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WS-15-1603 Miami Shores Village J z s 2o�s 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 20\ f BUILDING Master Permit No. P�eg l _ 1(3 -2c PERMIT APPLICATION Sub Permit No. US Is —16 0 v� ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 558 N6 " St. City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titlpholder): t1" 'S 1 rth Phone#: D Me 3$S-Rq Address: 358 NL (ol • City: mtarri' 15tr-a2s State: Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: hrznc� Phone#:(3c�'_)82P Address: !SkS'o>- Nw kol St . City State: V-1 Zip:33�1�-1 Qualifier Name: 5 c_r V u ZZ b Phone#: SUS Say-S 5q 21 State Certification or Registration#: Q-130- Q S 1 L' $"^7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ fC)D Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 2fbd r1g 'tP nq; -P,r;-1! !4 U e-34c-d nS;:�p c4b r Specify color-of color thru tile: Submittal Fee$ Permit Fee$ � CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address 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 whoseproperty-issubject-t attachment:-Also,-o-certifmdropyaftheTecardednatrce-ofcommwncemPM-nwst-epasted-otthe`job-sife 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 reinspectionlfee will be charged. / d ti . Signature Signature nature OWNER or AGENT CON RACT The foregoing instrument was acknowledged before me this The fory' g instrument was acknowledged before me this �1 day of 20 IG by day of .20 �(=.by cerlk 5ryn;1 who is personally known to C C-Fhrp�- '5r-1vU22--c, who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ,...,..,, Print: Ca � ;, WCOMMMIONOFFO Print: z � WCOMMUK)NOFFIO�MID , fYW 112= BPRE Seal: "3,0 »O�,` BOitdedTMIPYbdO Seal: o-' Bonded TMYPYbtlalhldenxllere ��x�*��**�e*err**��*�x�x��r�x�x�x. sr� �a�� *��*.ear+��x��x**w��a��x**•ex«�a��x��***s*x•**�r��x�en.a�s�e**�x�x��+a�r��e• 1� G" APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores e Villa9 ,goRs Building Department RKIN �■I a..� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 lORiDA Fax: (305)756.8972 BUILDING CRITIQUE DATE: 08-08-2016 PERMIT NUMBER: 16-2088 This project will require a special inspector.Provide the attached special inspector form fully executed by the engineer of record. Ismael Naranjo, B.O, CFM Building Director y1 ll Village Miami hores Building Department „ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 a'tANTo�� Tel: (305) 795.2204 FLORID Fax: (305) 756.8972 BUILDING CRITIQUE DATE: 05-31-2016 PERMIT NUMBER: 16-1603 1.The conditions depicted on the details provided by RAMMS Engineering,Inc do not match with field conditions.The windows and doors should be installed as per the product approvals.Failure to comply with any section of the product approval shall be cause for termination and removal of the N.O.A. 2. Engineering for modifications should be by the engineer of record for the product and should include a letter certifying that the engineer has inspected the site condition and the modifications will not be cause for termination of the NOA. Ismael Naranjo, B.O, CFM Building Director t • • rs 5 r , /L r r0" MENEM I'll"I , ■ . - ■: a i�i1Y�■■■MEN■ISO ■ ■ ■■■ ■N■■ a ■■ -�= • :a : ,�. . ■��■��■fir ■ rim W,r r �e■ ■■r/■ go y ■■■irk ■■ a �!■ �, -.�.� �!!' '''h ■■ ®moi M mom ��r ■r�■■ ■■■■■■■■■ �- _ ►_ ■ ■■■■■■■■ ■ ■��r r■■■■■■■ ME ,. ,_� . iii _../I■■�;�il�.,� iC (��=%�r m mom m m�r■■ ■ ■ ■■■ 1� 'fi�rI RAMMS CNGINCCRING, INC. LICENSE # 11955 NAME: 2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 FAx: 305.822.3161 DATE: PROJECT: SHEET: OF _ 1 ALO i • • ••• • •••• •4••• *081 w • 0000 • • • • • s 04••• wOff • e i -- - — — ol 7-4 vA:a i i - -- Al -7 It — - mol rz G e • • .- .,,fes i ■� ■■■■�■■■�■ ■■■■■ ■ ■■■■■■� ■■■■■■■■ ■ ■ ■■■■■■ ■■ ■ ■ .,�,� iM■'■■ ■ ■ ■ ■ ■ - !sonKOO■ ■■r !i�■ E Int, . � _�!�■�■�■�■�■ ■��■��■ ��■ -'{�■■■■■■ice■■■�i■�■�f iii ■. ■W%■I■■■■■■■■■ ■■ �■.■■ .■■�MEN■i■■■■■■■ ■ ■■■ ■■■■■■■ ■ ,1■■ ■.■ ....R■�■■■■ ■■■■■■■■■ MEN was � � ' .. '' :gra► i I?AMMS ENGINEERING, INC. LICENSE # 11955 NAME: 2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAx: 305.822.3161 OATS: el PROJECT: SHEEP: _OF i 0, Sam • • _ :4••• ^ • • i -- ---- is —a s a7r�'iAt b. .. ■ ■ ■r■■■■■■■NINON& ■■■■■' � !�!■. _.. ..■■ ■■■ ■ f■■■■■iii ■ ■ ■ ■ mom ME ■�■ ■ i■ ■� ■�■� ■ONE d ON ■■e ■�/■■■■■■■■■■■■ �. _ -► ■■■■■ ■■■■■■■■■■ mom ME ■ DAMMS ENGINEERING, INC. LICENSE # 11955 NAME: 2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAx: 305.822.3161 OATE: f ell PROJECT: SHEET: OF L� {- • • •••• • • • • ••• 04••• pe• ••• • • • • • ••• 3 I f I I I e MEN 0 ■ ■■■� ■■■ Em ■■ ■■ .j� � ■ ��®� Lam. NOR ■�■t■■■■■■■■ NEON■■ No M ME M ME MEN �mmmm M mom men Ona — 1_ / .`" fir ► / , . . .. _ : .� ,.�� OHO■�� alr�lll RAMMS ENGINEERING, ' INC. LICENSE # 11955 • NAME: 2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAx: 305.822.3161 OATE: PROJECT: SHEET: _OF F i- I � J I I - .00 lip -4000 0 04000921 64000 . • *40009 i . •00 so •• E S i 1 Joao Miami shores Village lnGt93y y Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �l0R1Dp' Fax: (305) 756.8972 BUILDING CRITIQUE DATE: 05-31-2016 PERMIT NUMBER: 16-1603 1.The conditions depicted on the details provided by RAMMS Engineering,Inc do not match with field conditions.The windows and doors should be installed as per the product approvals. Failure to comply with any section of the product approval shall be cause for termination and removal of the N.O.A. 2. Engineering for modifications should be by the engineer of record for the product and should include a letter certifying that the engineer has inspected the site condition and the modifications will not be cause for termination of the NOA. Ismael Naranjo, B.O, CFM Building Director l vp p �I ;.,. ,,,,,M �� Irl iami shores Village Building Department �LORmA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Z RECEIPT 0 ® ERMIT#: U DATE: (10 ZContractor ❑ Owner 00 Uj ❑Architect Picked up 2 sets of plans and (other) !� r �_�► l c . Address: 2 S-5 ts)� k l S From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK I RESUBMITTED DATE: 07126120( 6 PERMIT CLERK INITIAL: Sj P JjUU 1001 SW 67 AVE, STE 102 Miami, FL 33144-4756 (305) 894-6605 OFFICE (786) 347-7692 FAX email: info@arm-architect.com website: www.arm-architect.com Florida License Number AA26001833 December 23, 2015 Miami Shores Village Building Department 10050 NE 2 AVE Miami Shores Village, FL 33138 RE: Smith-Gillespie Residence -358 NE 101 ST - Permit WS-6-15-1603 Dear Building Official: This letter is to certify that the sliding door located in the south wall of the family room and the fixed window to the west of it were installed incorporating a double 2x4 pressure treated wood buck at the head of each. The first wood buck, closest to the concrete, was installed with 1/4"x3-1/4" concrete screws as manufactures by Tapcon. The first screw is located 4" from the inside corner of the window/door opening and the remainder of the screws at a maximum of 12" on center. The second wood buck was installed with 1/4"x5" concrete screws as manufactured by Tapcon. The first screw is located 2" from the inside corner of the window/door opening and the remainder of the screws at a maximum of 12" on center. The double buck is securely and adequately fastened to transfer load to the masonry/concrete substrate and in accordance with the requirements of the Florida Building Code, 5th Edition(2014). The double buck is suitable for the attachment of the sliding door (NOA 14-0627.15)and fixed window(NOA 14-0731.05) according to the installation instructions specified in their respective Miami Dade County Notice of Acceptance(NOA). Please contact me with any questions(786- 512-2577) Sincerely, ARIDA4k U , o• OKI •u DO/ , Amilcar R. Melendez, RA President—ARM Architect PA Florida Registration-AR 93063 Miami Shores pillage Building Department 10050 NE 2"d Ave. Miami Shores, FL 33138 305-795-22041 Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I(We)have been retained by p(eSk�G Wt hdatd t to pew special inspector rr i.sun der th�'ofldg Building Code 51+Edition(2014)and Miami Dade Cou y Administrative Code at the {V� J"1 project on the below listed structure as of Z P 111(e, (date).I am a registered architect/professional engineer licensed in the State of Florida. ProcessNumber . . .... ...... Special Inspector for Reinforced Masonry,Section 2122.4 of the FBC 5th Edition(2014) •..• ; .. . .' _Miami Dade County Administrative Code,Article II Section 8.22 Special Inspector for •••;•• •• '••••• _,Trusses>35 ft long or 8 it high •••••• _,Steel Framing and Connections welded or bolted sees* •••• —Soh Compaction ••�••: :•••:• ••••• .. .. . ...... _Precast Attachments ...... . . . . ...... _ Rooting Applications,Lt Weight.Insul.Conc. ••••• Other .. .... Note:Only the marked boxes apply. The following individuals)employed by this firm or me is authorized representative to perform inspection* 1. A2L)C�tejo �4ck-eco 2. c' 1 ( )q kM4d 3. 4. 'Special inspectors utilizing authorized representatives shall insure the authorived representative is qualified b) education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect:graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I(we)will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. 1(we),understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores Building Department.Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further,upon completion of work under each Building Permit,I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional jud ent those portions of the project outlined above meet the intent of the Florida Building Code and are in su stantial accordance with the approval plans. Engineer/Architect Name aVc.d AktnQd Signed and Se 1 Aria; �l Date: Address 4U0 S(A-V e� 1�.V(, 0114M t. rl 3,S 173 t ` JUL 2016 a ALoo A Q CORPORATION CONSULTIN ENGINEERS & PRODUCT DEVELOPMENT Client: PRESTIGE WINDOWS&DOORS Date: Jul 8,2016 Project Name: 358 NE 101 ST Engineered By:YP Pr*4 Q89c.: 358 NE 101 ST Checked By: •0*0 • 0000.. • 0000.. ••••• VAMI SHORES,FL 33138 • � 0000.. -- • '0000 60WfCHED PRECAST SUBSTRATE 0000.. 0000. 0000 • - - --- • 000 .. •000 0QFC Nrnt •10 799 • Building Height(ft.) : 12 000000 000000 .....Besigne.Criteria: 000000 i .:..oir Flori&BdVding Cbde 2U 14 `- ,T _ 0000 L JECT rO CC NI L lCE WI F�I I FE SAL ii,Wind Loads are calculated as per ASCE 7-10. 9 1 TE ANv I�iV i'f LL. S APID REGULA I IGS;: General Notes: _ -Any deviations from conditions shown on calculations or drawings shall be engineered separately. -Al-Farooq Corporation will not provide a letter of compliance/inspection report unless called during installation. -Engineering drawings are checked for structural requirements only. Additional Notes:-BUILDING ROOF TYPE: SLOPED.RISK CATEGORY:2. -SEE SHEETS 8-12 FOR DESCRIPTIONS AND SKETCHES OF REVISED ANCHOR LAYOUT. -ANCHOR: 4"LONG 5116"DL4. ULTRACON. WORST CASE ANCHOR CAPACITY=77.7 LBS(SEE SHEET 6) Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. 4P.E. 18 0 -No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad AhmFL#7 9 EB C.A.N.#3538 9360 Sunset Drive,Suite 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfaroogPafceng.com . ... i• •i ••• ••• i .•• • 7/18/2016 - CLIENT NAME: PRESTIGE WINO&WS&BOOR; • • • • • PROJECT NAME: 358 NE 101 ST AL-FA ROOQ PROJECT ADDRESS: 358 NE 101 ST.MIAMI SHORES,FL 33138. C 0 RPOkAI10N AFC#: 16-0799 • ••• • •• •• • TOTAL GLAZING AREA 160.83 SQFT '11 ��' .:- - �, a •• *` r.. • � e • •a • r"` • • m.- o • 1 12-1220.15 1 "CUPPED°ALUM.TUBE MULLION L.M.I. 1 28 S/16 28,5/16 •-50.125 32LL 90. 90.0 ANCHOR P03 4 40il, •43-.5 OIE 2 12-1220.15 1 "CUPPED"ALUM.TUBE MULLION L.M.I. 1 28 5/16 28 5/16 50.625 1x4 MULL 90.0 90.0 ANCHOR P03, 4 40.1 -43.5 OK 3 12-1220.15 1 "CUPPED"ALUM.TUBE MULLION L.M.I. 1 277/8 2778 50.625 1X2 MULL 57.0 57.0 MULLP02 40.1,'' 53.7OK •• ••• •• 5 13-0226.06 "160 SENTINEL"ALUM OS GL DOOR I.M.I. 1 32 $2 -Sao -0 • • X• • .0 80.0 DESIGN P01 4 40.1 -4$.5' OK • • • 3 14-0506.01 2 "238"OUTSWINGCASEMENT WDW L.M.I. 1 277/8 2778 50. • •X• r • 648 GLASS P03 : fl". 40.1 53.7' OK 1 14-0506.01 2 "238"OUTSWING CASEMENT WDW L.M.I. 1 18 7 8 187/8 SM625• • 8 64.8 GLASS P03 4 40.1 435 OK 2 140506.01 2 "238"OUTSWINGCASEMENT WDW L.M.I. 1 187/8 1878 50.625' X 64A 64.8 GLASS P03 4 40.1 43.5 OK 4 14-0506.01 1 "238"OUTSWING CASEMENT WDW L.M.I. 1 37 37 50.5 X 64.8 64.8 GLASS P03 40.1 -53.7 OK 6 14-0506.01 1 "238"OUTSWING CASEMENT WDW L.M.I. 1 37 37 SOS X 64.8 64.8 7GLASS P03` 4 40.1 -435 OK 7 14-0506.01 1 "238"OUTSWING CASEMENT WDW L.M.I. 1 37 1 37 SOS X 64.8 64.8 GLASS/P03 40.1 -53.7 OK 1 14-0731.05 1 SENTINEL 130 ALUM FIXED WINDOW L.M.I. 1 373/4 373/4 50.625 O 70.2 70.2 DESIGN P02 4 40.1 -435 OK 2 14-0731.05 1 SENTINEL 130 ALUM FIXED WINDOW LM:L 1 37 AM 373/4 50.625 O 70.2 70.2 DESIGN P02 4 40.1 •435 0K 8 14-0915.07 1 SENTINEL 120AWMHS.W. I.M.I. 2 5558 2745 50.5 OX- 65.0 650 DESIGN P02 5 40.1- -53.7 OK NOTES: NEWER VERSIONS OF THE NOAS FOR THE PRODUCTS ABOVE EXIST.THE NOAs ABOVE WERE USED FOR CONSISTENCY WITH THIS PARTICULAR PROJECT. Javad Ahmad,P.E. FL#70592 THE PRODUCTS ABOVE WERE CHECKED FOR STRUCTURAL ADEQUACY ONLY.NO WATER INFILTRATION REQUIREMENTS WERE CHECKED. E.B.CAN#3538 6`Z 4� .. , 9360 Sunset Drive,, Suite 220 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afceng.com alfarooq@afceng.com PRESTIGE WINDOWS 358 NE 101 ST Wind Spbe8Zmpl) ?a Mean Roof Height[h](ft) 12.00 AND DOORS MIAMI SHORES, FL 33138 Importa;ce IjctQ s ;•; 1,®0••• Height Above Grid.Level(z](ft) 12.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102.00 Risk Cptegvjy .. 2 •• Roof Slope(deg.) >10 • ;'. : Type of Building With Impact Protection Coefficient Kh 0.85 Coefficient Kzt 1.00 COefflClentz 0.85 [Coefficient Kd 0.85 Velocity Pressure Evaluated @z(qz](Ib/fr2) Veloc' P es U • • •• •• . 56.64 �y j• s3�1��rayaa?e8 C��►fqh']{lb/ft2) 56.64 • • ••• Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(!b/ft"2) Mark Comp Type W(in) H(in) S(in) A ft 2 Z4+ Z5+ Z4- Z5- Pos Nejq Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.5 40.1 -53.7 Z5 ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOQ CORPORATION, 1235 S.W.87th AVE,MIAMI FL.33174. TEL:305 2648100 t ti Engineers Seal Engineers Name And Signature Design Date Design Reference Number 7/8/2016 11:59:19 AM 16-0799 . ... AFC scope of work and windllads: M'ark's l Niru ;. Zone 5 Area 0.40 in Fbtsd-42-11+ • •' UR'•. .•• •• .. SGQ 35"x 8i" i •' 38"+n•5W• • • • 72"x 09" Noe 1A 41P31.05 .' : lips t443918.DY •:• '•• o IM 44-06ZT.45 i o 11 ' 12 13 14 �424Ft39 3 -47.11138.8 sm '.11:0: • . .• • • T 72"x orCow � •v W"x 3r Hoa 9441627.15Fi4141�LY ► Nos 1445" . �L HR -39.B/+ A VASTER -a6440.1 'S&GZV x 56.5' \� i BEDROOM .. T Nose 14-0.4H5.ff! g I W rD L [-z5:+40.1/-53.7 r LJid (D 1 z .., Z4:+40.1/-43.5 7 N Ih CHEN ('------- - tQ CO r aner 4 e INl 912rx313" c Cunt 1 � ► r MASTER 37"x 50.5- BATH as 14-0506.1f1 5. Nos 14.0606.01 W I 1 -�3 d1+4G 1 CD Z4: +40.1/-43.5 ( LT_._.. CA X 6 BATH r DINING j 1 17 r o d +Q;is I r 1 GARAGE Fp a to 6� 3r DEN 31..►^x8p4.s2S yj z 1 l I IF!#1674163 W Z4:+40.1/-43.5 + j 1 42.41}39 .,.� BEDROOM 3 uOur 37"x 30.E Cep To Remain � Noe 148306.01 18.x75'x 50.4t'?5" 1$.87!3•x 50.4127' m Hos 14450B01 Noa 1445" t� Z5:+40.1/-53.7 T'x v Null 1"x 4"Abell a (Z)Clmt Hoe 12-MUS Nan 12 4220.15 HAW x SO.625' Fixed Fbced � 3 Nan 14&6.01 3T.75"x 504326 37.73►"x 50.05 3: 1"x 2"Cull Lum 140731A5 Noe 14.0731A5 12.1�T20.1S N.T.S..TNos 5 Z4: Z4:+40.1/-43. +40.1/-43.5 \ Z5: +40.1/-53.7 m rcs 7171 � r .. • •.. • . . . • . .• . . . . ... . • NOI11aN00 �-11S Ultracon Cantilever Capacity Input Notes Anchor Type Ultracon Anchor Nominal Diameter Dn(in)= 0.3125 SEE SHEET 13 Anchor Root Diameter Dr(in)= 0.210 SEE SHEET 13 Anchor Shank Diameter Ds(in)= 0.236 SEE SHEET 13 Anchor Length to Shank Ls(in)= 2 SEE SHEET 13 Material Ultimate Strength Fu(psi)= 177000 SEE SHEET 12 Minimum Total Embedment E(in)= 2.25 Length Shim Gap S(in)= 1.125 SEE SHEET 5 Calculations .• Stress plane diameter,If E> '.;..• Ls then D9 otherwise Dr Dsp(in)= 0.236 •••••• . Allowable Bending Stress, • •••"; . Fb(psi)= 66375 0.75Fv/2 ••.••. • . Allowabla Shear Stress, • • • •• • •• Fu/2*(OeW3#withln Fv(psi) 49825.5 • • •threaciti.w•0.45 (P )_ • . otherwisA.. • • '. •. Section Oieat pV4*Dsp2 A(int)= 4.37E-02 so I• ' Section Mglys,pV32*Dsp3 Sx(in3)= 1.29E-03 '. : ••oEffectite Q&MLever Ceff(in)= 1.125 ...•. • AnchorTapacity, Ca Ib 74 •••• 1/(Ceff/(Sx*Fb)+1/(A*Fv)) P( )_ Anchor Capacity+/-5%, Ca Ib = 77.7 1.05*Cap P( ) i' qJUI 82016 Javad Ahmad, P.E. FLWOS92 E.B.CAN#3538 AL-FAROOQ CORPORATIO SHEET NO. PROJECT r ■ ■ a■r!�'��"� C�i��■■■moi ■ ■■■■r■■ ■■ ■■■■r ■■■■■■■ ME SOME iI■ ■■ ■■■■■■■■■■■■■ Fil is ME N 0 a loll 21 mom a NA N ■■■■■■■ ■ nr� ■ �ir■fi►a■■ TION AL-FAROOQ CORPORA ■i ■■■■ ■i ■■ ■■■®�l■■■■■■■■ ■ 1■[ ■ #� M: ;w in m�■ice■ ■■■A . - � ■■■■■■■ ■■■■■■ ■■■■■■■■■f i■■■■ ONE■■■■■■ ■■■■■ ■■■ate■■■■ -. I ■■■■ �■ m MI ■■ ■■■ ■ ■■■■ ■■■■■■■■■■ El ■ ■ ■■■■■■ ■■■■■■ ■ ,, ■ �""�Lam:■■ AL-FAROOQ CORPORATION ® SHEET ' PROJECT MIR no i �■III 1'�1■}■ ■■ ■■ ■N■■■■■ ■ ■■■■■■■ ■■w■■an WA ■■■■■■■■ ■■ ■■r� r� ww ■■■■■■■■■ ■ ■ ■ ■■■ ■■■■ ■ ■ m JOB NO. BY 7 p DATE SHEET NO. AL-FAROOQ CORP RATION 16_��qll? CHK. CLIENT PROJECT �R stz WXivD&4)1 21 3;576 Atc-- 101- Sr �7 o �s C S: I 6 • •::. — — r CA,DoIC '1 .P"7 VAS ..... c / .S 3 ••fit•• • A y - a--2ig kf a 3 a r3 o 66 57 T 6° n1 � i 5 —G -- -- 6 —-- j I JA , P.E. 7 92 9360 S.W. 72"d STREET, Suite 220, MIAMI, FL 33173 Tel. (305) 2100 Ni PROJECT !i ■ ■■■liOPl ■■ir7■O■!■ �� ■ ■■■■■■■r�r �■■■■■■■■ iii■■ ■■ ■ ■■■■■■■■■■ ■■Irk. ■ ■■�■�■■. �- ■ ■■■'i■■■■ ■�� it 6ifli/.:�i>iik�� :iL1 =. ■iii, Y ' ' ��7iY`9 l Y��■ ■1;11///■■ ■ ■ ■ ■■I//i1 M�■ .. .. . . . :0 •• . ELCQ ULT �N GENERAL NOTES: CONCRETE & MASONR`�ANCHORS- 1. THIS PRODUCT HAS BEEN DESIGNED&TESTED IN ACCORDANCE • • ••• • WITH THE STRUCTURAL PROVISIONS OF THE 2010 FLORIDA BUILDING a'*' CODE AND THE FBC FIFTH EDITION(2014)FOR USE WITHIN AND s OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. i OF 2. ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND THIS NOTICE OF ACCEPTANCE. •• • • • •• ••• •• NOMINAL PART THReA 3. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,WITH • , RLENC,ifi • LENGTH LENS LE STRENGTH PROPERTIES AS SPECIFIED HEREIN. HOLLOW AND • ••• 00.210/.205' �i GROUT-FILLED CONCRETE BLOCK SHALL CONFORM TO ASTM CAO. • • • FULL THREAD O.D. �F 4. ELCO ULTRACON IS A CORROSION RESISTANT MASONRY AND • • /�• • • • ,, 1-3/41 1.750° 1.313° Z Ei CONCRETE FASTENER FINISHED WITH STALGARD COATING. •• 2-1/4° 2.250° 1.750" U l m 5. HEAD MARKINGS:ELCO ULTRACON MASONRY FASTENERS ARE Q IDENTIFIED WITH EITHER THE ELCO LOGO OR FOUR DOTS IN THE CASE 2-3/4" 2.750° 1.750° . 00.150°REF. 9 OF THE PHILLIPS PAN HEAD.TRIMFIT FASI�EN[�7tS HAVE THE ELCO LOGO HEAD LOW THREAD 3-1/4° 3.250' 1.750° L Tgl ALONG WITH 1 DOT�'DIAMLTERI OR 2 DQTS(�Se"_DIAMETER).�j4__ 3/4'MAX p1AMErER 00.123"REF. N DIAMETER HEX WAS HEAD ULTRACON F HAVE EL WGU WOOD BUCK ROOT DIAMETER DIAMETER 3-3/4' 3.750' 1.750° LOU '� AND'S°INDICATING THE DIAMETER. 3 6. ALLOWABLE LOAD S WN�ULTIMATE LOAD DIVIDED BY 4.0 FOR 4" 4.000' 1.750' c SOLID NON-CRAKCED CONCRETE SUBSTRATES S.0 FOR HOLLOW BLOCK tr � E}{"�BN IDIS"NpTMRA �i'q QX`oM c 3 16" PHILIPS FLAT HEAD PFH �o 7. ANt2iOR YIELD STRENGTH Fya15 K` .,AhtCt10, TIMATE .: STRENGTH f<0�177 KSI, c a 1 '=1'•0" SIDE VIEW y 8. ANCHOR EDGE DISTANCE'S EMB�p`MEa ANp SPACINGS BELOW R4 THOSE SHOWN IN DESIGN TABUS HEREIN ARE NOT ACCEPTABLE. 9. ALLOWABLE LOAD CAPACITIES TO SUBSTRATES THAT ARE NOT SHOWN IN THE DESIGN TABLES LISTED HEREIN ARE OUTSIDE THE NOMINAL PART THREAD SCOPE OF THIS CERTIFICATION AND SHALL BE DETERMINED BY A LEN'S LENGTH LENGTH LICENSED PROFESSIONAL ENGINEER. 1-1/4" 1.250` 1.0�' 10.ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH PART LENGTH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND 0.128° 00.210/.205 1-3/4' 1.7501 1.500" THIS MIAMI-DARE COUNTY NOTICE OF ACCEPTANCE. �j �THRFAD LENGTH FULL THREAD O.D. S 1 DR.l HOLES AT LEAST Y.DEEPER THAN THE ULTRACON d 2-1/4" 2.250' 1.750' D EMI3EOMEN1. 2-3/4' 2.750° 1.750" `- �, o 10.2. SEE DRILL BIT TABLE TO DETERMINE AM+ROPRTATE DRILL BIT 00.150,REF. 3-1/4" 3.250° 1.750• U DIAMETER CORRESPONDING TO FASTENER DIAMETER. 10.3. CLEAN HOLES OF DEBRIS AND DUST BEFORE INSTALLATION HEAD LOW THREAD 3-3/4° 3.750' 1.750° O OF ANCHOR. DIAMETER 00.123°REF. .g 10.4. ANCHORS SHALL NOT BE INSTALLED BEFORE THE CONCRETE 00.146' RpOr DIAMETER DIAMETER 4' 4.000' 1.750' HAS DEVELOPED ITS DESIGN STRENGTH. 0.25'MIN. REP. g 10.5. ANCHORS SHALL NOT BE INSTALLED IN CRACKED (Sgt CONCRETED SUBSTRATES,AS DEFIFIED IN ACI 355.2. PILOT HOLE SHALL BE�.• ° °T D 3/16" S LOTTED HEX WASHER HEAD H W H 11.ANCHOR VALUES USTED HEREIN ARE DETERMINED THP HOLE • TESTING REPORT DATA AND CHECKED FOR CONSISTENCY WITH EACH LONGER THAN EMBEDMENT. SIDE VIEW TEST PERFORMED. q TYPICAL SECTION 12.REFERENCE THE FOLLOWING TEST REPORTS: HURRICANE ENGINEERING&TESTING INC. *HETI-01-5013 06/01/2001 &ADDIIDUM(06/21/02) 1 1'-0°n 1'-0" SECTION' 'HETI-01-5069 09/17/2001 *H 1127 12/02/2003 #HE7I-03-1136 12/02/2003 PARTLENGTH #HETI-03-1153 12/23/2003 0.12B' THREAD LENGTH 00.210/.205" NOMINAL PART THREAD #HETI-03-1159 12/02/2003 FULLTHREADO.D. LENGTH LENGTH LENGTH #HETI-03-1161 12/02/2003 300 SERIES 1-3/4' 1.750' 1.500' #HETI-03-1164 12/12/2003 SLOTTED HEX HEX WASHER HEX FLANGE SS CAP HEX 2-1/4" 2.250' �2�200:(r S #HETI•03-1155 12/12/2803 WASHER HEAD HEAD HEAD 5 #HETI-03-1173 12/12/23 WASHER HEAD �p � Oa15o°REF. 1.75W #HETI-03-1175 12/3.2/2003 2-3/4' 2.750° #HETI-03.1177 12/12/2003 DIAMETER 00.173•REF. LOW THREAD 3-1/41 3.250" #HITI.03-0600 08/13/2003 00.146" ROOT DIAMETER DIAMETER Sy #HETI-03-C601 12/19/2003 REP. ##FHFET1 o0s a of DosE/122/2Dolos' O O E 3 16" PHILLIPS PAN HEAD PPH ffi #HETI-08-A406 08/12/2008 #HETI-08-A407 08/12/2008 SIDE VIEW #HETI.084410 08/20/2008 -y #HEn-oB-A412 08/2o/2008 LARGE #HETI-08-A414 08/20/20 DIAMETER R #HETI•08-A415 06/2W2008 #HETI-08-A417 08/20/2006 PHILLIPS TRIMFIT® PHILLIPS PHILLIPS #HET14WA428 08/22/2008 #HEn-08-A429 08/22/2008 PAN HEAD FLAT HEAD FLAT HEAD FLAT HEAD *HETI-08-A430 08/22/2008 #HErT-00-A432 "IL2 oa PRODUFfe9 um 14-1821 #HE'n-08-A434 08/20/2008 .� •M+�- #HETI-08-A438 08/22/2008IFOeb 08 A9ftpwoPft&2Mfilv PAM RENSIP[M #HETI.OSCIioo 09/1 ' ® ® ^' #HE1T-OBC1078(09/1)/2006 B 3 s HEAD STYLES 1 N.T.S. PART LENGTH • • • • • • • • g 0.220' 00.260/.250° • • • ••• jAAT LEN Z �THREADLENGTH FU00.260.2 O.D. •0.23F {-THREAD LENG 00.330/.320' NOMINAL PART TH =_ FULL THREAD O.D. LENGTH LENGTH LEN *S + NOMINAL PART THREAD 2" 2.00w 1.750' p OF / + LENGTH G LENGTH 2-1/4' 2.250' 2.OW �•• ° i 0Q•200"REF. 1.3/4- 1.750• I.SOw • • .250'REF. 2-3/4- 2.750• 2.000' ••�° 9. \ HEAD 00.168"REF. DIAMETER LOW THREAD 2-1/4° 2.250• 1.750' HEAD* ••• • • • •• • LOW THREAD 3° 3.000' 2-6W- DIAMETER 00.189" ROOT DIAMETER 2.314" 2.750' 1.750' DI • 0i23•" • • • DIAMETER REF. 3- 4° 3.250• 1.750° • REF.• • •RWT W9ETER • 3-1/4' 3.250' 2.000" 2 1/ • • • • • ••• •• a• 4.000• 2.000° 1/4" HEX FLANGE HEAD HFH E 5 16" HEX WASHER HEAD (HWH) p a g 2 1'-0"-1'-0° SIDE VIEW z SIDE VIEW Z 4 W 3 J 0 PART LENGTH NOMINAL H LENGTH PART THREADLENGTH PART LENGTH 0 D [-THREAD LENGTH LLTHR ADO 1-ij4° 1.250' 1.000- 0.255° }--THREAD LENGTH FULL THREAD O.D. NOMINAL PART THREAD < FULL THREAD O.D. I LENGTH LENGTH LENGTH - 1-3/4- 1.750° 1.500' 2- 2.00w 1.750' 2-1/4- 2250" 1.750° 2-1/4' 2.250' 2.000° �$ 00.200°REF. 2-3/4" 2.750° 1.750" .250'REF. 2-3/4° 2.750' 2.006° S$ HEAD 00.168"REF. LOW THREAD 3-1/4- 3.250' 1.750° H LOW THREAD 3° 3.000° 2.000° DIAMETER 00.189' DIAMETER DIAMETER 00.210"REF. DIAMETER ROOT DIAMETER 3.3/4' 3.750" 1.750' Td REF, ROOT DIAMETER 3-1/4' 3.250' 2.000- " REF 5° s.00w 1.7sw F 5/16" HEX FLANGE HEAD (HFH) 4' a.o6o- z.6�• o s, s 1 4 PHILLIPS FLAT HEAD PFH 2 V-0"-1'-w SIDE VIEW 6" 6.000" 1.750" 2 1•-D•n 1'..O° SIDE VIEW U zd _j y PART LENGTH PART LENGTH THREAD LENGTH LE THREAD THREAD LENGTH LL TnHR/.320° N 4 LENGTH PART NGTH FULL THREAD O.D, - FULL THREAD O.D, NOMINAL PART THREAD 3" 3.000' 200w LENGTH LENGTH LENGTH , 1 -_4" _4.00q". 2,008', 00.200'REF. 1.3/4- 1.750° 1.313- .250"REF. 5' 5.000' 2.000" Cn HEAD LOW THREAD 2-3/4° 2.750' 1.750" HEAP _ LOW THREAD 6' 6.000' 2.000' U bIAMETER 00.158'REF. 00.189• ROOT DIAMETER DIAMETER 3.1/4' 3.250• 1.750" DIAMETER 00.236°i R007bIAMETER_:: DIAMETER g REF. 3-3/4' 3.750" 1.750" Mf- 3 c 1/4" TRIM FIT i37-16""LMS• W-r HEA0 21'-W-1'-0" SIDE VIEW 2 1'•0°a 1'-w SID$VIEW 1-m-7 NOMINAL PART THREAD NOMINAL PART THREADLENGTH LENGTH LENG }-PART LENGTH LENGTH LENGTH LENGTH PART LENGTH 1-114" 1.250' 1,000" 00.330/.320'0.178" THREAD LENGTH 00.260/.255" 1-3/4° 1.750' 1.500° THREAD LENG FULL THREAD O.D. 2° 2.250" 1.750•FULL THREAD O.D. 2-314" 2.750" 2.000°2.1/4' 2.250' 1.750°2-3j4° 2.750° 1.750' 3-1/4- 3.250• 2000"00.200"REF. 3-1/4' 3.250° 1.750" 0.250'REF. 3-3/4- 3.750° 2.000'_ LOW THREAD 4' 4.000' 2.000° I killDIAMETER 00.168"REF, LOW THREAD 3-3/4° 3.750' 1.750' DIAPIETER 00.236' 00.210'REF. DIAMETER 5" 5.000° 2000"00.189" ROOT DIAMETER DIAMETER 4" 4.000' 1.750' REF. ROOT DIAMETERREF. 1GE>C+1�05.00w 1.75w H 5 16"TRIMFIT +� 14- 821 D 1/4" SLOTTED HEX WASHER HEAD WH)H6" 6,000" 1.750• •�•weFbN. 2 1'-0"n 1'-O• SIDE VIEW 2 1'-w n 1'-0' SIDE VIEW p Tii e� V `t . • ••• • • • ••f .. •• • • • .• •• • �J ;•; ; 3/16"0 ULTRACON ALLOI}f�, �,CY`ftMS: "f ALLOWABLE LOAD CAPACITIES: :'w R Rf• • SPA + • • �..� '� SPACING ftWOWTANDE 1UMORROF CMOEDMENT" TENSION BIHt+Ak; EDGE DISTANCE INCHESMUMBEROF EMBEDMENT TENSION SHEAR 'INCHES b1AMETERBl DIAMETERS (LB) 718" id• 8° - 808 180 ' 0 f 1-18° 8d 1-3/4" 270 720 R R {* ,,.•f •3114°• f12d 8' 280 - 120 '�r,� `• p ��` 2.14' 12d 13/4°— 270 _ 186 * *r j j. s*8' • tedp _7 980 216 i 77�i,/�'s'SjQq 1• V 106 1b9 ' • 1-314 528 3• 18d e go 1.38' 136 195 3r8t6 RSU:f f` .f 2'. iMP '� •- 8', • 18d '1. 206 378 p . 2.646 P.S.I. 3.9/16' 19d 1.3/4° 270 195 • CONCi2ETE•� 1.314' 800 �T7 < fi s CONCRETE' — 2" 300 .120 LSI .1-'UB' .. 9d 1314' 31b 176 i'. 790 1374" 315 1753314" {2d 1° 455 710 3118" 1°110 iss J Y•12" 1. 3°^ 1Bd 810 4601.38" 185 188 5", 1Bd --� 1.314` 88021 86Q y J 3.9116• 19d 13/4• 318 196 - m GROUT FILLED 34U16• 16d 13/4" 175 138 GROUT'FILLED 2-12' b` .18d. ' 1314° 230 370 U BLOCK 2-1� 412' 24d 2-0/4° 220 19.5 HLOgC 24W 290 378 y 1• 8• 32d 80 105 1.9!16' 6• 20d 130 140 X$ HOLLOW HLOp( 1-118• Bd 14/4• 85 75 HOLLOW BLOCK 17w ad 1.18" 130 178 3¢ 2.12° 2-114° 12d 86 115 3.1f8° 3314° 12d _ 140 17b 8' 32d 86 115 8° Wd 228 280 NOTE NOTE 'ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR RACKS CONCRETE S LOAD CAPACITIES LISTED HEREIN ARE NOT VALID F�2 CRACKED CONCRETE SUBSTRATES. O d E CRACKED CONCRETE SUBSTRATES. t EMBEDMENT DEPTH INTO 2.848 PSI CONCRETE,WITH THE Ye MAX UNANCHORED WOOD SUCK LOCATED BETWEEN THE CONCRETE AND THE SIDE MEMBER. '•EMBEDMENT VALUE LISTED HEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE,GROUT FILLED BLOCK OR 1/4"0 ULTRACON HOLLOW BLOCK.EMBEDMENT DEPTH DOES NOT INCLUDE THE THICKNESS OF ANY WOOD BUCKS. I ALLOWABLE LOAD CAPACITIES: ULTRACON'HEAD SPACING DIMENSIONS: DRILL BIT SCHEDULE: EDGE DISTANCE NUMBER OF EMBEDMENT" TENSION SHEAR HEM STYLE HEADDIAMETER SCREW-ANCHOR DRILL BIT INCHES DIAMETERS (LB) w DIAMEM 142' ed 13/4' 345 120 3116°PPH 0.363' 3/16- •DIAMETER ELOD ULTRACON BIT o8 31 12a .1314• 345 170 3/16°PFH 0.365• 1/4` •DIAMETER ELCO ULTRACON BIT t,M .._ . SI 1• Y 150 188 1/4'PFH 0.480• 5/16• Y.DIAMETER ELCO ULTRADON BTT 4" 16d1318° 280 225 1/4°TRIMFIT 0.414' 1. INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE 2,848 P.S.I. 1.314• 450 228 5/16•PFH 0.543' MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS AND 5 CONCRETE' 1.12° Sd 1374• 455 316 THIS MIAMI-DADE COUNCE. TY,NOTICE OF ACCEPTAN 3° 12d 1314' 408 390 5118'M11FT1 0.695 2. DRILL HOLES AT LEAST_} DEEPER THAN ULTRACON EMBEDMENT. 