N ! 0 J Gi -O 3 t C Z y v^ SIDELITE Jf,�v18 CORNER SIDELITE MATING JAMB CORNER 3 DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM L3 13 49 U :2 r f O }(4! 8 46 i 11°1 II C o i PRODUCT REVISED as complying with the Florida ,ty ullding Code a i NBOn No. 17-1226.05 Expiration Date 08/08/2023 I43 BY uct Cont _ •• ••• • Nlie F-D rOd ro I a N 37 ,I ' • • • • • • x o • • • • • • • •• d a" ID 46 [[//�� .70592 r • • • • • • •• ��� S TE OF ((,w� drawing no. •• • • • • • R10P.•'• �: LEAF TOP & BOTTOM CORNER SADDLE THRESHOLD CORNER ••• • • • '//���dNDa6 fy��� W 3-0 �/ /IIII,I,,, sheet 73 of 73 I j