2-12• 1• 200 2B6 5/16'TRTMflT 0.414• 3. CELE HOLES OR DEBRRIISi AND DUST BEFORE INSTALLATION OF [Mal" R. 4° 16d 1.38' 375 395 4. DANCHORS SHALL EVELOPED ITS NGBE STR TALLED BEFORETHE CONCRETE HAS 1-374° 478 445 2,730 P 8J HEX WASHER HEAD S. MaiORSSUBSTRATHALLS NOT BE DEFINED S AC[3D IN CRACKED CONCRETE CONCRETEt R12• 4• led 13x4' 318 (HWH) DIMENSIONS: $ GROUT FILL® 2-12" 4• 10d 13/4' 230 250 HEAD STYLE ACROSS RAT WASHER DIAMETER BLOCK 412' 1Bd 2-ifs 410 xqt qqq�� 1• 5 24d 140 140 3/16•HWH 114' 0.355 S 1.12• ea 140 too 1/4•HIM 9/16• 0.625 HOLLOW BLOCK 2-12• 3' 12d 140 150 1/4-HWH 5/16' 0.418' e• z4e 14o z95 14-1821 1/4•NO SS CAP HWH 5/16° 0.580• NE' 5116'HWH 5/16• 0.543' ASC ACC 'ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VAUD FOR CRACKED CONCRETE SUBSTRATES,AS DEFINED IN ACI 355.2. 6/16•HFH 5/16' O.SBS A a t EMBEDMENT DEPTH INTO 2.848 PSI CONCRETE,WITH THE-Ye MAX UNANCHORED WOOD BUCK LOCATED BETWEEN THE CONCRETE AND THE SIDE MEMBER. i EMBEDMENT VALUE LISTED HEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE.GROUT FILLED BLOCK OR HOLLOW BLOCK.EMBEDMENT DEPTH DOES NOT INCLUDE THE THICKNESS OF ANY WOOD SUCKS. AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT STATEMENT OF INSPECTION September 28,2016 TO: Mr.Ismael Naranjo Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shores,FL 33138 Re: Smith,Patrice and Scott 358 Miamimi Shores, FL 33138 � Permit Number: WS-6-15-1603 Dear Mr.Naranjo, I, Javad Ahmad, P.E., certify that our office performed and approved the required inspections, as indicated in the attached approved inspection log,hereby attest that to the best of my knowledge,belief and professional judgment, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge,belief and professional judgment,the approved permit plans represent the as-built condition of the structural envelope component of said structure except as noted below. This document is being prepared in accordance with Section 110.8.4.1 of the 2014 Florida Building Code and must be submitted to the Miami Shores Village Building Department in conjunction with the application for a Certificate of(either Occupancy or Completion)for the above referenced structure. Should you have any questions or need additional information please do not hesitate to contact me. +JavadP-E. FINAL—SEE ATTACHED LOG 2016 9360 Sunset Dr.Suite 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afcens.com I alfarooa@afcens.com •� AL-FAROOQ CORPORATION Job Name: SMITH RESIDENCE Permit#: WS-6-15-1603 Address: 358 NE 101 ST MIAMI SHORES,FL 33138 Inspected by. EDDIE PACHECO NOTE:THIS LOG MUST BE KEPT WITH THE PERMIT DRAWINGS AT ALL TIMES INSPECTION INSPECTION TYPE APPROVED REJECTED COMMENTS DATE Windows Mark#(1,2,3,4,6,7,8)are included in the 8/16/16 INSPECTION NOTE field condition inspection report.The rest of the windows&doors are not part of the inspection. NOTCHED PRECAST Mark#(1,2)Casement Window(X)(Head/Sill)(1) 8/16/16 SUBSTRATE FIELD YES Anchor at 6"Max.from comers.(Jambs)(4) CONDITION Anchors evenly spaced and 6"Max.from comers. NOTCHED PRECAST Mark#(1,2)Fixed Window(Head/Sill)Missing one 8/16/16 SUBSTRATE FIELD YES anchor between cluster.Add missing anchor evenly CONDITION spaced.(Jambs)(4)Anchors evenly spaced and 6" Max.from comers. Mark#(3)Casement Window(XX)(Head/Sill) NOTCHED PRECAST Missing anchor at Mullion cluster.Add(4)additional 8/16/16 SUBSTRATE FIELD YES anchors at Mullion cluster at 3"O.C. CONDITION (Jambs)(4)Anchors evenly spaced and 6"Max. from comers. NOTCHED PRECAST Mark#(4,6,7)Casement Window(X)(Head/Sill) 8/16/16 SUBSTRATE FIELD YES (3)Anchors evenly spaced at 6"Max.from comers. CONDITION (Jambs)(4)Anchors evenly spaced and 6"Max. from comers. Mark#(8)Horizontal Roller Window(XO) NOTCHED PRECAST (Head/Sill)Missing anchor at Mtg.Stile.Add(1) 8/16/16 SUBSTRATE FIELD YES additional anchors at Mtg.Stile cluster at 5"Max. CONDITION O.C.(Jambs)(4)Anchors evenly spaced and 6" Max.from comers. According to the precast substrate caluclations the 1/4"X 3 1/4"Tapcon must be replaced with 5/16"X 4"long Ultracon.This condition applies to the NOTCHED PRECAST existing and additional anchors on Mark 8/22/16 SUBSTRATE FIELD YES (1,2,3,4,6,7,8)Casement,Fixed and Horizontal CONDITION Roller Windows.The diagram of what the new anchor configuration should be like are shown on sheets 7 to11 on the field condition callati ns document.See sheet 13,detail G/2 for or description. H:\2016\SMITH RESIDENCE-PRESTIGE WINDOWS\SMITH RESIDENCE INSP. REPORT Ap 291 NOTCHED PRECAST Mark#(3)Casement Window(XX)(Head) Missing 9/9/16 SUBSTRATE FIELD YES CONDITION cluster of (4)anchors at Mullion at 3"O.C. NOTCHED PRECAST Mark#(8)Horizontal Roller Window(XO) 9/9/16 SUBSTRATE FIELD YES (Head/Sill)Missing(1)Anchor at Mtg.Stile cluster 5" CONDITION Max.O.C. NOTCHED PRECAST All anchors at Windows Mark 1,2,3,4,6,7,8 were 9/28/16 SUBSTRATE FIELD YES replaced for 5/16"X 4"long Ultracon as per precast CONDITION substrate calculations field condition. NOTCHED PRECAST 9/28/16 SUBSTRATE FIELD YES FINAL INSPECTION CONDITION JAVAD AHMAD,PE STATE OF FLORIDA PE#70592 SP, 2 5 2915 H:\2016\SMITH RESIDENCE-PRESTIGE WINDOWS\SMITH RESIDENCE INSP. REPORT Fixed42.41+39 HR . SG036"x 63" 38"x 5015" •• ••; •; 7 x80" Iffin 14-0731.05 Noe 14-0.915.07 • N&e 14-0627.15 10 11 12 13 14 i o0 i M ' � • • ?2"x80" I f3-rf mt W Mt 16x38"Zj 27.15FAMILY MASTER e 14-06.01 W . LL. •e @ • HR • ' 55.625"x50.5" \ I BEDROOM 0 N Noe 14-0915.07 9 I 11J N 8 LLJ � 2W - N i KITCHEN �------- - Im H •� / I 0 Go =50.5" 0O I MASTER 16 Fr 25"x30" ' N M w ( I BATH 1 I I 6 m O � 6 BATH DINING I i GARAGE 1I a , cr � ° FZ� FD o 80" ————�-——— DEN 31.5"x z 13-0226.06 I FL#167 —SP _ W 4 BEDROOM 3 2 1 z o I Garage V o M < Q M c QI` Csmt Dow,-- x p .0 I- 37"x50,5" C11�'"t To Remain �)Csmt Noe 14-0506.01 18.875"x 50.625" 18.875"x 50.625" +.. , r••r W Noe 14-0506.01 Noe 144)506.01 1"x 4"Mull 1"x 4"Mull (2)Csmt Noe 12-1220.15 Noe 12-1220.15 � '` N 1 LU 27.875"x 50.625" Fixed Fixed ®v > p W f 37.75"x 50.625 37.75"x 50.625 i *-•+ I O ® amu® 3 Noe 4-0506.01 Noe 14-0731.05 Noe 14-0731.05 _ (,� rL x 2"Mull Noe 12-1220.15q O g < N.T.S. -50/+36.2 N — L r ENGINEERING EXPRESS Project#: 42195-44304 Project Details: Smith Residence Contractor: Prestige Windows and Doors 358 NE 101 St. Miami Shores, FL Subject: Wind Load Design Pressure Calculations(Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (V,,it): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: C Internal Pressure ±0.18 Roof Type: Hip Coefficient(GC t): Roof Slope (0): 18.4 deg Topographical Factor(Kt): 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure .b'$,. Min. Building Dimension (L): 52.0 ft Coefficient;(K ' Parapet 3 feet? No Velocity Pressure•(Kj;: 56.53,�f •,;• End Zone•(tj?' 5.21ft •.�; ASD Me * • • P*�0.6W •��• 00.00. .000 00000 Doe 0 Mark Elev, z(ft) Size:W x H (in) Zone Shutter. Area(f[l/C1(Kh) R_�_1(9 h} GCS, • Pressurgs;(psf) 0- 1 15 76.0 x 51.0 4 No 26.9 0.85 56.57 0.92 9..02 +37;5./•0 a0.9 ••�• 2 15 76.0 x 51.0 4 No 26.9 0.85 56.57 0.92 -4 2 +3 .5/-40.9 ••• 3 15 56.0 x 51.0 5 No 19.8 0.85 56.57 0.95 -1.29 +39.2./'-50.1 4 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 -1.36 +39.3/-52.2 5 15 32.0 x 80.0 4 No 17.8 0.85 56.57 0.96 -1.06 +38.6/-41.9 6 15 37.0 x 51.0 4 No 13.1 0.85 56.57 0.98 -1.08 +39.3/-42.7 7 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 -1.36 +39.3/-52.2 8 15 56.0 x 51.0 5 No 19.8 0.85 56.57 0.95 -1.29 +38.3/-50.1 9 15 72.0 x 80.0 4 No 40.0 0.85 56.57 0.89 -0.99 +36.4/-39.8 10 15 72.0 x 80.0 5 No 40.0 0.85 56.57 0.89 -1.19 +36.4/-46.4 Valid Only With Raised Engineer NOTES:Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Cod Fifth Edition(2014).Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express.Results are based on contractor- supplied data and shall be field verified by others prior to use.Selection&installation of Fri,July 10,2015 products shall be approved using these dimensions and pressures as verified by others. Frank L.Bennardo,P.E. PE46549 Cert Auth 9885 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 42195-44304 PHONE:(954)354-0660-FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE_,OF ` �"► ENGINEERING EXPRESS Project#: 42195-44304 Project Details: Smith Residence Contractor: Prestige Windows and Doors 358 NE 101 St. Miami Shores, FL Subject: Wind Load Design Pressure Calculations(Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (V„It): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: C Internal Pressure ±0.18 Roof Type: Hip Coefficient (GC j): Roof Slope (0): 18.4 deg Topographical Factor(Kt): 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure .60M- Min. Building Dimension (L): 52.0 ft Coefficient;(K�1.• •'•' "" Parapet z 3 feet? No Velocity Pressure•Q : 56.57Zf •„� End Zonela 4• 5.24 ft •..; ASD Me P*U av �•• ...... .... ..... Mark Elev,z(ft) Size: W x H (in) Zone Shutter.... Area{ftz) Kz(K h) q a(;i'h) GC p+ Pressures(psf) -- 11 15 36.0 x 63.0 4 No 15.8 0.85 56.57 0.97 -9..07 +3&.qJ;g2.3 •••• 12 15 36.0 x 63.0 4 No 15.8 0.85 56.57 0.97 7 +38.9/-42.3 ••• 13 1 15 36.0 x 63.0 4 No 15.8 0.85 56.57 0.97 -1.07 +38'.99r-42.3 14 15 38.0 x 50.0 5 No 13.2 0.85 56.57 0.98 -1.36 +39.3/-52.2 15 15 37.0 x 38.0 5 No 10.0 0.85 56.57 1.00 -1.40 +40.1/-53.6 16 15 19.0 x 38.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 17 15 32.0 x 81.0 4 No 18.0 0.85 56.57 0.95 -1.05 +38.5/-41.9 Valid Only With Raised Engineer NOTES:Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Code -- Seal___` Fifth Edition(2014).Results are not valid for use unless approved via original signature an raised engineer seal of a PE from Engineering Express.Results are based on contractor- supplied data and shall be field verified by others prior to use.Selection&installation of ri 5 products shall be approved using these dimensions and pressures as verified by others. Frank L.Bennardo, P.E. PE46549 Cert Auth 9885 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 42195-44304 PHONE:(954)354-0660-FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE Z OF s r ' rdij Depart'rynt,"! BCIS Home Log In i. User Registration i Hot Topics Submit Surcharge Stats&Facts ' Publications { FBC Staff SCIS Site Map Links Search Busines Profess��nal @USER:Product Approval Public User Regulation �R,1��,r1111�1�1'��J�dlllld Product Approval Menu>Product or Apolition Search>Application List>Application Detail FL# FL16708-112 M•. 3 9 Application Type Revision Code Version 2010 Application Status Approved Comments Archived • • • • • •••• •••••• Product Manufacturer JELD-WEN •••• : •••• •• Address/Phone/Ercall 3737 Lakeport Blvd •••0•• •••• ; ,••• • Klamath Falls, OR 97601 0••• • • (800) 535-3936 •••••• fbcl@jeld-wen.com 000000 •• • • • •••••• •••• ••••• Authorized Signature Gary Rollinson 00 • � � fbcl@jeld-wen.com •• •• •• • •••••• Technical Representative JELD-WEN Corporate Customer Service• • •• • •••••• Address/Phone/Email 3737 Lakeport Blvd. • • • • • •••••• 0 Klamath Falls,OR 97601 •• i • 000 • • (800) 535-3936 • • • customerserviceagents@jeld-wen.com •• • Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/10/2018 Validated By Locke Bowden • Validation Checklist- Hardcopy Received Certificate of Independence FL16708 R2 COI COI Jeld Wen SS 2014.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D w � Date Submitted 07/08/2014 Date Validated 07/09/2014 Date Pending FBC Approval 07/09/2014 Date Approved 08/25/2014 Date Revised 02/20/2015 Summary of Products FL# Model,Number or Name Description 16708.1 Design Pro/Smooth Pro Single(X)Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R2 II A010871A.Dddf Approved for use outside HVHZ:Yes Verified By: Henries F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.3-0x6-8 and 3-0x8-0 Inswing and Outswing FL16708 R2 AE PER2766.12df Created by Independent Third Party: Yes 16708.2 Design Pro/Smooth Pro Single(X) Impact Glazed Fiberglass Door •••• Limits of Use Installation Instructions • • •••• •••• • Approved for use in HVHZ:Yes FL16708 R2 II A010872A.o&••• i •••• Approved for use outside HVHZ:Yes Verified By: Henries F. Norero P.� 73778 • • • Impact Resistant:Yes Created by Independent Thirc�F�art�y Yes •• • 000000 Design Pressure:N/A Evaluation Reports 000000 • • • Other.3-0x6-8 and 3-0x8-0 Inswing and Outswing FL16708 R2 AE PER2767.odf•••• •• • ;••••; Created by Independent Thi}c gw. Yes • • • • 16708.3 Design Pro/Smooth Pro Double (XX)Impact Opaque iibeLpless Door•..• ; •9.0.0 Limits of Use Installation Instructions :06:0: • • Approved for use in HVHZ:Yes FL16708 R2 II A010873A.odf i • • ....; Approved for use outside HVHZ:Yes Verified By: Hermes F. Noreg), P.E•73778 :••••• • Impact Resistant:Yes Created by Independent Third Party. Yes 00000 •• • • ••• • Design Pressure: N/A Evaluation Reports • • Other.6-0-0x6-8 and 6-0x8-0 Inswing and Outswing FL16708 R2 AE PER2768.odf •• Created by Independent Third Party: Yes 16708.4 Design Pro/Smooth Pro Double (XX)Impact Glazed Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R2 II A010874A.odf 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:6-0-0x6-8 and 6-0x8-0 Inswing and Outswing FL16708 R2 AE PER2769.odf Created by Independent Third Party: Yes 16708.5 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O)Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R2 II A010875A.odf 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.9-0-Ox6-8 and 9-0x8-0 Inswing and Outswing EL16708 R2 AE PER2770.Rdf Created by Independent Third Party: Yes 16708.6 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Glazed Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16708 R2 II A010876A.odf Approved for use outside HVHZ:Yes Verified By: Henries F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.9-0-0x6-8 and 9-0x8-0 Inswing and Outswing FL16708 R2 AE PER2771.p_df Created by Independent Third Party: Yes 16708.7 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R2 II A010877A.odf 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. 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing FL16708 R2 AE PER2772.odf Created by Independent Third Party:Yes 16708.8 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Glazed • j Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R2 II A010878A.pddf Approved for use outside HVHZ:Yes Verified By: Henries F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing FL16708 R2 AE PER2773.Ddf Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund 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 wtth 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: •••• WERE • • • 0000 0000•• • • • ••• • 0000 • •00.00 00 • 0.000• 0•0000 • • • 0.00• 0000 •• • •• • 0000 • • 00000 00 • 00•• •0•• 00.00 •• •• •• • •0000 0000•• •. • • • • Go 00006 • 0000•• • • • 00.000 • • PREPARED BY: 4 w BUILDING DROPS,INC. JKko371/2"MAX. Px:tssaLssP-ears O.A.WIDTH vAxaesapaaarse DESIGN PRO/SMOOTH PRO FULL LITE 371/2"MAX. 5 IMPACT APPROVED s OA WIDTH 1 J w m z� FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5 4 s j w z o a 2-uaz 1 a� oa s x� K H IZ-.a 3 x s z pa tnZYo. GENERAL NOTES: a z N= a H OLU 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA ti W s s m s ® ACTIVE ;O BUILDING CODE(TBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: a 6 O W Q z: • TA5201-94 so z s ACTIVE 3? s z 2 w • TAS 202-94 3 z -3-\ 340x ® x p J y LU TAS 203-94 a0 s s = 0 Z¢ U 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE O RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE LU N V) FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 's INSTALLATION. u' a f- F 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 3 4 s s 7 a 9 3 4 5 6 e B REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS a a 4 4 4 4 4 a 4 4 a 4 4 a ADA saI MP Lock,Radius Lt. GL 3/14 DOCUMENT. 1 TYP.ELEVATION 1 n TYP.ELEVATION 2 1 c-s•000axP�xr r.o•000R im4xr 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. armsxauworeL aPaoPuccomw,rouaavair amxour wwmx coP4urr a euamwa Paas we 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN anwu�sroiimooaua rveroraGnaw nmum GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES. T10X' 7, NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. � F IllO7jl,,i REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY `��Q',. •F,p��i OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH a OH HEIGHT IS t 1.0 y .r •O •• NOTE: DOORS SHOWN ABOVE MAY BE LEFT 7 _.. OR RIGHT HAND OPERATING DOORS. bOssmd PaM a •6jFyl�gtrO.bSm TABLE OF CONTENTS Rally signed by Hermes F.Norero,P.E. SHEET REVISION SHEET DESCRIPTION •• ••• • • • • • •• emm:l am approving this document • • • • • • • • ate:2014.07.06093639-04'00' 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES • • 0.: •• • • • • • U2.OS.14 2 A TYPICAL ANCHOR LAYOUTS AND NOTES • 0RAIL • DTi1GN PRrOSURE(PSF) DATE: 3 - OPTIONAL 2X BUCK ANCHORING DETAILS •• •OIOMIPUjLS • MISSILE DWG.BY, CHK. Y: CONFIGURATION INSWING OUTSWING IMPACT G JM I SS MSS 4 A VERTICAL ASSEMBLIES WIDTH HEIGHT RATING POS. NEG. POS. NEG. SCALE: NTS 5 A HORIZONTAL ASSEMBLIES •• A010872A 6 A GLAZING DETAILS 3'-0" • 6111181110 65 •65 065 65 LMI&5M1 DWG.N: 7 A WOOD SUBSTRATES RRADIUS • 3'-0i 6'-% 65 35 1 65 UMI&SMI SHEET: OF9 8 A CONCRETE SUBSTRATES • •• 3'-W 8.0"• 0 50 -1&SMI A 9 A COMPONENTS&BILL OF MATERIALS `SEE GENERAL NOTE 77S EET 1,F R WATER NMLTRATIC%APPROVED SILLS. 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION NOTES: PREPARED BY: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. '0 ' 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACKTO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 3sa s.onhtw esnw ww.srE.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. oARweua,s�3sooa 37 1/2"MAX. PN:Issal3ssaae 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO OA WIDTH fAz`I�OL]°6'4 STUCCO,FOAM,BRICK VENEER,AND SIDING. a.w.wu<wsmwErom 3'TY. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 C2 3"TVP. = W OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ~ c$ MANUFACTURER'S INSTALLATION INSTRUCTIONS. j Z 3 0 45 d 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR O W Z O JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Cc w SHELL OF BLOCK. _ N 5 F tia V) nax 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK = Q m n CONCRETE/MASONRY CONSTRUCTION. ti w w w O "'x 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 13ASED ON SUBSTRATE MATERIALS WITH THE m C. g> FOLLOWING PROPERTIES: i7 m O O y = A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. Z C7,.. = 9 = Wn B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI. N z¢ ¢ Q C7 U o C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH j� w ® W Z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O Z H uwi O Q i PSI. g J q D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH / CCCd333 OF 2000 PSI. a w a � 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. _ ZR4—r V4 REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM d AOA sill,MP Lock,Radios LL GL 23/1 EMBEDMENT AND EDGE DISTANCE ARE ACC HIEVED. A2 AZ P.ANCHOR LAYOUT 2 ANCHOR TABLE 6'8"DOORS 8'O'DOORS �Dxourwm e�iwovxr simmy>xioao�e'xwe ,urtnnroxy nouuno]s,woawxmw,oa orax rnsosws m nas ooamarrt urc wo]reswrtsen axo ANCHOR MIN. MIN.EDGE MAX.O.C. MAX.D.C. \111111/!/ ANCHOR TYPE SUBSTRATE SIZE EMBEDMENT DISTANCE SPJAMBS T SPAMMCIN&AT \\ F. 07��'' NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X) ONLY. ```��!`�l��•••• ;�� WOOD SCREW #10 2X WOOD BUCK 0R FRAMING 1-12" 3/4" 17.1/2' 17-1/4" S• \ 0S, 7 ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2' 17.1/2" 17-1/4" B u T T CC 1.3/8"-CONC. i��•'.• (, OQ;.'• � ' ELCO ULTRACON 1/4' CONCRETE/CMU 1-1/4"-CMU 1 17.1/2" 17-i/4' .(�'p TTWTAPCON 3/16" CONCRETE/CMU 1-1/4' 1' 30" 143/8' rsysax�Aizss]a 82 2-#9X212"PFH •• ••• • • • • • •• SCREWS • • • i • • e • • DETAIL D2 25 26 • •• • • • • ••• e DATE: 02.05.14 2-#9X212"PFH TYP.HOPPE • • • • • • • • • DWG. Y: CHK. Y: PFH`'CREM MULTI-POINT T SHOOT BOLT •• 0•• i• • • •• G M HK Y PLATE mss DETAIL B2 (RH PLATE SHOWN) SCALE: NTS MULTI-POINT SHOOT BOLT 1 BOTTOM 91007 D2 • ••• • ••• • • DWG.#:A010872A BOLT #20 • • • • • •• • • • e PLATE LOCATION HOPPE PPE#za9B9u SHEET: OF 9• e • • •• • • •• • • •• • • n SILL SECTION VIEW HEAD SECTION VIEW e e • ••• ••• •e• ••• varvse aawrR ousswr•usoenan Z nusvosasawN ourswRsasmman goo a goo 0 sEaeranaz sse DFfALL D3 • •• •• • e • •• •• •e• 0 0 • 000 0 • PREPARED BY: BUILDING DROPS,INC. ase e.DarDA seas sLw.,sie.ees Darvw eFaa,�.eeaoa PX:(950)3948618 FAx:(9s6paa.613e 41/2'TYP. 41/2"TYP. wFs:....wmRDP666D, 11/2"OFFSET E U. tm O m 6 O w j o a_o Y� gape cc �Q � ~oa mw Mia Mg Ci N oa QZ y a Z Ho 2 20 [7ao I-a. U O 0 Q i M REMARKS BY DATE ADA3(O,MPL--k,Radhs Lt GL /Z3/1• 1 TY P.ANCHOR LAYOUT 3 PegNAIZ%9U NCDMMITFIMAwNRr aeD L W t lODt&Pponw QD M YMIXE OR Regi W if HDUf NTDi[N CDN1EHi a BURDIkG D0.03,UK eIRROIMXA,A W Ii10`15.N W IIUGHfIN6.OR OfMFN YPR81tID$TOTHOODCVMEMARf HDi YERMORDADD DN lF CER11{KA 11/4"MIN.EMBED TYP. SEE TABLE W o � zx euac ANCHOR TABLE u (. 7 6 O 6'8"DOORS 8b•DOORS Z MIN.EDGE MIN.CENTER �F > ANCHOR TYPE ANCHOR SUBSTRATE DIST.TO TO MIN. SUBSTRATE DISTANCE MAIL O.C. MAX.O.C. ' T T P° ��` SIZE EMBEDMENT p ti '+ SPACING AT SPACING AT ��0 C O °J p 2X WOOD BUCK INSTALL. JAMBS JAMBSFfL � 2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE 1TIN TAPCON 1/4" CONCRETE/CMU 1-1/4' 2-1/2' 4• 25° 30-1/4° %�/ .� � � 2X WOOD BUCK INSTALL. ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4• 25' 30.1/4" n �2X WOOD BUCK INSTALL. 1-1/4°-CMU soeva<w • • • • • • • • • • •e a . • • DATE: 02.05.14 • •• • • • • ••• • • ! • • • • • • • DWG. Y: CHK. Y: NOTES: •• •" •• • • •• G JM SS MSS 1. 2X BUCK 15 NOT FOR INSTALLATION AT SILL SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. • ••• • ••• • • DWG.#:A010872A • • • • • • • ♦ • • SHEET: OF9 •e• • ! • ! !•• • • • • • • • • • • • • • •• •• • • • •• e• J PREPARED BY: BUILDING DROPS,INC. Ise e.ouawaFAa,eLw.,srv.�e i�� j� uARwarAa.n3looa ��i�� / vR:tswl3sPsa]e // / O FACt�I]30.6Tl8 WEB:www.WFlENgkops.som it INFERIOR EXTERIOR E7ffERIOR �� INFERIOR � jmNm J 0 o 4 —f INTERIOR ./ EXTEN0OR R o Ou,, N 0co � � a aG NIn " 1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL a a� Q ,4 OUTSWING SHOWN-INSWING SIMILAR ,4 INSWING 4 OUTSWING ENDURAZAIL4S65F AFCOJ-2297 w w 9 G A 11 F- 1— REMARKS BY DATE INTERIOR EXFERIOR EXTERIOR INTERIOR 7 INTERIOR EXTERIOR ADA sill,MP Lod,Radios Lt. GL /14 /. 10 nrro swu rar aF avww®a waou oa vao wm+our rmrt,Fn eoxsFxr aF eoaomw oaovx we urtwmru.AonumRs,wcwwwm+a.oa omrn rnnapR¢srorns000mtFrnaa Rorveawrrtonvn OPERABLE ADA SILL 6 OPERABLE SILL r7 OPERABLE SILL 4 INSWING/OUTSWING (�, INSWING 4 OUTSWING �� F IIi0'��ii ENDURA HCISOOO AFCO A-276/P-2000 OPTIONAL AFCO H-497 1•. ,p0 11 ��0 %.C L 11 � kms e JINTE�RIOR e EXTENOfl8 INTERIOR EXTERIOR •• ••• • • e � — • •• DATE: 02.05.14 o • • • • 4d � OGWL M ICSISKAASS g OPERABLE SILL ... g .QPERABLESILL SCALE: •, e A010872A 4, OUTSWING • • 4 • • OTS' IN SHEET: OF9 OPTIONAL AFM A-117 •• • • •e •OPTIOEy1L ENDYRA O9I S65F ... . .. . .. . • • • • • • • • • • ••• • • • ••• • • PREPARED BY: HINGE DETAIL AT JAMB: HINGE SCHEDULE -• PLACE 119 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY BUILDING DROPS,INC. 3 3sbc DAxu eLAo�stw.sr[.va DANIABFAOI,R330a4 PAC(s )7U 47M W EB:www.bulW Ongdrgmm� j/ 1 19 1 \\\ \ > F o d Lu UA O d� m INTERIOR INTERIOR Yi- S - ~Oa Lu FQ- na . � 1-#9X2-1/2'PHILLIPS pQ y Lu FLATHEAD WOOD SCREW O \' \ 3-#9X3/4-PHILLIPS a g Z N r O FLATHEAD WOOD SCREWS 2 Q Q EXTERIOR EXTERIOR l7 N 7 4-#9 PHILLIPS FLATHEAD WOOD SCREWS W y. 17 USE 3/4"LENGTH FOR 6'-8"DOORS O p a USE 1"LENGTH FOR 8'-0"DOORS 1 LOCK JAMB 3 HINGE JAMB aiti 5 OUTSWINGSHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWING SIMILAR REMARKS BY DATE d ADA sill,MP Lock,Radius LL GL /23/34 9-#9X13/4"PFH 3.#8X2"PFH 13-#8X13/8'PFH(6'-8-UNITS) 8.#9 X 2 1/2"PFH W/HARDWARE 15-#8 X 13/8"PFH(8'-0-UNITS) W/STRIKE HARDWAREvamLsn suii W/STRIKE HARDWARE (6'-W&8'-0"UNITS) COMES W/HARDWARE umswunmaL UPxowceowwxmLoavurt 1-MPL STRIKE PLATE wrt�airtaTarrLHc>suExrawnmis was.aYc 4-MPL STRIKE PLATES4-118 X 13/8"PFH ALnnAnoNs,aasnuxa,waR+rtws.�onrc4 m4aimussroixa socuHH+r4u sm vLssanrnum 21 1-REINFORCEMENT PLATE o 20 HOPPE#2512296 EXTERIOR EXTERIOR 7 Tt * — TT � = INTERIOR •� o INTENOR 'C••'wfisevaveOatl" •c�� H9[m1f.W� .SSA 11 •• ••• • • 11• • •• ROCKWELL MULTI-POINT LOCK JAM$ tb iIdPi&jtAdV-POINT LOCK JAMB r6-�HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWINGSHOWN-INSWINGSIMILAR •• NGS�OYON-1NSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y: GL�T7M SS MSS SCALE: NTS . • "• • 00: . . . . DWG-#:A010872A • . • • • • • • • • • • SHEET: OF9 •• • • •• • • •• • • ... . .. . .. . ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 PREPARED BY: BUILDING DROPS,INC. 398 E DANIA stool BLw.nE 3X DA BF MFL 33009 PR:195a1399•aava FAIL(959)'l69.6TSB W Ee:"v,M.bu0tlil19Eropu[an J � 0 1"MAX. 1"MAX. 1"MAX. 1`MAX. _ g ... 1/2'AIRSPACE 1/2'AIRSPACE 1/2'AIRSPACE 1/2-AIRSPACE d Q x es Ma INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR h U m 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS N i 0.090"SOLUTIA PVB INTERLAYER z m 0.090"SOLIlTTA PVB INTERLAYER z 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER a p f ,-1/8"TEMPERED GLASS DOW 1199 SILICONE F 1/8"TEMPERED GLASS f H 1/8"TEMPERED GLASS z BYDUPONT 0 (7 '0 00 1 ro m 1/8"TEMPERED GLASS 0 ° N m� h DOW 995 SILICONE 3ADOW DOW 995 SILICONE ; DOW 995 SILICONE DOW 995 SILICONE 22 22 23 24 RED[-SEAL REDI-SEAL DOW 1199 SILICONE 99551UCONE REMARKS BY DATE (1:)6'-8" GLAZING DETAIL rl�g-019 GLAZING DETAIL 3 FLUSH GLAZE DETAIL GLAZING DETAIL d—'21,lUPLock RsdImLt. GL n324 6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.I-O.WIDTH 6 237/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS 621/2"MAX.D.L.O.HEIGHT 781/2"MAIL D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-GS PSF ONLY aro sxau RDr•uvaoalaD�wrote eA vA9r VADgDe N%A noN% OFewDnxi OROP3,e9t. u9eaA9wxs,ADDRIONS,xww W imRc.oa Doan wA9nrres ro tFu Dacuaexr Au ro3 xewrrtD AwD ►�.; TT � iBVE¢PY.tlf W.�SA •• ••• • • • • • •• •' " • • • Ei!&I Gl� 02.05.14F � L1 •• ••• V&VEEV ASS•DECpRAZ*,EXTERNAL WROUGHT IRON DWG.gY: CHK. Y: AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN G I /'f j HK.BY: ABOVE. Y e m mss SCALE: NTS . •. •.•• . . .••• . . 00. DwG.a:A010872A • • • • • • • • • SHEET: OFS •• • • •• • • •• • • ... . .. . .. . • • • • • • • • • • PREPARED BY: 2X WOOD BUCK Q w BUILDING DROPS, INC. MIN. —�^„xi OANN BFA[H,R31WG EDGE DIST. w � WOOD ANCHOR SEE TABLE SHEET w SEE TABLE ON SHEET 2 ;.,.kvuatr�ya.�.wn SIUCONE z :::J:�:�J/-2X WOOD BUCK o m CL 0 w c f SHIM AC 2X WOOD BUCK O¢ I WOOD ANCHOR O h x SEE TABLE ON SHEET 2 MIN.EMBED. G m SEE TABLE SHEET 2 IN,a N 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL Z g OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED y 3 ENDURA ZAIL4565F 0 SILICONE a, ai SILICONE SIUCONE REMARKS BY DATE ZX WOOD BUCK Ent:— 2X WOOD BUCK kdd ADA sRI MP Lack RedWS It GL /23/14 ZX WOOD BUCK wm suu wm m uvxmu®w wxax ox vart wnaurwurtvx mxsvxra awowa Paoox ac 4 OPERABLE SILL 6 OPERABLE SILL OPERABLE SILL 7 OUTSWING-NOANCHOR REQUIRED INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NOANCHOR REQUIRED `, `1L�LF11/ AFCO J-2297 AFCO A-276/11-2000 AFCO H-497 �� i �tvQ'. •�,Pp SILICONE SILICONE SILICONE vax aoTNf/. ��lltt�ns�e 2X WOOD BUCK •• ••• 9--- - •• 2X WOOD BUCK 2X WOOD BUCK • • • • •• • DATE: 02.05.14 • • • • • • • .. ... .. . . . .. g OPERABLE SILL g OPERABLE SILL 1 OPERABLE ADA SILL DWG. Y: CHK. Y: GL JM I SS MSS 7 OUTSWING-NO ANCHOR REQUIRED7 WICH OUTSNG-NO ANOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 • ENoOM ZOBL4SB6F a ENDURA HCIS000 DwG.a:A010872A • • • • • • • • • SHEET: OF9 •• • • •• • • •• • • iQ OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW •• • ••• ••• ••• ••• SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PREPARED BY: A �. MIN. N 1X WOOD BUCK BUILDING DROPS,INC. EDGE DIST. (OPTIONAL) SILICONE Ssx[.�wA srxr,�vP.siE ssa SEE TABLE SHEET 2 i e PN:15541;9se4is z o'^ Fax:(VAI a4M CONCRETE ANCHOR vha:..+.nw&a — SEE TABLE ON SHEET 2 W CONCRETE/ MASONRY z a % - CONCRETE/ j F p BY OTHERS N N e"•• p MASONRY U.O W w c BY OTHERS R>O a IXWOODBUCK (OPTIONAL) I I 0.25" 10 'e• SHIM gU x CONCRETE ANCHOR CONCRETE/MASONRY BY OTHERS- y Q SEE TABLE ON SHEET 2 O w MIN.EMBED. SEE TABLE SHEET 2 2 U o HEAD (TYPICAL) 2 JAMB (TYPICAL) r3 OPERABLE SILL u WWW y Z a 8 OLTTSWINGSHOWN-INSWING SIMILAR 8 OUTSWINGSHOWN-INSWINGSIMILAR $ INSWING-NO ANCHOR REQUIRED O ENDURAZAIL4565F U SILICONE I n F' F SILICONE SILICONE REMARKS BY DATE ADA$IU,MP Lock,Rodl-Lt GL /2311, .Q p p .Q ° p .Q p p p Q O CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS SYOTHERS ,� •u�oouannewver wnxour wwnex mxs[xr as qualm oaon,we uiuwmrt.umnmxs,ww¢mimxs,oR omu mnnmrGs ro nas oocvwexr arc xm venwrno am av 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL 8 OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED ES F. ZZZi� AFCO J-2297 AFCO A-276/P-2600 AFCO H-497 ��`lvQ•�,.• ��' c SILICONE SILICONE SILICONE i�'�T� ,� ••\��`�� p7!7 ° ° - CONCRETE/CONCREliE/ MASONRY ° ' p °' CONCRETE/ R9E .�74t .x9ne MASONFW MASONRY BY OTHERS* •• • • • • ••• • BY OTHERS BY OTHERS DATE: 02.05.14 g OPERABLE SILL ••• ••M: •.OPERABL•E SILL OPERABLE SILL DWG. V: CHK Y: OUTSWING-NOANCHOR REQUIRED8 OUTSWING-NOANCHOR REQUIRED $ UTSWING/INSWING-NO ANCHOR REQUIRED GL/TJM SS MSS AFCOA-117 ENDURAZOBL456SF ENDURAHCI5000ADA SCALE: NTS • ••• ••• DWG-n:A010872A • • • • • • • • OPTIONALLY,ANCHOR •CAN BE PLACED IN NARROW •• • • •• • • •• • • SHEET: OF9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM • •• • • • • • • n EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ••• • •• • •• • Vx ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK Q -' ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 FINGER-JOINTED PINE O BUILDING OR M.MssaC. SOLID PINE M 1 FRAME HEAD/JAMBS ® °A^u^�^°i•et�0°° LAMINATED VENEER PR;rysol3asaaia LUMBER O vax:lssa)�aa.ane wra:wr«.wiw�droPs. COMPOSITE 2 (NOT USED) B 3 (NOT USED) - LLI Q $ OC m ga 4 ENDURA ZAIL4S65F THRESHOLD - p z C1 r O"' 5 AFCO J-2297 THRESHOLD - O W Q d 6 AFCO A-276/P-2000 THRESHOLD - o; U_ O7 AFCO H-497 THRESHOLD O O®O• 8 AFCO A-117 THRESHOLD - 0 Q Q 9 ENDURA 208L4565F THRESHOLD - O 00 ^^ HANDLE / emmo, O o •`�° ® W� � Z HEIGHT o10 ENDURA HC15000 ADA THRESHOLD z O 11 WEATHERSTRIP URETHANE FOAM& O POLYETHYLENE Z O Qc ZNON-COMPRESSION SHIM(0.25"MAX. HK.) COMPOSITE HA0 12 0 F Wt NDLE 13 (NOT USED) HEIGHT �3 14 (NOT USED) - c y O 15 #10 WOOD INSTALLATION SCREW W/11/2-MIN.EMBEDMENT STEEL • • ~ U 0 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL O o � U • ° REMARKS BY DATE 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL ADA sill,MP Lock,Radius U. GL /23/14 18 KWIKSET LOCK SERIES 400 STEEL ® `� o 19 KW IKSET DEAOBOLT SERIES 780 STEEL p� O Lo ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT "'mNOT�°F°ROD�fD1NNi10AE°R°ART 20 ROCKWELL MULTI-POINT TONGUE LATCH#732287808.0 UNIT STEEL uruAam nw Mwoacxiw�.oaonxon Bry 0.63" raimx�smimsoocu�arrtaxrrorveaamnarm 21 HOPPE MUU-POINT HARDWARE HLS9000 STEEL am 22 ODL LITE KIT(LMI) 6063-T6 ALUMINUM F 23 FLUSH GLAZING LEG FIBERGLASS � Q- ......•• 24 ODL UPUTE KIT(RADIUS UTES) PC ABS 25 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL O ®� 7 1 26 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL '79" -�L 1.65•Jam- OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO J-2297 O AFCO A-276/P-2000 25 HEAD SHOOT BOLT PLATE(LH) VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLD THRESHOLD tlp T-T • .. DATE: 02.05.14 -- ..-I .. . . 1-- -I f . • . . . . 1.75• 4.563' 4.56• ••• •• • • • �6Z• 4.ST DWG. Y: CHK. Y: OAFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HC15000 ADA O HEAD SHOOT BOLT PLATE(RH) GL JM SS MSS 7 8 9 THRESHOLD 10 THRESHOLD 26 SCALE: NTS • ••• • • DWG.#:A010872A • • • s f • pf • SHEET: OF9 • I •f • • 5.00" ✓ I 4.58'-•-.0-� • •• •• • 1.75" 4.62•^'I 4,56, o ••• • • • • •f• • • • • • • • • • • • • • f• •• • • • •f •• MIA As WADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION 08 DE®NT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S90 26 Street,Room BOARD AND CODE ADMINISTRATION DIVISION T(786)315.mia F(786)315-2559999 NOTICE OF ACCEPTANCE (NOA) www miamidadeeov/economy. CGI Windows&Doors,Inc. 10100 NW 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 Control Section(hi 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 assurgnce purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Clipped"Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled Series "Mullion ElevationsWd6Details", « ,� reared b df�•�• sheets 01 through 05 of 05, dated 11/25/95, with the latest revision E dated�?�f21�11, p gg y Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. $..ppgring th%Miz4ni-Dg4q,•.• County Product Control Section Renewal stamp with the Notice of Acceptance m4bear and Expiration 4te• by the Miami-Dade County Product Control Section. *sees* :00 164, ' 4444 . 4444. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 6*0 0 .. •• • LABELING: Each unit shall bear a permanent label with the manufacturer's.lWt or 18ga'city, st$v.... model/series, and following statement: "Miami-Dade County Product Control jppr fed",unless otherwise. . 6 4606.0 noted herein. •6.6 6 REVISION of this NOA shall be considered after a renewal application has been Filed and there has blea 6 0 no change in the applicable building code negatively affecting the performance of this produoti 6 •; 6 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is , displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0221.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.12-1220.15 h11AMFDADE COUNTY 1 Expiration Date: March 28,2018 Approval Date: February28,2013 , ne I�j Pagel 2 CGI Windows & Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0331.07) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05,dated 11/25/95,with the latest revision"E"dated 12/21/11,prepared by Al—Farooq Corporation,signed,sealed and dated 12/10/12 by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 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 marked—up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8"aluminum tube mullion,prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for specimen no.'s 1 and 2, signed and sealed by Vinu J.Abraham,P. E. (Submitted under previous NOA No. 08-0331.07) 2. Test reports on: 1) Uniform Static Air Pressure Test,Loadjng ppr SFB+:;1202 94 along with marked—up drawings and installation diagram•Q f Tlled wiWpVs mulled.•• using a 1"x 2"x 1/8" aluminum tube mullion, prepared b36 i4wdcane T*"eringJ&:- Testing, Inc., Test Report No. HETI-96-525, dated 02/12/94,-Signed and sealed�&•; Hector M. Medina,P.E. 600900 •' ' • .... . .. ..... (Submitted under previous NOA No. 95-0929.39) •.;.•• 3. Test reports on: 1)Large Missile Impact Test,Loading per SMC,'PA 2'r V94 @fee** along with marked up drawings and installation dipgrVq of an- aluminum; fixed window, prepared by Hurricane Test Laborato*, Ind. Telt.AWort 148?** HTL-00804303-96,dated 03/06/96,signed and sealed by:j jrWo$hy S..°M j;jWl,Ab.- (Submitted £.•(Submitted under previous NOA No. 95-0929.39) • .. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 02/10/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 12-0221.10) D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER . Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12-1220.15 Expiration Date: March 28,2018 Approval Date: February 28,2013 E-1 CGI Windows &Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 12/07/12,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2,issued by Hurricane Test Laboratory,Inc., dated 03/26/08, signed and sealed by Vinu J.Abraham,P. E. (Submitted under previous NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall,P. E. (Submitted under previous NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina,P. E. (Submitted under previous NOA No. 95-0929.39) G. OTHERS • so 0 1. Notice of Acceptance No. 12-0221.10, issued to CGI WiRdavws & Doors:for theia:- Series "Clipped Aluminum Tube Mullion - L.M.I.", approved on 05/10/12 WA•; expiring on 03/28/13. •••` •• • •• •• •• • •••••• • • • • • •••••• Y • • 00 0 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12-1220.15 Expiration Date: March 28,2018 Approval Date: February 28,2013 E-2 g .125 • r 2.000 0 _ F ' TYPICAL 4.000 E GLAZING PRODUCT O p r� Imo-2 .000—�7 - d �i 1.000 p a CLIP ANGLE 6063-T5 C 0 Q O .715 I Q;�m0 6A00 2.000 3.000 .000 Q w a� L875 .125 ae��lll O MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTI a SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6063-T6 MIN. 0 o Q O Ci GG F o e 0 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. Q N M m AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. w 3 Z Z Z'_ n O 0= O ® RECTANGULAR ALUMINUM TUBE MULLIONS o USING MULLION PROPERTIES ONLY o 0 o NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY U HURRICANE ZONE(HVHZ). C MULLION CLIP FOR 1 BY TUBES ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE a CGI-383 APPLICABLE BUILDING CODE REOUIREMENTS I.E: WIND LOAD, WATER a R 6063B INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. R5 r Fo (ALT.TO 2 PIECE CUP) WOOD BUCKSBY��H�, MUST BE ANCHORED PROPERLY TO TRANSFER N S 8 ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.EMBEDMENT m 1.700 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). INSTRUCTIONS: ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS m o o ARE NOT PART OF THIS APPROVAL. o a m ti USE CHARTS AND FOLLOWS. g •• +• a • • •• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS M1T0 W000 ONLY. •m o m v o w • • � • • MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS,THAT 2.000 STEP 1 DETERMINED GN LOAD UI Fp 7• • • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE .125 FOR ARTICU OPENING.• • • • • ••• • REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. STEP 2 USE DADE COUNTY APPR01C0•LAZING•ROL•1CTi M6CTING • m o ABOVE LOAD"UIREkjV" •• • • • •• Engp:JAVAD AHMAD o STEP 3 AUSE PPROVAL.CONNECTION TO MULLION AS PER PRODUCT CIVIL FLA PE 70592 \ 3J USING GRAPHS ON SHEET 2 SELECT MULUQN SIZE WITH pR0m=Fmqmm CAA 4.000 _STEP 4 DESIGN RA M OE51 CIFlED a T1�?�_9t�►it'A" Gil�p� • • ag�Nr�s 11��±± MULLION CLIP FOR 28Y TUBS N STEP 9Y'° • • • • • • • • l2+ )its drawing USING AN•HOR TYPE•ON SHE8i5#ffi S,MND ANCH•R ORAPRS • A STEP 5 ON SHEET 81 EELECO ANCHOR TYME•WITI•DESIGN•RATIN•• • • CGI-395 MORE THAN TOE DESIGN LOADS SPBEIFIIO IMSTEP 1 ABOM• • - 6063-T6 " � M 95-13A ••• • •• •• • T>•y EC1® 2012 (ALT. TO 2 PIECE CUP) sheat 1 of $ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m MULLION LOAD CHART m MULLION LOAD CHART MULLION LOAD CHART V _ M 1'r2'rl/8' ALUM. TUBE 1;3x1/8 ALUM. TUBE lrbrl/B ALUM. TUBE NO STEEL CG2tX2 NO STEEL CGIIX3 NO STEEL CGI1%4RT ICAL 41, N MUWON Z i GLAZING GLAZING m m m PRODUCT PRODUCT g N mm 38- /8- m m � .IL W2 4 WJ 14-- 2 _ Q' �W l9 q ARCHES TO BE INSCRIBED <O m m pqg•m WSLDE RECTANGULAR SHAPE G 0 u Fi0Po20NTAL MULLION Z tlj�CJ mm mm 0 mm I O GLAZING m m 74- /4' PRODUCT O 3 O B yq� - /B• t0 N ® m J M ut Io 6' � ril I_ RCGLAZING4- 4- POUT PRODUCT _I p MULLION SPAN Zk n D ✓1 0: 20 25 30 35 40 45 50 55 60 b5 70 75 80 85 20 25 30 35 40 45 50 65 60 65 70 7S 80 SS 20 25 30 35 40 45 50 55 b0 65 70 75 80 85 eZ{N N o TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES Q ��e m MULLION LOAD CHART m MULLION LOAD CHART paM 2.4.1/8 ALUM. TUBE .m. 2..6.1/8 ALUM. TUBE TYPICAL MULLION ARRANGEMENTS O 3 NO STEEL CG 11 - 8' 1\1 Z Z Z l+. NO STEEL CGI2%6 O p m 56 N74- /4- WIDTH (W) = WJ 2 W2 = O N (J^ O m m m mm 84 MU.L SAN 63 0 gx yu$guA�� P 6P C D tS � q sm am M 9b- NOTE• C CI f 7s 1/4 am MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o n 0\4 •• • • VERTICALLY OR HORIZONTALLY. 0 8 m • • • . (INTERPOLATION BETWEEN WIDTHS ALLOWED) o � %Goes Erg;.JAVAD AHMADCMI.Ba 6uiLG+�LL:--: 12� am+ FLA.PE$70592120 ACZeF:±.l:e P`a ZO'tlCAN.3SJ8'� . . E.i u O• • •• • ProdnclComro! rowing no. 132 *Jjm • • • • .420 TRIBUTARY40 4S SWIOTN bINCHE570 75 60 55 20 • •RLBUTARY�WIr. 3OTH - SNCFtE5MULLIONSM95-13A 2S 30 35DEC 1 _ sheet 2 of 5 . . . . . • . . . . . .. .. . • • .• .. ... . . . .•. . . ANCHOR LOAD CHART m ANCHOR LOAD CHART ^' ANCHORS TYPE A -+ ANCHORS TYPE B ANC A 3 L SP ANC 8 a o m m f W j m 8-3 8` a a m ID O t v aP 0-S8` Oaa m m p 0m am ^ O�4}� Z z 6 QuZ�g� m N® N r ANCHORS TYPE HORIZONTAL MULLION 2 Iq0 4 C3 W A,&C OR D A.B.C OR 0 ARCHES TO BE INSCRIBED 'J F: W m L SP O INSIDE RECTANGULAR SHAPE Q WO q- ¢ ��CLAZING m m VERTICAL PRODUCT 3 m - to MULUON M, 1 6- GLAZING GLAZING \ANCHOR a e PRODUCT PRODUCT A4.�1 � N m O jr to GLAZING GLAZING ZZ v PRODUCT PRODUCT A.BH C ORRDD ¢ Q,�j 8 20 25 30 35 40 45 50 SS 60 65 70 75 80 85 20 25 30 35 40 45 SO 55 60 65 70 75 80 85 `\ c�uj TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES `a g c pR p Of wl C _ MULLION SPAN I < N M pN M ANCHOR LOAD CHART m ANCHOR LOAD CHART 3 N m ANCHORS TYPE D Z Z z_jm B-5 a ANC 0 0 TYPICAL MULLION ARRANGEMENTS o s m 6 m 4-1 WIDTH (W) = wt +w2 2 m to m N m y 4- o b` a m NN ' 1 L SP N ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER J1 LOCATIONS AT HEAD. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. DB Hm e- a (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) H m a 2 wr 4 o m o m o � 3 - m • • • •• ,�O 3 n NN 6 • • 0 N m • • aIR MOMMMLIM Engr y MAD as mr*lyfv3 Ma mpL� 73 my V Bvt,> NO �.�CJ Rc�3S]e70582 ANCHORS TYPE C • • • • • IIT Lmj ANC c � • • • Y O • • • Miwni Lade LCa , _ drOwmg no. 2H Z5 30 3TRIBUTARYSWIDTH o ss fi0INCHES O 75 80 85 230:"TRTBUT�1j1•SAg b IN Ff1 x:•80 85 ?�� M95-13A !!J ANCI�ORS Fc�� -- sheat 3 cf 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORS TYPE 'A' ANCHORS TYPE 'BANCHORS TYPE 'C' ,h e.J/4.0 ULTRACON TD ACCOMODATE 1/ANGLE '4*1/4 0 ULTRACON CLIP ANGLE TO MASONRY 'L 2 2X2x 1/8- . i zx2x 1/e- 2/ANGLE 2xzx 1/8• ALUM ANGLE ALUM ANGLE ° ALUM ANGLE a FI 14 S.M.S. 2/ANGLE 8 2/ANGLE 8 3/ANGLE O 1/4-0 ULTRACON Q -0 __ __ 1-3/8-MIN. EMBED (� ° a - 2/ANGLE O a ; MULLION MuwoN � MULLION a —- ° °CONCRETE OR a W'�•�E MASONRY BLOCKS O IDY OR 29Y 1BY OR 26Y N w MULLION w00D BdIACK MUwON WOOD BUCK m /8" 2 X 2 X 1/8- MULLION 2 ALUMANGLEa '� ALUM AN ALUM ANGLE 3-5/8-LONG p 2-5/8"TANG 2-5/8-LONG ° zd .° f44 N $(DW JZ Z Z 1a.it 0 I 3 23 , s v2� 1.500 e MAX. d MAX. 0 0 I I - MULUGN I q I 2%2X 1/8- ALUM ANGLE ' I 8 14 S.M.S. G m n 1 t ___-_______� I 2/ANGLE .y a �y N 1.500 I •• ••• • • • • • •• 8 I MIN. I • • • • t./4i DNS Lr TppCON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) WOOD BUCKS NOT BY C.G.I. I 1 ' NOTCH ANGLES TO• • •• • • • • • O MISS MARBLE SILL • •• • • IWT0.28if•YID00 SUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED. OR TRIM ••• ••: ••i P 08"sMl PaEtRATION INTO WOOD mOmcrWED W ; THRU IBY BUCKS INTO CONC. OR MASONRY- dmF7o/dda - CIVIL PE Yy Tose2 __ de ° fo 1-3/8" MIN. EMBED INTO CONC. Aaxptarxadft •"{ /8 CAN. 3x38 \ 2•MIµ° - d ° • ••• • 1,i-J44' MIN.•CMBED•INTO MASONRY ' e a ° ° • • i i • TIM&L E* a1STENC�. d •• • • •• drawing no. PRECAST CONC. e 8 IJT0 CACRE"-AID I&SONRY = 2-1/2" MIN. SILL ° 1/4•DIA. ULTRACON • •• • • 1-3/8•MIN. EMBED 000 • •• ITP WOOD q yXIC Q 1" MIN. M95-13A 1/ANGLE INTO METAL STRUCTURE = 1/2" MIN. DEC ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORS TYPE 'D' i TUBE MULLION Z z 1X2, 1X3. 1X4 Q F • 0 O CZE � g o TRIM WOOD BUCKS Q TO INSTALL ANCHORS a ^. ACCESS HOLE 1 012 X 1/2"S.M.S. l4 I ` V SEE CHART FOR QUANTITIES TUBE MULLION it Cdaa : � ------------ ------ -----ACHNCHOR O ART SCREWS fr Iq Y, _ Fj,�1yj L4"X 1 3/4• TYPE B TPE C 4 Z -------------- ------------- f r-- —1 ALUM PLATE 1/8-THK. (6083-TB) I I I N THIS SCREW CAN I I #12 X 3/4 FH SMS INSTALLED IN EITHER I I 1 PER CLIP AT 1X2& 1X3 MULLION I DIRECTION �p r�• I i 2 PER CLIP AT LARGER MULLIONS M V1�b a ALUM CHANNEL i 0 3/4 X 1-3/4 X 3/4 X 1/8- I I Q LENGTH TO CLOSE FIT INSIDE TUBE I I MULLION ZZ 1/8'THICK ALUM CHANNEL I I 1BY OR 23Y TUBES Q o LENGTH TO FIT SNUG I I y n Lu INTO MULLION I Z Iw.-. I 1 O Y,I V7 tl o I Q n m y S/1 N M P"x ! ANCHORS DETAIL #1 z z Z L m METAL TO METAL CONNECTION 3 C9= 3 9- 'S.M.S. (2) CONNECT PLATE TO CHANNEL f§� Cg 0 MULLION - I I 1 I I ALUM LUMa PLATEMIN. H i e< • •••• ••• • • .0. •• • • •• • • ••• Qn •••.•••.••.• t l2-Flmidd MOW ZDp)$ Engr.JAVVAD•• ••• •• • FLAPE 782 ==W.1113 CAN. PREE2'MIN. P . LTRCN • NEMBED • • • • • • • 2PER PI . •SILL ••• ••• ••• ••• ••• 15 IU • .•. • • �nM'viJam7B v•rC90w50i n-g'3o�3331, n3w�o A. pgyNmi Prod°G C°n0° DEC 10 ?�! sheet 5 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIIAMI-dAI3E i1•IIAMI-DADE COUNTY e 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 miamldadexoy/economy CGI WINDOWS AND DOORS,INC. 10100 NW 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(AHS). 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 maturer, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 150"Aluminum Sliding Glass Door wl wo Reinforcements—L.M.I. APPROVAL DOCUMENT: Drawing No.W10-31 Rev K,titled Series"150 Sentinel Aluminum Sliding Glass Door",sheets 1 through 16 of 16(inclusive sheets 1.1,6.1,6.2,9.1, 11.1, 12.1, 12.2 and 15.1,prepared by Al—Farooq Corporation,dated 05/20/10 and last revised on FEB 25,2015, signed and sealed by Javad Ahmad,P.Bt,-twat ing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance nu i*er jptt�Revisivt�te by •••• • the Miami—Dade County Product Control Section. .•:00 • ...... .. . ...... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0*•;•0 • Limitations: 000000 •• • 1. Pocket wall is not part of this approval and to be reviewed by AHJ. .... .• • .. ..... 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing&sill rise*"i the max allowable ..:..' panels with in the unit frame area,in sheet 7. See anchor clusters DP capacity in sheet—4 mower ca"Imr4ty shall .... • controls for the entire assembly. ''''6' 0 • 3. Max shun not to exceed 1/2"at Head/jambs&%z"at Sill(w/High strength poured&hArdenell groin).;IlP.Sill tribe••• installed w/anchor type B-2, directly into colic. •••••• LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,stateiujn�lsejies and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#13-1121.06 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 14-0627.15 Mi D DE CO NTY _ Expiration Date; September 22,2020 Approval Date; March 05,2015 Pagel 2 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.WIO-31 Rev K,titled Series"150 Sentinel Aluminum Sliding Glass Door",sheets 1 through 16 of 16(inclusive sheets 1.1,6.1,6.2,9.1, 11.1, 12.1, 12.2 and 15.1,prepared by Al— Farooq Corporation,dated 05/20/10 and last revised on FEB 25,2015,signed and sealed and 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 marked-up drawings and installation diagram of 6-panels Alum SGD w/Pockets& OXXX,prepared by Certified Testing Laboratories,Test Report No. CTLA-3011-W&-W-1, dated May 22&23,2014 respectively,both signed and sealed by Ramesh Patel,P.E. (Note this test reports have been revised by an addendum letter dated SEP 24,2014,issued by Certified Testing lab.) •••• 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 0000 80.9:• 2)Uniform Static Air Pressure Test, Loading per F1rC TAS...... 202-'940• .. . ...... 3)Water Resistance Test,per FBC,TAS 202-94 ... .. 4)Large Missile Impact Test per FBC,TAS 201-94..8. .. :.... 5)Cyclic Wind Pressure Loading per FBC,TAS 263.94" 0••0 •.0 0.0•0 6)Forced Entry Test,per FBC 24113.2.1,TAS 2021-141: ...;•. •••'• .. .. . . ...... along with marked-up drawings and installation diagram of Alum SGD,pry pa �d by ulri0. cane test Laboratory,LLC,Test Report No.RTL-0080-1208-090,dated Julyv 0,2Q10,signed�and ; sealed by Vinu J.Abraham,P.E. (submitted under files#12-0119,04/11-1031.05) :0000' along with marked up drawings and installation diagram of Alum. SGD(0)o I6pa,;d by; 0"" Architectural Testing,Inc.,Test Report No.ATI-CO733.03--450-18,dated 08/09/12,ftned and sealed by Vinu J.Abraham,P.E.(submitted under files#13-1121.08/#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by Al Farooq Corporation,dated 06/26/14, 11/18/14 and last revised on FEB 17,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02-04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I.Chanda,P.C. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 B-1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. I1-0624.02 issued to E.I.DuPont DeNemours, Inc.for the "DuPont Sentry Glass®Interlayer",expiring on 01/14/17. 2. Notice of Acceptance No. 1231.08 issued Eastman Chemical Company(MA)former Solutia Lie. for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core", expiring on 12/11/18. 3. Notice of Acceptance No. 12-1213.02 issued Eastman Chemical Company(MA)former Solutia Inc.for"Saflex Clear or colored glass interlayer",expiring on 05/21116. F. STATEMENTS 1. Statement letter dated 06/03/14,compliance to FBC2014 (5th edition)and No financial interest,prepared by Al Farooq Corporation,signed and sealed by 3avad Ahmad,P.E. 2. Addendum letter dated SEP 24,2014,issued by Certified Testing lab,signed and sealed by Ramesh Patel,P. E. 3. Lab Compliance statement,part of above referenced test report. G. OTHER ••••• 1. This NOA revises&renews NOA# 13-1121.06,expiring on Sep.M,2015. 0000 66 2. Test proposals# 13-1098,approved on Oct 02,2013 and revised of V.%4;24,2@11:•; •;• signed by Manuel Perez,P.E.,test proposal# 11-1225 dated DEC 16,.241 1 signed,by Jaime D. Gascon,P.E.Test proposal #09-1073,approved on Nov. 05,4009 arx�E-xiaii test proposal dated 07-19-2010, approved by BCCO. 0000 •• ••••• 4444.. 4444 4,444 .. .. 64 6 4444.. 4444.. 6 . . .4600. 4444.. 4 • • 4666.4 46 6 4 666 • • Ishaq I.Chauda,P.E. Product Control Examiner NOA No.14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 1:-2 �� U M M 1� O t J d a � � a o� c�o d0� aOL Z N J � I n a o� Ow Bxldtr�I is 27�� N AesepYlM ��n$ ialpYrhb,� N 'Zo2U $ 3 N M EdoM K * 30 o=� THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE'IMPACT. O SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 180 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 7 OF 16, USING o MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. {a APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. IN THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• aoe • I8ISTRUCTIGN91 •• �+ HURRICANE ZONE(HVHz). LAMINATED GLASS AND ; 1 B OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY • • ••s :Use CFoRT*s FOLLOWS. LAMINATED INSULATING GLASS �o TO TRANSFER LOADS TO THE STRUCTURE. • '• • • • • "' • LARGE/SMALL MISSILE IMPACT • • • XEFb l•DEWWWE DESIQy WINO I=REQUIREMENT BASED ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS •• •• •• • UN•VGAIIV�UVFliTY, 7NEDND ZONE wo• q EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. sR1 CCAABBLLff � B ANCHORING OR LOADING CONOfRONS NOT SHOWN IN THESE DETAILS ARE ,STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FU.PE/70382 �+ NOT PART OF THIS APPROVAL. GL FOR THE ASS TYPE AND REINFORCING TO USE. CAN.711338 }. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD�pW* ••• •• •USING4PA I�ET 8SELECT ANCHOR OPTINWRH RE THAN DESIGN LOAD SPECIFIED fff�` ZMATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT ••• iN&T • j drovtMg no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • • { -PLEB b�2015 REQUIREMENTS OF THE FLORIDA BLDG.CODE. ••• . • � STLoj�E}1'V7RI�EULGEFROM STEPS z AND a W10-31 1�RY w. sheat T of I6 ••• • • • • ••• • • • • • • • • • • • • r a ' 8• 3• � TYP. pr 2 TRACK �tl HEAD ANCHORS \ 14• Q M MAX. 282 13/16°MAX. }� a DOOR FRAME WIOTHHEAD 0. 14"MAX 0 U 48 1/8• ANCHORS IN PAIRS 2 3 OANCHORS PAIRS HEAD/SILL G1 NOM.PANEL WIDTHAT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 8 AT 3.O.C. o o �` FALSE MUNTIN SEE CHART ON SHEET 8 6.MAX 1 13/18" OPTIONAL yA� p A C _ E Foe CAPACITY V �1 HEM/SILL Mw' t � � CORNERS Z Qq REINFORCING m Id uj AT INTERLOCKS u'2 IF OPTIONAL a 0 M i IH H J SEE SHEET 7 ro to i FOR CAPACITYLi i� II ~� O 12 1/8. % w t� .L.OPti. 42 1/8• 1 42 1/8• 1ce D.L.OPG. D.L.OPG. n 0= o ==,T===;�_= ii -11 ===it gid POCKET JAMB (SEE SHEET 4 & 6 SILL TYPE B2 ANCHORS 48 1/8" 2 TRACK 1 m & DETAIL M ON 2 OR 3 PAIRS 48 1/8' 48 WIDTH JAMB ANCHORS $ SHEET 13) AT STILE ENDS KrO CONC.- ' PAN0.YBDTH AT 3.O.C. SEE CHART ON SHEET 6 FOR CAPACITY SILL ANCHORS ° 14" 3• AA-pb-o`'' -e627•ts m MAX. TYP. E7 wro m V .B�Ig iI•• • • •• • +L 8• 6• 8• 8• 8• •i','Sn• ••• � 8 • ••• 8• BO We � q (1)IV wmm (2)v£TP M" (2)TEFF mus" (2)w£EP CL1RtER (2) (2)KIP CLUSU l (1)wf£P CAMU Er9rs JAVAO AFSVAD FIA. am 70582 $ y TYPICAL ELEVATION CAN, •TESTA NNR • e•• • • • • • • • •e • • • • r FIs1 •• • • •• • • D •p EI DOOR FRAME HEIGHT — 8 11/16` droWing no. • •• • W10-31 •.• • •• D b.WID = NOM. PANEL'MOTH - 6" B 5 2 15 PANEL HEIGHT= DOOR FRAME HEIGHT —i 3/t6• aheet'(,�of16 ••• • • • • ••• • • ur 6. 31—g• 2 TRACK O HFAO ANCHORS 0 a 14" z MAX g 190 9/16'MAX. g DOOR FRAME WIDTH ANCHORS IN PAIRS HEAD ANCHORS 14 MAX. Z P AT HEAD/SRL/JAMBS 2,3 OR 4 PAIRS HEAD/SIL' rAT STILE ENDS SEE SHEET 8 a pe / ASEE3sCHART ON SHEET 8 mm. 1 13/16" v O M FALSE MUNTIN Al C1 / FOR CAPACITY MIN. C Ca! OPTIONAL ---CC4 o pp REINFORCING J = ===lF AOPTIONALLLOCKS Q b g G 1 i y H J 1 FSEE OR SHEETCAPAC77 :1O 1 TY 42 1/8' 42 1/8- 16 g M tc a. _ I�1I"" .I1It _ D.L.OPG. D.L. OPG. 75 W 6 \O '_ 1II I1I o d o T0w ro N id II 11 O M ii dl J �� z o3 30_ ewe. htft" v� xsrtrtb.ara � Zi 4z SILL TYPE 82 ANCHORS 4g 1/g• 1 1 a 2 OR 3 PAIRS 48 1/8" 2 TRACKS ■ItCaH�q AT STILE ENDS PANEL WIDTH JAMB ANCHORS %n u I AT 3"O.C. PANEL WIDTH SEE CHART ON SHEET 8 FOR CAPACITY o 2 TRACK 8 3" . SILL ANCHORS rf � MAX. TYP. "- ee D.L OPENING "D.LO HEIGHT- DOOR FRAME HEIGHT- 9 11/16" °c_-D.LO.M4DTH = NOM. PANEL WIDTH - 6" PANEL HEIGHT= DOOR FRAME HEIGHT-1 3/16"•• • 8 •• • 4 o)Nu W= G116P WJ= DI ttfi�OI14RR 81»gISRR 91•a mmw Engr: Cr4LMUM b 1 PE 70594 � n s (7ESrED t1NTf) • 000 • ••• • • TYPICAL ELEVA'�OI� • • • • • • • • t • • • • • • • • � Browing no. REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. •• • 00 • �Jj 15 W10-31 sheet $ oft;l3 • • • • • • • • • • • •• •• • • • •• •• FRAME WIDTH t' u v - DOOR FRAME W. PANEL WIDTH NON-RENF.INTERLOCKS �I M SEE CHART ON I SHEET 7 c J H L 0� 1 7d O H $ I g l o XXX cam) © O O © tj= " OXX EXTERIOR c g�g� XXX(REVERSE) 0 Q DOOR FRAME WIDTH FRAME WIDTH o NON-REI F1 ON SEE i1 SHEET 7 H His XXXXXX(SHOWN) Q 0 o J1 0 0 Q 06 a OXXXXO EXTERIOR NOM.PANEL WIDTH 00 W DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH c M O H J H d 03M $ K U a O XXXXXX(SHOWN) © HU 0 JO UH HO KlJ NON-RENF.INTERBACKS EXTERIOR SEE CHART ON �£I SHEET 7 DOOR FRAME WIDTH FRAME WIDTH OR 1515 PANEL WIDTH u W H H •• •• a .MI 2S N • • • • • XXXXXO(SHOWN) © HU • • • • • •4 • HO HO QN c OXXXXO NON-�ryF.INTERLOCKS 990 •• • • • 'i• EXTERIOR SEE CHART ON �k&VOEO �N4.tAD SHEET 7 E 1 •Me14i+QwlqlgrcitoHBs 878892 CAN. Iv,Zl_64Z�L t4b�E! • •��''''"" APPROVED CONFIGURATIONS 1.CONF1GUR MOWS tHOIN FOR ILLUSTRATION PURPOSES ONLY. ii o NON—POCKETED DOORS (NON-RETNFCRCEO SHOWN) I+- 4 FQR J�PUtLE POt:REINFORCEO OR REINFORCED DESIGN PRESSURES SEE SHEET 7. Jt ` t droving no. SEE SHEET J FOR Op AND REINFORCING OPTIONS '�n 3.'FOR ANCWgW DErNkS SEE SHEETS S THRU 13. W10-31 THREE (3) TRACKS 4. WOR SHALL MEET EGRESS REQUIREMENTS AS APPLMBLE PER FBC. EB 2015 shoat 3 of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAU£WIDTH 4 r► w DOOR FRAME W. ANEL WIDTH SEE C EHIXF ON INTERLOCKS M M ART SHEET 7 'Y 0 K g M I Igo ---- ® EXI ERIOR Q © 0 XXXP SH VM) DOOR FRAME WIDTH 0 Q 0.Qp DOOR FRAME WIDTH , ANEL WIDTH NEON CtNRT.OWTERLOCKS 4 ---i t-- J 9ZZ 13�f W ei I I 1 1 L---- PXXXXXXP(SHOWN) EXTERIOR O O O O 5 O DDDR FRAME WIDTH O DOOR FRAME WIDTH NON-REINF.INTERLOCKS SEE CHART ON Nti) SHEET 7N o � n ~x t H J H I 03M 2 fY = Z Z12 WIo 8 1 M K j 23 V�C F PXXXXXX(SHOWN) ® O O EXTERIOR O O PANEL WIDTH O XXXXXXP POCKET CAVITY NOT BY CM NOT PART OF THIS NOA DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REINF.INTERLOCKSSEE o SHEET 77 S r-- r-- � 1 i Ipv°'C H H I i cedes n � 10. Ie. • • • 'm a�� I 1 . g 1 M N i • • • • • � o o�o C 1 I • • • • �cs_-sx L---- ® •n�% • • • R • • • eWTERIORPXXXXXO(SHom) O O ON WIDTH o OXXXXXP W&bVCrk9VtWD �� FIA PE 70592 wee�lying wld�dA tTorido a ' APPROVED CONFIGURATIONS � C,A,N, �. POCKETF_O DOORS (NON-REINFORCED SHOWN) Pt• 2 .� � .• • • SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS • • • • • • • 1. �ONFIGURAKIONB 4OV& FOR ILLUSTRATION PURPOSES ONLY. / THREE (3) TRACKS 2.*FOR AaPLICOW ION.*kEINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. �11 drawing no. PocK£rs ARE NOT PARI of THIS APPROVAL ••• • •• 3. POR ANCHM DETAIL6 SEE SHEETS 8 THRU 13. 2 e2p{5 W 10-31 AND TO B£REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FDC. sheet 4 of18 • • • • • • • • • • • •• •• • • • •e •e ••• • • • ••• • • U DOOR FRAME W MAX.FRAME WIDTH � REINF.INTERLOCKS SEE CHART ON �V SHEET 7 XO(SHOWN) O NOM.PANEL WIDTH ct n OX OpR! I MAX.FRAME WI a0 REINF.INTERLOCKS 8 SH SEE CHART ON 3 t LL J� g ONI 0 EXTERIOR XX O PANEL WIDTH Lt yy�� g8 X 3/4"SMS Q DOOR FRAME WIDTH AT 24'O.C. MAX,FRAME WIDTH rrp9 all/ 8W t Cm Kt EXTERIOR Q z QN Jt EXTERIOR t Q NOM.PANEL WIDTH Q t�o OXO(SHOWN) o OXO(REVERSE) DOOR FRA/JE WIDTH MAX.FRAME WIOTFt REINF.INTERLOCKS SEE CHART ON q q H & 7 t FRtlOUCf kKVthED °ud B 8 6 J1 ��B*Hbl6eptotld� t O O EXTERIOR O O de e a a o Gl H Jt H NOM.PANEL WIDTH Gi rudwl Cou+W o•^^.^^ Ox X0 •• ••• • • • • • • • o$? XXXX(SWAR) • • • • • • • • • c _ x • •• • • • • ••• • APPROVED CONFIGURATIONS •• ••• •• • • • •• NON—POCKETED DOORS (NON-REINFORCED SHOWN) CML "AHMAD TG SEE SHEET 7 FOR Op AND REWFORCING OPTIONS F PE/70592CAN.wu t TFTO (2) TRACKS • 1. OONFIGURWONS ZHO& FOR ILLUSTRATION PURPOSES ONLY. •: :• • •: 2:IT APUd*10H:REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. ••• •• 3.TOR ANCMR DETAINS SEE SHEETS 8 THRU 13. F- '5i 2015 W9 0-31 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. sheet 5 of�g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR POCKET CAVITY NOT BY COI NOTE: �� v ' FRAME NOT PART OF THIS NOA c WIDTH DOOR FRAME WIDTH 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. r----�� 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. 0 w 1 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ' F � 1 a 1 M 1 a 1 1 L-- `---- O EXTERIOR v h PX(SHOWN) rl ODOR FRAME WIDTH D XP ryz NDN-REINF.INTERLOCKS V a Q Q FRAME W SEE CHART ON ®di __ SHEET 7 �y 3 z 1�tl�lj.$5;dd , 'a ; a � � w ` --- L-- O EXTERIOR O Lt m PXX(SHOWN) n XXP n DOOR FRAME W. DOOR FRAME WIDTH 0 I$-, 1----��---- Q �F W ICi U JI WI (not.. . oN 1 E3 3 pO 1 1( M I 1 1---- ----� ® EXTERIOR JT ® $o PxxP ODOR FRAME WIDTH U m DOOR FRAME WIDTH NON-REINF.INTERLOCKS SEE CHART ON r-_ ---� SHEET 7 1 1 1 1 5x�i I�Zj i Qw ��dp9eFtoWro SubtgCode bgg p SF& Q� iawl� Si iY a� Asa .a 111441 �0627•!f c p{g g 1 � M 1 L__ __J �.IIpII►ttoll{TAIY EXTERIOR O dO HU ® �YaliDads rodoet a M$�M PxxxXP DOOR FRAME WIDTH DOOR FRAME WIDTH NO-moi INTERLOCKS o•a a a m r-__ HT1.• • • • • • •• °'ao ON • c ri ii X € En9n JAmNttdAD 52 I M 1 FIA PE 1 7aS82 1 g I L__ CAN.J538 PXXXX(SHOWN) • • • • • • • • /i;� PXXXO APPROVED CONFIGURATIONS •• • • •• • • •• • • ! ; drawingno. .• • • . • W10-31 XXXXP .POCKETED DOORS (M-REWF FEBOXXXP SEE SHEET 77FFOR DP AND REINFORCDIC OPTIONS • •• • POCKETS ARE NOT PART OF THIS APPROVAL FE ' 2015 TATO (2) TRACTS AND TO BE REVIEVIEO BY AHJ. sheet 6 of 18 DOOR FRAME WIDTH I FRAME WIDTH �I� •• r NON.PANEL WIDTH NON—REWF.INTERLOCKS E� SEE CHART ON SHEET 7 o QH Z g s — �o � XXXX(SHOWN) i OXXX xxxo XXXX(REVERSE) © O EXTERIOR Q Q Q d O DOOR FRAME WIDTH FRAME WIOTH G Q NON—REINF.INTERLOCKS ()y 6 S CHART ON {{to H H JI H H 1 O l+j s. $ 0 M XXXXXXXX(SHOWN) y1 N OXXXXXXO Q O O HU EXTERIOR J1 @J O NNOM.PANEL WIDTH ' O w DOOR FRAME WIDTH FRAME WIDTH N NOM.AAN0.VAOTH SEE CHART INTERLOCKS SHEET 7 NNP *RAI Z u+M m XXXXXXXX(SHOWN) / t OXXXXXXO ® O O 0 JQ HJ EXTERIOR gRg 3 DOOR FRAME WIDTH NOM.PAN0.WIDTH =t o 119 H J H A tt T W H H H H ��t'd8g o. rEu• • •• • XXXXXXXO(SHOWN) OXXXXXXO ® (H�• ••: �: ••• : H• ••• Jt� O EXTERIOREr.01AHMAD 0 MallICTRFVWf� i E1 e�xkh Ot Flwoe& F CAN 7 92 $ .� �M!-0�2'71r5 i�OTG • • / z'. ,APPROVEO CONFIGURATION �• 1.•(ANFlGUTkTI�1St HMN FOR ILLUSTRATION PURPOSES ONLY. ! I E.L 1 I 8 L (NON-REINFORCED SHOWN) • R. FOR.IPPU8ZLE.NO**REINFORCED OR REINIFORCEO DESIGN PRESSURES SEE SHEET 7. r/ drowi a SEE SHEET 7 FOR oP AND REINFORCING OPTIONS wt Cos!�1•• IS.?OR AtVQif DEU0 SEE SHEETS 8 THRU 13. W Q--3 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. FEB I�2015 sheat B.1 ot)6 ••• • • • • ••. • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME MOTH DOOR FRAME WIDTH NOMI PANEL WIDTH NON-REINF.INTERLOCKS SEE CHART ON S EET 7 o t* o- 4 PXXX)fsHOWN) L- XXXXP ® + EXTERIOR Q Q O Q Q FRAME WIDTH O ell�� NOM.PANEL VMTH NON-REINF. 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EXT.(+) 8417.(-) 24-1/8 10 - - 60.0 6" 0 3 M 30-1/8 10 60.0 60.0 APPLICABLE FBC EGRESS Z Z ii REQUIREMENTS TO BE 36-1/8 t0 102 - - 80.0 89.0 REVIEM BY AHJ. _O 42-1 10 - - BOA 80.0 !C- 40-1/8 10 60.0 BOA U 54-18 9 - - 53.4 53.4 C� 24-18 10 - - mo60A 30-1/8 10 - - 60.0 604 36-/8 108 t - - 60.0 60.0 �XR1Etldot 42-118 - - SOA 60.0 o 48-1/8 - - 80.0 BOA 53-1/8 9 - - 53.4 -53.4 Dade rode"CBm1aI t O 8 8 8 24-18 10 - - W.0 6" 30-1/8 t0 - - 60.0 60.0 •Y r 2 36-1/8 114 to SOA W.0 at H 42-18 10 60.0 WA W.0 6U NOTE: 24-1/8 to - - W.0 00.0 GLASS CAPACITIES ON THIS SHEET ARE o `^ 30-1/8 to - - ea9 W.o • ••• • • • t• • •• BASED ON ASTM E7300-09 (3 SEC. GUSTS) m S 36-1/8 120 to - - W.0 60.0 • • • • AND FLORIDA BUILDING COMMISSION + • •• • • • DECLARATORY STATEMENT DCA05-DEC-219 42-1/e 10 - - 8Q0 W.0 O • •• • ! •• • 48-18 9 - - BOA 60.0 • • • • • • o ••m ••• •• • •m i• •1 EOgr:JAVtam,1p MiMAD a • t FM IL 1 N M N n FV-PE 70592 $ n N N • • • • • • • : : ;` t,} Browing rro. / SILL RISER CfE�b •E�.1 AR Et!IUII� 4'OR LO • • ABOVE +sD.D � l:o °Y' �'� • Ef3 b2015 W10-31 INTERtioct� It4TeRt4cRs sho6t 7 of 16 W/O REINA. A1TH REINF. O • • • • • • • • • • • •• •• • • • •• •• 3/16-ANN.GLASS 3/16'ANN.GLASS v V .075'Interlayer 075"tnterkyer c Saflex CP With PET Core Saflex CP With PET Core 0'Eastman Chemical Co.' BR'Eastman Chemical Co.' Z J 090"Interlayer 090'Interlayer O Sollex Clear And Color Gloss 3/8'AIR SPACE Saflex Clear And Color Gloss I" 1 O'Eastman Chemical Co.' 'Eastman Chemical Co.' OR OL 090'Irderioyer 3/16-TEMP.GLASS 090"tnterlo)w 8 DuPont SentryGks DuPont SentryGlas By'EI.DuPont Ds Nemours&Co.,Inc.' By'EJ.DuPont Os Nemours&Co.,Ina n 3/16`HEAT STREN'0 CLASS 3/18'HEAT STREN'D GLASS � h SILICONE SILICONE O' GE SCS 1200 GE SCS 1200 p DOW CORNING 899 DOW CORNING 899 m m -+y yyy DOW CORNING 995 z yyy��J DOW CORNING 995 �{W i O SE 1%4 BLOCKS4 POINTS ON LffES O SETTING BLOCKS O ' 7 WIDER THAN 36' ' i EATtu 4 POINTS ALL SIZES PDN (� EPDN DURONETER 8535 m [ti DURONETER 85f5 Q M SWC K uwi GLASS TYPE 'A' GLASS TYPE 'AI' AIR SPACE CONS=NG OF; � '0 w 7/16.OVERALL LAM.GLASS 1.OVERALL INSUL IAN.GLASS ,3/8"SPACER• c 0 .0045-THK. ST. STEEL RECTANGULAR SPACER AROUND , y THE PERIMETER OF THE GLASS. 3/16"HEAT STREN'D GLASS 3/16'HEAT STREN'0 GLASS N Vic"w 075'Interlayer 075'In1w fer 0 (4;;M aL Saflex CP WRh PET Core Saflex CP ith PET Coro By'Eaetmon Chemical Co.' By'Eastman Chemical Co.' OR OR 690'lnterloyer 090"Interlayer O "' Soflox Clear And Color Glass 3/8'AIR SPACE Saflex Clear And Color Gloss C9 p a 'F to Chemical Co.' By'Eastman Chemiool Co. U G: 080"Interlayer 3/16"TEMP.GLASS090'InterlayerO DuPont SenlryClas DuPont Sontry0los By'EI.OuPont Oe Nemours&Co.,Inc., By'E1.DuPont De Nemours&Co.,Ina 3/16"HEAT STIWO GLASS 3/18'HEAT STREMO CLASS gg 1tY,Vf9SD g 6 GE SC5NE 1200 � GESCS£1200 a •b 79e FTe" � DOW CORNING 899 DOW CORNING 899 t271j pS m DOW CORNING 985 ? DOW CORNING 895 ttse � yg C►AlrgDep,�'po m 8$ v t3 t n BLOCKS ' SETLING BLOCKS AT 1/4 AT 1/4 POINTS ON UTISlNLud OAde ad Coq AT 1/4 POINTS ALL SIZESe WIDER THAN 36' rn (Jy EPOM OU�RONETt.R 8535 • ^i O DURONETER 8535 O • • • • •• a l C - Y SOS EW.JAVAP MM GLASS TYPE 'B' GLASS TYPE 'BI' FLA.PE 70591 7/18-OVERALL IAM.CLASS 1'OVERALL INSUL.IAN.GLASS CAN. $ • ••• • ••• • • fes'' GLAZING OPTIONS • • • • • • • • • y � �, drawfn no. •• • •• • .• iE�i b15 W10-31 sheet 7.�of t 6 ••• • • • • ••• • • • • • • • • • • • • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 28Y WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS //pp CONCRETE AT MTG.STILE SEE NOTE SHEET 1 AT MTG.STILE AT MTG.STILE IN CLUSTERS DI CLUSTERS METAL STRUCTURES &IWERLOCK.ENDS &WTERLOCK ENDS AT MTG.STILE o 3 KSI SEE WOOD BUCKS &INTERLOCK ENDS SEE SPEC BELOW EDGE 4 .: SEq TICIiTIMT��.. CONCRETE FOR QUANTITIES SEE NOTE SHEET 1 FOR SEE QUANTITIESART &INTERLOCKSEE CHART Z E00 DIST. '3.5/x'... FOR QUANTITIES Q 5 Via"•• EDGE` °3.5/8b- .C CRETE EDGE 3am P nO OISi W O U z 7YJ ANCHOR TYPE A '1yy ANCHOR TYPE A N m ANCHOR TYPE B v ANCHOR TYPE C °gg° d Q INTO 20Y WOOD BUCKS THRU 1BY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES 8 C <A OR WOOD STRUCTURES INTO 3 KSI CONCRETE OR APPROVED MULLIONS DISIAN LOAD CAPACITY-PSF(ANCHORS) 3' Heap ANCHORS 31,T,A1,ICBOBg WOOD BUCKS AND METAL STRUCTURES NOT BY CGI YNNDOYIS IN5TALLA710N CONDITIONS SHOWN APPLY TO I4L=IA F4(0) "sROt seace HOR saDa LAN(TYPR H MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH sJ 4� stmr/amm�EX8.s AT OAMM a TYPICAL ANCHORS: SEE ELEV.FOR SPACINGTRANSFER THEM TO THE BURRING STRUCTURE. STD.OR ALTERNATE FRAME HEAD AND SILL. a t� KCAL Dm 8 B) 8(10) 4(6) 6(8) 4(e) a(8) r-- - - -AT HEAD- - - - 1 AT J+1M7�9-'PA?a tv5111I NOW EXT.(+)E Xr.(+ EXF.(+) M.(+)EXT.(+) -.(+) TYPE'A'- 1/4 X 3-1/4ULTRACON BY ELCO (Fu-177 KSL FY-155 KSI) TYPE'A'- t/4D A U1 TRA�ro RY ELCO (FU-177 KSI,Fy-155 KSOnu5es ttloals 0-c(- 64r.- 01T.(-) INT'(-) W.(- INr'(-) THRU 1BY BUCKS INTO CONCRETE `I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES24-1/6 - - 80.0 - eoo - 1-1/4'MIN. EMBED INTO CONCRETE 1-1/2"MIN. PENETRATION INTO WOODao-1/s - - 80.0 - eoo -35-t/8 80.0 - 80.0 - 72.4 60.0 THRU 20Y BUCKS INTO CONCRETE THRU 1BY BUCKS IMO CONC. OR MASONRYNaz-1/8 82 . 80.0 - 76.7 80.o ss.} eo.o 1/2"MIN. EMBED IMO CONCRETE 1-1/4'MIN. EMBED INTO CONC. OR MASONRY O ° 40-1/8 61.2 60.0 - 70.6 80.0 60.2 80.0 TYPE'B'- ],/4 X 3-i t¢"ULTRACON BY'ELCO'(x-177 KSI.Fy-155 KSI) I I TYPE'B'- .1X DIA. ULTRACON BY'ELCO' (Fw177 KSI.FY-155 KSO OQ La 9a-t/8 S7A ao.o - es.e eoa 68b eo.o s � 24-1/8 80.0 80.0 - 80.0 - 80.0 - DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY 4 30-1/8 79.3 80.0 - 80.0 - 7&0 Bao I 2"MIN. EMBED I� 1-1/4' MIN. EMBED INTO CONC.OR MASONRY I V) 36-1/8 692 MO 80.0 - 68.0 80.0 (() a 42-1/8 84 62.1 50.0 - 71.8 80.0 61.1 Boa TYPE'C'- 1/4'DIA SELF DRILLING SCREWS (WADE 5 CRS) TYPE'C'- 1/4"DFA SELF DRILLING SCREWS (GRADE 5 CRS) � 48-1/8 57.1 80.0 - 65.0 80.0 56.2 80.0 I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8"THK. MIN.) I I INTO MIAMI-DADE COUNTY APPROVED MULLIONS(1/8"THK. MIN.) I O 1 ,� 84-1/8 ass 80.0 61.8 80.0 52.6 80.0 INTO METAL STRUCTURES INTO METAL STRUCTURES Z z 24-1/8 BOA - - 604 - a" - STEEL: 1/8"THK. MIN. (Py - 38 KSI MIN.) II STEEL: 1/8'THK. MIN. (Fy a 36 KSI MIN.) ik 30-1/8 73.0 mo - 80A - 71.8 80.0 �' I ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) ALUMINUM : 1/8'THK. MIN.(6063-TS MIN.) I 3 0- 38-1/8 so 63.4 80.0 - 73.3 Bos 02.3 Bos b (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (� 42-1/a 85,7 eo 0 65,s a6A a5,s eoA L- - - - - - - - - - - - -�L - - - - - - - - - - - -� O o 48-1/6 51.9 77.9 80.0 $0.0 Bos $1.1 Bao -AT SILL- - - - - ANCHOR EODE DISTANCES O 24-1/8 80.0 - - B0.0 - BOA 30-1/a 67.8 80.0 - 78.1 80A 66.6 $0.0 I ETPE'B2'-1/4'DIA. ULTiACON BY'ELCO' (F0-177 1(51,fy"15s KSO I IMO CONCRETE CT MASONRY= 1"MW. N. 30-1/6 se 58.5 Bao - 87.7 80.0 57.5 80.0 DIRECTLY INTO CONCRETE INTO METAL STRUCTURE-3/4'URE I* I MIN. 42-1/8 52.2 7a3 Bao 50.3 80.D 51.3 Bao �, I 1-3/4 MIN. EMBED INTO CONCRETE 48-1/8 47.8 71.4 80.0 55.0 80.0 48.0 80.0 � L.- - - - - - - - - - - - CONCRETE AT WAD,SILL OR JAMBS}b-30M PSI MRN. a C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm-20M PSI MIN. 24-t/e Bao - - bas - 80.0 NOTE: 0 R 30-1/8 SODA - - 80.0 ea0 - � o ANCHOR CAPACITIES LISTED ON THIS o� 8 I SILL RISERS g g 36-1 t02 543 60.0 - 60A - 53.4 60.0 SHEET TO BE USED IN CONJUNCTION SEE SHEETS 9, BA, 11 & 11A FOR OPTIONAL SILL DETAILS o n G E 42-1/8 48.3 60.0 - 55.9 60.0 47.5 60.0 � WITH GLASS CHARTS ON SHEET 7 AND SHEET 7 FOR CAPACITY 4e-1/8 43s $0.0 - 50.8 60.0 43.2 Bao o LOWER APPLICABLE VALUES CONTROL. ANCHOR TYPE B 4� 64-1/a Sas 6oA - 47.0 eao 39.9 60.0 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B 24-1/8 600 - - 80.0 - 6ao - In TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 K51 CONCRETE §z DIRECTLY INTO 3 KSI CONCRETE 30-1/8 a" 60.0 - mo - 57.9 60.0 = } PLEASE SEE FOLLOWING SHEETS FOR DETAILS. m a 38-1/e 108 60.7 80.0 - 58.8 BOA 49.0 Bao •• ,!•• • • • • • • » 0 0 o 42-//6 45.0 60.0 - 82A W.O 142 Bao y q I • • • • • • Cx Y �x 48-1/5 40.8 60.0 - 472 00.0 40.1 60A • • •• • 'e 24-1/8 80.0 - - 80.0 - 60.0 - y $x • •• • • • •• '• "" i 30-1/8 55.3 60.0 - BOA - 84.4 ea0 Yt • • • :+•. ::::.�:::..::..:.:.•.1.•: "vt •• • . �..::::::.. . 38-1 114 47A BOA - 55.0 60.0 46A 60.o LL}} M oll► lRwide. .... " DIJA /B ..�.9/&'• E Etgr.JAVAD ANNAD 1 F 42-1/8 42.1 80.0 - 48.7 80.0 41.4 80.0 48-1 38.1 57.1 80.0 44.0 60.0 }7A 60.0 yygg -'l"^` / ,: • FIA PE 70592 q tt 24-1/6 80.0 - - 80.o - 80.0 - 0•F �- \ - °• i. CAN. S}8 , 30-1/6 62.1 60A - 80.0 - Bt 3 80.0 to • !•• TYPICAL ANCHORS %/ S $Y • & EO IN CLUSTERS se-t/e t2o 44.7 80.0 - 51.7 eao 44A 60.0 QQ C3� 81 a 'On1 0•MET - AT MTG.STILE / O aa-t/a 3es sa} eao 4a7 eo o }B.9 eao �Z •• • • •i •a �IPc fp5118PL &INTERLOCK ENDS 1;',/ drawing no. 48-1/8 35.7 83.5 80.0 41.3 60.0 35,1 600 _ z • •• • • • SEE CHART 111 LOIR Exr.+ LOADS TO 80.0 PSF FOR DOORS W/0 REINFORCING ALL SIZES O•• • •• • MUSMIRAN�ER�4SH�EOARR FOR QUANTITIES { I W 10-39 LIMB E%L((+))LOOS TO 80.0 PSF FOR DOORS W/RE61F.UPTO 96 IN.HT. LOADS TO STRUCTURE ` �Q�6 2015 LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS W/REMF.ABOVE 96 BN.HT.UPTO 120 IN.HIGH. sheet 8 O(�6 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /-SEE SHEET 8 FOR ANCHORS 0 z 358 g a EDGE DIST. / EDGE EDGE DIST. 3 5/8" EDGE DIST. 3 5/8" 0 }� a Ell ' Sr a O n ti t WEEP SIZE 1/4" X 1/8' a aao OA at latt REFER TO SHEET B FOR VARIOUS 8 al O O INSTALLATION CONDITIONS. gN� m (D (D OPTIONAL SLANT SILL ADAPTORS Q 1 t w i II I I I N 0 p Q t5 MI W I DECORATIVE gg O, I I SILL COVER FX " OPTIONAL cs O 1 I III of N n g s o ` t rel 0 I"ti rl o 3 z 2!u! 1 m a II n J C.) 'I HWDUCf' o I 11 r RISER I I POURED&HARDENEDi r a •+�• M RE�00.FOR LOADS o Ag A86VE+80 PSF HIGH STRENGTH GROUT ' 1 NON-SHWNICI NON-16ETALUC SILL RISER TTf C $ S fe.5000 PSI MRN. E8 REOD.FOR LOADS O o ddd 6 NOT WINDOWS ABOVE+80 PSF yy MUST TRANCGISFER SHEAR ® ® U 8 E7 LOADS TO STRUCTURE n n 8 D F m (D N • . •• • C :':}:::'::':..': :.:"1'::':: ... ......... ... .... • Engr•.JAVAO AF0UJ1 j ... . ...... .. ........... .... ......... .....:..... b3 ° . ° FIA.PE d 70592 n� .Y 00 I GE Di • Y °. .i •A• 3 NS. GONG EDr. 3 s/B.'e EDGE !. `i s s �' 13• � '. a s/B.'• ' �� °• •• • • i. • • •• • •L DIST,. J r draining no. SEE MEET 8 FOR ANCHORS • •• • • • • • • �•Y ••• • •• • •• • r,,i� W10-31 THREE (3) TRACK DOOR DETAILS shoat 9 ot18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • uW 9 It U ' SEE SHEET 8 FOR ANCHORS n 0 z EDGE DIST. 1 3/4• Z ,qry .EDGE DIST. 1 3/4� EDGE DIST. 1 3/4� C - 9 WEEP SIZE 3/4" X 3/16" p t a k,• d V p m E13.1 REFER TO SHEET 8 FOR VARIOUS Q' W INSTALLATION CONDITIONS. G 249 A J1 11 C 1 E 046121 ® Q1 OPTIONAL SLANT SILL ADAPTORS Q a 1 � N 11 v W i 11 I 1 I V W t II 2 SI O Va N F I OPTIONAL 4j 2 4 �Nr w � � � al W t ZZ12 L6 Do .,1 y 023 � 1 0 I' �•was�wn� � I 111 sl�code 1 t8,rp1 p/Y-o z •�� i I t �r .. R6ERD.FOR LOADSPOURED&HARDENED Mww VE+60 PSF HIGH STRENGTH GROUT NON-SHRINK,NDN-IAETALUC SILL RISEN0T BY 0 PSIWINMN.OWS E8 R VE F0�L� `� n> MUST TRANSFER SHEAR ® ® 4 1 m$ 8 E7 LOADS TO STRUCTURE 1 4 © Etl.t an�x • • • • J � .. ... .... ... ..... •• ... .. .. .•^a Gin,WAD AHMAD ss, ::'t.'::.':.':.'::...1.:::::::. .. •at;:.'.:::::.:. ::..:::::. i �"b.'.:':.'t..:'.:':::.:':.: ........... Cw a FIA.PE p 70592 n N :.°• .i-. 1 _ .... ',t, • ..d •♦.a CAN.3538 8 , • :•.•, y '�:•'••� 'Y ••• ••� .DONC• • .•. •:'.. 's •�3CONC. 3 EDGE DIST: KSI C .'. 3r4'• :a • EDGS DM'. I 1 3ji1° • • • • EDGE DISE.♦'. 1 3J4" /_-..L1+ i $ •• • • i •• • ••i • • // }:? Browing no. SEE SHEET 8 FOR ANCHORS • •• • • • • • • 0 00 ALTERNATE THREE (3) TRACK DOOR DETAILS aheat9.1ot16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. PANEL WIDTH FOR SPACING /\ �;-)i �Y of 1/2'MAX' O EB D.L.O. !Fi 1 REAS REND. H LOAD BEARING �J SEE ((21ARi ON �..� SHIM M15A dt E5 SHEET 7 FOR CAPACITY O F° a O ®aaQ O - O O- S M14A M76A _Zoo 1 D.L.OPG. 25 w EXTERIOR NOM.PANEL WIDTH t PANEL MOTH O LOCK STILE INTERL OCK INTi$ ASLBA�AL Q p (REndFORCEO) DOOR FRAME WIDTH (REINFORCED) '1. I Yn "• ��t6tp � �o 1X8 OR LARGER A-Vft- / -t?�Z7/S ;4 WOOD BUCKS 610 x 1-1/a'1SPER CLIP tDk+lbalAlh O}� L 3 PER PANEL N`t PANEL WIDTH O O AT 18'FROM EACH END M2 8 1/2'MAX AND AT MIDSPAN 1/4'MAX. LOAD BEARING AD MAX. U K' SHIM D.L.O. LOAD HIM 2 �B x 3/4'SS FH SMS LOAD HIMMETAL SHIM M2 1 PER CUP �� STRUCTURE Q U Z TYPICAL ANCH RSTYPICAL ANCHORS '$'�. SEE EL -__- •.. TYPICAL ANCHORS r7Wi FOR SPACI SEE ELEV. SEE FOR SPACrAFWG p FOR SPACING p [01- B 8 n tl p p � FIXED W II • ��: •�• n o m • i. *is w ��• • I EXTERIOR •• • •e• •...'i',• ••• PANEL • o ', DOOR FRAME YAOTH DOOR FRAME WIDTH Engr:3AHAwD 1 FMp I�� DOOR FRAME WIDTH C.AP as7e7=2 , 2X8 OR LARGER WOOD BUCK • *:o • • ••• • • WOOD STRUCTURE • • • • • • • • • /'! •• • • •e • • •• • • I ` drawing no. ••• .• •• 015 W10-31 THREE (3) TRACK DOOR DETAILS shalt 10 of 16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEET 8 FOR ANCHO)3/4" SEE SHEET 8 FOR ANCHORS �Y o v € EDGE DOST: 1 ,°�� EDGE DIST. 1 34'3KSICONC. \my e:• .�a. .'I' ,•3 HSIOONC. dgJ 18 E3 WEEP SIZE 1/4` X 1/8" p a REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDRIONS. O aQ Q Al ' Mt t E26 C1 t 8 O O m aII � n OPTIONAL, SLANT SILL ADAPTORS =i J w DECORATIVE I i 24 SILL COVER a. OPTIONAL O w �[ N N a0 fl 0 o c�i d o W4 d v Zzr� i d $ 3 0 W ' a og.. iMBDUCT Ml VOW r wIHHeFbrida 2 r l/Ee.t OPTIONAL.FOR LOADS `-�I�[tBOVE SILL RISER+80 F'8F o` POURED&HARDENED I i ' HIGH STRENGTH GROUT ' SILL aSER 0 v NON-SHRINK.NON-MET d= E8 REQD FOR LOADS 0 J'C-9000 PSI MIN. ABOY.+60 PSF jj iii333 NOT BY CGI WINDOWS MUST TRANSFER SHEAR ` LOADS TO STRUCTURE RI 1 B19.11 . 4 400 Et ....... . .....:. n�T • •• • •: ........._...... "..:....... •e EngrA JAM 4A�IR= CIVIL . CA71 70682 n i--' ..'.'•y•I.... .a I,m 3 KSI CONIC. •\ •.'.•.x•,�: :e. • • • ' 1.3�a.• d ••- • ....•.,••.: • �KSI•CONC. DIST. •• • E81GE Wr'.• - 1 .3Ai` • • • 'i �, Browing no. EDGE SEE SHEET 8 FOR ANCHORS ••• • •• • •• SHEET 8 FOR ANCHORS / ,�En j n�jt - w�a-31 310 (2) TRACK DOOR DETAILS P D G .neat 11 of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS Ia�lu z 1 3 4 z EDGE DISE. EDGE DIST. t 3/4 O y y 3 KSI CONC. a�y e:• y - , 3 KSI CONC. a O U Eat WEEP SIZE 3/4" X 3/16" O�j t REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. O&a Q Al tt ' Q��°Dc C1 It T Bbg� OPTIONAL SLANT SILL ADAPTORS o DECORATIVE SILL COVER ' OPTIONAL � n ' o p ,�, n 53 3 cnr%t a $ o 41 oo 3�' d K � gQ ��jj W ' u�eO�(ag•IH Ike Monde SILL RISER E8.1 OPTKN�IAL FOR LOADS Atw~Ni/ fs +Ga PSF O Eapta+b. �� IJ r G POURED&HARD ED a.redw,COM,ot ry D dt o HIGH STRENGTH D NON-SHRINK.N -LtETALUC SILL SER D v Pc=5000 Psi ES RE FOR LOADS 11 ® ABW +80 i 7 NOT BY CGI WI PSF a g MUST TRANSFER HEAR LOADS TO STRU ® G•c Nv1 B1 t D1 �, 000$ dt op pp" • • • t �x_>Y E1.1 »�Y • • • N J • •• • • TTI • • • O � • ••• .. .. ... .... Engr.JAYAD AHMAO � . .!.'.:.::.':.'.: a' ::1':.':::.�.:':.I:.:'::::::. •i FIA.PE 70592 n .. .g. .. CAN.0M .� q �: • .e �.• .HI 3 KSI CONC. !•..•Y; '°. •y,s•li• '•" • ' $ • EDGE DIST. 1 3)4°..' < • • 'P ••t 4 : i.' • • / ••... •• IST. '"• s• • • � drawing no. SEE SHEET 8 FOR ANCHORS••t 0• ••• ••• •• ;WE;8 FOR ANCHORSf � �20� W1 0-31 ALTERNATE TWO (2) TRACK DOOR DETAILS aneet11.1ot18 • •• •• • • • •• •• uV TYPICAL ANCHORS SEE ELEV.FOR SPACING �Y c PANEL WIDTH 3 MAX LOAD BEARING #10 X 1-1/4'SS PH SMS '11 PANEL WIDTH Q G,1 1 PER CLIP D.Lo. O N2 M2,1 J PER UP SS FH SMS i D.L.O. z ES fu z a!O u Kor- _ V O M 0 o o O O O a =... — E6 v E2FlXED PANEL D.LO. INTERLOCK (RaNFGRCEo) EXTERIOR NOW PANEL WIDTH to ti- DOOR FRAME VADTH O W QMW 113Y WOOD IXICKS SEE NOTE SHEET 1 n 1/2'MAX. ?z� LOAD BEARINGK1 L1 X10 X 1-1/4'SS PH SMS 1/4• 3 0 SHIM PANEL WIDTH z a 1 PER CLIP LOAD BEARINGMETAL TYPICAL.ANCHORS SHIMANCHORS O.L.O. LOAD BEARING SEE ELEV. �B X 3/4'SS FH SMS SHIM "FOR SPACING 1 PER CLIP TYPICAL AN TYPICAL ANCHORS SEE E SEE ELEV. FOR SPAC _ _ p MUSUCT WilbW n FOR SPIICINC -- = o�641ag Ml►1Nts Fbrtdt pp55 gg cCt4 n -.• Nie 1 -ajz7.t p o LLff � p 1. 83�q V O DOOR FRAMEWIDTH • E1fPERMR • • • ••• • 000R FRAME WIDTH • c •• ••• •• • • • •• FIXED PANEL 2BY WOOD BUCK Engr.JAV AIMOR FIA,PE" 70592W00r� SEE SHEET STR E N. SEE NOTE SHEET 1 •41 ••• • ••• • • • • • • • • 0 • • y• t ••" • • •• • e •• • • droving no. • •• • • • • • • � +�(I W10-31 ••e • •• •• iE t , 52015 TWO (2) TRACK DOOR DETAILS sheet 12 of 16 ••e • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • REFER TO SHEET 8 FOR VARIOUSFrIll' SEE SHEET 8 FOR ANCHORS INSTALLATION CONDITIONS. EDGE DIST. 3 VEDGE ESE dST. 3 SI8EDGE 01ST. 3 5/8"TAx T ® T f I II II I I f " OPTIONAL o w 1 I I I SLANT SILL ADAPTORS I 1 a �DECORATIVE y n m O20 SILL COVER 5jcV M OPTIONAL p ep n w T o I �o 61 ------ PAP U g rim DUCE k6 ILEO I y I d tAfe Pbrlds 8? i 1 II •I PA oth No -0 Z u SILL RISER 1 POURED&HARDENED N I E& REOD. Ulm o HIGH STRENGTH GROUT I I ABOVE+60 PSF o NON-SHRINK,NON-METALLIC SILL RISER C f e 5600 PSI MIN. E8 REQD.FOR LOADS 1�`� NOT T O ERSHWINDOWSA ABOVE OR PSD h r4l, gig MUST TRANSFER SHEAR IT LOADS TO STRUCNRET T® o x r .. ....... ......... ..... e " ..... .......... ......... .. ......... .... - ... ............:........ ... Efpr.JAVAD _ a _ FLA P 70592 7j T N d�- - •d e § 1: .i • :e. I o"S • ••t{••: �'• CONC. -• .Y �e. l 3 KSI CONC.EDGE GST. 3 5/.g." •£DGWOl$T: i • • EDGE DISC ' "•SEE SHEET•8 • • ( r Browing no. FOR ANCHORS • •• • • • • • • ••• • •• • •• • FEB 2015 L� '��6W10-31 FOUR (4) TRACK DOOR DETAILS sheot12.1ory6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS $� U_ SEE a" p� M FOR SPACING PANEL WIDTH 1/2"MAX G2 E6 1/4"MAX. Z LOAD BEARING LOAD BEARING METAL e0 'd- SHIM M15A 1 L3 SHIM STRUCTURE P , D.1-0. a a1 --- _-- TYPICAL.ANCHORS �2 SEE EIEV.PAC � QLL u FOR SING 4X7 I} �Z�_9 w 1 N p hr-----M74A M164 p W O v N o • n p � � �1 EXTERIOR I ZlX8 " E27 0 W EXTERIOR #10 X 1-1/4"SS PH SMS 0 1 PER CLI' DOOR FRAME YADTH L2 3 PER PANEL a o OR LARGER AT 18"FROM FACH END M2 'O WOOD BUCKS 1/2•MIAX. AND AT MIDSPAN 1/4"MAX. 0 N M n LOAD BEARING #8 X 3/4"SS FH SMS LOAD BEARING METAL 0 3 f SHIM gg 1 PER CLIP SHIM STRUCTURE 3 0 z 2i a! 1/2"MAX p Pio 3 TYPICAL ANCHORS n Tei V LOAD BEARING SEE ELEV. TYPICAL ANCHORS SHIM FOR SPACING SEE ELE- D n FOR SPACING \\ n I TYPICAL AN CF{RS SEE _ FOR SP G n p 4 N N V •• ••• • • .e�' o • •i .• • • EXTERIOR EXARI12R• • • • • • o t w s• •• • • s •• DlilPb*i+t6 Enqr.JNAD DOOR FRAME WIDTH a pe -Ot Z7. / DOOR FRAME W,OTH FIX PPE{i 70692 � n 2X8 OR LARGER WOOD BUCK • • • • • • • . • • (s WOOD STRUCTURE OR •• • • •. • • •• • • - draining no. ..: .• .. 0.0 0.• U F$ZF52015 W10-31 FOUR (4) TRACK DOOR DETAILS sheett2.2ot18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • qp EXTERIOR MOUNTED POCKETED JAMB TYPICAL PAD PILE INSTALATION LOCATION TYPICAL ANCHORS Z AT 8`FROM ENDS AND ® 10: £FFp! a 9'O.C.INTO WOOD/CONC./METAL eel 8'O.C.INTO BLOCK ONLY 1-1/8`MIN. O a tpi 1-1/2'MIN.WOOD EMBED ¢��yy 1-1/4'MIN. BLOCK EMBW EDGE DISE. SEALANT IL 1-3/4'MIN.CONC.TEES p 1/8'ASN.METAL THICK HI:KNESQ V CONC. MA BLOCK �1 WOOD 1METAL r- ,& 0IL �•� ® IL Mai EXTERIOR a d 1 w TYPICAL AT PANEL 4 CORNERS� to c4 ' Ow N 4 O POCKET CAVITY NOT BY CGI rn Nn-.a NOT PART OF THIS NOA 3 N M TO BE REVIEWED BY AW J 0 3 M{ L�Fz�j Z Z ri 30 C) = DOOR FRAME WIDTH HL1)DUCE LLYYi881:DD NOM.PANEL WIDTHCada'tISIHe F9or9A 2 6Ypkwm Dab 28 ' +cetCaaetot • 14t4t a • • • •• = .............. • • • s- OO OJ p • • • •• O :;::;•:. O Erpr:JAVAO AI*M ° 5 j CIVIL l l••::•:' -••• FLA PE CAN d 7.592 Pj n i • • • • • • • • ,, ' drowi no. EXTERIOR ••� �• ••• ••• ••• ••• A 4cGZtj 2015 W10-31 v sheat 13 of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.735 5.921 1.340 1.340 •875 120 /N`9i in .070 .070 F �Yo .8471.250 .847 .995 .050 •975 O 1.250 3.255 1.184 Fes- 3.255 F 2 a 4.250 1.184 4.250 Q 00 o E3 FRAME HEAD (2 TRACK) �.7 FRAME HEAD (3 TRACK) .070 GLAZING BEAD 0 GLAZING BEAD •070 7�LL v LAM.GLASS INSUL IAM.GLASS 4.735 5.9217 .995 .995 o g .070 .070 1.508 1.188 O�p $ 86�p E7 TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) O aa3 n p^ .915Ljjl 1.250 .915 1.250 0 3.000 •728 p� •664 1.501 .060 1.831 3.000 15 may .070 .985 �� .070 �Z nj .125 �� .156 :::---111 1 ALT. FRAME HEAD (2 TRACK) 13 ALT. FRAME HEAD (3 TRACK) 1 490 1 418 M2 FIX. PANEL CLIP 3000 1.490 1.415 O 120 ° v 075 078 -2.005- EXTERIOR INTERLOCK (OPTIONAL) -2.005 - EXTERIOR .070 ® h F1 .070 2.800 EB MAIN STILE .695 1.386 3.750 MAIN STILE (OPTIONAL) c .640 .753 2.755 Q w ca -�-•-- 3.000 .285 .125 3.000 Q O .995 FX Fes--4.735 -„� •� 5.921 •� SILL RISER (OPTIONAL) 1.870 1.415 V)to OEt FRAME SILT 2 TRACK 1f FRAME SILL 3 TRACK 1.810M n ( ) { ) 1.770 1.415 1.770 .060 .060 42.127 3.572 Z 2E j�n �yj 3 o�_i .075 .075 -2.005- .070 2.005r o .070 2.600 .p7p 2soG t.82s U�� .92� ES INTERIOR INTERLOCK 1255 FJ210R INTERLOCK (OPTIONAL) o 640 4.735 5.921-moi 1.186 ® 0 ® 2� .572 995 - 1 POCKET HOOK ASTRAGAL (OPTIONAL) .741 Et•1 AIT. FRAME Slll(2 TRACK) t1 AIT. FRAME SILL j3 TRACK) 1 •060 1931 •625 g 2591 v 3.341 3.750 3.750 .158 3.750 1.920 .062 2 $ 2.755 2.670 .155 .125 3.000 .155 m '33 125- .070 28.070 •� •> � v� • •• .070 625--1 1.610 1.870 • • •• • • • �• _ 3.510 • •• • • • • •• • 3572 • • • • • • • 3.510 SILL COVER(OPTIONAL) �'1 SILL RISER (OPTIONAL) o 1.600 1970 .070 • ?925 .125 • 1.800 1.870 �OVAD�'W J FtA.%L 70582 Rke"Wr kCVf wn, g - p CAN.> � i •k1111•Fie7M� • 0 .X25 . . • • � 1i 2.005 1.255 • 2.Oti 6v.1tla LZ7. O �';' i, drowin no. 2=5 •• • • •• • • •• • • f » 9 .19 0 • • J 8 �►�Oi5 W 10-31 L sheet 14 oT 16 Eit OUTER TRACK ASTRAGAL STILE Q ASTRAGAL STILE INTERLOCK REINFORCING OUTER 7TiP.CK ASTRAGAL (OPTIONAL) O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CODE PARS'NO. DESCRIPTION MATERIAL MANUP. REMARKS 1.375 .510 �� V ' E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - I -0� 1 Et.l CGI-150 ALT.FRAME SRL 2 TRACH 8083-TB CGI EXTRUDER EXTRUDER - I 0 E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGf - 1.650 .280J -�{ M-.640 Z r• E3 CCI-186 FRAME HEAD 2 TRACK _-- 5063-T6 CGI EXTRUDER E3.1 CGI-152 ALT.FRAME HEAD 2 TRACK 6063-TB CGI EXTRUDER - & FRAME HEAD COVER a Ft E4 CGf-153 EXTERIOR INTERLOCK .065 ERLOCK 6083-TB CGI EXTRUDER - E5 CGI-154 INTERIOR INTERLOCK 6083-T6 CGI EXTRUDER - •� 1.621 .640 E6 CGI-155 MAN STU 6063-T6 CGI EXTRUDER - E7 CGI-156 TOP&BOTTOM HORIZ GO83-T6 CGI EXTRUDER - �L— 4 E8 CGI-157 SILL RISER 6063-76 CGI EXTRUDER - ,344-T 060 0 f03,1 CGI-181 ALT.SELL RISER(OPIIONAL) 6063-76 CGI EXTRUDER - g E8 OGI-158 ASTRAGAL 8063--T8 CGI EXTRUDER - .625 Q R Q g ® FRAME SILL COVER 0 e6 r- E70 CGI-159 INTERLOCK REINFORCING(LENGTH-FRAME HT.-B•) 606376 CGI EXTRUDER - Q FRAME JAMB (2 TRACK) com.2a3 3 m I Ell 001-182 FRAME SILL 3 TRACK 6063-TB CGI EXTRUDER - of s- E71.1 CGI-180 ALT.FRAME SILL 3 TRACK 6083-T6 CGI EXTRUDER - 1.375 V.T I E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - 1.791 all I� E13 CGI-185 FRAME HEAD 3 TRACK 6063-TB CGI EXTRUDER - A60 E13.1 OGI-162 ALT.FRAME HEAD 3 TRACK 6063-TS CGI EXTRUDER - 1.620 E14 CGI-168 OUTER-TRACK ASTRAGAL 6063-TS CGI EXTRUDER - E15 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - 2 FRAME JAMB COVER g�g E16 CGI-121 7/16•GLASS GLAZING BEAD 6063 T5 CGI EXTRUDER - 25 a n E17 CCI-123 i•GLASS GLAZING BEAD 8063-75 CGI EXTRUDER - 5.951 .080- 1.620 (f1 E18 CGI-183A EXTERIOR INTERLOCK (OPTIONAL) 6063-TB CGI EXTRUDER - It ,065 O v E19 COI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - " O W E20 CGI-15M MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - .545 E21 CGI-156A TOP&BOTTOM HOW (OPTIONAL) 8083-TB COI EXTRUDER - 090 1.620 qj a o E22 CGI-158A ASTRAGAL (OPTIONAL) 8083-T6 CGI EXTRUDER - E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6083-TB CGf EXTRUDER - II O N M n E24 CGI-180 DECORATIVE SRL COVER(OPTIONAL) 6063-TB CGI EXTRUDER - Z Z a E25 CGI-184 2&3 TRACK FRAME SILL SCREW COVER 6083-TS CGI EXTRUDER - E26 001-187 2&3 TRACK FRAME HEAD SCREW COVER 8063-T5 CGI EXTRUDER - t:7 FRAME JAMB (3 TRACK) E27 CGI-188 FRAME JAMB SCREW COVER(OPTIONAL.) 6063-T5 CGI EXTRUDER - E28 CCI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - GOO E29 CGI-1029 FRAME SILL 4 TRACK 6063-T8 CGI EXTRUDER - E30 CGI-1030 FRAME JAMB 4 TRACK 8063-T6 CGI EXTRUDER Y�MYllt1C7.kR,YWicD M7 CGI-382V GLAZING BULB WNYL(DUROMETER 75-80 SHORE A) PVC wRt1MeF+fONdr. M2 CGI-171C FIXED PANEL CUP(2-1/2•LONG) 6063-T5 - 3 6 FOXED PANEL M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL IE>t�1iD•„ Z S )AID CGI-176 FRAME HEAD ANTIUFT&PAD PILE YIOOL/NYLON SULLIVAN 1 PER IMEW=/ASTIR. o M71 W2320ING PILE WITH CENTER FIN WOOL ULTPAFAB OR EQUN. - p S 1C M72 CGI-177 PANEL TOP&BOTTOM DUST PRE WOOL/PVC SULLIVAN - $ M13 TA-5I-PRS-150-C2SS TANDEM ROLLER ST/ST AMESBURY 2 PER PANEL LOCK, M14 SCD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 MI4A PS01-0036-117 DUAL MORTISE LOCK ST RRTERLoCKS ATTACHED TO MISA DUAL LOCK SYSTEM R BOTTOM OR 'INTERLOCK' LOCATED A7 c o, �T MAIN STILE AT 40` FROM BOTTOM o MIS SGD-507 KEEPER ZINC SDIV,VLl 2 j /4'PH SS MORTISE LOCK (PART #SGD-500) (PSOt-0036-117) m s ?8 M15A SM-507N KEEPER ZING • RlIL00KS• 4 1 INW.W 2011OX3/4•PH ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0038-117) ,,0__ x M16 SGD-503 RECESSED ADAPTOR SU 2 0X3/4•FH ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) M16A PSO7-0038-117 RECESSED ADAPTOR ZINC • 4INT1110.O8K.S• INTI.W 2 JIOR3/4•FIR ZINC KEEPER (PART #SGD--507) (PART #SGD-507N) 2 M17 SGD-5500 HANDLE SET ,,tF-4r--IdLOWA1,Affilioci Fngr.4AVAD AFYUD F M78 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - SNCy�7g0g=11 . M79 SCS2000 SILPRUF SEALANT SILICONE GE - i`1 j M20 CGI-177 PANEL TOP&BOTTOM DUST PILE VOL • •�RANAN OR EQ" 4 PER PANEL • %i t t�` o •`3 M21 CGI-174 HEAD AND SRL SMALL PILE PAD ULTRAF E 1 PER IMJ I M22 CGI-175 SILL INTERLOCK PILE PAD W8(•. ULT111FAB 00 EQVIV. • •• • • t j droving no. S2 - ®10 X 1 1/4•LO.PHL.PH.SMS. ST/ST.ASSEMMY SCREW - 2 OR 2018 W1 0-31 sheet 15 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V U 7.750 4% M Z 3 .925 .857 1.250 / F � U n Eta FRAME HEAD (4 TRACK) 2.600 �- 4z / wYl.753 j J QAN 0 7.730 N E29 FRAME SILL(4 TRACK) m 1.375 COO FRAME TOP RNER 4 TRACK SHOWN 0 LL 1.620 �N p ON 1.820 O 3i,Za z� 30 7.750 5 0g 1.620 spy O .095 0 / W / rkoDUCT NDvIDED .825 / 8 wOh 16e PIorIM $$ Ae[apla NeO Z /FRAME JAMB (4 TRACK) / BL"Intifty Oaalc��E' < lMaeisWddlEreOFL�� g°�� •• • • • • • a •• • Engn AHMAD ' 38RA*PE 1�2 • • • • • •• • • • • • • • • � } Browing no. •• • • •• • •• • • �` .. . . •• ��,2U1� W10-31 ••• • •• •FRAME Ab?1'OM CZER ahaet15.1of16 a TRACK sltovnv ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s2 s2 f� ■� I /spy m 0 Y Z J Q Q4 y'3� N FRAME TOP CORNER FRAME TOP CORNER 3 TRICK sltOt�N 2 TRACK SHO%M PANEL TOA/BOTTOM CORNER MITERED BEAD CORNER OWICAL) N 48 N O d 83" g g0 M Ll 111 qr z gz o a • • • • • 1LtK7khWD PANEL TOP%WTTOM CORNER c • • • • • • • • • • •• • '��adkawnA McAkrtd� SQUARE aEnv CORNER(OPTIONAL) ••• • • • ••• • i •••e--T ^ri`tZ Egr JAVAD AIMAD ro ��• Ror. FlA PE 70582 n FRAME 130TTOM CORNER g • • • • .R 3 TRACK SKOl4N • • • 2 TaWrK SM�++� • • • • • • • • • • • • • • �. droving rw. • .. • ' .1015 W10-31 sheet l 6 of 16 • • • • • • • • • • MIAM!•DADE MIAs\•II-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOi41IC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(7W 315-2599 NOTICE OF ACCEPTANCE (NOA) -.v,,v-tv.ntiantidade.gov/economy CGI Windows&Doors 10100 NW 25`h 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 Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and-the AHJ may immediately revoke,modify, or suspend the use of such product or material-within their jurisdiction. 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 caj: •� . ••• This product is approved as described herein, and has been designed to comply•�yitt-he Flo:tjl..Building •• Code,including the High Velocity Hurricane Zone. .�.... •,.• 6666;. DESCRIPTION:Series"Sentinel 120"Aluminum Horizontal Sliding Window-:bM.I. �• APPROVAL DOCUMENT:Drawing Na.WI0-18,titled Series Sentinel 120 Al%m�Iloriz ee �S�liduag WdW00000 • (L.M.I./S.M.I.)",sheets 1 through 11 of 11,dated-03/29/10,with the revision C��, 0.0.9/09/14,,plgpared by.;..• Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the I1 4d .l)ade CgMpt; j'rodupt.... Control Revision stamp with the Notice of Acceptance number and expiration.there by the Miami—Dade .• County Product Control Section. : • i :so*:*•. ••••i• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. ; .'. ;6000; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logp6 City, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted,hereilp. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1031.04 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0915.07 M�AMIOADEco JNTY' Expiration Date: September 22,2020 I j Approval Date: February 05,2015 j Page 1 4 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 1VM&Ufacturer's die drawings and sections. 2. Drawing No W10-18,titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./S.M.1.)",sheets 1 through 11 of 11,dated 03/29/10,with revision C dated 09/09/14,prepared by Al-Farooq Corporation, 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 203794 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 0000 along with marked-up drawings and installation diagram of a series"Senti"j)• 000000 aluminum horizontal sliding window,prepared by Hurricane%OA 1;aboratexypLLC, Test Report No.HTL-0080-0102-10,dated 06/04/10,signed a"I sealed 9y liM J. ••••:• Abraham,P.E. •°"•• 0...: (Submitted under NOA No.10-0510.12) �•�� •� � • 0000 . 00000.0 0 0 00000. 0000 0000. C. CALCULATIONS ' .. 00 .0 0 0000.. 1. Anchor verification calculations and structural analysis,comp�iMwith FBC-5t" •• Edition(2014),dated 09/05/14,prepared by Al-Farooq Coipbratioh,sig4ed o ul sealed by Javad Ahmad,P.E. • • LOGO: 2. Glazing complies with ASTM E1300-09 •.°• D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(R-ER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. Manuel P.E. Product Contrail Exa iner NOA No: 915.07 Expiration Date: September 22,2020 Approval Date: February 05,2015 C-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Edition (2014),and of no financial interest,dated 09/05/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,RE, 2. Laboratory compliance letter for Test Report No.HTL-0080-0102-10,issued by Hurricane Test Laboratory, LLC,dated June 4,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.12) 3. Proposal No. 09-0032 issued by BCCO,dated October 22,2009,signed by Renzo Narciso. (Submitted under NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No, 11-1031.04, issued to CGI Windows and Doors for their Series "Sentinel 110" Aluminum Horizontal Sliding n Window - L.M.I.?PP loved o . . . ...... 01/12/12 and expiring on 09/22/15. • sees • •• sees• asses• sees sees• •• •• •• • sees•• • sees•• • • • sees** ' •• • • see • • • • i iVlanuel ,P.E. /r,4 Product Control Ex miner NOA No-I -0915.07 Expiration Date: September 22,2020 Approval Date: February 05,2015 E-2 TYPICAL ELEVATION 111" 110' FLANGE WIDTH BUCK WIDTH o e 26 5/8' 5 1/2' 26 5/8' 1 MAX. 10'MAX. MAX. MAX. 10'MAX. UAX. �p HEAD/SILL MTG.STILES HEAD/SILL m HEAD/SILL MTG.STILES HEAD/SILL mF,7 0 5 5 5• ,t 5• � � r O fig L(1]yl ag U II j� II jj �O LL 8 1�II� 6 6 7t II 6 H O N < —` '--_ ,n chi 1., M O Q Q o II ,oJ b N /--IT 8 D II Bi it S 5 I I 7 11 N FALSE MUNDNS FALSE NUNTNS (SURFACE APPLIED) 32 7/8' 32 7/8' \L/TnE ANCHORS (SURFACE APPLIED) 32 7/8' 32 7/8' ADDL.ANCHORS u^i OPTIONAL D.L.OPG. D.L.OPG. NTEROF UTES&MFG.STILES bPT1ONAL D.L.OPG. O.L.OPG. AT CENTER OF ltt£S&MTG.STILES Q AT HEAD/SILL AT HEAD/SILL 36 3/8' SEE NOTE(•)ON SHEET 2 36 3/8' SEE NOTE(•)ON SHEET 2 8- VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME N, N �NM ro o3M M 110' Z Z u BUCK WIDTH „?0 5 AX 5'MAX. 13 5wx 00 3" HEAD/SRL MTG.STILES 6'MAX• HFAD/SRL j U e MrG. SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER PRODUCE REVISED n CHARTS SHOWN ON SHEET 3. m complying a0h 8m Ftorkt9 ii a 8ui1din6 Coda !4-Q�fb.O'j c R E2 II F ii F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS AcceplmucNl �ZD2D O P k 8 II 6 It 6 13r rationDal r c _ x i OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-RADE COUNTY •O --- ——_- _- �� APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS ML + adaproduct a$ o Ir a IN BETWEEN. •iy �x n o jl LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL O txi c 1 WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS c•�� INSULATING LAM. GLASS °o --_-_tt___-- --==fir=___ •• • THIN PRMUC9 HAS•BEEN DESIGNED AND TESTED TO COMPLY WITH THE ?E n n • • • • REQUIREMENTS OP THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT o<m ii •• •ii' •: ANE•(WHz). SMALL MISSILE IMPACT 82 II • i e SDOO BWK OBY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER _ 8 I I •• •• •• LOADS TO THE SWACTURE. o En9r.JAVAD AHMAD � ]�4 ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS CMLEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FCA PE l 70592 N.CA538FALSE MUNTNS • ••• • NY WRING OR•LOADIN%CONDITIONS NOT SHOWN IN THESE DETAILS ARE � � (SURFACE APPLIED) 32 7/8' 32 7/8' • • • • • NOT WART OF•THIS ANPROVAL. 36 3/8-PG /8 D.L.OPG. ••: • • ••: 4 fCAO QURhA IN:R* IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drowing no. VENT WN7H ••• • •• Cf1�l 01t� THAT RTACT wRH OTHERNOT UMDISSIMILAR MATEITED TO RIALS SHAM MTAL EET THE (AN 2 W10-18 FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 11 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ��V a _ (x0 OR Ox SIZES) (xox SMS) (xox SIZES) FLANGE DIMS. BUCK DIMS. GLASS TYPES'A'&'Al'I GIAS4 TYPES'B'&'BI' FLANGE DIMS. BUCK DIMS. GLASS TYM'A'&'Al' GLASS TYPES'B'&'BI' FLANGE DIMS. BUCK DIMS. Gi=m TYPES$'&'A3' GLASS TYPES'8'&'BI' o WIDTH HEIGHT WIDTH HEIGHT £XT.(+) W.(-) EXT.(+) INT.(-) riIDTH HEIGHT WIDTH HEIGHT EM.(+) INA(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT E7CT.(+) NR.(-) 26-1/2' 25-1/Y 654 65.0 80.0 904 74' 73" 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 904 37' 26' 36' 25' 65.0 650 80.0 904 106-1/4' 26' 105-1/4' 25' 65.0 85.0 80.0 90.0 106-1/4' 26' 105-1/4' 25" 65.0 65.0 80.0 90.0 53-1/e" 52-1/8' 65.0 65.0 80.0 90.0 111• 110" 65.0 65.0 80.0 90.0 111" 110• 65.0 65.0 80.0 90.0 �j 8 74' 73' 854 85.0 80.0 90.0 74' 73' 65.0 85.0 80.0 90.0 74' 73' 65.0 85.0 80.0 90.0 a 28-1/2' 25-1/2" 65.0 65.0 80.0 90.0 106-1/4' 36-3/8' 105-1/4' 37-3/8' 65.0 85.0 80.0 80.0 106-1/4' 38-3/e' 10.5-1/4' 37-3/8' 85.0 85.0 80A 90.0 a GGGplll 4 37' 36' 654 65.0 80.0 904 171' 110' 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 n �} 38-3/8' 37-3/8' r p N 53-1/8' S2-1/8' 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 74' 50-5/8' 73' 49-5/e' 654 65.0 80.0 90.0 V p Zi 74' 73' 65.0 65.0 80.0 90.0 106-1/4' 50-5/e' 105-1/4• 49-5/8" 65.0 65.0 80.0 90.0 74' 83' 73' 82' 65.0 65.0 80.0 90.0 &i 26-1/2' 25-1/2• 65.0 65.0 80.0 90.0 111" 110' 65.0 65.0 804 90.0 0.0 i h 1 1, 37' 49-5/8 50-5/8' '36' 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 0 gD 53-1/8' 52-1/8• 65.0 65.0 80.0 90.0 tO6-t/4' 63' 105-1/4' 82' 61.6 61.6 78.2 78.2 D 74' 73" 654 65.0 Bob 90.0 711' 110• 60.0 60.0 78.4 78.4 J 1 26-1/2' 25-1/2" 65.0 65.0 60.0 90.0 106-1/4' �, 165-1/4• 82" - - Sax sob* a � 37' 63" 36' 62' 65.0 654 80.0 90.0 111" 110• - - 80.0 53-1/8" 52-1/8' 85.0 85.0 80.0 90.0 74' 73' 60.2 602 74.3 74.3 74' 63' 73' 62' - - 80.0 90.0 1 w *ADDL.ANCHORS REQUIRED AT CENTER OF LITES AND MTG.STILE ENDS. o 0O (1/2W) (1/3W) (1/3W) (i/3ri} (1/4W) (1/2W) (1/4W) $ A n _4> O M t77 Z z(2- OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTSWINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH �TO BE 1/3 OF THE o- xo OR ox' 'xox' 'xox' 0 1¢'TV. BUCK ow )4•TYP. BUCK DIMS BUCK DIMS PRODUCTREVISED R as aalnplying pith llte FIwIda u F Io Buil d/ 9 Code Aop 10 --q 51 1 R FRAM lCoatr� FLANGE FRAMEEQUALIFC EME FLANGE "PTOO� com02 o^8 2 raD FLANGE DIMS FLANGE DM BY DadeProac •• ••• • • • • • •• vi - d- - g •• •: •�: : : :•: '• FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME Fng,JAVAO AH.IAD � 411'8 1 \ FLA PE+_7.0582 STD. MTG. RAIL' H.D. MTG, RAIL• LIMIT MAX. LOAD TO ±65.0 PSF • -;MIT MAX.•LOAD t0+80.0• • NOTE: • ••-90.1 pt GLASS CAPACITIES ON THIS SHEET ARE E4 E4 • •• • • •• • BASED ON ASTM E1300-09 (3 SEC. GUSTS) droving no. • AND FLORIDA BUILDING COMMISSION j O15 W 10-18 ' " ' '• • DECLARATORY STATEMENT DCAO5-DEC-219 9h99t 2 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY - PSP �V Yi (XO OR OX SIZES) (XOX SIZES) (xox SIZES) BUCK DINS. CLASS TYP&9'A&'Al' CLABB TYPES'8WS? BUCK DIMS. CLAW TYPES'AWAI'l CLAN TYPES TY&'BI' BUCK DIMS. I CLAM TYPES'9&'AI' CLASS TYPES'B'&`Bt' � WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT{-) WIDTH HEIGHT ETR.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.{+) INT.(-) EM{+) RIT.(-) Z • / 25-1/2" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73' 65.0 85.0 80.0 80.0 C 6 �ttt 36' 25" 85.0 65.0 80.0 80.0 105-1/4" 25' 65.0 65.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 80.0 1G 52-1/8' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 V 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 a 25-1/2' 65.0 65.0 80.0 80.0 105-1/4' 37-3/8" 65.0 65.0 80.0 80.0 105-1/4' 37-3/8" 65.0 65.0 80.0 80.0 G 38' 37-3/8' 65.0 65.0 80.0 80.0 - 110' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 r 52-1/8' 65.0 65.0 80.0 80.0 73' 65.0 86.0 80.0 80.0 73' 49-5/8" 85.0 65.0 80.0 80.0 p 73' 65.0 65.0 80.0 80.0 105-1/4" 49-5/8' 65.0 65.0 80.0 80.0 73" 62" 65.0 65.0 80.0 80.0 25-1/2' 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 0 ti g iQ 38° 65.0 85.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 @� 49-5/8° 52-i/8° 65.0 65.0 80.0 80.0 105-1/4° 62' 61.6 61.6 80.0 80.0 73' 65.0 85.0 80.0 80.0 110" 66.0 80.0 80.0 80.0 4 Ip 25-1/2' 65.0 65.0 80.0 80.0 �a( 36' 62" 85.0 65.0 80.0 52-1/8" 85.0 85.6 80.0 84.0 73" 80.2 80.2 80.0 80.0 � � N iR (1/ztv) (I/2W) (1/3W) (1/3w) q/3W) (1/aW) (1/zyp (1/4W) 0 La M c s; o V a a � cj NM t OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH !-4g;tn Z Z LL 'XO OR OX' 'XOX' 'XOX' 0� BUCK DIMS yy a O FIN FRAME1 91 •• ••• • • • • • •• �+ , •• • .••.• •• •.• •.• .•• ••..•.• • • PKODUCtRB Vi9SBD ascemplyingwith lite oFlorida o 7 m0<m o •• • • • Buil' w At IAME moot Dateetom c •• ••• •• • • • •• IF Engr VAD AWlAD t Asti" Dade Prodvel Coaud� FLA PE 592 +79 � STD. MTG. RAIL: H.Q. MTG. RAIL• CAN.35M y LIMIT MAX. LOAD TO ±65.0 PSF • •LNWT MAX.4LOAD0"±80.0 IPSF • NOTE: $ • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE Ea E4 • • ••i •• • ••: . i BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. • •• • • AND FLORIDA BUILDING COMMISSION J X01$ W10-18 •• • •• • DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1/8'ANN.GLASS 1/8'HEAT STREMD GLASS M .� 075'Interlayer 075'Interlayer —So ex CP With PET Core Saflex CP Y/tth PET Core Z By'Eastman Chemical Go.' By'Eastman mlool Co.' 0 a 090"Inter! 090"Interl 1"' Saflox Ctear And Color Gloss Safiex Clear And Color Gloss 6 By'Eastman Chemical Co.' By'Eastman Chemlcol Co.' O 090'Interlayer 090"Interloyer DuPont SentryGloa DuPont SerdryGlas BY'EJ.DuPont De Nemours&Go., Inc.' By'E.L DuPont De Nemours&Co.,Inc.' O M 1/8"ANN.GLASS 1/8'NEAT STRFJV'D GLASS t3 SILICONE �CONEE Q a i GE 1200 tt� N M1 DOW CORNING 995 Y M1 DOW CORNING 995 DOW CORNING 899 i � V _ 5 . O � O N 1WL. E8 a Ell m yt AT 1/4 POINTS ON LITES AT 1/4 POINTS ON UTES +� n WW M7 WIDER THAN 36' W M7 WIDER THAN 36" m N GLASS TYPE 'A' GLASS TYPE 'B' O 5/16"NOMINAL LAM.GLASS 5/16"NOMINAL LAM.GLASS Q LL 1/8"ANN.GLASS 1/8'HEAT STREWO GLASS N 075'Interlayer 075"Interlayer 0 M SaFlex CP Fifth PET Core SoFlex CP Wi01 PET Core � By'Eastman Chemical Co.' By'Eastman Chemical Co.' Z Z(i 1/4-AIR SPACE 0"Interlayer 090'Interloyer 0 95 / SaFlex Cl.And Color Glass 1/4'AIR SPACE Saflex Clear And Color Glass By'Eastman Chemical Co. By'Eostmon Chemical Co.' V o 1/8'ANN.GLASS 090'Intertoyer 1/8"HEAT SIREWD GLASS 090"Interl er O DuPont SentryGtos DuPont SentryGlos By'E.I.DuPont De Nemours&Co.,Inc.' Sy'EI.DuPont De Nemours&Co.,Inc.' 1/8"ANN.GLASS 1/8"HEAT STREMD GLASS SILICONE SIUCONE r�C R m GE 1200 z m GE 1200 a s DOW CORNING 899DOW CORNING 899 Mi DOW CORNING 995 g MI DOW CORNING 995 0'110 aaz3 a0 O oao8 • • • • •• • a EsE9 • • • • • • m a m o M7 AT 1/4 POINTS ALL SIZES • ant/4 POINTssaLLLe9Eas • •• ••• •t • • • •• AIR SPACE CONSISTING OP: i GLASS TYPE 'Al' GLASS TYPE Bl � R: Engr:JAVAD AHMAD 2S PRODUCT REVISED iv 0.70"OVERALL INSUL.LAM.GLASS 0.70'OVERALL INSUL LAM.GLASS CML Lr8.7AL SPACER AROUNDfIan canplytng with the Florida A P£ 711594 THE PERIMETER OF THE GLASS. i:ANi 38 - Building Code • ••• • ••• • • Acceptancallo(4'011b.O7 imtton to 2020 Bx Dagy NOTE: • • • • • • • • • • _ o IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT ATIING • •• •• • •• Miem mlePro6aoLCaroUoj 1 drawing rro. EXTERIOR PLY OF GLASS TYPES *Al' & 'B1' MUST BE TEW&RED. ••• •• ••• ••• 2 . DI W10-18 ••• • sheat 4.f 11 ••• • • • • 11:0•• • • • • • • • • • • • • • •• •• o • • •• •• ••• • • • ••• • • 7A"G"ANCHORSSEEEE ELEV. METAL FLANGE & FLANGE ADAPTOR FRAME 18Y fFOR SPACING I WOOD BUCK 1 TYPICAL ANCHORS SEE ELEV. '<4 " a° eO e E DIST. .- FOR SPACING m r_______ I MIAAD-DARE COUNTY APPROVED 1 G v e..°' a..•, 3 = 1MILLION k MULLION ANCHORS EDGE DIST. SEE SEPARATE NOIj S g a m II 11 IL0 EDGE DIST. I 11 M a 4 Oa, 0 1 I TYPICAL ANCHORS TYPICAL ANCHORS 0{ml� ' 1 i • I SEE ELEV.SPACING FOORR SPACING p5?��«tTTTiii FOR SPACING LL Z JI- 1 C� 2 38'Mures{ WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV.FOR SPACING 2-3/8-MIN., (n ��`I 1,/4a DIA. TAPCON BY 'ITW (Fu=120 KSI,Fy=92 KSI) 0! 1X DIA ULTRACON BY'ELCO (F.-17-1 KSI,FY-155 KSI) O w INTO 2BY WOOD BUCKS OR WOOD STRUCTURES -1/2" MIN. PENETRATION INTO WOOD z N o '' o WHEN usEO THE MIN.ywoo BucK THRU 1 BY BUCKS INTO CON V)OR MASONRY 3;: N M W ' DEPTH SHALL BE Or.THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O 3M n DEEM IrlEa BEVELED 1 ODBUCKS IS DIRECTLY INTO GONG. OR MASONRY Z z, 1-1/4" MIN. EMBED INTO CONC. OR MASONRYPERU k+ #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) a o g (at INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=.090' O INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $i e TYPIM EDGE DISTANCE ita a1 INTO CONCRETE AND MASONRY = 2-1/2" MIN. m INTO WOOD STRUCTURE = 1" MIN. • iMe j INTO METAL STRUCTURE = 3/4" MIN. 1 I I WOOD AT HEAD, SELL OR JAMBS SG m 0.55 MINN, 0 9 0 CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. 4 0 F a 1 I • •• • • • •• C-90 HOLLOW/FlLLED BLOCK AT JAMBS Pm m 2000 PSI MIN. `8 © o . . . . Engr.JAVAOAHWO PRODUCT'REVISED .� FIA PE 8 70592 a°complying wild the Florida a a a .e GA!r. 59 Be I=1 -o9ts.oy S k h s =i: '•li I .••e •i.' • • i�[No. 2tIZ0 EDGE ISI. e .d •' •• • •• • • ° •' TYPICAL ANY9IOR5 j $• 1 1IIPICY.ANCHORS • • • Mt duct atroY"j, drawing no. v. ley SE scrim .'4• :•.•$'. •` • I FOR IND ((��.! W10-18 } WAD BUCK sheat rj of 1 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 090 0 • FLANGE & FLANGE ADAPTOR FRAME ,Mori 0 1/4'MAX. BUCK WIDTH 1/4-Imo• o SHIMS SHIMS Z 3 TMM ANCHORS vENr xTDTH VENT vnorH FLANGE ADAPTOR FRAME FOR SPACING TP. e g H --- — — — -- T/2 O $ h I V4v - _ - WOOD 8 K 00 4 m a .{ -SCREENS OPTIONAL � -- _ � .._.._.._.._.._.._.._.. WOOD STRUCTU dJ _ -.. U .._. ,BY WOOD BUCKS XOX LAYOUT EXTERIOR TYPICAL ANCHORS D.L.aPG. SEE ELEV. FOR SPACING 2 MAAR-DADS COUNTY � APPROVED MULLION 8 &MULLION ANCHORS n SEE SEPARATE NOA BUCK WIDTH BUCK'MOTH O ALTERNATE E3 O SWEEP LOCK G 1 OPTIONAL N f" -T SPRING LOCK 0 m n I TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING g 4-MAX.1 / BUCK WIDTH 1/4"MAX. B \ SEAM l SHIMS VENT WIDTH fS TYPICAL ANCHORS 40 ' U © TYPI AL ANCHORS SEE ELEV. SEE Qty. FOR SPACING FOR SPACING .;o.. /4. ,oG c 8 d E __ ___ > •• • • • *r • INTALLATION DETAILS SHOWN ON PAGES 5 --- i . ••i • s► o AND 6 APPLY TO BOTH FLANGE FRAME AND METAL . • • . FLANGE ADAPTOR FRAMES. STRUCTURE • • • • • o LT3 PTIONAL • • • �•• E4V JAVDAKMAD PRODUCT REVISED f s --- _ es rnfdplyid5 with//dte Florida ._.._.. - — A.M. 7_0382 Aeeeplmrn /+i•oqlr?.Q77 EB • •• • •• ••• IBYwrooD BUCKS IB: raion Date X1020 9 • .: E*ERIO�2y XO LAYOUT •• • • • . y.,•.< z i �LIIadi �- -- drawing no. .•• .. i:; °;'� 015 W10-18 sheet 8 of�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 'E"L""C"°� EQUAL LEG FRAME SEE ELEV. METAL STRUCTURE 18Y FOR SPACING - WOOD BUCK TYPICAL ANCHORS O SEE ELEV. 1 MULLION & MULLION ANCHORS 1 3 'e . - FOR SPACING o 11 MIAMI-OADE COUNTY APPROVED 11 Z '"d a ` •EOG@'DIST:' t l MULLION&MULLION ANCHORS 11 O za 4 - a SEE SEPARATE NlY3 jl e + EOG DIST. e w I I EDGE 11 F S a ::;. .-• .:.... • jl DIST. 9 fig^ o ....;:...:.:.... 1 C f: �I 11 U Old TYPICAL E3 N lu j�$ E7 TYPICAL ANCHORS SEECALEV HORS OD 4 t>6ni-c p FOR SPACING FOR SPACING W EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES a TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. ' SEE ELEVPAC. ' FOR SING 2 3/8'MBI. a 4 1/4>MAX BUCK WIDTH SHRdS At A n t of 2-3/8'MIN. � O w \ N o O ---- ' R p WHEN USED THE MIN.WOOD BUCK Z Z c _.._._.._.._.._.._.._.._.._.._.. DEPTH SHALL BE 234'.THE USE OF MIAMI-DADE COUNTY 3 0 t DEEPER OR BEVELED WOOOBUCKS IS APPROVED MULLION W 3 PETTY• &MULLION ANCHORS —U' p EB SEE SEPARATE NCA U.-•m BUCK WIDTH DUCK WIDTH a 1I E7 1 II M9 1- a 1'33 l[l d 13••• • • • • • B 'TYPICALANCHORS• •• • • • • SEE Et".FOR SPACING • • • •• ••• I • • 'JAVAD AFaJAO PRODUCTREVISED FLA,PEAL 70592 m complying uilh the Florida ae aL 35M Bdlamgcode 14f /9 g ..y.,.•.;:..::.•.�`:.,'..M1 ,° ° q A. Acceptmco No rXj 8 ;3 1 •;•.*:^'•;i�`i - 01 :�:v .•. Ph ration Date •• •. il w 5 Dade Product Control drawing no. tev AL CHORs' .e •.•,-. ••. ! Fla WOOD BUCK FOR SPACING ,•A sheat 7 Of�� ••• • • • • ••• • • see • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE DTUS.ONLY rMCAL ANCHORS EXT.OR INT.FINISHES oR E,„� FIN FRAME X4-M a NOT BY CGI o_ s Z p� Q HOUSE WRAP TYPICAL ANCHORS: SEE ELEV.FOR SPACING �p g � NOT BY CGI 0 �i v #8 SMS (GRADE 2 CRS) IL Q2 t INTO 2BY WOOD BUCKS OR WOOD STRUCTURES E3AACKB 1-1/2" MIN. PENETRATION INTO WOOD (�e g&Qa 0 I , aNa3� L I , I. i N � I M 11 � V l.7 t+1 WOOD STRUCTURE 1/4•MAX. BX. BUCK VADTH 1/4'MAX O - CAP GAP qj (V p 1/2•MIN. 1/2.MIN. N a tV $ in zz Eta .3 BACKBEa o CAULKING 1 SCRMS � EB i3 Fb1 TiOUSE WRAP c 1 NOT BY CGI a 1 EXTERIOR 1 •• ••• • • z ••• • • ••• ^$ i E2 • • • • • • �g<m� 82 • • •• • • • • • eA.cKBED • •• • • • • ••• • CAULKING • • • • • • • • • c En9n'WVADAHMAO PRODUCT REVISED FLA.PCIVIL B 7592 w emplying with Ria FIwWa HOUSE WRAP CAN.3SJ8 "2"18 ca', l4-a4/5.a7 NOT BY CGI / gg • ••• • ••• • • ExpOelion Date_ 11 d 1 1 2• \c�1 i • i 0.: i •• •• • • •• • • •• • • Nllam�A&Pmdaal C Browing no. TYPICAL ANCHORS ••i s• ••• •e• ••• ••• JA ��g W 10-18 SEE ELEV. FOR SPACING Sheat 8 Of 11 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ITEM PART @ QUANTITY DESCRUYTION MATERIAL MANF./SUPPII2R/REMARHB tom,g E7 CGI-100 - FRAME JAMS®FIXED GLASS 6063-T6 001 EXTRUDER l� CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CGI-102 - FRAME HEAD 6063-76 CGI EXTRUDER z • J E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER d E5 CGI-lG4 - LOCK RKL 6063-78 CGI EXYRWER P a1 E8 001-105 - HANDLE RAIL 6063-T8 CCI EXTRUDER 0' v E7 CGI-106 - SASH RAIL 6063-76 CGI EXTRUDER Q E8 001-107 - 5/16"GLAZING READ 6063-TS CGI EXTRUDER E9 CGt-108 - 0.700'GLAZING BEAD 6063-75 CGI EXTRUDER E10 CGI-109 - FRONT FLANGE ADAPTOR 8483-T6 CGI EXTRUDER n S Ell CGI-110 - NAIL FIN ADAPTOR 6063-T8 CGI EXTRUDER E12 CGI-135 - TF FRAME JAMB®FIXED GLASS 6063-T8 CGI EXTRUDER Q C E13 CGI-136 - TF FRAME HEAD 6063-76 CGI EXTRUDER 03 K E14 CGI-139 - TF FRAME JAMB 8083-T6 CGI EXTRUDER 8 E15 OGI-140 - 1"MUNTIN 6063-75 CGI EXTRUDER E16 CGI-141 - 2.5"MULLION 6063-T6 COI EXTRUDER y3 E17 CGI-605 - SCREEN FRAME 6083-75 CGI EXTRUDER a E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER a E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER m E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER n E22 CGI-138 - IF FRAME SILL 6063-T6 CGI EXTRUDER u°( E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 OGI EXTRUDER O M1 CGI-382V - GLAZNG BULB VINYL(OUROMETER 75-80 SHORE A) PVC _ s Lo M2 CGI-711 - SCREW COVER(OPTIONAL) PVC - &1 M3 CGI-112 3'® ANCHORS EQUAL LEG COVER/SHIM PVC Vl LO M4 - 0.700'X 0.040'BEAD GE7200 SILICONE SILICONE GE � M5 - 0.700'X 0.040"BEAD DOW 995 SILICONE DOW .9^ t c,,;;m U N MB - 0.700'X 0.040'BEAD X19 898 SII1rX)NE DON' Z Z i M7 - 2/LTTE SETTING BLOCK EPDM DURONETER 80t5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. PVC = CI S M9 684 - ROLLER TRACK M10 CGI-128 2 PER SASH ROLLER HOUSING_ NYLON - Mit W2320ING PILE NBUt CENTER FIN WOOL ULTRAFAB OR EOl1N. M12 Cd-129 I PER SASH EGRESS LOCK ALUM, I SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAR.END CAP NYLON M&M M14 391-N t PER SASH ANEUFT BLOCK NYLON M&M MIS I - OPTIONAL RETICULATED FOAM 30 PPI _ _ c I A MI6 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUN. R M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUN. u MIS CGI-132 2PER WD.2" SASH STOP PVC PROTOTYPE $ MIS CGI-111 ®m HEAD SCREW COVER PNC PROTOTYPE M20 CCI-125 2PER SASH SASH CAM(S/T BALANCE) NYLON M&M M22 - VARIES W-FLO WEEP COVERS PVC AMESBURY OR EQUN a$o S S2 - 2 OR 3 PER CORNER g 10 X 1 1/4"LG.PHL.PH.SMS. ST L - S3 - 1 1/4'EMBED. g 8 X 1 1/2"I.G.PHL.PH.SMS.FN AN.HOR SCREW. .. • • •- • - �� S4 - 4 PER WD. g 8 X 1/2"1HI.SMS.ST/ST BALANCE 6Rk SC ` .- o SS 2 PER WD. g 8 X 1'L0.FTI.SMS. ST/ST.SPIRAL S•A76SEMS00 0 .. • •- •• _ Ear.MAD AHMAD PRODUCT REVFSISD ' g 6 X t/2"I.G.FH.SMS.®CGI-133 &CAM LOCK CIVI as canplying with the Flotilla v s8 - 4®M.RAR. g 10 X 4'LG.PHL PH.SMS. ST/ST.ASSEMBLY MEETING RAIL - - FLA.PE enildiag Codn i5 S9 - 2 PER ANTLLffr g 10 X 5/8"LC.PHL.PH.SMS. ST .ANTI EW a ALA - -• CAN., AaeP I Date BY f 4 09F5�rO • • • • • • • • • yv •• . • •• • • •• • • IBtyaladePmetict 29 } drawing no. .. . . ... . .. . .. . W10-18 sheat 9 of 11 • • • • • • • • • • 2.440 2440 2.113 •490 .120 .065 �� g ' 1.015 .�_ .050 TYP. .708 A50 TYP. Z 2.101 1 1.301 7'o 1.650 0 2.848 085 T� 1.801 A65 I .884 .884 �. J fe I IYP. 2346 IYP. 1.220 1.007 Jj•--.Tr�- S i4 a 6 A50 � O 5/16' GLAZING BEAD E9 .700' GLAZING BEAD 065 1395 1.155 7.155 1w• C II 1.449 A 1.075 {�- 1.Oi5 1.368 .745 Ett NAIL FIN ADAPTER 1395 (Y7 OEf3 p E4 1 .780 293 Q FLANGE FRAME HEAD O FLUSH FRAME HEAD Q MEETING RAIL 1.496 r T O a a 1.015 •0� .O6o 1.015 FfrTyp. 7.788 '0� 1.473 04 W� 1.140 7.140 V'1 Fggg'g 2.'ea 1255 u3 FLUSH FRAME COVER O SCREW COVER :� g 1.01 � L220 I Q epi LL�� IL 080 .065 4.430 7YP. 3.930 065 TYP. 2.885 3.185 �' 1.043 I 3.685 2.885 a OLOCK RAIL E19 SILL FILLER <n 7.788 1.450 .180 N $ P:N o 2.440 2.440-I •SL 'OSO �)N�-'r�11 O E22 FLANGE FRAME SILL E2 FLUSH FRAME SILL 10165 Z z TP 1.220 2.737 2.737 O FLANGE ADAPTOR 3 0 .065 .065 1.043 7YP. tm. E21 ALT. LOCK RAIL 2.5105 2.613 2.S05 2.6131 M2 .065 tc� t7yp.. 0 1212 1.000 .991 .500 .991 2195 0 3.237 2737 1.015 Eta FLANGE FRAME JAMB (MOVING) E't6 FLUSH FRAME JAMB (MOVING) fI -y .911 .811 -^I 1.04*3_ • a F • E6 •• 44�O4 • • •• • a$ C Q 0 U 625. R 250* 2x05 .085 TYP. 2.505 .065 TYP. • •• !•-•-r•• • • Engr:JAVAD AKW i I CML PRODUCTREVISED iS FIA.PE!70342 os cornplyUig�ti8r tiw Fbride S �" 1.013 1A15 1.395 CAM, 538 Bolding Cab iS Aaepimtt No • • • ret 1 •!• !:• i4i ! • rationDrae 1.000 .500 • • • • • • • • By •• • •• • • • • • JA x'� Mten o uG trol drawing no. f.745 1.245 • •• 1.075! • ! • • E12 E1 R •• • ��lO i$ O FLANGE FRAME JAMB (FIXED) FLUSH FRAME JAMB (FIXED) •.• U SASH•• RAIL* 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V.V 3 S2 M �o I 0_ 0 c 6 0` 81 fll FRAME TOP CORNER Y s � � N VENT TOP/BOTTOM CORNERS S2 O L no �n$ / R 0 3n a z2Ej / 3 C, 0 O_ ) � o c6 o R luld •Roy O_ •• ••• •• • • • •• FRAME BOTTOM CORNER Ergr..IAVAD MWd PRODUCT REVISED On os complYiuB with dre Florido 1 � FL6 PE 70992 Buildh*Coda d • Aa e— 0 No t • ••• • ••• • • Bxy(Tation Dat.t4 �QD § t • • • • • • • • • B7 0 •• • • •• • • •• • • Mi ado Product Con drawing no. •. IA 2 2 .FIXED MTG!RAR CORNER •• • •• • W 10-18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . s MIAMR ADE h'IIA&II-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govieconomv CGI Windows&Doors 10100 NAV 25tn 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 Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. 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 as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. 0690 DESCRIPTION:Series"Sentinel 130"Aluminum Fixed Window—L.M.I. . ...... APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Atum•Fixed Wh:(?b v ' (L.M.I.)(S.M.I.)",sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revisiolI'=ated 07/11714,' ""•' prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,beariri�the Miami-bade :•••• County Product Control Revision stamp with the Notice of Acceptance number an�i� piratioi;datg�by the , •••• Miami—Dade County Product Control Section. ...... • . . MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •• •• •.. .••• * ....0000• •• LABELING: Each unit shall hear a permanent label with the manufacturer's riani® or lobo,city, state= • model/series, and following statement: "Miami-Dade County Product Control Approved", ulMs;therwije noted herein. """ RENEWAL of this NOA shall be considered after a renewal application has been filed and there bias 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 matVrials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 11-1031.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0731.05 MIAMI UAbE COUNTY Expiration Date: September 22,2015 ApprovalDate:Date: October 16,2014 lo 1 Page 1. CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I:) (S.M.I.), sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision E,dated 07/21/14,prepared by Al-Farooq Corporation,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 along with marked up drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-0103-10,dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA Nv.10-0510.13) 0000 . . . •006 000..0 C. CALCULATIONS ee • 0•ee• • 1. Statement letter of conformance, complying with FBC4'Vdgibh (2014y,add of 1180 0" financial interest, dated July 18, 2014, issued by Al FaroogTotp*oration, signed ajd•••: •000 .. sealed by Javad Ahmad,P.E. 0••.•0 046* .e••. 2. Glazing complies with ASTM E1300-09. 0000.. 0000 0000. • . . .• .• •. . 0000.. . D. QUALITY ASSURANCE •"•" 1. Miami-Dade Department of Regulatory and Economic Resources ME R): 0•:• 9000:0 • . E. MATERIAL CERTIFICATIONS 00 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentiyGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex IIP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. %wr,f jF Mauue ere P.E. y,. Product Contr l Ex icer NOA No731.05 Expiration Date: September 22,2015 Approval Date: October 16,2014 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t' Edition (2014), and of no financial interest, dated July 18, 2014, issued by AI Farooq Corporation, signets and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10,issued by Hurricane Test Laboratory,LLC,dated March 30,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.13) G. OTHERS 1. Notice of Acceptance No. 11-1031.06, issued to CGI Windows & Doors, for their Series 11130 Sentinel" Aluminum Fixed Window — L.M.I. approved on 01/12/12 and expiring on 09/22/15. 0000 0000.. . . • .. 0000 0000.. .. . 0 000000 0000 . .0000. 0000 .. 0 0000 . 00 .. 00. . . 0000.. 0000 0000. 000000 . 0.. ...... . . . 0 0 0000.. 0000.. 0 0 . .0000. 00 0 00 0 Ile ' r-, lV Mandel Yerez,P.E. Li Product Contro Exa finer NOA No.1 31.05 Expiration Date: September 22,2015 Approval Date: October lb,2014 E-2 . t. 49' 48' 49' Lm __ V c5i RANGE WIDTH BUCK YAM FLANGE WIDTH � o D.L.OPG. D.L.oPc. TYPICAL ELEVATIONS o m b.L.OPG. 6'MAX. 18'MAX. T8, HEAD/SILL A SHORTER Al CMgk /8• CORNERS SIDES m t j ANCHOR SPACING SHOWN HEREIN APPLICABLE g i S/4f Naz TO FLANGE AND FLUSH FRAMES. d 1Cuu o SEE.SHEET 1.1 FOR FIN FRAMES. Q•p �Q I II II II -�In C1 I II ii� a 11 II it LIZ _1) II 0�' n n u u m � u ❑ ad n u n n u ii u n n n u u ___JL-----11---- --- IL-----1L___ 8g' ---n u BUCK HEIGHT t I� � D.L.OPG. 6 6 11 11 fl / 11 11 / 11 0 ____ • x O _;___IL-..�-_.11_---_ j� O _.JL___:_1L____ m --Ir-----TI----- w --Ir-----•Ir••---- w w --Ir------rr---- 1 J u ll Y u u o -! u n L o LS yes ri u v ' o o u u o I n 'CG II 11 � 11 11 � II 11 u u u n u n S�O�• -i u u fs =-=Tr-----Tr--- zo --Ir-----rr--- Bio =-- Ir-----rr--- u n p a tt o rn II a ii u ii w II 11 r"' tl 11 �J 11 II II II p m 'll 11 I7 11 II II Fz ===-tt'===-n----1/-==='1} Z (n I I' II II II 11 II p 11 II p/- II II W 11 II It II II II Qp�+ O II II p/i II II M 11 11 11 II II (� 0 11 II /_ II II 0 V5 B B3 B7 u i " rn FALSE MUMWS 17'MAX. z Z 2!L (SURFACE APPLIED) �.. AD/S�l SHORTER CORNERS - STRAIGHT SIDES CORNERS SIDES SIDES 3 p FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME o I.w�WIDTH�I � U�f wlNl l WIND,_ OW WIDhI_, � WINDOW WIDTH WINDOW WIDTH_, SERIES 130 SENTINEL ALUMINUM FIXED WINDOjY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I I I I I I CHARTS SHOWN ON SHEET 2. I Z c 'APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 3` 3 ; I I 3 I I Ni P-P- OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY L APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS WWI I WINDOW WIDTH 5wN00W WIDTH W._WIOT�t, DAYLRE OPENINGS: W BETWEEN. 1 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL oiLij, D.L.O. HEIGHT = BUCK HEIGHT - 3.00` WILL APPLY TO ENTIRE SYSTEM. r— , — —— —— —— D.L O. WIDTH = BUCK WIDTH - 3.00` o o^^ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE •• �A• • + • • I %i LAM. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 3 • • • Y • ; INSULATING LAM.GLASS g<m o W HURRICANE ZONE(tiVHZ). LARGE MISSILE IMPACT WOOD BUCKS r�oDTttE s7RUCNRE MUST BE ANCHORED PROPERLY 10,TRANSFER ••• 000 •.: ••• : i ••• SMALL MISSILE IMPACTANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON OETAILS,ANCHORS E�Fr CML PRODUCT REVISED R EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. — Pt�E as complying with ft Rmide c ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. C.Alstl 7g5s4 BBuHdhlggcoAccepl��/(j.Q `0� ' NOT PART OF THIS APPROVAL.- ••• SR"RS ARF,RQJ RL'dblED, •••0 ••• ,��.' Dei w I;,•t, i_lTJ�S O A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLT!•• • • • ZQj4 Mismi ProduciCa drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STE AL SCREWS,THAT • ALL LO''A�''S.,1•tFO Ri�TE HOWN ABOVE OR SttdILAR CAN BE I� !' COME INTO CONTACT'WITH OTHER DISSIMILAR MATERIALS SHALL'MEET THE ••• ��Ig�.lu8 iR��WITHIN SQUARE OR RECTANGLE AS p 1 t� W O—OZ REQUIREMENTS OF THE FLORIDA BLDG. CODE. SH N W 00 LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. L' street 1 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 48' 48' _ 48' . BUCK VADTH BUCK WIDTH BUCK WIDTH TYPICAL ELEVATIQNS � f D.L.OPG. D.L OPG. D.L PPO. _0 3 HEAD/LL STR7J't'HTo �.'kq�' CORNERS SIDES e 0 yyRVE-0 O a SJ 9 llf c0i 10 a v C ii ii ii ii tO $ 11 ° �4 11 11 - II II 11 11 11 11 11 II II 11 q 11 II 11 11 IL___—_1II II 1____ _ IL------i_--_ 18' It BUCK WIDTH Z n /� u � u /� a D.L.OPG. el F u u u n n % m S O __-_JL__._-11_____ 'm x O _� w Y J -----Ir------fr---- w J it 11. U O II II m iSe II II m II 11 CG .y-.. II 11 � IV II It II II II 11 1I _ Sid N -- 11 11 0� 11 II u D --- BS u n n n u II n u u u ° uo ii ii ii * =_ ===te----------- It -------- It. - Z m^ It n u 11 II tJ n u� n u x _= yx o u n n/. u n p R u u —'_" .t.=- & J n n Ili/ n u p .4 LLI I Nn . FALSE MUN I NS 8'MAX. 16'MAX. jG;o(SURFACE APPLIED) - i6"MAXCORNERS' ZTRAIGHT .HEAD/SILLSIDES. CORNERS SIDES O FIN FRAMES OPM ALTERNATE SHAPES AS SHOWN ON SHEET t ALSO AVAILABLE FOR FIN FRAMES U $� c•:„3�vi'd� • • • • • • • . • C 6 m U O W Engr.JAVAO/AHMAD PRODUCT REVISBD ?G `C,A, 3S3B»882 Banding Code th 0.Fbrlda • ••• • •o• • • / .L Accap� Palela p' •• • • •• • • •• • • �r )�. mium a Pm4al drawing no. •• ••' 0.0 ••' '•' -'DCT 2D34 W 10-02 aheatl.lof 6 ••• • • • a ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PEP DESIGN LOAD CAPACITY-PS? f^-' �mm g PLANGE DDAS. BUCK DIMS. GLASS TYPES'C'&'Cl'DIM TYPES'O'&'DI' FLANGE DINS. BUCK DIMS. GLASS TYPES'C•&'Cl'Ulm TYPES'D'&'Dl' I WIDTH(,Y)LENGTH(L)WIDTH(W)LENGTH(L) FM.(+) 1M.(-) EXT.(+} IM.(-) WIDTH(W)LENGTH(L)WIDTH(W)LENGTH(L) I7(Tj+} 1M.(-) --(+) 1M.(-) 24' 23' 80.0 80.0 80.0 80.0 24' 2J• 80.0 80.0 80.0 80.0 L g JO" 29' MO _ a" 80.0 80.0 30• 114" 1• 113" 804 80.0 80A 80.0 �, h• 38• 3S" BOA 80.0 80.0 80.0 36" 35' 73.0 73A 80.0 42' J8' 41' �. 80.0 80.0 80.0 80.0 1 41• 40' 61.4 61.4 80.0 80.0 48" 4Y 80.0 80.0 80.0 80.0 24" 23' 80.0 SOA 80.0 80.0 3 i�fii A ,d 54• 53" 80.0 80.0 80.0 80.0 JO' 29• 80.0 80.0 80.0 80.0 GX7 n 60• 59" 80.0 SOA 80.0 80.0 1. 120' " 118' 72.4 72.4 80.0 80.0 a iMrt 61' 80' 80.0 80.0 80.0 80.0 39 38' 65.9 65.9 80.0 80.0 p O.IQ.g 24' 23' 80.0 80.0 80.0 80.0 24" 23" 60.0 80.0 80.0 80A WfM AND LENGTH ODAENSIONS CAN BE ORIENTED (� OD 30' 1• 80.0 50.0 80.0 80.0 30 121' 29• 120' 80.0 80.0 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Q 36° 35 80.0 80.0 80.0 80.0 3fi' 35" 72.3 72.3 80.0 80.0 {{,y��QQQ� 42' �. 41' 47. _ 70.2 702 80.0_ 80.0 39• 38' 65.8 65.8 80A 80.0 I Z I 1 0 48' 47• 61.3 61.3 80.0 80.0 Itl )4' P. BUCK DIALS �• �-� 54' S3' 61.3 61.3 80.0 80.0 60" g9• 61.3 613 8&0 80.0 61• 60• 61.3 813 80.0 80A DESIGN LOAD CAPACYfY-PSP v 24" 23' 80A 80.0 80.0 80.0 FLANGE DIMS. BUCK DINS. GLASS TYPES'C'&'Cl'GLAS9 TYPES'D'&'Al' FLANGE FRAME 30" 29' no 80.0 80.0 80.0 WIDTH(W)LENGTH(L)WIDTH(W)LENGTH(L) 170.(+) 1M.(-) EXT.(+) IM.(-} 36" 35• 80.0 80.0 80.0 80.0 19-1/8• 18-1/8" 60.0 80.0 80.0 80.0 FLANGE DIMS- �'+I 42' SO. 41• 59. 70.2 70.2 60.0 80.0 28-1/2" 25-1/2' 80.0 aoxo 80.0 BOA to 48" 47' 61.3 81.3 80.0 80.0 37' 28' 3G' 25• 80.0 80.0 80.0 80.0 BUCK DIMS q O 54" 53• 543 54.3 72.5 72.5 49• 47' 80.0 80A 80A 80.0 Yf 0 w 60' 59' 48.8 48.8 65.1 85.1 53-1/8' 52-1/8' 80.0 800 80.0 60.0 s 61" 60• 48.8 48.8 65.1 65.1 61' 80' 50.0 80.0 80.0 �A 24' 23' no 80.0 80.0 80.0 18-1/8" 18-1/8" 80.0 80.0 80.0 80.0 N F.t Let IF EG FR4ME � �O 30" 29' 80A 80.0 80.0 80.0 26-1/2• 25-1/2• 80.0 80.0 80.0 80.0 �N 36• 35' &IA 80.0 80.0 80.0 37" 36' 80.0 80.0 80.0 SOA z1 Q 42• 41' 71' 702 70.2 80.0 80.0 48" 47• 77.1 77.1 80.0 80.0 BUCK WMS Z Z N 48' 47' 613 613 80.0 80.0 53-1/8" 52-1/8• 77.t 77.1 80A 80.0 $ s4' 53' 543 54J 728 728 61' SO• 77.1 77.t 8oA 80.0 so' 59' 48.8 48A 65.1 65.1 19-I/8' 18-1/8• 80.0 8a0 80.0 no v a 61• GO" 48.0 4&0 64A 64.0 26-1/2' 25-1/2• no > .0 80.0 80.0 FIN FRAME 24• 23" 80.0 80.0 80.0 80.0 37' . 3r 80.0 no 80.0 80.0 30' 29' 80A 80.0 80.0 80.0 48' 4J" 813 81.3 80.0 B0.0 BUCK DIMS 38' 3s' 78.2 782 80.0 80.0 gs-t/e' 52-1/8' liBA saA n.a 77.a $j 42' 41° 70.0 70.0 80.0 80.0 61• 80• 58.0 8&0 77.4 77.4OF 48' Be 47' Sr 613 613 80.0 80.0 75-1/4• 74-1/4- S&0 58.0 77.4 77.4 O S4° 53• 542 643 728 72.5 93-3/4• 92-3/e 58.0 SILO 768 768 FLANGE ADAPTOR pp g8• 55' 52.4 524 69.8 69.8 19-1/8• I8-1/8" 80A 80A 80.0 80.0 g F 24° 23' 80.0 &I.0 80.0 no 26-1/2• 25-1/2• 80.0 $0.0 80.0 80.0 r FLANGE DIMS- 24" J 5$5 3p' 29" 80.0 SOA 80.0 80.0 37• 36• 80.0 BOA 80.0 80.0 3g' 9r 35" �. 75.8 788 80.0 80.0 48' �" 47• � 613 613 80.0 80.0 to 0 0-�a 42• 41' 55.2 652 80.0 80.0 53-1/8" 52-1/8' 55.3 553 737 73.7 NOTE: C o K o o� Ei- 48" 47' 60.8 60.6 Ii0.0 80.0 fit• 60" 48.0 48.0 84.0 84.0 GLASS CAPACITIES ON THIS SHEET ARE i $Sod 6 a9" 48' 598 59.6 aoo SOA 73-1f4• • • 7a/-h a" • a&s ses 61.9 StA BASED ON ASTM £1300-09 (3 SEC. GUSTS} 24' 23' 80.0 no SO.O 80.0 t9-t/a• •• t6-11w • • 80.0 80.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION �- �• eo.o BILA eo.o no ,/2• • • t •• so o �A aG.o eao DECLARATORY STATEMENT DCA05-DEC-219 0 • • -`_• • 7E"":�rilAVADAHWD PRODUCT REVISED36• 102• 35 101' 74.6 74.6 60.0 80.0 • 3T'•• ,*• •8 • 7&9 78.9 80.0 80.0 76 15' os cwnplying with Gro Fbilde 42' 41• 65.7 65.7 80A 80.0 48• 47' 613 613 80.0 80.046 45" 593 593 80.0 80.0 53-1/e• 52-t/8• 553 553 73.7 73.724" 23' 80.0 BOA 80.0 80.0 6' 48A 48Ay�nA 80.0 80A • • • • • • • • pgI Dodo Prodeet d'•0 38• lob' 35' ,OY 73.8 738 80.0 80.0 • A. 'V4.%TD BF.AS�Sl:g I & 1.1 W10-02 42- 41• 624 62.4 80.0 80.0 .. CT I Yi 201A 44' 43' 58.1 59.1 80.0 60.0 •• • •• • •• • 1 J sheet 2 of 6 !I • • • • • • • • • • A. • • • • • • • • •• •• • • • •• •• ••• • • • ••• A. • v U • 3/16'-ANN..CLASS 3/18•'HEAT STREWD GLASS •075 'Scflex CP–Saflex cod Saflex HP .U75''Softex CP–Soflex and Soflex HP 3 CompdsItes Class Intedayers With PET Coro' Composites-Gloss Intariayars With PET Core / by.'Eastman Chemical Co.' by Eastman.Chemlcat Co.' f Or Or a .090*.'Saflex dear and Color Glass instrlayers' 090"'Soflex Clear and Color Glass Inetrlayers' g a by'Eastman Cherrdcal Co. .b1r'Ecstmon.Chemical Co.' d LGuI Or Or 090''DuPont SentryGlds Interloyer 090":DuPont Sentryolas Interloyer by E.L.DuPont DeNemours&Co. by E.I.DuPont DeNemours&Co. O n 3/16"HEAT STREWD GLASS 3/18"HEAT STREWD GLASS C p SILICONE SILICONE $�<g CE 1200 GE f200 Q i DOW CORNING 899 m DOW CORNING 899 III DOW CORNING 995 1 II DOW CORNING 995 ya' pJ Z el i M E3 II II M E3 II II O W f F 11 11 1 I I 0 1 I I I 11 II it II 5 V1 O O M5 AT 1/4 POINTS ON UTES hal M5 AT 1/4 POINTS ON UTES v m WIDER THAN 36" WIDER THAN 36" n GLASS TYPE 'C' GLASS TYPE 'D' 7-116'OVERALL,IAM.GLASS 7/18'OVERALL LAM.GLASS Ow (L.M.I. & S.M.I.) 3/16"ANN.GLASS 3/16"HEAT STREWD GLASS .075"'Soflex CP–Saftex and Saflax HP .075"'Safi"CP–Saflex and Soflex HP Q n Composites-Gloss.Interloyws With PET Core' -Compooftes Class Interloyers With PET Core' m 3/8'•AIR.SPACE by..'Eostmon Chemical Co.' 3/R'AIR SPACE by'Eastman Chemical Co.' Z Or 1 16'HEAT-STREN'D(LASS 090'ISgflex pear and.Color Glass lnetrluyers' -090"'Saflex Clear and Color Claes Inetrlayere O g / by'Eoetmon Chemical Co.' O'Eastmon Chemical Co.' U Or 3/16"HEAT STREWD(LASS nil M 080"'DuPont SentryGlos Interloyer 090"'DuPont SentryGlas Interlayer by E.J.DuPont DeNemoum.&Co. by E.1.,DuPont DeNemours&Co. SILICONE 3/16°HEAT STREWD GLASSE 1200 3/18'HEAT STRFN'D LUSS GDOW CORNING 899 y� R1 DOW CORNING 995 SILICONE SILICONE 5 >F I I I GE 1200 GE 1200 'd WC II 11 II €R 1 II filow CORN NG 899 € DOW CORNING 899 DOW CORNING 995 M II II n o Z I I DOW CORNING 995 1 72 i I I � 1 I I 4 I I.._.II 11 u 7��•• xgK Ml 11 II II \ Ml II II iI I::ice I I B$R 3 M II II M II 11 11 II 11 II. 1 II E4 II-I1 1 E4 II—II I I SILICONE GE 12000 0 r `— DOW CORNING 899 o e �I rry�d e C a _ DOW CORNING 995 G $S a S OPTIONAL GLAZING DETAIL .. M5 AT 1/4 NTS ALL SIZES •• •• •• • • • AT 1 j4.P NTS ALL SIZESGLO • • • • • • • • . AS5 TYPES 'Dl' 'Cl' & o ' GLASS TYPE 'CI &A96' •• ••• •• •- WW;11' Engr.AWAD AHMAD PRODUCT REVISM. r 1"OVERALL INSUL LAIL GLASS (L.M.I. ONLY) +'OVERALL INSUL,LAM.GLASS -W�, ,92 Dw W BCnas ilb the FLortdo = • • • • • • • • • • ,. o (S.M.L) ••• i • ••i •• • ••i i i j'± / A alb pm&,i'coatfot drawing no. IN ORDER TO QUALIFY FOR !N%�ISSI&IMPACT AN�•• ••• ••• t Q 4014 � W1 0-42 EXTERIOR PLY OF GLASS.TYPES C & 01 MUST BE TEMPERED. �,� sheet 3 of ... . • . . .•. . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS f'c -3000 PSI MIN, V TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/FlLLEO BLOCK AT JAMBS I'm 2000 PSI MIN. �� 4 THESE DETAM ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = I" MIN. � INTO METAL STRUCTURE = 3/4" MIN. INSTALLATION DETAILS THRU 1XINSTALLATION DETAILS THRU ZX INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a FLANGE FLANG TYPICAL ANCHORS FLANG I/4"MAX. FLANG a SEE ELEV. SHIMS 28Y WOOD 8= STRUCTURE SPAI:ING METAL STRUCTUREQ a li 71 °WOOD STRUCTURE TYPICALSEEHORSELv GY O 1�7I M2 FOR SPACING °v.•�. M2 SERE ELEVANCHORS d1 a 1 FOR SPACING 3 n. a O 1 \N O 0 ��tot N E1 i n)4�— TYPICAL Et �•TYPICAL A1fCHORSM2SEE ELEV.18Y FOR SPACING 1 it qWOOD BUCK £1 1/4'M0U . oSHI EQUAL LEG EQUAL LEG EQUAL LEG M a, EQUAL LE328Y WOOD BUCK .•> M2 USTRN UCTURE O11 °WROOD STRUCTURE C 1 TOM& 0 SEE ANCHORS V. 9C,- FOR SPACING52 ANCHORS . d 0 SEE ELEV. FOR SPACING 'a ° E3 •e c gg3�yq$�{q$�yq$1^�. .rD . D• AppCH�iS It 1 M2 SEE E \ o06t3 B` L AA ' ' 7 SEE LEV.° � �t II TYPICAL ANCHORS `o FOR SPACING III[ SEE ELEV. FOR SPACING WOOD BUCK WOOD BUCKS AND METAL STRUCTURE NOT BY CCI WOW. o a g d g •• ••• • • • • • •• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM °c a m u o W TYPICAL ANCHORS: SEE ELEV.FOR SPACING ?T ;GRe.E 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. a I/4" DIA TAPCON BY 'ITW (Fu=120 M.FY-91 KSI) INTO METAL STpUGTi1R •3• ••• • ,1,/4" DLA ULTRACON 13Y 'ELCO' (Fu-177 KSI,FY-155 KSI) STEEL.;.f2 IN! •it1� '� • Engn JOB WHm PRODUCT'REVISED IL INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALUMINUM 1 8 THK. IN. 6 T ) y 70S82 m mmAybV with tho Flmida 1-1/2" MIN. PENETRATION INTO W000 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0-twins s� THRU 1BY BUCKS INTO CONC. OR MASONRY #I4*SMSsO sSEIF ORLLUNGAGREWS (CPU 2`RS) Acc�cDo8 / IN;) MIAMI!ADE COUNIIP' AP?ROVED CULyOtt (D L'; Mian Product Conlro� 1-1 4" MIN. EMBED INTO CONC. OR MASONRY • • • • • • IN. THK. _ .090 BY drawing no. 'SSi �C� .. .. / �j 1�6 20t4 W10-02 DIRECTLY (PITO CONC. OR MASONRY (NO IM E? • • • • • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ••• • •• • •• • - r sheet 4 of 6 • • • • • • • • • • • •• •• • • • •• 0• U .TYPICAL INSTALLATION DETAILS g THESE DETAILS ARE'TYPICAL ON'ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL SI a WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS V FLANGE_ADAPTOft FLANGE-ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOTYPICAL R ° SEE LE1/.ANCHORS 1/4`MAX. 23Y WOOD WICK FOR SPACING SHIMS OR METAL <6 j1 11 II WOOD STRU TYPCACHORS STRUCTURE E3B3 M2 .� SPACIIEV. a.a TYPICAL ANCHORS V j 1j I I E S2 s I !,i h ,.o FOR SPACING LL \ C3 E2 t EB E8 � E2 T 9 II 1 1-1)4- MIN.. /4` MIN. TYPCAL APCHORS M2 , N >, 1 SEE ELEV. EJ I I \ ygy FOR SPACING I�1j �. WOOD BUCK i a EB E2 E3 O QL y-2 3/e MIN.row 1/4"MAX SUCK HEIGHT 1/4`MAIL 1-I1 -a .` WOOD S)RRUUCTURE t/2"MIN. 1/2"MIN. � O ;;NOT BY n --' E2 C2 � z - FIN FRAM E Mz cCAULLKMc o 25 TYPICAL.ANCHORS: SEE ELEV.FOR SPACING 1 .i s Sm MADE,2 CRS) Im 1h . ------ -INTO 26Y WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE 2%". o g n THE'USE OF'DEEPER OR �d BEVELED WOODBUCKS IS >5 N P PERMITTED. �BY CGI EXTERIOR 91212121.$ BUCK W°TH BUCK WKITH e r=--___^____-_=====i c o a«s e r •�� MM-OADE.COUNTY I I MIAMI-RADE COUNTY APPROVED I t ^m o a o I� �1 ---•-•-� • APOROVE®MUN.ION•• MULLION&MULLION ANCHORS t1 11 • 0 MKUON AmHopt5 I'I SEE'SEPARATE NOA II <m o o m I I 11 • • • 71EE•EPADATO NOe t I • •• • • • • ••• • i 1 1 . •• •_•• • • • • •• ___�___.rI EgrJAVAD AHlMO PRODUCT REVISED i CARL us complying with the FWds 1 FLA.PE/705112 3478 DWldwdeg Codo t1J1yi. Aecepmncod•� .y V �' I� __�, • ••• ••• • • ,iii Dx tmta,nau �20AJr s' __ • • • • • • TYPICAL ANCHORS ••• •••. • • • • • • • • %'Q� � 2DtMiami noroucpO SEE ELEV. .Sdrawing no.FOR SPACING• •• • • W10-02 •• • • .g14Xi"SMA ( sheet 5 of 6 • • • • • • • • • • • •• •• • • • •• •• 2.505 ITEM PART-f QUANTITY DESCIhPYION ,MATERIAL MANP./SUPPIM/REMARRS U .088 -CGI-118 4/-WOW._ FLANGE FRAME 6083-TB -_� 4- Es. of E2 CGht 19 4/WDW. FLUSH FRAME/FIN FRAME 6063-TB - o b12 E3 CGI-121 4/WOW. -GLAZING.BEAD(LAM.CUSS) 6083-T6 _� 7.995 E4 -,CM-123 4/"WOW. .GLAZING BEAD(LAM.RISUL GLASS)' 8063-TB - - .995 065 _ ES CGI-110 4/WOW. NAIL FIN ADAPTOR 6063-T6 - a TYP' - £6 CGI-109 4/WOW. FRONT FLANGE ADAPTOR .6063-T6 I - Mt •CGI-382V AS REDD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A IZ O 1.335 - M2'• CGI-124 AS REDD.. SCREW COVER-OPTIONAL FVC - 0� r •M3 CGI-112 AS REDD. FLUSH FRAME COVER FVC Q E1 FLANGE FRAME - M4 - OPTIONAL: GLAZING ANGLE(1 X 1/2 X 1/87 6063-T5 MS 2/LITE SETTING BLOCKS EPOM DUROMEfER 8535 SHORE A $.116 lbyGf 2•�5 F,p86 - S2 #10 X 1-1/4' 2/'CORNER ASSEMBLY SCREW PHL.PH SMS ST/ST 3� 812 ��g+ 1.495 .995 065 TYP. 1 1.335 N OFLUSH FRAME/FIN FRAME M .675 I a yo, WELDED JOINT- - AT ENDS . O GLAZING'BEAD (LAM. GLASS) cl 3 Zzj2 .120 3 0 995 050 1.�� 125 U TYP. I �• 0 —1.184 t'-0�- � M4 Ea GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM.1NSUL. GLASS) CIRCULAR.WINDOWS c$ o t.t30�h-.GBS � t 4� RECT. OR SQUARE WINDOWS 180 $$ .550 p5p TYP. CORNER DETAIIS .. ,050 •• ••• • • • • • •• ;m �$ iin • • • • • • • • • 0 O<m V m 1.395 • • •• • • • • • 0 • •• • • • • ••• • NAIL FIN ADAPTER EB FLANGE ADAPTOR • • • • • • • • • o •• ••• •• • • • •• Engr.JAVAD AHUAD KODUCI'REVISED 1.39s-+I 1.119 FtA. CML�ngg� ElC0n6 with ux Plor}dp ' �g [wildiingCng Cade o .t6o ce L' rptia Dale .291 • • • • • • • • • �`'t � .Des t A81 •• • • •• • • •• • • M.05Q .05OF Dade Pradnet anlyaL, drawing no. .. • . • • . 0 atbs zo�� M3 FLUSH FRAME COVER OM2 SCREW COVER sheat 6 of$ 0 11 • • • • • • • • • • • •• % 0.11 •• • •• •• ••• • • ••• • • MIAM!' NUAINH-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) Miami,Florida 33175-2474 BOARD AND CODE AD14•IINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) -.,.-%-w.tkiiantidndL.gov/econoniy CGI Windows&Doors,Inc. 10100 N.W.25'a 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 Count),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 Control Section (In Miami Dade Count),)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 perforin in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or 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 as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 11160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT:Drawing No.W13-01 Rev A,titled"Series 160 Sentinel Outswing Doors-streets i thru I 1 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation.,dated 0I-03-13 and la$t reyt.Vd on Jl O-11,2013',•••;• Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control'Apl royal>,4'NT411 avith the Notice of Acceptance number and approval date by the Miami-Dade County Product Corifrol:Section. MISSILE IMPACT RATING: Large and Small Missile Impact ""•• Limitations: 00000 • •• ••••• 1. See Design Pressure ratings single and double doors in sheet 1,single sidelite in tho f'j and dpbr Mllion itu•'••• sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply 0W41htire assdrtrbl f. ••••;• 2. See glazing option in sheet 5 and locking hardware in sheet 9. so • • • • •••••• LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,statt:ftt SBries aitd following statement: "Miami-Dade County Product Control Approved",noted herein. 'e.' : • *00 i" RENEWAL of this NOA shall be considered after a renewal application has been filed and there has 13e"bn rto 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 ally section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.13-0226.06 CMIAMIMM•DADE CO NTY Expiration ation Date: August 08,2018 Approval Date: August 08,2013 Page I CGI Windows&Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W 13-01 Rev A,titled"Series 160 Sentinel Outswing Doors",sheets I thru of 1 I of 11,inclusive sheet 9.1,prepared by AI-Farooq Corporation.,dated 01-03-13 and last revised on JUL 31,2013,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(+50.0 PSF,sill S-I only) 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 manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida,Inc.,Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed quid seated by Henry Hatem,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 02/11/13 and last revised on Jun 04,2013, signed and sealed by Javad Ahmad,P.E. . . .... ...... 3. Glazing complies Nv/ASTME-1300-02&-04. • ...... .. . ...... D. QUALITY ASSURANCE ...:.. 1. Miami Dade Department of Permitting,Environment,and Reptrlatory Af%irs EPERAV""' .... . .. ..... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Del�eIliQjils&Co',Inc. for their"DuPont Sentry Glass @ interlayer",expiring on 01/14/17. : ....;. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemioal C*mpan5kMA''formor ... Solutia Inc.for "Saflex clear&color glass interlayer",expiring on•05r121/16.• ;•; • 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)'fonner Solutia Inc.for "Saflex CP-Saflex&Saflex HP composite interlayer-%v/PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation,dated 02/11/13,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. Test proposal# 12-0553, dated 04/25/12 approved by RER. haq L Chanda,P.E. Product Control Examiner NOA No 13-0226.06 Expiration Date:August 08,2018 Approval Date: August 08,2013 E-1 ' 37-1/4- 72- HEAD ANCHORS AT 3T11,6 BIDS V v a DOOR FRAME WIDTH DOOR FRAME WIDTH a / 2 ANCHORS QUANTITY CHART 6"MAX. 3• TYPE'A'.'8'OR'C' HE6"MAX AD/SILL 3" 8` 3' SEE CHART FOR QUANTITY ANCHOR TYPE Z m J HEAD/SILL AT STO.E ENDS SHIM 'A' 'B' 'C' O 7d CORNERS p CORNERS 1/4` 4 a 4 0� al It II" I ! ! 3/e' s s s � 8 t/z• s s - 0 Ilk Sod D , LOCK OPTIONS �� \ ��19 SEE SHEET 9 LP J \ ==== t=_ , ( ____ � nPProYOdaftoalPllbBTHtOMK (IrIQ1AR Ca►e wo Q N SERIES 180 SENTINEL 33 II ACTIVE 1 ! ALUMINUM OUTSTYING DOOR W/ SIDELITES Na mYy --_ APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS M B `. ' B WITH OR WITHOUT SIDEUTI3. 3 SIDE LTYES CAN BE ON ONE OR BOTH SIDES OF DOOR. < SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. o=R $ 23 t/2` 6 c� 23 1/2" 23 t/2' SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. D.L OPQ 2 ANCHORS D.L.OPG D.L.oJ'G. SEE SHEET 4 FOR SIOEUTE TO DOOR MULLION CAPACITY. U TYPE,B. 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR. SIDEUTE OR MUWON CAPACITY AT snu:ENDS:_ TYPE FALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. o AT STILE ENDS MAYBE USED TYPICAL ELEVATION TYPICAL. ELEVATION — THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE XX ) REOUMMffS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VEX" HURRICANE ZONE(HVHZ). DOOR OPTIONS 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 2 TRANSFER LOADS TO THE STRUCTURE. DOORS TOAD CAPACPYY -PSP DOORS LOAD CAPACIPY - PSP ANCHORS SHALL HE AS LISTED,SPACED AS SHOWN ON DETAILS, ANCHORS SINGLE DOORS(X) DOUBLE(XX) EMBEDMENT TO BASE MINIMAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAN,ar INSUL-LAM. DOOR DIMS LAM,or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME IXfj+) INL(-) �E LEAF FRAME EXl�+) Imo,(_) ARE NOT PART OF THIS APPROVAL c m WIDTH WIDTH }IF3GFIT 1IDTH N70TH HEIGHT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IVTO WOOD ONLY. 9 0 5 37-1/4' 3S` SW 80 So •• • 72` 38` 80 tl1 i3 MATERIALSMATERIALSINCLUDINGDING DIIT NOT LIMITED TO STEEL/METAL SCftEI$THAT COME INTO NOTE: �0< • 0 • • 0 0 0 • i CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS o VERIFY COMPLIANCE WITH EGRESS LMTAT&f WHERE j E%J*. • • ••s • OF CtI RRENT FLORIDA BLDG.CODE SECTION 2003.8.4. n o NOTF- •• ••• •• • • • •• Ergr.—JAZ*M" � Q FLUSH BOLTS AND LOCKS MUST BE FDA PE 70592 0 33 ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS. CAN PERIODS OF HURRICANE WARNING. 0.40. HEIGHT > FRAME HEIGHT - 12.875" Sgt NOTE: s ••• s •DARO.WIOTH9(X DOWIS) - FRAME WIDTH - 13.75" a GLASS CAPACITIES ON THIS SHEET ARE • • s • U.M.O. I O. DE tx S) _ (FRAME WIDTH - 25)/2 L 3 Y 3 dlawi© BASED ON ASTM E130O-04 (3 SEC. GUSTS) •• • • •• • AND FLORIDA BUILDING COMMISSION • •• • • DDORS/SIDET.1}ES flfI7ATED FOR LARGE AND SMALL MISSILE IMPACT. DECLARATORY STATEMENT OCAOS-DEC-219 ••• • •• UTTERS•!�E NOT T{EQUIRED. sheat 1 of 11 s•• • • • • ••s • • • • • • • • • • • • s M 37-1/4' 72" VOR FRAME WIDTH DOOR FRAME YADTH HEAD ANCHORS AT STILE ENDS Cf 2 ANCHo1:s 9UANTITY CHARTr MAX. TYPE'A','8OR C' *�• SEE CHART FOR GUANTITY ANCHOR TYPEHFAD/SILL 3AT STILE ENDS H��RS �M •A• 6 ,C• 8 CORNERS q A .., I/a" a a 43/8' 8 04 all 0 D / 1 ___�L-` a op a 1� I id LOCK OPTIONS I SEE SHEET 9 � id FOR SPACING THAT EXCEEDS 21' m o \ 11 Q m �,{ '� 0 11 ADO AN ADDITIONAL ANCHOR 11 1 7 / Il BETWEEN HINGES ON DOORS OVER W HIM to \jN1 \ i il/ •_ C3f 0NM II I 1 1 11 z;i� I 1 Z Z ACK 1 AC71VE — I flIE 13 a $ 23 1/Y 23 1/2` 23 H/2' d O O.L.OPG. 2 ANCHORS D.L.OPG. D.L.OPG. A��pprotcA memnpt7Teg wRt1 t46 TYPE H 4 AN—HO— SURFACE NTINSAPPUFZIMtIt}UBIdt56 edt AT STILE ENDS •B• SURF HUNTWS _ t AT STU ENDS MAY BE USED old cl TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE 0048 1 c ( X ) ( XX ) �S 8� NOTE! SEE SHEET 1 FOR DOOR CAPACITIES o ffi •s ••• • • • • • •• It • • • • • • • • • En9r. WYAD R FLA.PE . ... . ... . . i•• i • ••i ••• • ••i i i �� 2013 drown •• • • • • . . W13-01 09: • •• • •• • sheet 2 of 1 t ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 144'MAIL a y 0 37 1/8' 36" 72 36" SEE CHART FOR GUANDIY SIDELITE VIIDTH SIDELITE WIDTH DOOR FRAME VAOTH SIDEUTE IVIG z $ HEAD ANCHORS 0 � 6"MAX MAX —�{I6. I�"--' ---o{ AT STILE&MULLION ENDS HCORNE F HEAD/SILL CORRNN E A k "h -•I^ QUANTITY ANCHOR H 'E 9 $ 1 ) ) SHIM 'A' ,B• ,C, 4 4 4 C 3/8' 6 6 6 0 @ 1/2' 6 6 - () .r~j 11 ;rte= 0 4t:. ic I 1 11 J ii Q 1;2 LOCK ONS FASTENERS SAME LOCATIONS SEE 5y1t 9 �y $ / AS ANCHORS SHOWN ON SHEETS 1 &2 =i m� 2o 2a I 11 II II II 11 II Q F 11VIl II 1 I 11 I I ACTIVE BJACTNE - G'>M / I 1 Z Z fJ G G - B - 30 31 1/8' 31 t/8" 23 1/2" 23 1/2' 31 1/8' $ V D.L.OPO. D.L.OPa DA.DPG. D.L.OPD. D.L.OPG. O DESIGN LOAD CAPACITY-PSF 4 ANCHORS E APPLIED _ FALSE MUNTINS SIDELRE FRAME SIDELDE STATIONARY PANEL(0) TYPICAL ELEVATION TYPICAL ELEVATION AT STILE AND MAY BE USED I WIDTH HEIGHT (SEE NOTE BELOW) MULLION ENDS INCHES LACHES EM.(+) 90.(-) ( 0 > ( OXXO > pwiddabtampig"wntht ` 24 80.0 80.0 SIDELITE OPTIONS • s 30 80A 80.0 - L 33 84 80.0 80.0 P/edSttCa•tlot r 38 80A 80.0 Dy h4- .��,�. 37-1/8 77.6 77.6 ri 38 73.8 73.8 �IDELRE D.L.O. DIMS. 2 c 8 7 42 88.8 66.6 24 80.0 80,0 •• ••• • • • • • ••D.LO. HEIGHT = FRAM£ HEIGHT - 12.875" • • • • • • • • • D.L.O. WIDTH - SIDELITE WIDTH - 6"STAND ALONE SIDELITE ONLY a 30 804 80.0 • • •• • • • • • 0 A • •• • • • • ••• • D.L.O. WIDTH SID£LITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 33 go fo 80 36 80.0 80A •• ••• •• • • • •• Engr.JAV 40—IAD 37-1/8 77.6 77.6 RPE Q 70592 S 39 73.8 73.8 CAA 3526 24 80.0 80.0 y • ••• • ••• • • 30 • • • • • • • • • • 33 66Lim • • • • • • • • • qU4-2'013 tlrowing no. .. • •• .. • • W13-01 38 • •• • • • • • • 37-1/8 ••• • •• • •• • sheet 3 Of T 1 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOORFRAME SIDELITE " DOOR FRAM 90 SIDELITE �� o SIDELITE LEAF FRAME SIDELITS TO DOOR MULLION � WIOFH WNDTH0 �DTH�� WIDTH SYNTH WIDTH WIDTH WIDTH vBDTH M WIDTH WIDTH HEIGHT (SEE NOTE BELOYQ Z INCHES 94CHES INCHEST73.8 INT.(-) p 24 80.0 C 3D 60.0 ; . . i 33 36 e4 80.0 /1 % % /% *41 /% % %\ p `� 36 60.0 w J J J a 37-1/8 77.8 39 73.8 \\ \\ \\ 0 pt "hl 42 6&8 68.6 24 80.0 80.0 p a¢ so 80.0 80.0 ox (Oxo) (xOx) Q 3 33 ss so .Bao e0.0 36 80.0 80.0 37-1/8 77.8 77.6 SIDELITE ODOR FRAME SIDEUTE DOOR FRAME SIDELITE g 39 73.8 73.8 WIDTH Y80TH WIDTH WIDTH WIDTH 24 80.0 80.0 30 80.0 33 35 96 80.0 80A H J E \C (a- J E \ H 38 80.0 80.0 / \ /I ��\ 37-1/8 77.6 77.6 001, \ / �n S MULLION-'�OXX _�DODR STILE END ANCHORS END ANCHORS 3 a HO O SEE SHEET 3 SEE SHEET I CZ z 0-m Nt LEAF WIDTH (_ ��gaganaa SIDELITE WIDTH DOOR FRAMES WIDTH --"'�- SINGLE(X}37"MAX. p DOUBLE(XX)72"MAX. SIDELUE TO DOOR INSTRUCTIONS NOTE' c e GLASS CAPACITIES ON THIS SHEET ARE m USE CHARTS AS FOLLOWS. •• *0* • . e • • •• BASSO ON ASTM E130O-04 (3 SEC. GUSTS) • �o 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM • •• ...• •. •• •• •• •• AND FLORIDA BUILDING COMMISSION TABLES ON SHEET 1. • •• • . •. • :0: •• • DECLARATORY STATEMENT DCA05-DEC-219 n Y 2. SELECT 1YLOWER FROM OF S A80VEO DOOR MULLION •• ••• ••• • . • •• .JAVADD AHUAD CAPAC3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY R=�8/70592 TO ENTIRE SYSTEM. J8 ,g . •.• • •.• .• 1170 2013 • • • • • • • • � no .. . .. • .. W13-01 ••• • •• • •• • sheet 4 of 11 • • • • • • • • • • • •• •• • • • •• •• 7tJ U M 0 / it 9 0t ho 01 a o °a LLlw� 3/16`TEMPERED GLASS Q 3/8'AIR SPACE N 3/16'ANN.CLASS 3/18'HEAT STREN'0 CLASS 3/16'ANNEALED GLASS 090 SAFl.E%PYB BY'EASTMAN CHEMICAL CO.' A90 SAFIEX PVB BY'EASTMAN CHEMICAL CO.' 090 SAFLEX PVS BY'EASTMAN CHEMICAL CO.' INTERLAYERS�.076 SAFLEX CP BY'EASTMAN CHEMICAL CO.' INTERLAYERS ,i 075 SAFI.EX CP BY'EASTMAN CHEMICAL CO.' INTERLAYERS ,075 SAFLEX CP BY'EASTMAN CHEMICAL CO! LLLLLL.090 SENTRYClA5 BY'DUPoNT' L A90 SENTRYOLAS 8Y'DUPONT' A90 SENTRYGIAS BY'OUPONT' I 017, s Ow 3/16*ANN.GLASS 3/18'HEAT STREN'D CLASS 3/18'HEAT STREN'D GLASS O j SIUOONE SILICONE DOW CORNING 995 DOW CORNING 998 SILICONE DOW CORNING 899 DOW CORNING 899 TXW!CORNING 995 n o GE-1200 GE-1200 1 CONING 899 NM ya z � �. ZZ Eli t AIR SPACE CONSISTING OF: 0 ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. 7/16" LAM. GLASS 7/16" LAM. GLASS N��ypptyd"WO"mptylMgxBdt6� 1" OVERALL INSUL. LAM. GLASS iLtlllllli�ldl� F� GLAZING OPTIONS 0 0� .9 •• ••• • • • • • •• 0a •• ••• •• • • • •• Etgr.JAVAD AHMAD B CIVIL fIACAM •70582 c p • ••• ••• JUL 2013 • • • •• drovdng no. •• " ' " ' W13-01 ••• • •• • •• • adaet 5 oT 11 ••• • • • • ••• • • • • • • • • • • • • ••• • 0 0 000 0 0 TYPICAL ANCHORS ,BY WOOD BUCK 2BY WOOD BUCK EDGE DIST. SEE ELEVATIONS DG DIST.: SEE NOTE SHEEP, �1 YAOOD STRUCTURE � FOR SPACING •a. SEE NOTE SHEET 1 METAL n �ONt�YffAE d.• e £DGE EDGE DIST. z ; r a f 1 z p 2 Z O 23 1 1 11 ty��j pl i� Tt! N QaJ R 043 Q O M OI 1 12 J TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS 1 g1y� 1 13 SEE ELEVATIONS SEE ELEVATIONS FOR SPACING iL q FOR SPACING FOR SPACING4 $ 8 I I 1 I j l MI -DADE COUNTY APPROVED I j Q GI AMI CAPPED MULLION 1 1 I I I I SEE SEPARATE NOA 11 J Z all 11 II It 6 lf WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i 23 AND TRANSFER THEM TO THE BUILDING STRUCTURE. a �' TYPICAL ANCHORS: SEE ELEV.FOR SPACING Ey ANCHORS TYPE 'A'- ,1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) FOR SPACINGNS 0 W °1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 1--1f2" MIN. PENETRATION INTO W000 (HEAD/JAMBS) � N x 0THRU 10Y BUCKS INTO CONC. OR MASONRY ° a 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 ro M M o W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z Z a W TYPE '8'- ,1•/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) DIRECTLY INTO CONC. OR MASONRY o= 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) L) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) O TYPE 'C'- 114 ST/ST SMS OR SELF DRILLING SCREWS (FU-100 KSI,"5 KSI) 25 INTO MLAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') INTO METAL STRUCTURES (HEAD/SILL/JAMBS) w rocadaewlePlYlnRwH6tw STEEL : 12 GAL MIN. (Fy = 36 KSI MIN.) 0 _ ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) ft _ ° (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. ONTO WOOD STRUCTURE = 1'MIN. c o 1 - 1 INTO METAL STRUCTURE = 3/4' MIN.A 21 Yt o 1 1 12 •• •• - • o • �NrnSSeT�AT.F�FjD 3Rl•OR.US fo = 3000 PSI MW. c 23 i 13 • ♦90 OISU.OW/FW.M BL9CK•AT JAMBS I'm = 2000 PSI MIN. • •• •t�d•� • • j�•••1� • ., 1 ••• •• "^s Y �Y; " OR.�lAf HEAD. Engr.JAVAD AHIM L-J FLA. arn SEALANTS: CAPNEA32Wk �-- SEE • ••• ALL JpINTS•�n FRAME�,ONNEC='IONS SEALED WITH TYPICAL ANCHORS • i • GE SCSO SiCONE E�� •ELEVAn� • • • • • • • • • �,, �� 9 FOR SPACING •• • •• •• W 13--01 ••i i• 000 ••• ••• ••• DOOR DETAILS sheet 6 of 11 ••• • a • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �LVU 3/8'MAX. O O 1/2`MAIL SH11d C D i SHIM ,� 2 IBYSEE WOOD BUCK C .SEE NOTE SHEET t i4 u ACTIVE LEAF (aK g 21 a• TYPICAL ANCHORS o • SEE ELEV. a TYPICAL.ANCHORS :• •• SEE ELEVFOR SPACING Oi O LL . FOR SPkW .. o ,s �.;;';, LEI 23 z 25 2B D.L.OPG. T _ ou METAL 268 EXTERIOR npprovcEa+coaplplsgwhbmo STRUCTURE LEAF MOTH 3 POINTK LOCK oMrld�Bsldtf Cod\-IYffH DEAD BOLT Oak e1t 3 Nt]♦ 2. (� DOOR FRAME WIDTH SEE SHEET 9 � A n f� � o OW M 1/2'MAX. a N SHIM 43 N 2'MM- 3 POINT LOCK 2R WOOD BUCK 1/ O O SEE SDE40 BOLT HEET 99 OR O N M•� UCTURE CONCRETE. FLUSH BOLT SE tiOTE TT 1 0 OR •`•'••= Z Z rJ MASON RYACTIVE LEAF INACTIVE LEAF o 0 TYPICAL ANCHORS n 24 18 SEE ELEV. 19 FOR SPACIN12: on ., ..': TYPICAL AHCHORS g V D.L.OPG. ' ' 7 FOR SPACING 18 D.L.OPG. EXTERIOR LEAF WIDTH EXTERIOR WIDTH Pilo DOOR FRAME WIDTHa • • • • • • • • • EW. MWAD 1 •• ••• •• • • • •• CML FLA.PE/70.582 1SJ8 • . . . . . . JU i3 draxin �. •• • • •• • 1 •• • • W13-01 ••i i• ••• 000 ••• ••• DODR DETAILS sheet 7 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS O FOR SPACING � e� .EDGE 1 'gONCRET O J F a sa 8 �� ao 5 � t2 c 7 Q�°Da 0 sHII( . CO J MATING JANE FASTENERS M SEE LOCATIONS JAMB SPACING CONCRETE CR�'• 17 ON SHEETS 1 de 2 75 O n MASONRY 6 0 V) ^at i EXTERIOR 4 28 D.L.OPG. LEAF YADT1i SIDEWTE VADTH DOOR FRAME WIDTH 28 37°MAX.SINGLE(X) 72°MAX.DOUBLE(XX) gg FRAME WIDTH �g TYPICAL ANCHORS tom lylgagWthftSEE ELEV. ?� FOR SPACING LAPPLY SEMANT 3 BEFORE MATINGKkW - sr �&k- 1 ��-+ � os •• ••• • 1IOTE:•UMIT•SITYd TO•NETAL STRUCTURE AT JAMBS TO 3/8" $ 00 00 EMP.MW AMW \ FLA.PAN.35782 3 • .a • ••• • ••• • • a . . • . . 3 613 s EDGE DIST. TYPICAL ANCHORS •• • • •• • • •• • • SEE ELEVATIONS • •• • • • • • EIDELITE DETAILS w13-01 FOR SPACING ••• • •• • •• • sheet 8 of 1 T ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • pp 4 BILL OF MATERIALS n EXTRUSIONS MISCELLANEOUS z p ITER 1 POT Ma DESCRIPT[ON MATERIA. RAA6. REMARKS ITER/ CODE PART Na DESTA[PT@N MATERIAL W". REMAR6 0 I CGI-189 FAME)CAD ARD SAL 6063-T6 C6I EXTRUDER 21 MID - FRAC GASIET rm AMESORT OR EOUI � 2 CGI-190 FRAME JAMB 6063-T6 CGI EXTRUDER 22 R6 32881 .350 FO11 GASIET FOAM AMESSURY OR EOUIV ,4 3 CGI-196 SIDELITE READ ARI SILL 606346 CGI EXTRUDER 23 MO V33mm 487 x.320 VFATfERSTRIP PILE V/CENTER FIN V00. ULTRAFAB 0.V EOUIV 0 4 CGI-197 FREE STANDS StWLITE JAMB 6063-16 CGI EXTRUDER 24 88 V3332US JD7 X m No PILE VBTROM'DS VDD.V/FII ULTRAFAB OR MY IL I G 0 5 CGI-198 RATING SI LITE JAMB 6063-76 EAT EMBER 25 M9 CH-108-0 MINCE(4)/2'X N AJONARI CGI-CUSTOM 0 t n 6 CGI-193 PALL TOP AND BOTTOM MAIL 6063-76 CGt EMBER 2m RIO AB600.UMB ,NMA:(4 I/2'X 4) &PASS HADEN v�O 7 C61-194 PANED.VERTICAL STILE 6063-76 CGI EXTRUDER ZSR 'I A660011 HINGE 14 V2'X 4'I SB NAQN 9 CW-199 SHEAR BLOCK 6063-76 CW IXIRUOER Z6 M4 CGI-3B2V GLA2UG BCAD OA.B VINY1. CGI-CUSTOM 0 12 CGI-191 FRAME HEAD AND SRL CREW COVER 6063-75 COO EMBER 27 M7 3A3'-16 FULLY THREADED ROD-SECURED VIN 3/6',EX AUT ZINC PLATED 13 CGI-192 FRAME)CAD AND SRL SLANTED SCREV COVER 6063-75 CGl cam= 14 CGI-121 7/16'GLASS DIA N DEAD 606345 CGI EXTRUDER 14A DISHES I'GLASS OWINS BEAD 6063-T5 UD EOM= NOTE: ITEM NUMBERS 8. 10 & 11 ARE NOT USED 15 CGI-200 SHEAR BLOCK RATE 6063-16 CIA EXTRUDER 16 CGI-195 ASTRAGAL 6063-TS CGI EMBER 17 CGI-598 SCREW COVER 6863-TS EGI MADDER N LOCKING HARDWARE M PART Ka DESCRIPTION MATERIAL MANE. REMARKS CGI-4503PN. 3 POINT LOC(AWSLY(ACTIVE LEA) CGI-CUSITM USED BY ALL OPTIONS CGI-1284 FLUSHIBOLT ASSEMBLY(TRACTIVE LEAF) CGI-CUSTDM USED BY ALL OPTIONS O W ,F 11PTIM 1 5455 PASS ACTIVE LEVER WIVE LEA) MOM D OR LL 5455 FD DUM LEVER UNITIVE LEA) DALOVON OPTIMAL g UI $a OEAD•ILT(ACTIVE LEAF) RAL" F=..n m OPTION 2 JD60 DEADMT(ACTIVE LEAF) DENIER BY Stat •N M AO TOM ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SIX O M JN TOP/A'S Ow LEVER(INACTIVE LEAK SEXIER TIT SCO OPg6,A. Z 2 OPTION 3 BB24I0 DEADSOL7(ACTIVE LEAF) COPPER CREEK c am ACTIVE LEVER(ACTIVE LCAT REAPER CREEK s .e BN.2290 BUMMY LEVER(REACTIVE LEAF) am OPTOX)A. O SCREWS �+ v1F,RRwuelt» um PARI No DESCRIPTIONREMARtS 0 IB /14 X 3/4'HEX HEAD TEXS-MULLION ATTAOOEII _ 19 1 6 X V2'PAR DEAD SRS-ASTRAGAL ATTACHMENT 12'FROM ENDS PFa(IattCaabet 20 1 N X 1114*PH SHS-ASBEM&.Y 3 PER COO e• ••e e• • • • •• Ena:JA� R.IA AD S FLA.PE 0 70M CAN.3538 J� . . . . . . . . . . • • • • • • • • • drovring no. •• •• • • •• • W13-01 • ••• • •• • •. • sheet 9 of 1 1 • • • • • • • • • • • •• •• • • • •e e• U O M O/Z P ZQJ W 1 ASSWWy Bdt Ano w C7 Assy UftV A" 8 n 0 Rod Rod j 0 112 1 1/2" Bdt �— �io i 3/e'tm W ° md" _f Ty N 0 xM 0� Q CanectWn i4red o ~ 4 Ctliada/Deadbdl Qea.dl Ani 18.1/2 PH US 0 N M �i Tmlpkm Z Z[� ZD m T°3pieee fludgait � Adhd. Med ao ° TOP SECTION SHOWN $ (BOTTOM SIMILAR) c �PPmwd ei cam Floftibld rinBwltbtM C Flushbolts(Inactive Panel) N V, Top&Bottom / Prod t BY. c• I 090 000 • • 0.: • .•• •.• • . . •• cngn,avAa attsua M PEE%70592 c CAK 3535 • • • • • • • • • • JUL- 2013 droaring ao. .. .. . .. . Co cusTou I W13-01 3—POINT LOCK ••• • •• • •• • abeet 9.1of t t • • • • • • • • • • • •• •• • • • •• •• 3.825 7.788 u � U .750 .062 1.625 Z n 1580 080 1.587 4.495 C I5500 t2 O DOOR FRAME HEAD/SILL FRAME COVER � a 3.825 1.587 a O� p Qygg 2.458 0 a i O t.410 1.825 ,062 Q��G"iiii pj 1.625 �- O TOP & BOTTOM RAIL 21 5.500- Q 13 SILL COVER N 8.438 080 .075 M m .465 1.828 1.440 N .075 7.8s3 4.495 .1 �N o 1,755 Q HINGE & LOCK STILE " ?i NM a SIDELTTE TOP & BOTTOM FRAME 17 SIDEUTE JAMB COVER z z,J o , .leso-.- .328 (j o .135 U .070 1.500 .185 805 .245 .625 -� I �P�1_�comp�4ngMlbtM 1.080 1.622 -W .115 rtO1111 NR¢I{>t(_/E to Mi ASTRAGAL ADAPTER O SHEAR BLOCK 7SHEAR BLOCK PLATE WdSp�6q o 1.810 .675 3.005 7.125 .995 ,050 •,j .120 .250 •• ••. . . . . .. 8 4 . •� • 4,000 4.�0 .075 .060 4.000 0 GLASS,5T1OP•LZ.6LA:S)• •• n_ • E.91 JWAD A*M t g 2.388 72W.FrA 11E .5.2 3J .125 1.465 1.485 CAN. ^ , • •X96 ,OeD ••• • • - � d 5 • . . . . 1.225 .870 • • • • • • • • a 63 drolring no. • 1.78• • • 0 �•. • • •• • W13-01 DOOR FRAME JAMB SIDELRE FRAME JAMB SIDEUTE MATING JAMB GLASS STOP(INSUL IAM. GLASS) • meet loot 11 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ao u za ASSEMBLY FASTENERS TO BE WSTACLED 3 ASSEMBLY FASTENERS TO 9 WSTALLED PRIOR TO JOINING MATING JAMBS / Z PRIOR TO JOINING MATING JAMBS 4 / .S% ""I, G i i i 3 i 3 i a i a t / / 00 4- 19 ' o 1 HOLE CAP ,� I ACCESS HOLE MATWG JAMB S S O Gi FASTENERS 1 Q SEE SHEEET L FOR DETAIL 1 0 d Z Z DOOR FRAME TOP BOTTOM CORNER SIDELITE JAMB CORNER SIDELITE MATING JAMB CORNER 13 3 0 & o TOP & BOTTOM TOP & BOTTOM URO 13 0 9 Ap@roved a1 CompWaswith 94 i�°d p 0 FTOrtdq Cade �p. L 1 Y it Dace . �0b a7 • • • • • • • • •- Emyr.JAVAD a [3 •• •.• .• . • • as pya . ... . •.. . . • . • • • • • • drowing no. •. • •• • •• • W13-01 LEAF TOP & BOTTOM CORNER • e• • • • • • • •.e • •• • •• • sheet U of 11 • • • • • • • • • • • .e •• • • • •• •• „ MIAMMADE XHA14H-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SIV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wvnv.miamidade.¢ov/economy CGI Windows&-Doors,Inc. 10100 NW 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 Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. 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 as described herein, and has been designed to comply with the Flpridltevuilding 0900 090090 Code,including the High Velocity Hurricane Zone. 9 9 .. 0000 DESCRIPTION:Series"238”Outswing Aluminum Casement Window-L.�,j.,•• •••• •••• • APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 A+Rmi Casement Wdw. 0000. &M.I.y',sheets 1, 1.1,2,3,4, 5, 5.1,6 and 7 of 7,dated 12/04/98,with revisiot;I toed 04/25!'j4@prepar;J • by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearin�`M*Miami'DdUb County+;••• Product Control Section Revision stamp with the Notice of Acceptance number WkpiratidVilte by t114!00 00 09 00 0 000000 Miami-Dade County Product Control Section. 0.0 0.0 0 00 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant : • '0' 0000.. 9000:6 LABELING: Each unit shall bear a permanent label with the manufacturer'lr na4e, or lc9go, city, staff,,,,; model/series, and following statement: "Miami-Dade County Product Control Approved", unPest'dtherwi';e • 00 0 noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change- in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall-be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1220.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MfAMFDADE COUNTYNOA No.*14-0506.01 Expiration Date: October 26,2018 Approval Date: June 26,2014 r Page 1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series 238 Aluminum Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, prepared by Al-Farooq Corporation, 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,and TAS 262-94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratorieg`v"t Report No. CTL-3009WB,dated 03/24/14,signed and sealed by RaieseQ Patgm E. '•• • 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9.4. �, •• `� 2)Uniform Static Air Pressure Test,Loading pdF$C,TAS.202-94. 3)Water Resistance Test,per FBC,TAS 202.94• •• 06 :0000: 4)Large Missile Impact Test per FBC,TAS 20T-94 •• *6:906 5)Cyclic Wind Pressure Loading per FBC,TW 2M3-94. 6)Forced Entry Test,per FBC 2411.3.2.1,Q.TZjS 20244 •• along with marked-up drawings and installation diagram of dh &lumivumxasemqat..;, window, prepared by American Test Lab of South Florif a, Irrg., TCV O.eport No.� ATLOSF-1109.01-12,dated 11/20/12, signed and sealed by 1%nr�Hattgrn,V'.f. • (Submitted under previous NOA#12-1220.14) 3. 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTI-0080- 0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA#08-1010.02) M nue r z,P.E. Product Con WE miner NOA I�''a -0506.01 Expiration Date: October 26,2018 Approval Date: June 26,2014 E-1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing, Inc.,Test Reports No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298,dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,RE (Submitted under NOA #08-1010.02) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and RTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,F.E. 0000 (Submitted un der NOA's#96-0417.03 and#01-1002.03) � •9669• ••0 0•• 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94. : 0000 .' 2)Uniform Static Air Pressure Test,Loadingp%t413C,Ug A2-940.0 0:0 3)Water Resistance Test,per FBC,TAS 202'94•• 0 :.0.0: 4)Large Missile Impact Test per FBC,TAS-201094 0 00 0 ' .. . . .. 0000. S) Cyclic Wind Pressure Loading per FBC,f`A Q,03-94 ,,0 0. 0. .0 6)Forced Entry Test,per FBC 2411.3.2.1,aturTAN 207-90 : ...... along with marked-up drawings and installation diagram ff Ott eluminum casement - window, prepared by Fenestration Testing Laboratory, Ind', Test Rep41;t, rp. FTLO-0••• 1003 and FT1-1041,dated 10/14/94,both signed and sealeAvotamil K rig P E. (Submitted under NOA#96-0417.03) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) s � Manuel Pepaep E. Product Control=- .01 er NOA No. Expiration Date: October 26,2018 Approval Date: June 26,2014, E-2 , CGI Windows &Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) for their"Saflex CP--Saflez and Saflex HP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Edition(2014),dated April 11,2014,issued by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02,2013 and revised on February 24,2014,signed by Manuel Perez,P.E. .•"'. 3. Laboratory compliance letters for Test Reports No.HTL-00AQ;03Q1-07 fQ;§'q*ecimen•• :• A and B and HTL-0080-0905-07 for specimen B and C,issued•by.Iurrittan8 Test ....:. Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed and-,61ed by Vinu J. • 0000.. Abraham,P.E. ;•. •. • (Submitted under NOA #08-1010.02) • 4. Laboratoiy compliances letters for Test Reports No.HETI-0A 2k43, ; • HETI-08 2144,HETI-08-4287 and HETI-07-4298,issued by Hurricane . Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08,A signed an j§gated by •••••• Candido F.Font,P.E. : :0040: 00 0(Submitted under NOA #08-1010.02) 0.0 5. Laboratory compliance letters for Test Reports No.HTL-0080-0303-96 and • HTL-0080-1107-98,issued by Hurricane Test Laboratory,Inc.,dated 03/06/96 and 11/10/98,both signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA#96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No.F1r1-1003 and FIT-1041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted.under NOA#96-0417.03) G. OTHERS 1. Notice of Acceptance No. 12-1220.14,issued to CGI Windows&Doors,Inc.for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 03/21/13 and expiring on 10/26/18. Manuel Perm-,4p.E. Product Control a ner . NOA No.1 -0 6.01 Expiration Date: October 26,2018 Approval Date: Jane 26,2014 E-3 GENERAL WINDOW SECTIONS WINDOW WIDTH FLANGE FRAME VENT WIDTH ��u WW-2° i so I D.L.OPG. Z WW-7° 8°MAX.TIP. A HEAD/SILL 7 CORNERS a (YI 2 CAM LOCKS 11 tf 9 2 LOCK E�NTS ITm ALL C AT IMPACT VINDDVS ONLY I ._.�/SNUBBERVii_ 7i-- 1 p c�. • / 11 �/11 g W 1 �zn p zzI 11 %��11 1�� '•�'iL 6 0 I 10 z 3 03 11 '�� 11 T I�p kmn p t 1 z ='�==Tr- .3F=-- SURFACE APPLIED Q z t4 w2 --L v IIOPTIONSINSRFOR GLASS TYPES, REFER TOin 0SHEETS 3 AND 4. B 24°MAX.TVP. 0 D.L.OPG. 21/2- AT HEW/SILLM Y VENT WIDTH VENT WIDTH 1° TYPICAL ELEVATION 4 N 4'ANOOY!WIDTH ( WINDOW WIDTH (FLANGE FRAME) M EXTERIOR i INTERLOCK'POINT LOCK p 3 r7 I MAAM MULTI PONT LOCK 99 AALLT.1TO CAM LOCKS Z Z cA�I.T.M LOCKS ' a a t MAX.WDW. LOCK MA).WOW. LOCK U I HEIGHT POINTS HEIGHT POINTS I I 42• 2 38° 2 1 i t 1 0 �° 3 e 38° 3 g 84° 4 74" 4 z 3 84' S 2 WUL �N�Q O B 7 THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. c USE CHARTS AS FOLLOWVil S I • Tvulta:• • • • • • • • FOR MULLION/MULTIPLE UNITS, REFER TO STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED •THIS P rR+� ARC6TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.OA Lo. r ON WIND VELOCITY.MOO.HEIGHT,WIND ZONE • RWQUIR h�Nj OF THt IQLDING JODE INCLUDING HIGH VELOCITY ` USING APPLICABLE ASCE 7 STANDARD. ••HURRIT M ZO?91(HVR4 • • •• a SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER En9r.JAI liW1 FRODUCTRBVLSGD j STEP 2 CAPACITY OF DESIRED CLASS SIZE/TYPE. LOADS TO THE STRUCTURE FIA PE!70592 craas an pI i,%ijh thv FIodda 33. R.:Mj.S Code SM USING CHART ON SHEET 8 SELECT ANCHOR OPTION IIS BE US1ED,SPACED AS SHOWN ON DETAILS,ANCHORS �' A,-Plmcv No C OL y WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ••• Rut�.,eM BE g ND WALL DRESSING OR STUCCO. ..--� A �•--"�-S i i---"'s -'i's f B%ND mUon Ihte � IN STEP I ABOVE. • ANEHORING(W LaAADINO CONDITIONS NOT KHOWN IN THESE DETAILS ARE IF ALUMINUM BUCK SYSTEM IS USED USE BART ON STEPNO: Ak J1�QyI �'� BY J171/D a 0 •• NOI PARP OF'RDE AMPROVALe •• • • r�J,YU n7•.S` } M{,00iNado PradueLCmU�I' drawing no. � 4 • •• • • • • • • ftr t, 1 SHEET 7 TO DETERMINE CAPACITY. j 000 A TOAD DURATTWN INCRGISE IS U" IN DEIGN OF ANCHORS INTO WOOD ONLY. I f L W98—10 ,SIEpA THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. L SHALL APPLY TO ENTIRE SYSTEM. Sheet 1---fJ-11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VANDOW WIDTH 4.0 0 VENT YADTH mY-t 1 2• Z GENERAL WINDOW SECTIONS D.L.OPG. tM'i-6 1/2• EQUAL LEG FRAME 6°MAX TYP. d'n a A HEA CORNERS �Q CORNERS to 7 O 6 u R 0 4 Q �oyy yy�g�� / L�F-II 48 OwCAM LOCKS:: uUUZzII g��W}jj i p1 Gl U\ \ / II I�W ti F W 3 :.� D 2 LOCK POINTS = o^ 11 j///�� o s ALL SIZES © �SN \TI-----�F=== SURFACE APP�LSED 0 AT IMPACT WINDDWS ONLY 555 • ' '14\ if EIPTI13KAL ?N� � 1 _�___� 6 4 ID 11 �S N 1 \ m O m _________ I __________ \ I v 24"l6AX.TYP. 1i AT HEAD/SB.L N TYPICAL ELEVATION (EQUAL LEG FRAME) OD 3 n to3 FOR GLASS TYPES, Z z 7 2 D.L OPG REFER TO D.L.OPG. 2 1/2" §C)g 0 to 3/4" PENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/4• p WWWW WIDTH WIDOIN WIDTH O EXTERIOR MAXIM MULTI POINT LOCK MULTI POW LOCK BY'TRUTH' BY'WTERLOCK' ALT.TO CAM LOCKS ALT.TO CAM LOCKS 1 MAX.WDW. LOCK MAX.,HT LOCK p�� HEIGHT POINTS HEIGHT PGWT$ i 42°- 2 �° 2 i 63" 3 1 3 °� aa o 84" 4 74• 0 1 �• S 1S1I c®ryv .,gnty = I ' •• ••• • • • • m 8 ti x I • • • • • • • o r m r_ I 5 11 ••• • • ••• • L� 3 • • • • • • • • • m C TIN,,n_r�—'A`'{ •• • •• • • • •• E^W=DAypD AI01Ap PRODUCT'REVISED 3n_ 2 InSVL AL FIA.PEE70592 as w9PlYiaB with lha PlMld9 3 BmtvW8 Code C.Ati.3'�5a AncePtmtee loo 6•D GI � k © B • 000 • • • PalpNation Dore - /® 7 . . . . . . . . °3 0�6 "9 •• • • •• • • •• • • � D ProduetConHo1� drowl no. to •• •• ••• ••• ••• ••• " �� : 1 W98-100 �' sheat'I,'Iot 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 5/8' 2076 1.757 5}�{ p---2fi2S LE 5 . f 1.307 �LTYP. z SAi 1.875 2b25 m L a 2215 2.4&5 1.438 oQQ. Ago TYP. V Lan-j I n 4. 13 CORNER KEY CORNER KEY ti�4i .060 T=ST.STEEL ® .052 THICK ALUMUM Q FLANGE FRAME O VENT (5/16'LAM. GLASS) g —L757— �1 tQ�O 2.075 0o 4�L+ .788 " ISI( A9D TYP. 1.057 I I 1.875 J20 a 41!� 2'465 2.715 L IA38 O VENT CORNER .080 7Yp, I W ll— U 4624 � Z 1/+ EQUAL LEG fRAME 29 VENT(INSUL. LAM. GLASS) i- 1.757 Qty ALL FRAME AND VENT CORNERS TO BE Pl'KH PART 3 4UAN9TTY D7INCRIPTION MATERIAL MANP./BUPIMdP.R/1DSMA8H8 V to SEALED WITH GE SILPRUF OR£GUN. 1 CC-373 4 FLANGE FRAME 8063-T6 DIDALEX OR MY. IA CM-397 4 EQUAL LEG FRAME 6063-76 WDALEX OR EQUIV. 4190 TYP, 2 CCI-378 4 VENT(5/16'LAM.GLASS) 6063-76 INDALEX OR EOUN. 1075 N n 28 CGI-381 4 VENT QNSUl.LAM.GLASS) 6063-TB WDALEX OR E". M 6 20 CGI-385 4 VENT(7/18•IAM.GLASS) 8083-T6 INDALEX OR tDIxV. .720 1.438 3:c) i 3 CC-375 4 OGEE GL42M BEAD 6063-15 WDALEX OR EQUN. �i 3A CGI-396 4 SQUARE GLAZING BEAD 8063-75 INDALEX OR MUM. -}. b- 4 - 4 .060 7HK:K CORNER KEY VsTm 1.347 p 4 6 - 8 .060 THICK CORNER KEY - O VENT(7/16"LAM.GLASS) 0 8 AP-425 AS READ. FRAME WFATHERSTRIPPRKG SCHIEGEL APTUS 7 Q250-K-190 AS REOD. VENT WFATHERSTRO'M SCHLEGEL O-LON .754 8 35-10-00-101 2/VENT 4 BAR HNOE.AT TOP AND BOTTOM TRUTH,ATTACHED W/(6)/8 X 3/6'SS SMS 9 24-13-00-202 2/VENT FACE MOUNT LOC( TRUTH,ATTACHED W/(2)08 X 3/8'SMS e 9A - 1/VENT Man POINT LOCK TRUTH 030 g ll 9B - 1/VENT MULTI POINT LOCK 10 - 2/VENT .110 TWCK LOCK KEEPER.ATFRAME JAMB FACINO CGI,AT7ACHID.W/(2)J10 X 3/8'SS SMS111 OPERATOR(OPTIONAL) TRUTH,ATTACHED W/(2)/8 X 3/8'SS SMS 1 OPERATOR(OPIKWAL) STEEL INTERLOCKO CGI-375: OGEE GLAZING STOP 3S$ 21 1 I 12 60175 1 OPERATOR TRACK I STEEL TRUTH,ATTACHED W/(2)/8 X 3/8"SS SMS 753 13 - 2/CORNER FRAU AND VENT ASSEUMY tYs - /10 x 1-t/4•SS SMS _ .808 .83G 13 • • • • • • • • • .817 u x- • •• • • • • ••• • ..l�CGI-396: SQUARE GLAZING STOP •• ••• •• • • • •• �a Y n� PROWCT REVISBD � 3 PA PE 1 70592 as c Plying with the Flodda 3 DAN. Building Code 8 , Acceptance No 4.0 D/ ,,E • 0:0 •• • ••• • • B,piraliop IMto /8LIJ 5 *00 3 6• • •• • • •• • • rf. "!'�Y,JL' 2KMim Dadapraduc te drawing no. FRAME CORNER • •• • • • •• • ••• •• •• 1 ,_ 6098-100 sheet 2 of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 3/16'ANN.GLASS 3/18•FEAT STREN'D CLASS t, t/8'ANN.GLASS 480'Satlex Clear And Color Gloss 090"Sa11ex Geor And Color Mose �BEy'Eaetmon Chemical Co.' By'Eastman Chemical Co.' 090•Interloyer 075'Saflex CP WRFI PET Core 073'Saflex CP YfAh PET Core �Y Saflex Clear And Color Glass tNTERLAYE1t5 INTERIAYERS B7'Eastman Chembat Co.' �''Eastman Chemical Co.' 8Y'Eastman Chemical Co.' sb .CW DuPont SenityGloeF7 090'DuPont SentryGlas z By'EJ.DuPont De Nemours&CO., Ina' By'E.L DuPont De Nemoure&Co.,Inc. 1/8"ANN.MASS 3/16'ANN.GLASS �, 3/16"HEAT Smeo GLASS SQUARE� 1" SILICDINE I s g 1 1 ALL.GLASS IYPFS 1 1 OPTIONAL GE-IM I SILICONE \ l SILICONE II 1 DOW 899 1 1 DDOW M �I11d�9905 1 1 5E-1200 I I: Dov M DOW 899 I I' DOW 899 8/18 NOMINAL 7/18 NOMINAL 7/18" NOMINAL 84 GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' 15 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS �Z OIxxx NO SHUrTM PEauRED NO SHUttERSS REGIMM NO SHUGERS REaWIm �Uog7 JL'� REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 1HRU 7 FOR RATAtlAT10N DETAILS REFER TO SHEETS 5 THRU 7 FOR INSIAUATx1N DETAILS Z at 61 WINDOW DIMS. GLASS TYPE'8' GLASS TYPE'9' GLASS TYPE'8' WINDOW DIMS. GLASS TYPE•2' GLASS TYPE'8• GLASS TYPE'8' WINDOW DIMS. GLASS TYPE'9' GLASS TYPE'9' GLASS TYPE'8' UI aNOFLj WIDTH HEIGHT AJC.(+) TNT.(-) EM.(+) TNT.(-) EM.(+) INT.(-) WIDTH HEIGHT W.(+) 1M.(-) EXT.(+) 1M.(-) CO.(+) INT.(-). WIDTH HEIGHT EXT.(+) TNT.(-) DG.(+) TNT.(-) IXC(+) INT.(-) 20• 110.0 194.3 110.0 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 1104 195.0 19-1/8' 110.0 195.0 110.0 1SS.0 110.0 195.0 s` .'. 24' 710.Q 181.9 110.0 195.0 110.0 195.0 24' 73.4 73.4 ITOA 120.0 1104 120.0 26-1/2' 110..0 195.0 1104 195.0 110.0 195.0 V 28' 110.0 138.8 110.0 195.0 110.0 195.0 28' 64.2 64.2 110.0 120.0 110.0 120.0 37' 26• 110.0 145.4 110.0 195.0 110.0 195.0 Z 30• 38' 110.0 129.5 110.0 195.0 110.0 195.0 30' 86' 60.6 60.8 1104 120.0 1104 120.0 42' 110.0 128.1 110.0 185.0 110.0 1954'k 3Y 110.0 121.4 110.0 195.0 110.0 195.0 3Y 57.5 575 110.0 120.0 1104 120.0 19-t/8' I lob 190.6 110.0 193.0 110.0 195.0 )(p � �L 36' 107.9 107.9 110.0 198.0 110.0 195.0 3B' - - emo 604 60.0 80.0 28-1/2' 110.0 137.5 110.0 195.0 110.0 195.0 IG•1, 38-3/8 40• 97.1 97.1 170.0 195.0 1104 120.0 40' - - 60.0 86.0 80.0 60.0 T 98b 98.5 110.0 1845 110.0 120.0 4Y 92.5 92.5 110.0 120.0 60.0 60.0 20' 66.4 66.4 110.0 195.0 110.0 120.0 42' 86.8 86.8 110.0 120.0 110.0 120.0 20" T. 1665 110.0 195.0 110.0 198.0 24' 56.1 38.1 110.0 120.0 110.0 120.0 19-1/8' 110.0 1445 110.0 195.0 110.0 195.0 �n m 24' 110.0 138.8 110..0 1934 110.0 195.0 28• 72• 489 48.8 110.0 120.0 710.0 120.0 28-1/Y -6 8' 99.7 104.3 110.0 7950 110.0 195.0 5�f M at 28' 110.0 1189 11ob 1984 110.0 195.0 30' 464 46.0 110.0 120.0 110.0 120A 37' / 74.7 74.7 1lob 120.0 110.0 120.0 � O M _ y(e7 a o3 30' 110.0 1114 110.0 7854 110.0 188.0 3Y 439 43.6 110.0 120.0 110.0 120.0 42• 05.8 63.8 110.0 120.0 110.0 12MG m Z Z 3Y 42 104.1 104.1 110.0 185.0 110.0 120.0 36' - - 604 604 894 604 18-1/8' 98.7 1042 110.0 185.11 110.0 1950 38" 92.6 925 110.0 120.0 110.0 120.0 32' 78' - BOA BOA 804 804 28-1/2• 83' 749 77.8 110.0 120.0 110.0 120.0 40• 83.3 83.3 110.0 120.0 110.0 120.0 37Y' - - 60.0 SAD 60.0 604 37' 60.0 60.0 110.0 120.0 110.0 120.0 V O 4Y 793 78.3 710.0 120.5 BOA 60.0 20.• 524 52.0 110.0 120.0 150.0 1204 4Y - - 894 80.0 604 S0.0 O 20' 110.0 143.7 110.0 185.0 110.0 I95b 24' 439 43.8 110.0 120.0 110.0 120.0 19-1/8' SSA 63.0 110.0 195.0 110.0 120.0 247 110.0 121.4 110.0 195.0 110.0 185.0 28• 78• 36.1 38.1 110.0 120.0 110.0 120.0 26-1/2' 74-1/4' 46.6 46.6 110.0 1 120.0 110.0 1204 28' 1039 104.1 110.0 1954 110.0 720.0 30' - - 110.0 120A SOLD SOA 37' - - $9.8 594 599 599 30' 97.1 97.1 110.0 195.0 110.0 120.0 M. - - 604 60.0 60.0 604 37' 77" - - 583 583 56.3 58.3 >k Ik 3Y 91.1 91.1 110.0 120.0 110.0 1204 20' 413 0.5 110.0 120.0 1Lob 1200 36• 809 80.9 110.0 120.0 1lob 120.0 24' 34.9 34.9 110.0 120.0 110.0 120.0 ,� 9' UMIT MAX.LOADS TO 171.0 PSF o WHEN MULTI POINT LOCK 6Y'INETRLOW 98 40' 729 T29 170.0 120.0 110..0 120..0 28' 84' - - 710.0 120.0 843 345 is USED c 4Y 69.4 69.4 110.0 1204 SOA 80.0 30' - - 512 511 512 57.2 20' 110.0 1295 110.0 195.0 110.0 195.0 32' - - 483 483 48.3 48.3 Bak SIZE 37'X 77'APPLICABLE TO FLANGE FRAMES ONLY 333 5: 24' 96.0 1079 ttob 195.0 118.0 195.0 SEE SHEET I 28' 88.2 92.5 110.0 120.0 110.0 1204 NOTE. o ~ 39' 64.4 SU 110.0 1204 110.0 120.0 s0.' •• e•• • • • • • •• GLASS CAPACITIES ON THIS SHEET ARE b12 i 32• 80.9 80.9 110.0 120.0 110.0 120.0 • • • • • • • • • 36' 719 719 110.0 120.0. 110.0 120.0 • • •• • • • • • BASED ON A$TM E1300-09 (3 SEC. GUSTS) - • •• • • • • ••• • AND FLORIDA 13UILOING COMMISSION o 64.6 649 110.0 120.0 110.0 120.0 • • • • • • • • • DECLARATORY STATEMENT OCA05-DEC-219 42' 61.7 81.7 110.0 120.0 604 60.0 •• •e• •• e • e e e 20' B&8 112.6 110.0 185.0 flab 195.0 11 JAVCMLAHMAD PRODpl)ft withUCT N 24' 659 9S.4 110.0 195.0 110.0 120.0 ?Q�392 - 28' 76.7 83.3 110.0 t20.O 1TDA 120.0 • 000 • 000 • • ! Attdep---NNo 4' �h $ �t 30' 60" 73.2 77.7 110.0 120.0 110.0 1204 I e ration Oafs l `"" q 32' 70.2 729 110.0 120.0 110.0 1204 NOTE: e•• 1 • e•t •• • e•t t t 1-'� A 3 b 201 ML PFoduotCaatloY� drawing no. JB' 849 849 110.0 120.0 f l0A 120.0 (1 j LOAD/AREA LIMITS •• • • • • • • �^n)y�ae (_ 40' - - 60.0 :a eoo sox FOR +110.0,"1200 PSF X16.34%. FT. •• e v W98-100 az• - - eoo �.01 60.0 Box +110.0, -195.0 PSF 10.00 SO. FT. sheat Sof 7 0:0•• • • • • 0:0•• • • • e e •e • e • •e e e 1/8-TEMP.GLASS 1/8'TEMP.GLASS �U AIR SPACE 090"SaBex Clear And Color Giese AIR SPACE 090'Salex Clear And Color Glass /o 1/8"ANN. CLASS IIY'Eastman Chemical Co.' 1/8"TEMP.GLASS By'Eastman Chemical Co.' •r 075'sSaftextman CP mita PET Cora 075"Satlex CP YAth PET Core 0 INIERLAYERS gy'Eastman Chemical Co.' IMERtAYERS By'Eastman Chemtcai Co.' 090'DuPont SentryGlas .090"DuPont Sentrywas e� By'EI.DuPont De Nem6urs&Co..Inc.' By'E.L DuPont De Nemours&Co.,Inc.' SQUARE BEAD 1/8"ANN.GLASS 1/8'TEMP.CLASS OPTIONAL o. ALL GLASS TYPES p r SILICONE SILICONE V GE-1200 GE-1200 � DOV 995 DLIV 995 "tQ� DOM 899 DOW 899 AIR SPACE CONSISTING OF, n SETTING BLOCKS '- SETTING BLOCKS SPACER AROUND 2/ 2LITETHE PERIMETER OF THE GLASS 3/4" INSULATED DUROOMETER 85+5 3/4" INSULATED DDUROIMETER 85±5 v d1 8 GLASS TYPE '2A' GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WWOWS 111 No SHUITEAS REDteRM NO SNUGFRS RECRUREO NO SKATERS REDNREO T REFER To SHEETS 5 THRU 7 FOR UWALUDON OEIMLS REFER TO SHEETS 5 THRU 7 FOR W OtUABON DETNL4 REFER TO SHEETS 5 1NRU 7 FOR INSYALIAM OEFAR.S Z WINDOW DAMS. CLASS TYPE 12A• GLASS TYPE'8A' WINDOW DIMS. GLASS TYPE'211• CUSS TYPE'SA' WINDOW DIMS. GLASS TYPE'EA' GLASS TYPE'SA' O WIDTH HHIOHT EXT.(+) INT.(-) EXr.(+) 1M.(-) 670TH HEIGHT EXr.(+) 1M.(-) EXT.(+) IM.(-) vADTH HEIGHT EXT.(+) 1M. (-) EXT.(+) INT.(-) 20' 110.0 194.3 110.0 195.0 20• 86.7 86.7 110.0 169.0 19-1/8- 110.0 195.0 110.0 195.0 24" 110.0 181.8 110.0 195.0 24• 73.4 73.4 110.0 120A 26-1/2' 110.0 203.0 110.0 195. (3 m 28" 110.0 138.8 110.0 105.0 28- 64.2 64.2 110.0 120.0 37' 26' 110.0 145.4 110.0 195.0 z 30• 36• 110'0 1295 110.0 195.0 M. BB' 60.6 60.6 110.0 118.2 42• 110.0 12&1 110.0 195.0'k IA 32" 110.0 121.4 110.0 195.0 32• 575 57.5 110.0 112.2 19-1/8' 110.0 190.6 110.0 195.0 36' 1079 107.9 110.0 195.0 38' 80.0 80.0 1 - - 26-i/2" 110.0 1375 110.0 195.0 O W 38-3/8" 40' 97.1 97.1 110.0 120.0 40' 60.0 60.0 - - 37' WBS 985 110.0 120.0 0 42• 925 925 110.0 120.0 20• 66.4 66.4 110.0 1204 42- 88.8 86.8 110.0 120.0 20' 110.0 1685 110.0 195.0 24' 56.1 56.1 109.3 109.3 19-1/8- 110.0 1445 110.0 195.0 N N 24' 110.0 1389 110.0 195.0 28' 7Y 489 489 95.3 95.3 26-1/2' 50-5/8- 99.7 104.3 110.0 195.0 ?�C,4;;m 28" 110.0 118.9 110.0 195.0 30' 46.0 464 89.8 899 37' 74.7 74.7 110.0 120.0 O n 30' 42' 110.0 111.0 110.0 195.0 1 32' 439 43.6 85.0 85.0 42 659 85.8 110.0 120,0 Z Z ti 32- 104.1 104.1 110.0 120.0 36• 60.0 60.0 - - 19-1/8- 86.7 104.2 110.0 195.0 pp SLS 36" 9" 925 110.0 120.0 32• �, 60.0 60.0 - - 26-1/2- &T' 74.9 779 110.0 12MO O O 40- 83.3 83.3 '110.0 120.0 36- 80.0 1 60.0 - - 3Y 604 60.0 110.0 1t7. (jO 1. 79.3 79.3 110. 120.0 20' 52.0 52.0 101.3 101.3 42' 60.0 00.0 - - O 20' 110.0 145.7 110.0 195.0 24• 439 439 85.4 85.4 19-1/8' 634 63.0 110.0 120.0 24' 110.0 121.4 110.0 195.0 28' 78' 38.1 38.1 74.3 74.3 26-1/2' 74-1/$ 46.6 46.8 90.9 90.9 1' 104.1 104.1 110.0 120.0 32• 604 80.0 - - 37- 599 59.8 30 �� 97.1 97.1 110.0 120.0 20• 415 415 a" 80.8 37- 77• 563 58.3 32- 91.1 91.1 110.0 120.0 24' 349 34.9 88.0 BBA p 38' Sag 809 110.0 120.0 28• 84' 545 545 - - nk LIMIT MAX LOADS TO 171.0 PSF ° HF WHEN Man POINT LOC(BY'INETRLOCK' ® R yX 40' 728 729 110.0 120.0 30- S12 51.2 - - IS USED R55$ S 42- 68.4 69.4 110.0 120.0 32' 483 48.3 - - 20' 110.0 1295 110.0 195.0 nk#SIZE 37•X 77'APPLICABLE TO FLANGE FRAMES ONLY 5 8 24" SILO 107.9 110.0 19S.0 SEE SKEET 1 28- 925 925 110.0 120.0 NOTE: zi m a m^- GLASS CAPACITIES ON THIS SHEET ARE q W.3W.3�• �• e4.a 110.0 126.0 •• ••• • • • • •• BASED ON ASTM E1300-09 3 SEC. GUSTS 32' 80.9 80.9 110.0 120.0 • • • • .0. • • • AND FLORIDA BUILDING COMMISSION ) "u - 36' 71.9 71.9 110.0 120.0 • 40' 84.8 849 110.0 120.0 • • • ••• • • • • •• DECLARATORY STATEMENT DCA05-DEC-219 •• • • ••• 42' 61.7 61.7 110A 120.0 •• ••• •• • • • •• Engr:JAYAD AHIM PRODUCTRHVISRD o 20- 989 1126 110.0 188.0 Ow se complying with the PhMa 3 24- 859 95.4 110.0 12MO �[___70582 IIuBding Coda 28' 7&7 83.3 110.0 120.0 .OTE; ,�o� R ;N 2 'S 30' 73.2 77.7 110.0 120.0 ••• •.• ••• ••�D/A9A.LIW1% 32• �• 70.2 729 110.0 120.0 • • • • •FOR +1dO.A, •120.0 PSF = 16.34 SO. FT. By 39' 649 64.8 110.0 120.0 •� t• • •t t • •+1100, 19.5.0 PSF = 10.00 SO. FT. Mi Date Produei C°arco} I drawing no. 40• BD.0 �.0 - - ••• • •• • •• • W98-100 42' �A �o - - APR W--t-4 0.( 7 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . INSTALLATION CONDITI aR nNc11FLANGE OR PERFORMANCE VIALUESAPE SHEET 6 PLIE TO ALL FOUR SIDES) TYPICAL ANCHORS � SEEELEV FOR SPACING SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS TYPICAL ANCHORS a SEE ELLE'.FOR SPACING SEE ELEV.FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION e• STRUCTURES THK.ASN. A f 3/8° SG�i SEALANT SEALANT g q • a 'v V' 2 1/8' 'a.a• \v=i 2 1/87 I C°b�a v0 o MIN. < . ° 2-1/2°MBs. 2-1F 1 MMINW. W INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MANER496 PRESSURE TREATED MAIL:PRESSURE TREATED Nm TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z n ON ALL FOUR SIDESO USING WOOD ON ALL FOUR SIDEVUSING WOOD METAL STRUCTURES to o Ow 1/8'ASN. U(r TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING SEE ELEY.FOR SPACING =N SEE SHEET 6 FOR DESCPoPDON SEE SHEET 8 FOR DESCRIPTION ��._� SEE SHEE(6 FOR DESCRIPTION c ()N 1 3/8' II �l o 3 » SEALANT SEALANT ii it 3 0 II 1 !Z? it 1 G5 L- aQ�� it it I --j ttgg;; tgtg • a..aa _.•a•.•ea 21/8' `-- 916f < BUCK INSTALLATION BY OTHERS 6 BUCK INSTALLATION BY OTHERS >Q I. uIN 1'MIN. ATTACHMENT TO c APPROVED MULLIONS INSTALLATION TYPE '3WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WODD BUCK TYPE '4' PRESSURE TREATED kATE61A1,:PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDESMSING WOOD •• QWsAL6 FOUR ZIOE$✓USING iYDOD • •• • • • • ••• • ALUM CHANNEL • • • • • • • • • m ', 3/4'X 1'X3/4° 1/8' •• 00* •• • • • •• Ergr.JAVAD PP.ODUCT'REVISED a 2-1/2'X LONG CiYp. as nomplyfng with Die FIM& AT ANCHOR LOCATIONS 1 ••• • ••• • • FLA. "won Date $ 5 • • • • • • • • • ��3636]•q .01 �s • • • • • • • • • ttt777!!! ( !�ai � aWt WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN •• • • •• • • •• • • LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. 4WoR CdtOON_•• ••• ••• ••• % I WQ$-10O THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet 5 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS X-UAL LEG FRAME (APPLIES TO ALL FOUR SIDES) ZFOR ANCHOR PERFORMANCE VALUES SEE SHEET 61%tul TYPICAL ANCHORS SEE EL ..FOR SPAdNG cccppp p, SEE SFTEEf 6 FOR DESCRIPTION y� METAL TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES 3 SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING V6"114K.MIN. d.`G�-SII v SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION (L st 1 1 3/8" 1 8 r c z 1/e" 2 1/8' :va.°. v.0 -� .' �a av.`. v•� s,' 'a MIN. �iIF e 1' MIN. ° 1"MIN O 2-1/2"MIN. 2-1/2-MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' 3 Z MATE 61A6:PRESSURE TREATED MAI:PRESSURE TREATED ps _ cn TYPICAL INSTALLATION DETAIL TYPICAL INST_ TION DETAIL /�ACHMENT TO �-; ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDEVUSING WOOD METAL STRUCTURES 00 MIN. �i�1^S �4--" m TYPICAL ANCHORSTYPICAL ANCHORS TYPICAL y cV M .FOR SPACING Q M, S EE FOR SPSPACING SEE EE FO SPACING I 1P 6 FOR DESCRIPTION Z !LET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION , . 1�/es ii U�� ° 27/8' , a •.a' 21/8'MIN.ATION BY OTHERS e SUCK INSTALLATION BY OTHERS ATTACHMENT IOAPPROVED MULLIONS 1'MN. C•W w n a INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' }FOOD BUCK TYPE '4' �o •• ••• • • • • • •• i c°•ox MATE�L:PRESSURE TREATED • • • • • • • • • 'PRESSURE TREATED TYPICAL INSTALLATION DETAIL • •iYPICAE IN67AILLAF M DETAIL ON ALL FOUR SIDES/USING WOOD ••• •OIZE ALL.1d)UR STOEI/ INS.10100D •� gg Engr.)ACWL PRODUCFRUMW 3 GM 70592 Builds M Be th llw FWda 44 • ••• • ••• • • A �1 °a�M D .Dl II l�0 204 �e a • • • • • • • • • �• BY drewing no. WOOD BUCKS NOT BY CGI CORP., MUS SUSTAIN •• • • •• • • •• • • / .'� Ilea Aado ProdnM CollkOY LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 060 • ••• ••• ••• ••• U 1 W98 1 00 THEM TO THE BUILDING STRUCTURE. sh60t 5,1of7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS ANCHo83 W/0 81DIAR CMP ANCR0119 wrm SHEAR CWP ANCHORS W/O SHRAR CLIP ANCHORS WITH SffUR CLIP ANCHORS W/0 SHRAR CWP ANCHORS WITH SMR CLIP WINDOW DIMS. AT 17"O.C. AT 10'O.C. AT 17"O.C. AT 10"O.C. WINDOW DBM AT 17"O.C. AT IO'O.C. AT 17"OA. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT IO'O.C. AT IY O.C. AT 10"O.C. 00 WIDTH HEIGHT -(+)/INT.(-)EXL(+)/MT.(-)EXT.(+)/WL(-)EXL(+)/947.(- VADTH HEIGHT EXT.(+)/INT.(-)IXL(+)/OTT.(-)EXL(+)/WT•(-)EXL(+)/O7T.(-) WIDTH HEIGHT EXT.{+)/IM.(-)EXT.(+)/IM.{-)EXT.(+)/W.(-)EXL(+)/INT.(-) O 20° 195.0 195.0 154.8 195.0 M. 78" 133.2 195.0 76.4 1221 t9-1/e 105.0 195.0 149.4 195.0 �d 24' 195.0 195.0 129.0 1724 36' 118.4 1895 67.9 10&6 26-1/2t' 26' 195.0 195.0 107.8 161.8 ' d 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 19" 37' 195.0 195.0 77.2 115.9 p 30' 180.0 195.0 103.2 137.6 24' 173.1 195.0 99.2 158.8 t9-1/8' 195.0 195.0 151.9 195.0 O 32, 36' 168.8 195.0 96.8 129.0 28' 78• 148.4 195.0 8&1 136.1 26-1/r 38-3/8" 191.2 195.0 109.6 146.1 tt p u 36" 150.0 198.0 86.0 114.7 30' 1385 195.0 79.4 127.0 3Y 138.8 182.8 784 164.7 1, n 40' 135. 180.0 77.4 103.2 32° 129.8 193.0 74.d 719.1 18^t/8' 19&0 195.0 1535 191.9 V p 42' 128.6 171.4 73.7 98.3 20' t9&O 195.0 132.7 195.0 26-1/2' 50-5/8' 193.2 195.0 110.8 13&5 Q 20' 195.0 195.0 132.7 17&9 24' 8$ 195.0 195.0 110.6 165.9 37' 138.4 173.0 79.3 99.2 O n O 24' 192.9 195.0 110.8 147.4 28' 165.3 1954 94.8 1421 19-1/8' 1954 195.0 123.3 195.0 •g� 28' 1653 195.0 94.8 128.4 32' 154.3 195.0 88.5 132.7 26-1/2' 155.3 195.0 894 155.8 3D' 154.3 195.0 a&S 117.9 3Y 111.2 194.6 83.8 111.6 9q�7� QL' 32' 42• 144.6 192.9 824 110.6 42' 9&0 171.4 56.2 98.3 36' 128.6 171.4 73.7 981 19-1/8' 195.0 195.0 130.8 195.0 31111 r 40' 115.7 154.3 66.3 885 26-1/2• 74-1/4" 184.7 195.0 94.4 151.1 42' 110.2 146.9 83.2 84.2 37• 117.9 188.6 67.8 108.1 20' 195.0 195.0 154.8 1935 V 24' 195.0 195.0 129.0 161.3 Z m 28' 1929 185.0 110.6 13&2 M' 180.0 195.0 103.2 129.0 0 32• 48' 1sa9 195.0 909 12091 TYPICAL ANCHORS: SEE ELEV.FOR SPACING 36' 150.0 187.5 8&0 1075 (3 F 40 '135.0 168.8 77.4 96.8 1/4" DIA. KWIK-CON II BY 'HILTI'(FO=163 KSI,FY=157 KSI) 42' 128.11 160.7 73.7 92.1 1 „1./4" DIA. ULTRACON BY'ELCO' (FU-177 KSI,FY-155 K9) to 20' 195.0 195.0 137.6 195.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 N M 24' 195.0 195.0 114.7 172. O M 28' 171.4 195.0 983 147.4 1-1/2" MIN. PENETRATION INTO WOOD z z� 30' 160.0 19&0 91.7 1379 THRU 1 BY BUCKS INTO CONC. OR MASONRY M. se 150.0 195.0 116.0 1294 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 C, 36• 1333 195.0 76.4 114.7 DIRECTLY INTO CONC. OR MASONRY U 40' 120.0 180.0 66.8 1031 1 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0 42• 1 114.3 171.4 655 983 20" 195.0 195.0 123.8 185.13 1 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 24' 780.0 19&0 103.2 154.8 I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 28' 1543 195.0 a85 132.7 INTO METAL STRUCTURES ai z 3ff 144.0 195.0 82.6 123.5 STEEL : 1 8 THK. MIN. F 36 KSI MIN. c ANCHORS,W/0 SHEAR CLP ANCHORS WITH SHEAR CLIP / " (Y ) o 3r 135.0 IS&O 77.4 116.1 ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) 36' 120.0 180.0 MAI 1031 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 40" 10&0 162.0 619 92.9 4r 1029 1543 594 a" TYPICAL EDGE DISTANCE 2D• 195.0 195.0 140.7 195.0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 24' 195.0 195.0 1173 1641 INTO WOOD STRUCTURE = 1" MIN. m ze" 1753 1950 tool 140.7 INTO METAL STRUCTURE = 3/4" MIN. o y$ g 30' 88' 163.13 195.0 93.8 1313 •• ••• • • • • • •• j s • • • • • • • • • CONCRETE AT HEAD, SRS.OR.IAMF3S ire = 3000 PSI MIN. - 32' 153.4 195.0 88.0 123.1 • • •• • • • • • C-90 HOLLOW/FILLEO BLOCK AT JAMBS I'm - 2000 P51 ��- .w 135.4 1909 782 1095 • •• • • • • ••• • 40' 122.7 171.8 70.4 9a5 •• ••• •f • • • •• Eng:OMAO AHMo PRODUCF REVISED e 20" 195.0 195.0 129.0 180.8 CML as complying with W0.Ploma iN TLA PE 70592 Btd dding Cam - 24• 1875 195.0 107.5 1805 CAN. 213' 72' 160.7 195.0 92.1 129.0 • ••f • ••• • • 3 t`api�ton Data !1� �y '. 30' 1504 195.0 864 120.4 • f • • • • • • • • j i 1. 140.6 195.0 80.6 112.9 • • • • • • • • • qfl 8Y 38' 125.0 175.0 71.7 100.3 •• • • •• • • •• • s �FIa{°7 Dada P10dactCablNY drawing no. 000 :' 00 'a ••' '.' E 1t wss-goo sheat 8 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING )OETAII.S ~ OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK p•� $ INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES �Y USE LCWER APPLICABLE VALUES. co WINDOW DIM WINDOW DIME. WINDOW DIMS, WID1H NEx;Hr Exr.(+3 INL(-) 1Wm11 HaoHr EXL(+) 1NL(-) WIDTH HEIGHT IDcr.(+) INT.(-) p 20' 110.0 195.0 20` 105.8 120.0 19-1/8• 110.0 195.0 =1 zd 24' 110.0 195.0 24' 90.9 120.0 26-1/2` 28' 110.0 195.0 28' 110.0 186.5 28• 78' 80.5 110.3 37' 110.0 184.2 0 $ 30' 36` 110.0 182.4 30' 76.3 104.7 4Y 110.0 152.4 (L �t 3Y 110.0 179.5 32• 60.0 60.0 19-1/8' 110.0 195.0 39• 110.0 177.3 38` 60.0 60.0 28-1/Y 110.0 172.6 8 38-3/8' VVV 49' 105.8 145.1 20• 102.7 120.0 37' 110.0 158.3 42` 97.0 120.0 24• 88.2 120.0 42' 95.7 120.0 Q q 20• 110.0 179.5 28' 78• 77.9 120.0 19-1/8' 110.0 195.0 24' 110.0 159.6 30' 73.9 to1J 26-t/Y 110.0 154.7 ; I 19 3 to so-s/6• . 28' 106.9 146.6 32• 60A 60.0 37• 94.0 120.0 I I � M s 30' 42• 103.5 141.9 20' 110.0 120.0 4Y 89.8 120.0 t 3Y 100.7 138.1 24' 97.0 120.0 19-1/8' 109.3N149 j L=d ct L 38` 97.0 120.0 28' 84• 86.5 117.3 26-1/2' 84.8 I I er 40' 95.2 120.0 30' 80.0 80.0 37" 67.9 I X14 SMS I 4Y 95.0 120.0 32• 60.0 60.0 4Y 60.0 I AT 6`FROM ENDS I a 17°O.C.MAX.AT JAM11S 20• 110.0 t95.D 19-1/8' 110.0 II c�c�,V) 1,I,-,._1::.r��,�,+) U 24' 110.0 177.3 26-1/Y 74-1/4' 86.4 InSV1J 24°O.C.MAX.AT HEAD/SILL WUll a #14 SMS a 28" 110.0 160.9 37• 60.0 AT 6•FROM ENDS K 30' 110.0 154.8 19-1/8' 109.9 120.0 IY O.C.MAX.AT JAMBS 0 48° 24'O.C.MAX.AT HEAD/SILL 0 32' 109.1 120.0 26-1/2° LLI 76' 84.0 115.2 assee 1-12 0 36' 1035 120.0 3Y 50.0 60.0 I z 4 40' 99.8 120.0 18-1/8' IOBa 120.0 I v _ N o 4Y 95.0 120.0 26-1/2' 77' 82.7 113.4 'r a o r 20` 110.0 174.1 37' 60.0 80.0 \ \ BI:N 24' 110.0 152.0KLiuki O 3 M ]OWD 28• 99.8 120.0 Z ZO N e � 39` 985 120.0 °•4•y. .. '°. " 0- 32• 54' 91.9 120.0 •4•. 'O• C °4 . U 36' 88.2 118.2 ° •O• °'I TYPICAL ANCHORS TYPE'A'OR'B' TYPICAL ANCHORS TYPE'C' 40' 82.2 112.7 AT 6'FROM ENDS AND I AT 6`FROM ENDS AND O 4Y 80.6 1105 2 1/2•MIN. 17'O.C.MAX.AT JAMBS 17'O.C.MAX.AT JAMBS 20• 110.0 153.2 EDGE . 17'O.C.MAX.AT HEAD/SRL 24'O.C.MAX.AT HFAD/SILL 1• 97.0 133.0 INSTALLATION TYPE '5' ,IN$XLATION TYPE '6' 28• sea 119.0 TYPICAL ANCHORS: SEE ELEV.FOR SPAGNG 25Y W000 BUCK OR WOOD STRUCTURES c 32• ST 82.8 113.5 79 4 108.5 A - 1/4" DIA KWIK-CON B BY 'HILTI'(Fu=163 KSI,Fy=157 KSI) TYPICAL INSTALLATION DETAIL 0 K 36' 73. rola DIRECTLY INTO CONIC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 400 60.0 60.o 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY m fp 42' 80.0 00.0 B - 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 Ks6 Fy-155 KS1) 20' 110.0 171.0 DIRECTLY INTO CONIC. OR FILLED BLOCK 020 90sas 24' 107.8 120.0 ao8 1-1/4" MIN. EMBED INTO CONCRETE 055 tI 8 2s• 959 120.0 a• 000 • • •ws6' ala 129.0 2-1/4" MIN. EMBEQ INTO GROUT FlLLED BLOC9 • • • ItoC - #14 SMS (GRADE 2 CRS) •• •i 002 • 1.125 38• 60.0 60.0 INTO 213Y WOOD BUCKS OR WOOD STRUCTURES• ••• ••40' 89.0 60.0 6 rn,A Ap fficomplying�witlhl�etofidfl t 1-1/2" MIN. PENETRATION INTO WOOD FIA PE//70592 Bttoamgc ode 20' 110.0 1645 .125CK CAN.'3535 Amy3P Uao k J� - 24' 97.0 120.0 TYPICAL EDGE DISTANCE D 28• ° 86.0 117. IMO CONCRETE AND MASONRY = 2-1/2" Wit. •:• ••• •••;LUMINUM� OPTIONAL COVER :--�. :t �, P o 30' 61.7 112.0 INTO WOOD STRUCTURE = 1" MIN. • • • • • 6063;6 • • 6063-76 t' drawing no. 3Y 77.9 106.9 300Q••• • • •• • • •• • • `! 36" Bo.o 60.0 C-90 HOLLOW/FILLED BLOCK ACONCRETE AT HEAD.SILL OR T JAMBS t'm `!kl PMSIN•�I. ••• ••• ••• ••• �L 3 ONO W9s-100 ' �"'I sheat 7 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •