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WS-15-1569 Miami Shores Village C 7BY' UN � Z015Building 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 WS 20 I WBJ BUILDING Master Permit No. S 15— &60 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC �` PROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP est�tV �b CONTRACTOR DRAWINGS JOB ADDRESS: 2-96 /VV "( Z City Miami Shores County: Miami Dade Zip: -331,so Folio/Parcel#: I—3 (0 1—03 3 -(2 70 Is the Building Historically Designated:Yes NO ✓ Occupancy Type: S F 9, Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Ras Snc e") ' Phone#: Address: 266 NA,/ '12 S-1-a-eek - City: M iO yw► Skores State:_ F—I Zip: 33 I SO Tenant/Lessee Name: Phone#: Email: `` CONTRACTOR:Company Name: TC-vol C06'?orQ- j 0✓1 Phone#: 3®_C,_ -4/q1 -9q_37 Address: 2-0440 5W 123 Cocw+- City: M in rte ) State: rL zip: 3317-5 Qualifier Name: Zsmoel Qcrmc?s Phone#: State Certification or Registration#: CPC(3301' Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$0 0®0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: `n 4&1, :k Specify color of color thru tile: Submittal Fee$ 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$ f RPvicPdn9/7a/Mm a1 1 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 whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature E're4 t�� Signature OWNER or AGENT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2 S day of SGrYte ?20 IS ,by 2.S day of U-&frtie. .20 I S ,by (-�As f na S��v—CAr-eauwho is personally known to ZgevMP-1 Qctmos ,who is personally known to me or who has produced rL Qri.er-Ji Li cense 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: Cf/ ' Sign: � — Print: t r Print: ,•4;a•o�a., ALFONSO ESCORCIA W", ALFONSO ESCORCIA Seal: * Comn�ision#EE 831"693 Seal: _� : Commission#EE 834693 tNy Cor�{mission Expires s°� 0 N1 y Con4mission Expires September 03, 2016 '%H ,°� September 03, 2016 1 APPROVED BY `� Plans Examiner Zoning Structural Review Clerk Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237574 Permit Number: WS-6-15-1569 Scheduled Inspection Date: September 22, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CAMEAU, RASHA AND PAUL Work Classification: Window/Door Replacement Job Address:266 NW 92 Street Miami Shores, FL Phone Number Parcel Number 1131010331270 Project: <NONE> Contractor: JUVAL CORPORATION Phone: (305)491-8438 Building Department Comments REPLACEMENT OF 10 WINDOWS AND 3 DOORS. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 21,2015 For Inspections please call: (305)762-4949 Page 6 of 44 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241972 Permit Number: WS-6-15-1569 Scheduled Inspection Date: August 24,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Slab Owner: CAMEAU, RASHA AND PAUL Work Classification: Window/Door Replacement Job Address:266 NW 92 Street Miami Shores, FL Phone Number Parcel Number 1131010331270 Project: <NONE> Contractor: JUVAL CORPORATION Phone: (305)491-8438 Building Department Comments REPLACEMENT OF 10 WINDOWS AND 3 DOORS. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-241836. Not per plans A) :5 - Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 21,2015 For Inspections please call: (305)762-4949 Page 31 of 39 Notice of Preventative Treatment for Termites (As required be Florida Building Code(FBC) 104.2.6) Super Pest Control 305-264-7070 266 NW 92 ST MIAMI SHORES, FL 33150 Address of Treatment or Lot/Block of Treatment 08/20/2015 11:00 AM D. Rodriguez Date Time Applicator Cyper TC Cypermethrin 350 Product Used Chemical used(active ingredient) Number of gallons applied 0.50% APPROX 105 SQ FT 0 Percent of Concentration Area treated(square feet) Linear feet Treated RETREAT OF DISTURBED AREAS Stage of treatment(Horizontal,Vertical,Adjoining Slab,retreat of disturbed areas) As per 104.2.6-If soil chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line DD.� . Ir Certificate of Compliance for Termite Protection As required by Florida Building Code(FBC)1816.7) Super Pest Control 305-2647070 266 NW 92 ST MIAMI SHORES, FL 33150 Address of treatment or Lot/Blk#of treatment Soil Barrier Method of termite treatment-soil barrier,wood treatment, bait system, other The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department Agriculture and Consumer Services. " e� U4 Authorized Signature C� Building Department artment JUL t4 20S 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 l INSPECTION LINE PHONE NUMBER:(305)762-4949 Ills-- FBC 20 BUILDING Master Permit No.JS-6-15--1564 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION E] SHOP �J CONTRACTOR DRAWINGS JOB ADDRESS: 2,66 N U 2?- si cepl I City Miami Shores County Miami Dade Zip: Folio/Parcel#: /IS 1010 33 I Z 70 Is the Building Historically Designated:Yes NO L/ Occupancy Type:55 Fl? Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ICQSh o► C10 POr Phone#: Address: 26C NtJ of 2 5+4-Pe+ City: SACre—s State: L Zip: )Sm Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: -lA ll*d C:oc2pN q,•,j p.n Phone#: 905—4Yq I 8 413 St" Address: 204'/0 Cl- city: TCity: 1101 i ckm i State:_ PL Zip: R- 3 1?S Qualifier Name: lsknoe l L[3rn.,5 Phone#: State Certification or Registration#: C IRC I S3 0 C S 4 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ss�Repair/Replace ❑ Demolition Description of Work: I n 6 o v/ AG rh P n J-e i Specify color of color thru tile: ��i Submittal Fee$ Permit Fee$ SCD CCF$ CO/CC$ Scanning Fee$ ��" 0LD Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$_ YO, Bond$ /70,cb 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 whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t Bence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Q00154C4c C4—p�- Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 'J—G(X ,20 IS ,by 214 day of -J'u1 Y ,20 IS; by Atsin ca 1-1coe r ,who is personalty known to SSMae j Rat-10-5. ,who is personally known to me or who has produced 14 Qri„Qjr�; Lic.G_As a.. 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:�! - Sign Print: Print: 62 ire'a �aljs Ppe ,11111 ,,,,, ALFONSO ESCORCIA _-* 's Commission# EE 831693 Seal• sarn„ ,, Seal: a*� Commission# EE 831693 - My Commission Expires * ' o^ .,, My Commission Expires ` �; �' September 03, 2016 '-14.”fill September 03, 2016 APPROVED BY I Plans Examiner Zoning �} W Nv 93 Miami Shores Village r 1p in 10050 N.E.2nd Avenue NW E1aja.� in Miami Shores,FL 33138-0000 v' ' Phone: (305)795-2204 Expiration: 1 2712015 3, Project Address Parcel Number Applicant 266 NW 92 Street 1131010331270 RASHA AND PAUL CAMEAU Miami Shores, FL Block: Lot: Owner Information Address Phone Celt RASHA AND PAUL CAMEAU 266 NW 92 Street (305)915-2982 MIAMI FL 33150-2231 266 NW 92 Street MIAMI FL 33150-2231 Contractor(s) Phone Cell Phone $ 20,000.00 JUVAL CORPORATION (305)491-8438 Valuation: Total Sq Feet: 0 Type of Work:REPLACEMENT OF 10 WINDOWS AND 3 DOO Available Inspections: No of Openings:13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 DBPR Fee Invoice# WS-6-15-56099 $3.45 06/25/2015 Credit Card $50.00 $230.90 DCA Fee $3.45 Education Surcharge $4,00 06/30/2015 Credit Card $230.90 $0.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Fee $16.00 Total: $280.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strictnfor lity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assu ponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICA BING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI I : I that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a tl zoni g t rmore,I authorize the above-named contractor to do the work stated. June 30, 2015 Autho ature:Owner / Applicant / Contractor / Agent Date Build' g Department Copy June 30,2015 1 O 071% T B % u .: 6L99 Z9£90£ Hd ,��i♦?��••;S'N3'�..•� 860££ `-H `SMIVI IINVIW ♦i♦♦��i"1Nofe -10� NI HIM MN 9LL9 :SS3aaatl 89L69 'ON 'a1'1 '3'd Z31VZNOD 13"d :a33NION3 0000.• • • • 0000•• 0000•• • • . • • • 0000•• � • 0000•• 04.• •• .• 0000• 0000 •.•.0• • • 0090• •• . 0000 4 • • • • •4000• 00*000 694444 •. 000060 L6-6 suo4elnoj8o • 64' . .00. S39dd N0I1dIa3S3a 669040 0000 0000 056££V(IIUOl,l `83UGHS IINVIIN 133HIS Tu Z6 'M'N 99Z :SS3tiaav 30NMIS38 nv3wvo "lnvd (INV VHSV'd :133rOZld suoisvrlcn3r]IV3 rIVRAJD . s m t l Job Name: 266 Northwest 92nd Street, Subject: Roof Uplift Address: JMiami Shores, Fl- I Designer JPG Checker: Input Data: Wind Speed,V= a 1A mph (Wind Map, Figure 26.5-1A,B,C) Bldg. Classification= > (Table 1.5-1) Exposure Category (Sect.26.7.3) B Ridge Height, hr=TM ft. (hr>=he) Eave Height, he= ft. (he<=hr) Building Width= ft. (Normal to Building Ridge) Building Length=. --ft. (Parallel to Building Ridge) I L Roof Type (Gable or Monoslope) Plan Topo. Factor, Kzt (Sect.26.8&Figure 26.8-1) Direct. Factor, Kd= (Table 26.6-1) Enclosed?(Y/N) (Sect.26.2) Component Name=u '(Purlin, Joist, Decking, or Fastener) 0° Effective Area,Ae= ,; ;ft."2 (Area Tributary to C&C) hr h Overhangs?(Y/N)' (if used, overhangs on all sides) Th, i L _I Resultina Parameters and Coefficients: Elevation Roof Angle,0= 16.19 deg. Mean Roof Ht., h=1-1'2.75—]ft. (h=(hr+he)/2,for roof angle.>10 deg.) Roof External Pressure Coefficients, GCp: (Sec 30.4.2 or 30.6.2) GCp Zone 1-3 Pos. = 0.50 •••• GCp Zone 1 Neg._ -0.90 •••••• ••• GCp Zone 2 Neg._ -2.20 • GCp Zone 3 Neg. _ -3.70 • 0000.. .. . 0000 Positive&Negative Internal Pressure Coefficients, GCpi(Table 26.11-1): •••;•• 0 • +GCpi Coef.= 0.18 (positive internal pressure) •••••• 0000 •• • -GCpi Coef, _ -0.18 (negative internal pressure) '0 0 0 0' 06000 If z<= 15 then: Kz=2.01*(15/z )^(2/a) , If z> 15 then: Kz=2.01*(z/zg)^(21a) (T911%6*1 Case 1 v),6 0 6 6;0 a= 9.50 •6•••• ••i• 0660:9 zg= 900 (Table 6-2) :00:% •0 Kh= 0.85 (Kh=Kz evaluated at z=h) • 609000 •0000 • • Velocity Pressure: qz=0.00256*Kz*Kzt*Kd*V^2(Sect. 30.3.1, Eq.30.3-1) •• • ••• • qh= 56.57 psf qh=0,00256*Kh*Kzt*Kd*V^2(qz evaluated at z=h)•••0 9 Design Net External Wind Pressures(Sec. 30.4.2 and 30.6.2): WIND PRES. FOR ROOFING PSF For h<=60 ft.: p=qh*((GCp)-(+/-GCpi)) (psf) Zone 1-3 Pos =ghxGCP= 28.28 For h> 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psf) Zonal Neg =ghxGCP= -50.91 where:q=qh for roof Zone 2 Neg =ghxGCP= -124.45 qi=qh for roof(conserv. assumed) Zone 3 Neg =ghxGCP= -209.31 1 of 3 7/15/2015 11:26 AM 1 of 17 f. v in + 0 0.85' ti 56.57 38.47 -61.10 -134.64 -219.49 15.00 0.85 56.57 38.47 -61.10 -134.64 -219.49 4 10.50 0.85 56.57 38.47 -61.10 -134.64 -219.49 12.75 0.85 56.57 38.47 -61.10 -134.64 -219.49 Motes: 1. (+)and(-)signs signify wind pressures actingtoward&away from respective surfeces. •••• �' • 2.Width of Zone 2(edge), 'a'W 3.10 ft. 0• ••• : •. ... .. .. ... 3.Width of Zone 3(corner), 'a'= 3.10 ft. 4. If a parapet>=3'in height is provided around perimeter of roof with 0<= 1 GOOK:pgees, • •• Zone 3 shall be treated as Zone 2. • 5. Per Code Section 30.2.2,the minimum wind load for C&C shall not be less •••• sf. 00 a •• 6. References : a.ASCE 7-10,"Minimum Design Loads for Buildings and Ot4wO-jUflctureV,:, .. • 2 of 3 7/15/2015 11:26 AM 2of17 Roof Components and Claddina: ILL F r 1-- 1 l`. f n; 4 X '4 a 4 ? 4 # 3 +xS R 1 t V ! •`R f�. i t � I 0000 C r a Y1t • • 0000 •• ••• w a 'a a� a s •• • ••• • • 000.0• •• •• ••• Roof Zones for Buildings with h<=60 ft. 000000 • (for Gable Roofs<=460 and Monoslope Roofs<=30) .••. •. . • •0: :. . •' 0 00 00 00 000 0 .... .. .. "-> a ,+� •• •• 0000 •• 000 .f L • n 4 0000•• • • 0 so boo 000000 Z. y •• • • ••• • • • • • y F •• • �Y f r � � Roof Zones for Buildinas with h>60 ft. (for Gable Roofs<=10°and Monoslope Roofs<=30) 3 of 3 7/15/2015 11:26 AM 3of17 v w Job Name: 266 Northwest 92nd Street, Subject: IForwalls Address: IMiami Shores, FL Designer I PG I Checker. Input Data: Wind Speed,V= `r ;F mph (Wind Map, Figure 26.5-1A,B,C) Bldg. Classification= "' (Table 1.5-1) B Exposure Category= r, (Sect.26.7.3) Ridge Height, hr= ft. (hr>=he) Eave Height, he= ft. (he<=hr) Building Width= =ft. (Normal to Building Ridge) Building Length= ft. (Parallel to Building Ridge) L Roof Type= stip (Gable or Monoslope) Plan Topo. Factor, Kzt= (Sect.26.8&Figure 26.8-1) Direct. Factor, Kd= .w (Table 26.6-1) Enclosed?(YIN) (Sect.26.2) Component Name= (Girt, Siding,Wall,or Fastener) 00 Effective Area,Ae= ft.^2 (Area Tributary to C&C) hr h The Resultinc Parameters and Coefficients: L Elevation Roof Angle,0= 16.19 deg. Mean Roof Ht., h= 12.75 ft. (h=(hr+he)/2, for roof angle>10 deg.) Wall External Pressure Coefficients, GCp: (Sec 30.4.2 or 30.6.2) GCp Zone 4 Pos. = 0.95 GCp Zone 5 Pos.= 0.95 GCp Zone 4 Neg. = -1.05 GCp Zone 5 Neg. = -1.29 000* 000 0• Positive&Negative Internal Pressure Coefficients, GCpi(Table 26.11-1): 0** ' 0000.. ... 0000.. +GCpi Coef.= 0.18 (positive internal pressure) • -GCpi Coef. _ -0.18 (negative internal pressure) 900606 0 :... •: 0000 .. . 0 . • . • If z<= 15 then: Kz=2.01* 15/z ^2/a , If z> 15 then: Kz=2.01*z/z(� ^2/a able****�1) ** **** ( ) ( .7) ( ) C• .i �• 0000 00000' a= 9.50 (Table 30.3-1) 000000.. 0000 000006 zg= 900 (Table 30.3-1) 0000.. .• Kh= 0.85 (Kh=Kz evaluated at z=h) ' ' ' 0000 0000.. Velocity Pressure:qz=0.00256*Kz*Kzt*Kd*V^2 (Sect. 30.3.1, Eq. 30.3-1) "" qh= 56.57 psf qh=0.00256*Kh*Kzt*Kd*V^2 (qz evaluated at z=h7..' Design Net External Wind Pressures(Sec. 30.4.2 and 30.6.2): For h<=60 ft.: p=qh*((GCp)-(+/-GCpi)) (psf) For h> 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psf) where:q=qz for windward walls, q=qh for leeward walls and side walls qi=qh for all walls(conservatively assumed) 1 of 3 7/15/2015 11:51 AM 4of17 IMF OEM F15.00 0.85 56.57 63.74 -69.40 63.74 -83.37 0.85 56.57 63.74 -69.40 63.74 -83.37 r f � N 1 eke„ 3' Y 10 50 0.85 56.57 63.74 -69.40 63.74 -83.37 12.75 0.85 56.57 63.74 -69.40 63.74 -83.37 ease Notes: 1. (+)and(-)signs signify wind pressures acting toward&away from respective sgrfaces. •0000• 66:0 2.Width of Zone 5(end zones),V= 3.10 ft. •• •••• •• 3. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less ttfh;I*psf. •• •••• 4. References : a.ASCE 7-10, "Minimum Design Loads for Buildings and Othb?StitaCtures". •a e; .:0000 a ..e e e ...... .... 0,1 ... see. Wind Load for Doors and Windows •••••• • e e . 0, 6000 Design Pressures ps !00000 . ase. Opening area(ft"2) Zone 4 and Zone 5(+) Zone 4(-) •• Zorlee511: • Ultimate Allowable Ultimate Allowable Ultimate Allowable 10-25 66.8 40.1 -72.4 -43.4 -89.4 -53.6 26-50 62.6 37.6 -68.3 -41.0 -81.1 -48.7 51-100 59.7 35.8 -65.3 -39.2 -75.2 -45.1 101-250 56.7 34.0 -62.4 -37.4 -69.3 -41.6 251-500 52.8 •31.7 -58.4 -35.1 -61.4 -36.8 501 and UP 49.8 29.9 -55.4 -33.3 -55.4 -33.3 Allowable Values are based on 0.6 x Ultimate Value, as per ASD load combination 0.6DL+0.6WL 2 of 3 7/15/2015 11:51 AM 5of17 1 �a Job Name: 1266 Northwest.92nd Street, Sub'ect: For windows and doors Address: jMlami Shores, FL Designer: PG Checker. Input Data: Wind Speed,V= mph (Wind Map, Figure 26.5-1A,B,C) Bldg.Classification= (Table 1.5-1) Exposure Category= (Sect.26.7.3) B Ridge Height, hr= ft. (hr>=he) Eave Height, he= >;, s ft. (he<=hr) Building Width=' a ft. (Normal to Building Ridge) Building Length= ft. (Parallel to Building Ridge) I L Roof Type= (Gable or Monoslope) -�I Plan Topo. Factor, Kzt= (Sect.26.8&Figure 26.8-1) Direct Factor, Kd= : (Table 26.6-1) Enclosed?(Y/N) x; (Sect.26.2) Component Name= u (Girt, Siding,Wall, or Fastener) $° h Effective Area,Ae= . , ft."2 (Area Tributary to C&C) r f h The Resulting Parameters and Coefficients: L Elevation Roof Angie, 6=1 16.19 Ideg. Mean Roof Ht, h= 12.75 ft. (h=(hr+he)/2,for roof angle>10 deg.) Wall External Pressure Coefficients, GCp: (Sec 30.4.2 or 30.6.2) GCp Zone 4 Pos. = 0.95 GCp Zone 5 Pos.= 0.95 GCp 4 Zone N eg._ -1.05 GCp Zone 5 Neg.= -1.29 "" "• Positive&Negative Intemal Pressure Coefficients, GCpi(Table 26.11-1): 0000.. .. .. ... +GCpi Coef. =I0.18 (positive internal pressure) • -GCpi Coef. _ -0.18 (negative internal pressure) • •• • ' :•Deg* 0000. 00 . . . If z<= 15 then: Kz=2.01*(1 5/z "2/a , If z> 15 then: Kz=2.01*z/z ^2/a •I 0 0 3-1 • 00 •• ••• g) { ) { 9) { ) \� �pjq ) 0000 .. •. a= 9.5Q (Table 30.3-1) • .. .. 0000 .. ... zg= 900 (Table 30.3-1) 6660416 . 0• Kh= 0.85 (Kh= Kz evaluated at z=h) ' ' ' . 00 .0.0 Velocity Pressure: qz=0.00256*Kz*Kzt*Kd*V"2 (Sect.30.3.1, Eq. 30.3-1) . ... 90: qh= 66.55 psf qh=0.00256*Kh*Kzt*Kd*V"2 (qz evaluated at z=t�.' Design Net External Wind Pressures(Sec. 30.4.2 and 30.6.2): For h<=60 ft.: p=qh*((GCp)-(+/-GCpi)) (psf) For h> 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psf) where: q=qz for windward walls, q=qh for leeward walls and side walls qi=qh for all walls (conservatively assumed) 1 of 3 7/15/2015 11:29 AM 6of17 r E s. 0 0.8566.55 74.99 -81.65 74.99 -98.08 15.00 0.85 66.55 74.99 -81.65 74.99 -98.08 rry T fl_. .ply Y, a•n ti. �i h R 10.500.85 66.55 74.99 _-81.65 74.99 -98.08 12.75 0.85 66,55 74.99 -81.65 74.99 -98.08 Notes: 1. (+)and(-)signs signify wind pressures acting toward&away from respecti a s•utftpces. •••••• •• •:• 2.Width of Zone 5 (end zones), V= 3.10 ft. •• • •••• ; •• 3. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less'tM9oM6 psf. •• •• ••• 4. References : a.ASCE 7-10,"Minimum Design Loads for Buildings and Otl'Iff8frdctures". • ;• .•; ...... .... .. .. . . ••• • Wind Load for Doors and Windows 0***** • .. ... Design Pressures(ps •••••• Opening area(ft"2) Zone 4 and Zone 5 (+) Zone 4(-) • • Zopt • Ultimate Allowable Ultimate Allowable Ultimate Allowable 10-25 78.5 47.1 -85.2 -51.1 -105.2 -53.1 26-50 73.7 44.2 -80.3 48.2 -95.4 -57.2 51-100 70.2 42.1 -76.9 -46.1 -88.5 -53.1 101-250 66.7 40.0 -73.4 -44.0 -81.5 -48.9 251-500 62.1 37.2 -68.7 -41.2 -72.3 -43.4 501 and UP 58.6 35.1 -65.2 -39.1 -65.2 -39.1 Allowable Values are based on 0.6 x Ultimate Value,as per ASD load combination 0.6DL+0.6WL 2 of 3 7/15/2015 11:29 AM 7of17 Wall Components and Ciaddina; C � t } v r _ Wall Zones for Buildings with h<=60 fL see* 00 00 00 _ � F _ • • 0000 •• s•• t � - 0000•• •• •• ••• 1' • "� - �' � 0000•• • • • � 7 .A 5 � 0000 •• • • • 000000 •••• •0 •• •• •• •000 •• •:0 :, t � ;; r � � z ': .,r' 0000•• • • � ' t °' • • 0000•• • • •• • Wall Zones for Buildinsas with h>60 ft. 8 off 3 7/15/2015 11:25 AM Reinforced CMU Wall Partially Grouted. For 8" and 12" 'thick Block Walls. Project: 266 NW 92nd Street Date: 15-Jul-15 Page: Job No.: Miami Shores FL Design by: P.G. Revised: P.G. Description: Exterior wall Reinforced Masonry Axial Comoresion and Flexure ACI 530 P= Ib/ft ZONE M= 3, Lb-ft i ft Wind Pr= Y �d °"[�sf V=175 MPH LA'S�Y well Reinforcing^ fm= 4; psi Fs= 24000 psi Em= 1350 ksi Es= 29000 ksi h= in 4 Height of wall Bar#_ Block= in g Spacing= in Area(A„)= 40.7 inZ/ft As= 0.077 in?/ft I= 332 in4/ft b= 12 in S= 87.1 in'/ft d= 3.81 in r= 2.66 in/ft h/r= 51.88 P<Pa If h/r<99 Pa=(0.25 x fm x A„+0.65 x At,FJ x[1-(h/140r)Zj If h/r>99 Pa=(0.25 x fm x An+0.65 x At x F8)x(70 x r/h)Z Pa= x Lb OK fa<Fa fa= M'psi 4-- ---- Compressive Stress due to Axial Load •••• if h/r<99 Fa=0,25 x fm x[1-(h/140r)21 • if h/r>99 Fa=0.25 x f m x(70 x r/h)2 • • ...... .. ..... Fa= psi OK ...:.. fb+fa<Fb Fb=0.333xf Mxl.33 Fb= E' f.;. psi... Goes •:••• p=As/bxd n=Es/Em ••'••� ••:• •••y• P= 0.00168 n= 21.48 k= 2 x n x p+ (n x p)^2-n x p j=1-k/3 . . 0 see ....: k= 0.235 j= 0.922 '..' fb= 2 x M x 12 fb= 457.02 psi 'xkxbxd2 fa+fb= m o psi < Fb OK fs<Fs Fs= fs= M x 12 -fa= "3 psi < `psi Asx'xd OK x. 'g Mr= Min of (Fb-fa)x j x k x b x d 2 and FsxAsxjxd x 12 12 Mr= Lb-ft 9of17 Project: 26&A O cJ 20`44 1 ak'rje., Designer: Checked: Date: t I 14VI ,... 51 i ,,..41 AAL t-- .. t 7" $ • 10 of 17 Reinforced CMU Wall Partially Grouted. For 8" and 12" thick Block Walls. Project: 266 NW 92nd Street Date: 15-Jul-15 Page: Job No.: Miami Shores FL Design by: P.G. Revised: P.G. Description: Exterior wall CASE 1 Reinforced Masonry Axial Comoresion and Flexure ACI 530 Via, .•tom,: �.�.. §�N� �.r`�. x �a� � P= Ib/ft ZONE M= Lb-ft/ft Wind Pr— psf V=175 MPH Wall Reinforcing fm= psi Fs= 24000 psi Em= 1350 ksi Es= 29000 ksi h= lm�' in 4 Height of wall Bar#_ Block= In Spacing= =11 in Area(A„)= 91.5 inZ t ft As= 0.9 inZ i ft I= 443.3 in4/ft b= 12 in S= 116.3 in3/ft d= 3.81 in r= 2.19 in/ft h/r= 63.01 P<Pa if h/r<99 Pa=(0.25 x fm x An+0.65 x A tx Fg)x[1-(h/140r)Z] if h/r>99 Pa=(0.25 x fm x An+0.65 x At x FJ x(70 x r/h)Z Pa= Lb OK - _ -o`e'iii..s '1 .C75: r-sxmrM" i iY'J 'ff.Y fa<Fa fa= %'psi �--- Compressive Stress due to Axial Load •••• . if h/r<99 Fa=0.25 x f m x[1-(h/140r)21 • •• •••• • •••• • if h/r>99 Fa=0.25 x fm x(70 x r/h)2 ...... •.: . ..:. Fa= ,. psi OK ...:.. . .... .... .. fb+fa<Fb Fb=0.333xfmx1.33 Fb= to� p=As/bxd n=Es/Em •• •• �F ••:••••• � �••• • •••• p= 0.01969 n= F 21.48 :*a:*: • . .... k= 2xnxp +(nxp)^2-nxp j=1-k/3 ••• 0 •••: k= 0.589 j= 0.804 •..� fb= 2 x M x 12 fb= 626.69 psi Jxkxbxd2 fa+fb= psi < Fb OK fs<Fs Fs= fs= M x 12 -fa= psi < psi Asx'xd OK Mr— Min of (Fb-fa)x j x k x b x d 2 and FsxAsx]xd 2 x 12 12 Mr— MIM Lb-ft 11 of 17 Reinforced CMU Wall Partially Grouted. For 8" and 12" thick Block Walls. Project: 266 NW 92nd Street Date: 15-Jul-15 Page: Job No.: Miami Shores FL Design by: P.G. Revised:P.G. Description: Exterior wall(2'-8"wall) Reinforced Masonrtr Axial Compresion and Flexure ACI 530 P= - lb/ft ZONE 4 M= Wind Pr= ��psf V=175 MPH Wall Reinforcing fm= psi Fs= 24000 psi Em= 1350 ksi Es= 29000 ksi h= in 4 Height of wall Bar#_ ' Block= in Spacing= - .M in Area(A„)= 91.5 int/ft As= 0.66 in'/ft I= 443.3 ina/ft b= 12 in S= 116.3 in3/ft d= 3.81 In r= 2.19 in/ft h/r= 63.01 P<Pa if h/r<99 Pa=(0.25 x f m x A„+0.65 x Apt X FS)x[l-(h/140r)2] If h/r>99 Pa=(0.25 x fm x A„+0.65 x At x Fa)x(70 x r/h)2 Pa= Lb OK fa<Fa fa= psi t-- Compressive Stress due to Axial Load •.::*0.• 0000 if h/r<99 Fa=0.25 x f m x[1-(h/140r)`] .'. •• if h/r>99 Fa=0.25 x fm x(70 x r/h)2 . • • • ' •' 0000 . .. 0000. Fa= i; psi OK ...:.. 0 • 0000. �. <_ 0000 fb+fa<Fb Fb=0.333xf mxl.33 Fb=W phi... 0000 .:..' p=As/bxd n=Es/Em00.0.• ..:. 060.0 p= 0.01444 n= 21.48 0000•• •0 Deese: 0000.. k= 2xnxp+(nxp)"2-nxp j=1-k/3 .6. 0000: k= 0.536 j= 0.821 •• 6 • •• • fb= 2 x M x 12 fb= 647.48 psi Ixkxbxd2 psi < Fb OK INIMMIRM- 0-INERIM,2, Ra fs<Fs Fs= fs= M x 12 -fa= psi < x�;psi Asx'xd OK Mr= Min of (Fb-fa)x j x k x b x d2 and Fs x As x i x d x 12 12 Mr-- FzqVIILb-ft 12 of 17 r Project: lOAd �avUt �- Designer. Checked: A & • Date: D�-1S-20GS- .+ 1-7 i i tl v i g t I0*00 00 • 7 04 00 0 :Ole { t • • _._4 I � 13 of 17 Title: Job# Dsgnr: Date: 2:1713M, 15 JUL 15 Description Scope Rev:58MOO User.KW-03=15,ver 5.8.0,1-Dec-2003 Steel Beam Design Page 1 (c)1883-2003 ENERCALC Engineering Software so res.aCw CelcuMans Description C 7 X 9.8 General Information Code Ref:AISC 9th ASD,1997 UBC,2003 IBC,2003 NFPA 5000 Steel Section : C7X9.8 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 7.33 ft tam Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 7.33 ft Distributed Loads Notel Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.530 k/ft LL 0.520 kt t ST k/ft Start Location ft End Location ft Summary Beam OK on Static Load Case Governs Stress Using:C7X9.8 section,Span=7.33ft, Fy=36.Oksi End Fixity= Pinned-Pinned,Lu=7.33ft,LDF=1.000 Actual Allowable Moment 7.117 k-ft 7.541 k-ft Max.Deflection -0.112 In fb:Bending Stress 14.071 ksi 14.908 ksl Length/DL Defl 1,542.6:1 fb/Fb 0.944:1 Length/(DL+LL Defl) 785.7:1 Shear 3,884 k 21.168 k fv:Shear Stress 2.642 ksi 14.400 ksi fv/Fv 0.183 :1 wwww Force&Stress Summa • 0.00 •• •• «_These columns are Dead+Live Load placed as noted"57107'; • DL LL LL+ST LL •••O•tL+ST •6 6•••6• Maximum Only 0 Center enter Cants •.•• a is • • • Max.M+ 7.12 k-ft 3.63 7.12 0000 0k-ft 0 :00000 • • • a • �'M_ 6666 0k-r`0• •000• Max.M@Left �� ' �•! 06.00• k:666 66066• Max.M @Right �2, • • Shear @Left 3.88k 1.98 3.88 :00:0: 0 •• •t••• 0606;• Shear @ Right 3.88 k 1.98 3.88 •••••• k • • 6 • • • Center Defl. -0.112 in -0.057 -0.112 -0.112 0.000 0 0 0.000 in6666 •0 60.6 • Left Cant Defl 0.0001n 0.000 0.000 0.000 0.000 0 0 0 0.00(1 in sees** Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 66 • 0.000 01 :• • • ...Query Defl @ 0.000 It 0.000 0.000 0.000 0.000 0.000 ir• • Reaction @ Left 3.88 1.98 3.88 3.88 k Reaction @ Rt 3.88 1.98 3.88 3.88 k Fa caldd per Eq.E2-2,K*Ur>Cc I Beam,Malor Axis,Fb per Eq.F1-8,Fb=12.000 Cb Af 1(I*d) 14 of 17 Title: Job# Dsgnr: Date: 2:17PM, 15 JUL 15 Description Scope Rev Page 2 U�rKww 16 VQr$.8A.1- Steel Bears Design (c 9883 2003 ENEI�CALC Engineering Software soray resmow.Calada6ons Description C 7 X 9.8 Section Properties C7X9.8 Depth 7.000 in Weight 9.75 #/ft Web Thick 0.210 in ba 21.200 in4 Width 2.090 In lyy 0.957 in4 Flange Thick 0.366 in Sxx 6.070 in3 Area 2.87 int Syy 0.617 in3 Xcg Dist. 0.541 in R-xx 2.720 in Values for LRFD Design.... R-yy 0.578 in J 0.100 in4 Zx 7.190 in3 GIN 9.15 in6 ZY 1.260 in3 K 0.875 in Sketch&Diagram 1 �iltiti��tltiiiiit�0i►+titti;t ii 1.05wn Y 7.3311 ED Mmax=7.1k-n Dmax--0.1141n Rmax=3.Mk Rmax=3.884k hmiz Vmax left=IBM Vmex o n=3.6, ••• s 00.0 • • •• • •• • • 15 of 17 www.htltl.us Profis Anchor 2.3.0 Company: Page: 1 Specifier: Project: 266NW 92 STREET Address: Sub-Project I Pos.No.: MIAMI SHORES Phone I Fax: Date: 7/15/2015 E-Mail: Speciflees comments:STEEL CHANNE CONNECTION 1 Input data Anchor type and diameter. Kwik Bolt TL-CS 5/8(4) Effective embedment depth: h,f=4.000 In.,hn,,=4.438 in. Material: Carbon Steel Evaluation Service Report:: ESR 1917 Issued I Valid: 5/11201116/1/2013 Proof: design method ACI 318/AC 193 Stand-off installation: eb=0.000 in.(no stand-oft);It=0.500 in. Anchor plate: IX x lr x t=7.000 In.x 12.000 In.x 0.500 In.;(Recommended plate thickness:not calculated) Profile: S shape(AISC);(L x W x T x FT)-3.000 in,x 2.330 in.x 0.170 in.x 0.260 In. Base material: cracked concrete,3000,f,'=3000 psi;h=8.000 in. Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:>No.4 bar with stirrups Seismic loads(cat.C,D,E,or F) no Geometry Un.]&Loading pb,In.ib] z 00 • • 4 2 Proof I Utilization(Governing Cases) So • . . . . ...... Design values jib] utilization • •• ••• • • Loading Proof Load capacity PN!pv i%] Status Tension - - - Shear Concrete edge failure in direction x+ 6000 8618 -/70 OK Loading ON pv 4 utilization pN v]%] Status Combined tension ands ear loads - - - - - 3 Warnings • Please consider all details and hints/warnings given in the detailed reportl Input date and results must be checked for agreement with the woeting conditions and for piauslbiptyl PROMS Anchor(c)203.2009 Hilt AG,FL-9494 Schaan HBO is a registered Trademark of HIO AG,Schaan 16 of 17 ELM mid ww.w.hiltl.us Protis Anchor 2.3.0 Company: Page: 2 Specifier: Project: 26ONW 92 STREET Address: Sub-Project I Pos.No.: MIAMI SHORES Phone I Fax: Date: 7/15/2015 E-Mail: Fastening meets the design criteria! 4 Remarks;Your Cooperation Duties • Any and all Information and data contained in the Software concern solely the use of Hilt products and are based on the principles,formulas and security regulations In accordance with Hilt's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant HIM product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having.the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by HIM on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software In each case by carrying out manual updates via the Hilt Website. HIM will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. 0000 • • 0000 0000•• 0000•• •• 0000•• 0000•• • 0000•• 0000 •• • • • 0 0 • • • 0000 • •• 0000• 0000•• 0000 0000• 0 0 • •• •• 0000 0000•• •••••• • • • • • • • 0000•• 0000•• • • • 0000•• Input data and results must be checked for agreement with the mdadng conditions end for plauslblfityl PROMS Anchor(c)2003-2009 Htlti AG,FL4494 Schaan H118 is a registered Trademark of Hitt AG,Schaw 17 of 17 MIAMI.1DADE MIAMI-DADE COUNTY o 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)31S2599 NOTICE OF ACCEPTANCE (NOA) vn"v.minmidnde.eov/economv CGT Windows&Doors 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 bui 'ng code. This product is approved as described herein, and has been designed to compl i ie lorida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 130"Aluminum Fixed Window—L.M. APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 13 Fixed Window (S.M.L)",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.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. ."". MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ��••�; �,•��. LABELING: Each unit shall bear a permanent Iabel with,the manufacturer's neaw; logo, city,state,•••"' model/series, and following statement: "Miami-Dade County Product Control Appreaed'; unless otherwise:....: noted herein. .••••. :'. '• .... . .. ..... RENE,WAL of this NOA shall be considered after a renewal application has been Jpji.4tld thereJtas.been ..:•• no change in the applicable building code negatively affecting the performance of tlris.PM&ct. 0*00 0080:0 TERMINATION of this NOA will occur after the expiration date or if there has bgen:f03vision or'change • in the mptgrials,use, and/or manufacture of the product or process.Misuse of this_VOA as an c6er,6nent of any product,for sales, advertising or any other purposes shall automatically tertinaa this NNL w1ure :....0: to comply with any section of this NOA shall be cause for termination and removal W1101 .... 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 a't 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 DARE COUNTY �; ` -'� f Expiration Date: September 22,2015 Approval Date: October 16,2014 r' Page 1. r t 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.1.) (S.M.I.), sheets 1, 1.1,2, 3,4,5 and 6 of 6,dated 01/30710,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 Repoit No. RTL-0080-0103-10,dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitted wider NOA No.10-0510.13) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC4' Edition (2014), and of no financial interest, dated July 18, 2014, issued 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 Resourw&WR) :000*: .000 •• . • E. MATERIAL CERTIFICATIONS 00 ••'••0.0 ' 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DiRBLurs 46 Co.,Inc. ...... for their"DuPont SentryGlas©Interlayer"dated 08/25/11,expiring on 01/14/17. •; 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Cheiniea•1 omp.m.01A,) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14 so pexpiiing 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 HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. . Mauuc er P.E. ,. Product Contr6ll Ex hiluer NOA No.34;4731.05 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-5" Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signda and sealed by Javad Ahmad, P.E. Z. Laboratory compliance letter for Test Report No.RTL-0080-0103-10,issued by Hurricane Test Laboratory, LLC, dated March 30,2010,signed and sealed by Vinu 1. 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' Alwninum Fixed Window — L.M.Y. approved on 01/12/12 and expiring on 09/22/15. ...... .. ...... • • • •••• •••• • ••••• •••••• •••• ••••• • • • • •••••• ••• • • • • • • • :*000: •••• • • •••••• • 00 Mandel Perez,P.E. (-.r Product Contro(Exai finer NOA No.14-0731.05 Expiration Date: September 22,2015 Approval Date: October 16,2011 E-2 . . ... . . . ... ss' • s•• 48rFLANGE WIDTH • _••�• • • •• • V D.L.OPG. ' - BUCK WIDTH • •RAI�C WIDTH • • • • • •• ry m D.L.On. • • a. OPG. • ••• • • DTI-e ELEVATIONS _ • • • • HEAD/StLL A SHORTER �� Tg. ••• • ••• • ••• • AlUgY �8, 4 i CORNERS •-acs RIS mE ANCHOR SPACING SHOWN HE tN APPLICABLE i • TJILANGE AND FLUSH FRAMES. E+ o •• • • • SHEET 1.1 FOR FIN FRAMES. II 11 11 11 mK$ •� • • ••• •• �Q111 II t1 II II �`Q /1 11 It C'S 11 11 11 D $df II II II It IL_____1L___ 11 / n it II II 11 BUCK HEIGHT Z / 11 II C 1 li If D.L.- _1t_____ tl Q 11 II tl= ____tL__:.__1i_____ ' 11 i' � ii ii Gpp kqH, u u 11 11 It 11 11 11 s/Oq•I� ry n J MIN Ir ti II 11 it 11 � a. q60 II 11 11 11 II 11 t ' In ter---- 3 BT . 4 Ir It n It yn� FALSE MUNTINS `y N (SURFACE Al..) 16'MAX. 6'MAX. 18'MAX. 6" 17'AUX. d 0 3 n OPTIONAL SIDTSR CORNERS SHSIDESS CORNERS SIRO ST yZT+Z HEAD/SILL O_ & P 0 M EQUAL LEG FRAME � 5-WINDOW WIDTH. WINDOW WIDTH VANOOM��OTH_d WM�OW WfpTH_, WINDOW yWp71{ SERIES 130 SENTINEL ALUMINUM FIXED WINDOW Ell, IOL , Ir1IIr—— — tDESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PERiCHARTS SHOWN ON SHEET 2. 'f �; � APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMERpTION5 $ 3 I € 0 0 OF FIX./FIX. OR FIX. WOW.WITH OTHER MIAMI-OADE COUNTY _J, S�agL APPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WI I - DAYLITE OPENINGS: IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.O. HEIGHT = BUCK HEIGHT - 3.00'—, r 1 ii m M ^ o c-_ WILL APPLY TO ENTIRE SYSTEM. D.L.O. WIDTH - BUCK WIDTH - 3.00" r'— � — ' U G o A e THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE i �: L •, LAM. GLASS •„ REQUIREMENTS Of THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY3 ( $ �� INSULATING LAM.GLASS g e W HURRICANE zoNE (Hvtlz). -ADS TOO E LARGE MISSILE IMPACT LOTHE STR CTUS. MUST BE ANCHORED PROPERLY To,TRANSFER § SMALL MISSILE IMPACf 4 q L J EW. vw MWAD T ', ANCHORS SHALL BE AS LISTED.SPACED AS SHDWN ON DETAILS.ANCHORS CML PRODUI.T REVISED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ` ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. �C.A11. 7a4s! nw ingro& thlhaFtor(da o = AmItI�DNme14 /05 s NOT PART OF THIS APPROVAL. SHUTTERS ARE NOT REQUIRED. 'Zt+ 1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � By I (� Browing no.MATERU1l5 INCLUDING BUT NOT LIMTtEDTO STEEL/METAI SCREWS.THAT ALIOWA%E LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR Sg11gAR CAN BE ,�'' ZO14 btimnla Ptodgq(igavlN COME INTO CONTACT WITH OTHER DISSIM4AR MATERIALS SHALL'MEET THE VER7FfE0 BY INSCRIBING PICTURE WINDOW SHAPE WRHpt SQUARE OR RECTANGLE AS j �r •^J w�0-02 REOUIREMENTS OF THE FLORIDA BLOC. CODE SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. l„/// ,f J .. sheet 1 of g .. .. . . . .. .. . . . ... . . . . ... . BUCK WIDTH 48` • ••41b` • • • ••• cTj BUCK W8)TH • • BUCI YIDTH .0 D•` D.L.Dn• • • • • • • • • i i• TYPICAL ELEVATIONS •`� 8`MAX. 18`MAX. • • • • ; CM01I Ot • _ I _ N_ 11- - IF-� a� =-�tF=- z } s •• • o QQ l7 ••• •• 01 it 11 II 11 11 m $ ••1 • AI • ep 11 11 II 11 it 11 0��a (��/ 11 II II 11 11 II fY xF ��• __ 11 Il __ 11 11 11 II 11 11 11 11 11 Ii _JL_____11____ 96` y(s 11--- --n------11 ---------------- ittL Z ti 11 11 ❑ 11 BUCK 1riDTN u , u D , D n , e � u � u e � D D.L.OPD. o g 11 u mx.o ____JL__:l_JL__-_ iox o __ JL__.__1L____ ty3 0 -___JL__I_1L____ c m - -----Ir-----'ir---- m -Ir-----'ll----- aY 1r------rr---- x J 11 11 Y -I tl II (./ J Ii 11 m �S• y I O 11 11 11 11 � II II � 11 11 II It it I+ II tl S�O,qt It ------_- L-..____LL___- (�� ----.0______4___- ,r_____YI____ o _-fir_____T-__- o _ .1T____-7i___ � 11 II FA II 11 b 43 11 II % n m it II I1 II II II k II i In, ,n n—--•n--=-r_}r VI 11 fI II 11 it It II 11 II 11 II It = Q it it 4 To 0; It LL jr C-4Jill 11 o f; FALSE FALSE MUNDNS 8`MAX. 18`MAX. 3 M (SURFACE APPLIED) 18`MAX. B'MAX. 18`MAX. OPTIONAL STRAIGHT .HEAD/SIU. STRAKAiT CORNERS' STRAIGHT z�i,� SMES. CORNERS SIDES SIDES V O FIN FRAMES ; R • ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AYA663LE FOR FIN FRAMES n i H of3�i�n ry Enqr:JAVAO AW,IAD PRODUCT REVISED .R •i FIA, ?M. is�18YbIQ h'llb do Fla" o � Aesry�ee No/Q•� /.Q g � � ` Ri=% DbgW4 [W10-02 2014 • sheet�,�of 8 . . ... . . • ... .. .. . . . .. .. . DESIGN LOAD CAPACITY-PSP DESION LOAD CAPACITY-PSP • • ••• W (7-__-O N FIANCE DMS. BUCK DUN. CLASS TYP&4'C'&'CI'MASS TYPES'D•&b1' FIANCE DILA. BUCK DMS. GU89 4YP68'C'"1CI' Ti;E9'D'&'•1' • • •• • �� vm to YADTH(W)LENGTH(L)VODTH(W)H.ENGTFI(L) EXT.(+) HNT.(-) EXT.(+) INT-(-) WIDIN(W) LENGTH(L)WIDTH(W)LENGTH W EV.(+) IN TL(-) •(-) • 000 • : ••• o 24' 2Y 80.0 80.0 80A 80.0 24" 2J• 80.0 a04• • • • • j 30' 29' 80.0 BO.O 80A 80.0 30• 29• 80.0 SMOG • • ••• • L 38• 3S' 80.0 90.0 80.0 80.0 38' 174• 11]' 73.0 BOA 4Y 76• 41' 1. 80.0 80.0 80.0 80.0 41" 40' BI.4 80A48• 4Y 80.0 8D.0 80.0 80.0 24' 23• 80.0 •0 •• •• •• i ii �54' S3• 80.0 80.0 804 80.0 30• 29' 60.0 • 60.00 0120" 119'80.0 80.0 80.0 80.0 38' 35• 72.4 .0 61• 60 .80.0 80.0 80.0 80.0 39' 38• 65.9 65.9 60.0• • ••• • • O Q Q 24' 23• 80.0 B0.0 80.0 80.0 24' 2Y 80.0 80.0 �t0.0 ROA • • ••• 04t 6 30' 29' 80.0 80.0 80.0 B0.0 30' 721" �• 120• 50.0 80.0 80.0 BOA VE TH AND LENGTH OIMENSLY A CAN 41 OR9 W- Vi W C VERTfCN.LY OR HOPoZONTALLY AS SHl7YlN ABOVE a K1 3 36• 35' 80.0 80.0 60.0 80.0 S6" 35' 72.3 72.3 80.0 80.0 2 VI 1 4Y t8' 41' 47• 70.2 70.2 Sao 80.0 J9" 39• 65.8 05.8 80.0 48• 47" 81.3 61.3 80.0 80.0 p'TYP. SUCK DU75 54' S3• 61.3 613 80.0 80.0 c 60' S9' 6t.3 613 80.0 80.0 61• 80' 61.3 81.3 80.0 80.0 DESIGN LOAD CAPACITY-PSF = 24' 23" 8D.o 80.0 804 SO.o FLANGE DIL15. BUCK DMS, GLASS TYPES'C'&'CI'GLASS TYPES'D'&'DI' FLANGE FRAME n 80.0 80.0 80.0 80.0 7170TH(W)LENGTH(L)WPoTH(7Y)LENGTH(L) EXT.(+) INT.(-) EXT.(+) I tM.(-) j 38• 75• 80.0 80A 80.0 80.0 19-1/8' t8-1/8• 80A "A 60A 80.0 ;. ftANCE 0915- -+1 3� "t 42' 60• 41• 59. _70.2 70.2 80.0 80.0 28-1/2" 25-1/2' 80.0 80A 80.0 BOA LS 'n 48' 4Y 61.3 61.3 80.0 80.0 37' 36' 00.0 80.0 60.0 80.0 BUCK DIMS 54• 53' 54.7 543 72S MS 48' 26• 4Y 28' A 80.0 80.0 So.- w59• Do'. 8 0.- 59" 48.8 48.8 65.1 65.1 53-1/9' S2-t/8' So.O 8 O 80.0 80.0 . Bt' 60 48.8 48.8 1 65.1 65.1 1 61' Go' 8.0 80.0 80.0 80.0 lA 24• 23• 60.0 80.0 80.0 80.0 19-1/5' 18-t/e• 80.0 800 60.0 80.0 FGUAL LEG FRAM E I m�_ 30• 24 80.o 60.0 80.0 80.0 26-1/2' 25-1/Y 80.0 80.0 80.0 So.o a n ro 76' J5' 80.0 80.0 80.0 80.0 77' 36• 80.0 80.0 80.0 8DA O r7 n 36-3/8' 37-3/6" (C3 3 a 42' 72• 41' 71' 70.2 70.2 80.0 80.0 48" 47 77.1 77.1 80A SOA BUCK DSAS Z Z li 48• 47' 61.3 61.3 80.0 80.0 53-1/8- 52-1/8' 77.1 77.1 80.0 BOA 6II 3 OO_• SC 53' 54.3 543 725 72.5 61' 60' 77.1 77.1 80.0 N. 80• 59" 48.8 48A 65.1 65.1 19-1/8' 18-1/8• 80.0 80.0 80.0 80.0 �� f Bt• 6o' 48.0 48.0 64.0 64.0 26-1/2' 25-7/1 80.0 80.0 80.0 80.0 FIN FRAME 24' 23" 80.0 F7a.'.2 80.0 80.0 37- 38 80.0 80.0 80.0 804 QQQddd SO--5/8' 30' 29 80.0 80.0 80.0 48- 47' 813 613 80.0 80A 49-5/8 BUCK DIMS C, 36' 3S' 78.2 80.0 80.0 53-1/8• 32-1/8• 58.0 58.0 77.4 77.4 -------^� I , 42' 64• 4T 63• 70_.0 80.0 80.0 61' 80 58.0 58.0 77.4 77.448• 4Y -61.3 80.0 80.0 75-1/4' 74-1/4' 58.0 58.0 TT.4 77.453' 543 72S 7LS 93-3/4' 92-J/a• 5B.G Seo 76s Tea FLANGE ADAPTOR FR4ME mI 58' S5' 52.4 524 69.8 69.8 19-1/8• 78-1/8• 60.0 80.0 80.0 80.0 24' 23' US 0.0 80.0 80.0 28-1/2• 25-7/2' 80.0 80.0 60.0 80.0 FLANGE off 30' 28• ob 80.0 80.0 J7' 1. 36' 62• 80.0 80.0 80.0 60.0 36• 97' 35' 96• 3.6 80.0 80.0 48• 4Y 61.3 613 80.0 80A 42• 41' 5.2 80.0 80.0 SJ-I/8' 52-1/8' 55.3 SS3 73.7 73.7 NOPE; 4a• 4Y 0.6 Bao 80.0 el" 60 48.0 48A 84.o 64.o, GLASS CAPACITIES ON THIS SHEET ARE H 8 s s 49• 48' 9.5 00.0 80.0 75-1/4" 74-1/4" 48.5 46S 61.9 81.9 BASED ON ASTM E7300-09 (3 SEC. GUSTS) o<m m a W zd• zY D.o aao 90.0 19-1/8is-1/eeoo eoA aD.o 80.0 AND FLORIDA BUILDING COMMISSION30• 29• 0.0 6o. 80.0 26-1/2• 2S-I/2• 80.0 80.0 90.0 80.oDECLARATORY STATEMENT OCA05-DEG219J6' 102• 35' 101• 4.8 80.0 80.0 3Y 78• T8.8 78.9 80.0 80.0 Eagn 4AVAD AHMAD PRODUCT'REVTSBD78' 75' CML as m"p114ng with tiro FlatMa42" 41' 5.7 8" 80.0 48' 47 613 013 80.0 B0.0 FIC E 3558 92 Building Coda 48' 45' 59.3 80.0 90.0 51-1/8' 52-1/8' 553 SS3 73.7 73.7 Aemplenee No 11 24' 2J' 80.o B0.0 80.0 80.0 61' 60' 480 48A 84.0 84A ��.�77 � ° Ol5 d 5 ]0' 29• 80.0 80.0 80.0 80.0 t ` '/ 36• 108' JS' 707' 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 do 1.1 Mi UmdaProdudCmttro 1O/rrow9ng no. 42' 41• 6L4 62.4 BOA 80.0 LC{ 2014 lr 1 0-O2 44• 47• 59.1 59.1 80.0 80.0 i 1 9hee�6 ! e ••• • • • •e• •• 3/18'•ARN.CLASS 3/18."MEAT STREMD GLASS • • • • • • e• • al •.075"'SaBex CP-Sones and Saflex HP .075''Sonex CP- • e • • • • • • • ••e q Compos3-0 -Giaas Illtarlayero With PEr Core' COm S4orlo pm Vitnax HP • •• • • • by.'Eaetman Ctxmded Co: post.-ass IT dIvCo.' Moth PET Col!' or 9' Eastman.CtmmiealeCo.' • ••• • ••• • .090''Saflax Clear and Color Gfaae Instrlayars' 090''Sonex Clear and Cola Close Inetdayere' I I by'Eastman ownted Co.' ,by!Eostmon.ChenftW Co.' E+ _ 090''DuPont Son ds b0orfoyer' Oso•-Owant SentryGbs IAtAlayw • • •• ••• •• �fou �'c� by E.L DuPont peNemows&Co. E.I.Oupont DeRemalA&Co.• • • • • • • *00 Cy' 3/19'HEAT SfR61'0 GLASS 3/16-HEAT STREMD CLASS• • • • •• • • Y n •• e • • • • ••• •• 0 SIUCONE �+ SUCONE Q al 2 �CORNING 899 ffi DOW CORNING 699 Q 3 r DOW CORNING 995 I DOW CORNING 995 Z IA s n EJ E3 u dl I o O 0 v U5 AT 1/4'POINTS ON LiTES u3 AT 1/4 POINTS ON UTES x WIDER THAN 36" WIDER THAN 38' vl W GLASS TYPE 'CGLASS TYPE 'D' �aaa� 0 7/16'OVERALL.IAY.GLASS '7/18'OVERALL IAN.GLASS O (L.M.I. & S.M.I.) C3 3/16"ANN.GLASS 3/16"HEAT STREWD GLASS to $ N 075"'Sollex CP-Sanex wW Saflex HP .078''Saf m CP-SaRax and Soflex HP Campoales Gloss Inlerioyers WIh PET Coro' •Oompotit"Class-tntarloyers With PET Core' 3 3/8*'AIR SPACE 'Eastman Ciromieal Co.' 3 AIR SPACE _ Q /tl' 'Eastman Chemleal Ce: Z z W M.'•SpOex Clea and.Cola Glass Inetdayera' 090''Sonex Clear and Cola pass Inetr �' ' 3/16'HEAT-STREN'D MUSS Ivyera' p .. / M''Eastman Chemfed Co.' Oft'Eastman Chemical Co.' pr 3/18'FtEAT S1RENb CLASS 090•'DuPont Sentj%n Intertayer' 090''DuPont Sentryms Interlayer' by E).DuPont Dwemours.&Co. by E.1.,OuPont DeNemours&Co. SILICONE 3/18'HEAT STREN'O GLASS 3/16'HEAT STREN'D CLASS CE 1200 G DOW CORNING 899 w : I DOW CORNING 993 SILICONE SUCONE F Is �+ GE 1200 GE 1200 + 1l I: 1'I fe n o 2 bb DOW CORNING 899 DOW CORNING 899 n w 11 1 n p A A 1 it DOW CORNING 995 $ 1 II DOW CORNING 995 I I gg Y4 t I y S +O ui it ,11 f Y1 I i 1��i 11 1 11 1 1 E4 i.,11: GE 1 OE = DOW CORNING 899 O O DOW CORNING 995 0 MS AT 1/4 All SIZES YS AT 1/4, ALL SIZES OPTIONAL GLAZING DETAIL.G TYRES 'Cl' & 'DI' o - - fj GLASS TYPE 'CI' ' ' GLASS TYPE 'Dl' Emp:MAD uau0 PRotlUcrRDVLSGp R +r I.OVERALL INSUL LAY.GLASS 1"OVERALL INSUL LML CLASS OYH. (L.M.I. ONLY) �A pE/7.592 °CO1"PLsfn9HLlhtbeFlor(da o Building Code """ll" Aae�ence No Q-O@t E' �•^-_i; �ndtan Rafe )JC � i6 ii (S.M.I.) ff S' Mlam abProdecNd./ drowinq no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING (� )O¢.ZO14 ✓ W1O-OZ EXTERIOR PLY OF GLASS TYPES 'Cl- Qt '01' MUST BE TEMPERED. i/ I sheet 3 of 6 .. .. . . . .. .. • • . . . . • . . ... . . . . ... TYPICAL EDGE DISTANCE ar!.p+NCRFTE 1NFAD,•J-Q(t•JjMBS Pa 3000PSI MIN.TYPICAL INSTALLATION DETAILSINTO CONCRETE AND MASONRYNw ii-1•/2iM1N. /�•Lf4�•�AT JAMBS t'm - 2000 P31 MIN. rl� THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1'IMIN-0 • " ' ' "•INTO METAL STRUCTURE = 3/ MIS'TA A71ON DETAILS 7HRU IX INSTALLATION DETAILS THRU 2X INSSTTAUATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROYED MULLIONS �n P, FLANGE FLANGE IVPICAL ANCHORS F G 1/45 wx' • •• i•• i tuft O G SEE Elfl/. M 4 2GY W000 BUL9C FOR SPACING • • • • • • • l7 • • •• • • METAL O /•� It it OR TYPICAL.ANCHORS ..• •• • ! • • • • STRUCTURE Q WOW STRU SEE ELEX •• '• • • • • •• TYPICAL ANCHORS r'J Ing OR 6 tt U2 FOR SPACING .•,a M2 SEE ELEV. W K O S2 x O © FOR SPACING z 3 B I 1 6 A 1 `bf •'.. z YL Et � � •4 --,T Et •' ---- L---� I 1-1 4 t S2 MIN.. _ • '. 1 1 M2 • a v vaI P TYPICAL AIfCHORS E3 It ` ' t SEE ELEV. •. tgY FOR SPACINGly- II 11 7 W000 SUCK i.'. E1 E3 � o 1/4'MAX. _ 23 M EQUAL LEG EQUAL LEG EQUAL LEG <.a . E2 EQUAL LEG N N OR WOOD BUCK •r STRUCTURE - Q M °WROOD STRUCTURE C 1 TYPICAL ANCHORS z'i " ES �I it M2 �{ ` B - FOR SPACINGSEE ELEV. p g t1'1 els 1 i Goa M3 , - E2 TYPICAL ANCHORS oS2 SEE ELEV. 'M2 FOR SPACING E3 TYPtM ANCHORS a ` TRPX;AL AkCHORS _ •' - •t SEE SPACING 't t SEE ELEV. m •. iBY FOR O m W60D BUCK FOR SPACING $$$$ WOOD BUCKS AND METAL STRUCTURE NOT BY CCI WOW. MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV.FOR SPACING 614 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4' DIA. TAPCON BY`mW (Fu-120 KIN,fy-92 KSI) INTO METAL STRUCTURES 1/4' DIA ULTRA= BY 'ELM (F.-in no STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) Er NAAQAHMAD PRODUCT REVISED INTO 213Y W000 BUCKS OR WOOD STRUCTURES ALUMINUM 1/6'THK. MIN. (6083-T5 MIN.) III 5 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FLAre 3s nmdidsomaawNminomoTlaa k 1-1/2' MIN. PENETRATION INTO WOOD CAN.DE Acintimlx )JF THRU 10Y BUCKS INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING_SCREWS (GRA2 ORS) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY INTO MUGA-DADE COUNTY APPROVED MULLIONS (MIN, THK. _ -0901 t By drowrtg Ito. LIT Prada)ContcoSDIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) �� W10-^02 1-1/4' MIN. EMBED INTO CONC. OR MASONRY �62uto sheat 4 of 6 • ••. • ••• • • • • • • • • • • • • • • • • • • .TYPICAL INSTALLATION DETAILS •`• •`: ••• a •• ••• �l•ItU � • • • • • • • • • •• o = THESE DETAILS ARE'TYPICAL ON ALL FOUR SIDES OF {9IND0{9' � • • • ••• •• • �C o NWAUAMN DETAILS THRU 1X INSTALLATION DETAAS THRU 2X DWALLATKIN DETAILS NSTAUATIOH DETAU INTO METAL $ W000 BUCKS INTO CONCRETE BUCKS DR INTO WOOD STRUCTURES DIRECTLY WO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS e� t a FLANGE ADAPTOR FLANGE'ADAPTOR FLANGE ADAPT Odt` ` ` • •e •• •• OP IS g • • • • •,• • ,h�1A�TGE ADAPTOR - TYPICAL ANCHORS 1/4'M/R. ••• 1 t 0,: •SEE • • ' G a. �y WOOD BUCK FOR iaclNG • •• i : •• •• C a tP OR METAL ,P,I D STRU TYPICAL ANCHORS 'e STRUCTURE 0 4�- t Yz A3 FOR sPAcoac TYPICAL ANCHORS Q 3 I P 3 �'�•SEE ELEV. ' SEE ELEV. .•• FOR SPACING E2 EB V Ij •-; S2 3 7 • TYPICAL N&WRS P; ; M2 " P SEE WOW DUCK - FOR SPACING PI Pt \ '' » O /4" 2 3 - BUCK HEIGHT 1/CAPP— lid NWOW OT BY ACTURE 1/2' I 1/-2'Ulf. cd� 0 tV Mj N F2 CZ Z Z J_ a a/�� FIN FRAME M2 Nc g ` o iz TYPICAL ANCHORS: SEE Em.FOR sPACIIG P I o-—� (GRADE z CRS) 28Y WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4` MIN. PENETRATION ANTO WOOD E11 BUCK DEPTH SHALL BE 236". THE'USE OF'DEEPER OR BEVELED WOODBUCKS IS c PERMITTED. HOUSE•RAP EB E3 EXTERIOR NOT BY CGI BUCK WIDTH BUCK WIDTH _- - P:__-lam_ MNM(-OADE.COUNTY I I WAW-MAGE COUNTY APPROVED Ij j't APPROVED SEE MIJLUON II MULLION&mu • I' tI .&mUuION ANCHORS I;SEE•SEPARATE NOA • _I i II I1 0 t •� J Eegr:.MVAD AiOAIID PRODUCT REVISED II CINL a a emnplytq with the Fwdu FucAN.is PE 70m C.60 A N -- TYPICAL ANCHORS D ' OR SPACING- 1 a MiuPU eProduet trot- drawing -... /114 X 1'SMS. 'P. ,•I 0 /• W10-02 ( sheet 5 oT 8 2.505 • TTBN c`PART6A • D •AVON •• • '. .MA72MU NAND./SUPPLIBR/RsKmw rr'' 1-.088 Et. •CGI 11 «/.yp0i' FLANGE. 0 8083-76 �4 L E2 CC141190 0 4/WW. N FRAMs • • 8063-TB 1� o 1995 .812 E3 cGl-1 1 . 4/WOW. -BFAS(WA.airm 0 8083-T6 E4 --COI-113 4/'WOW. .GLAZING WAD(LAM,MSUL.GLASS) 6063-TB q@ 1 .995O8 TYP. WW.E3 CGI-110 4/W . NAIL FIN ADAPTOR 6083-T6 t\�I E6 CM-1094/YWL CE A •• 6063-T6 3F 1 135 M1 •cp-362v As 4P1ANtG QU1y V1M1 6F'VC WRD� M2• CGI-124 AS 4M*. 3 Et FLANGE FRAME M3 Cd-112 FWAftWER PVC v n • M4 - • OPT4NA4. ONUMO ( /2 1/87 6083-{5a a 2305�,.�''� MS ULE SERING&.00Rs EPOM 0d n0f0 X 1-1/4' 2/'CORNER ASSEMBLY SCREW PI..PH SMS S7/ST W q&q 1i .8124 i � C 1.495 .995 DBS IY TYP. c--- 1.335 v E2 FLUSH FRAME/FIN FRAME d 1 .995 .975 0 ` WELMO JOINT to 4 t.t84 AT ENDS N^$ - ON cLAZINc.eFAD (LAM. GLASS) d o 3,., 1zo 13.0 7— o IR .995 125 U g /.184 E4 GLAZING BEAD (LAM. INSUL CLASS) GLAZING ANGLE (LAM. INSUL CLASS) CIRCULAR.WWDM 1.4511 RECT. OR SQUARE WINDOWS a a 180 m 1.550 1,880 Oso M, CORNER DETATT S C 2.4 4 d_ 1.39s O NAIL FIN ADAPTER E8 FLANGE ADAPTOR o •UVAD ASD .10DUcrncsvL4m 1.119 cNt R 7 92 m wnVfYLu9 vvfid Oro Fb" M C 1 UvOding Code o g �.t90 JL .291 061 '` P�1ro�n L7�eie 2i9�5 8 .050 ,1165 1. . : .� J.y, •tn q A M� D¢de Product ant drawing no. '0V1V6 L��7 � W10-02 M3 FLUSH FRAME COVER M2 SCREW COVER sheet 6 of 6 MONNAbN MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION r(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wn wvmiamidade.eov/sera/ ECO Windows Systems,LLC 9114 N.W. 106' Street, Medley,FL 33178 SCOPE: This NOA is being issued wider the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to com with JbzzX11onda Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. ro I APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 um Outswmg Entrance Door(L.M.I.)", Corporation,dated 02/13/12 and last revised on Jun 28,2012, heats 1 through 9 of 9 prepared b AL-Faroo Co o , s g ,p p Y q � signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Seq#&I.•. . MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •..•.; .......• ...... Limitation: • ...... .. ...... 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or DoiuWl-Door DP ratings with .. sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed*3? ;•• •• • 0 0"DuPont's PVB and lass a Cf3sis limited to ltisulated•e•- 2. Laminated glass types Gland G2 are limited to 9 g type ...... . ..... laminated glass w/.090>, ...Solutia interlayer. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lggq,42ity,state too* series•••so• and following statement: "Miami-Dade County Product Control Approved",noted hereil. • ' • RENEWAL of this NOA shall be considered after a renewal application has been filedtnd fire hat been no ;....; change in the applicable building code negatively affecting theperformance 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 Miarni-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 Oficial. This NOA and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No 12-0402.03 Muua•nAde courrrr Expiration Date:July 19,2017 •I-SWIRD411 Approval Date: July 19,2012 o Page 1 tiX ECO Windows Systems.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets I through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-124003,HETI-12-4003 and HETI-124027dated 03/16-26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on Juveo%.2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. ...... .. ...... D. QUALITY ASSURANCE 060:000600 • ...... 1. Miami Dade Department of Permitting,Environment,and Regty Affor&4,PERA�....0 ..0'60. 0006 00000 E. MATERIAL CERTIFICATIONS so 00 0000 00060 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNe nom& Co.,Inc.for •0 -their`Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color inter la,yer"issued to ;•••• Solutia Inc.,expiring on 05/21/16. ' 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02-21-12 approved b PERA. Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 0 ••• ��HEAT S�D.:LASS •• 4* 6UTACITE•• ' REN'D.GLASS • • • • f es: • •INTWILAYER•• • ERLAYER• BUTACIY PVB BY 0•PONT • PAM BY*DUPONT' oes HEAT STREN'O.GLASS HEAT STREN'D.CLASS SNCONE FSILICONE S COW G�NGNA�• DOW CORNING 899 • 26 • • • IZ• • • • •f m14 •8 • • 34 cr/ SETTING BLOCKS AT LAM.GLASSREDD.FOR WIDTHS EXCEEDING 36'ONLY. 4 Z NOTCH GLAZING BEAD LEG TO J Wig{ CLEAR BLOCKS GLASS TYPE 'GI' GLASS TYPE 'G2' 0 i J 1/8'TEMP.CLASS fig( J 3/16"AIR SPACE 1/8'HEAT STREWD.GLASS �' R .090'INTERLAYER W SAFLEX IRG BY'SOLUTIA' w 1/8'HEAT S1RENb.CLASS 3 ApM Oo1 $ k' SILICONE a O^ DOW CORNING 899 2 3 L 28 ST.STEEL Q 3 Z y R m METAL SPACER vo. � 18 \ W om ' 35 SILICONE SERIES 600 \ ALUMINUM OUTSWING ENTRANCE DOOR \ // SETTING BLOCKS AT INSUL LAM.GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIOEUTES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' - APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATIONJ.7nI Z RESISTANCE IS REQUIRED. RSV lYiKtCh.K1.1 c m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •4 m REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). < ISY OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHDRS THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. "'AVSAHMAD •� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FIA N J 7�OS92 g r ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE �S } NOT PART OF THIS APPROVAL L A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ` kg, 8 2 2COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE r' 4y�2—�8 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of g • • • • • • • • • • 32 3/4-MAX • 40 MAX • • • ••• p V FRAME WIDTH • •FRAM WpTH •• • /A 1� • • • HEAD k•SILL t t�A.a • • �+ • • 0 AT` j SIL£ S • • • • ; (4)A '33••� • ••• • Q A A I 5'MAX EM S'MAX HEAD o gG CORHEAOERS r A I CORNHEAWSILL ••�- • • • •• Q y 'g I • „ •• q • • • • •• V o It -ILK n u 'I 11LOCK OPTIONSYju ==21=x=== LOCK OPTIONS •- ___� _= SEE S�tEET \ O x' SEE SHEET 7 •- IY i _1 %ox .moi x n s� II • ro a n I7T/ Y • v C) to °d M4 ® bq ffi } It/ � 4 / p on 1 NON AcrlvE INACTIVE AcnvE ell.d1•klwii4coom $ 3 z 9 SURFACE APPLIED < SURFACE APPLIEDd W rn 2 FALSE MUNTINS OR 2615/16- s FALSE MUNTINS OR 2615/16- 26 15/18 T2 DECORATIVE GRILL D.L. OPD. m DECORATIVE GRAL D.L OPG. D.L OPG. m O MAY BE USED MAY BE USED NOTE: 37'MAX 37'MAX EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH BY BUILDING OFFICIAL. (X) 0;3711AX ) XX) I DOORS LOAD CAPACITY - PSF CAPACITY- PSF u SINGLE DOORS (X) BLE(XX) NOTE: DOOR DIMS. LAMINATED GLASS LAMINATED GLASS GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME LEAF FRAME �(+) INT(-) ME EXT.(-.) ORT.(-) AND FLORIDA BUILDING COMMISSIONWIDTH WIOTH HacHr 36-3/4• 37' e6' 70.0 75.0 ' 70.0 75.0 DECLARATORY STATEMENT DCA05-DEC-219 `m o a 0 GLASS A.L.O. DIMS. FVr JAVAD AN" � •� i D.L.O. HEIGHT FRAME HEIGHT - 11.125' = D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813* FIA PEE 705ez s D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 22.125")/2 CAA a drawing no. JUN 82012 W 12-08et 2 0! 9 she . . ... .. . . ... .. .. . . .. .. . . . . . . . . . . . . . ... . . . . ... ' DESIGN LOAD CAPACITY- PSF • ••• • • • •�4�` 4ftv SIDEUTES WITH SINGLE OR DOUBLE LEW DOORS • • • • • • • • • W1DTH (SEE NOTE BWAR) . • • •. •.• • . HEAD d:SILL ANCHORS N SNELRE SIDEUIE Wl7'IIOUT lfl7'FI • • • • • • . • AT$TILE ENDS WIDTH HEIGHT REWFORCING REINFORCING FRAME FRAME • •••2' • CLQ • (4)AT]'O.C. O p qJ ANCHORS INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) ]' AT HEAD/SRL wax. 24 70.0 75.0 70.0 75.0 5'MAX. T1P fG I 30 70.0 75.0 70.0 75.0 HEAD/SRL F !1 •.- SILL ° 38 62 740 73.0 70.0 75.0 CORNER$ r . . -: . •� g 2 GGGGOIIII n 37 740 75A 70.0 73.0 • • • .�� A ' 42 61.7 6&I 61.7 641 •• • • • • • •• •• I I (>> tr�l 24 70.0 75.0 70.0 73.0 ii it 1 i a m 30 10.0 75.0 70.0 73.0 u u / 1 I O a< 36 e6 70.0 75.0 70.0 7&0 37 Tao 75.0 70.0 75.0 ===w 42 61.7 68.1 61.7 56.1 24 70.0 73.0 70.0 73.0 it ) /it E I I .Id o�Z dC JO 92 89.8 69.9 70.0 73.0 H ii / ii i i Q IY E F 35 64.1 84.1 70.0 73.0 37 63.3 63.3 70.0 73.0 24 63.3 63.3 70.0 75.0 30 57.8 37.8 70.0 75.0 -( 36 33.1 511 70.0 73.0 37 52.4 32.4 70.0 75.0 II \ 11 II II II 11 REINFORCING SEE CHARTAS REOD. ===?x--== �_- \ _- i i L /OPTI Fm O I I SE SHEET frl n oom I INACTIVE I I ACTIVE 3< q2 am U^W r� SIDEU7E WISURFACE DTH DOOR FRAME WIDTH FALSE MUNTWNS O 32 3/4' 28 15/16' 26 15/18' a W O12 .- DEC�2ADVE GRILL D.L OP4 MAY BE USED SY Fe LEAF'WIDTH y NOTE: SIDELITE FRAME V6DTH 76 7r'MAX. FOR DOORS CAPACITIES SEE SHEET 2. SEE CHART AT LEFT DOUBLE oFRAME WIDTH FOR SIDELITE CAPACITIES SEE CHART ABOVE. o LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. (OXXO) D.Y fallIL lIOAA IrTYd OWdelre/KfCe.11.t GL455 D.LO. DIMS. D.LO. HEIGHT (SIOEUTE) = FRAME HEIGHT - 11.000- g D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438' D E"g..JAVAD AMMAD CNA 33 FLA.PE/7D392 $ C.A.N.3338 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 3 SEC. AND FLORIDA BUILDING COMM SSION GUSTS) JUN 28 2012 drawingW1 12-Ono8 DECLARATORY STATEMENT OCA05-DEC-219 sheet 3 of g . . ... . . . ... . .. .. . . . .. .. . . . . . . . . . . . ... . . ... . . . . ... so 0 9/18"YIN. TYPICAL ANdiORS EDGE GIST. iBY •• • •• • OR 9 ��•• u LL) C PENETRATION EDGE DIST. FCR SPACnuC <�' .. va000 • • • • W No TeSHEET•• METALSEE i >. j°• a! • • • ED • • • • EDGE DIST. STfiUCTU RE N_ Z 3 ^ Q xs 1 81 •• i i i • i i • of �3` IL i e i i 1 — � �� i i i i •• i � �� OG � t •• • • • ••• •Ri () .R TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q' m I I SEE ELEVATIONS SEE ELEVATIONS SIE ELEVATIONS Q a s J T i i FOR SPACING FOR SPACING FOR SPACING O d ------------------- 3 IHYIAMt-RADE COUNTY APPROVEDti ILa CUPPED MULLION 112 Hl�' I SEE SEPARATE HI II O s vi GLAZING OPTIONS W R SEE SHEET t TYPICAL ANCHORS 5ORELEVATIONS V�ONS ts $ a WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS Q FMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM k AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 i W 0�o W rn� TYPICAL ANCHORS: SEE ELEV.FOR SPACING I+ 1/4" DIA ULTRACON BY 'ELCO' (F4-177 KSI,Fy-133 KSI) 8 INTO 2BY WOOD SUC<S OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY l 1R{woos `o� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �3 I+ DIRECTLY INTO CONC. OR MASONRY 1 "K MYd Dade I�ot�tCarinl $ 7A 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I_, (H \ I I (GRADE 2 CRS) © 33 zs z INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/8' m c INTO METAL STRUCTURES °c ' STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) DOOR DETAILS . 2 ALUMINUM : 1/8' THK. MIN. (6063-TS MIN.) N - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J - Elgr.JAVAO AHNAD � 4 TYPICAL EDGE DISTANCE FIA.PCm 7039238 g V\l- NTO CONCRETE AND MASONRY = 2-1/2" MIN. Cwx 35NTO WOOD STRUCTURE = 1" MIN. ANCHORS INTO METAL STRUCTURE - 3/4TYPICAL MIN.EDGE DIST. SEE ELEVATIONS droaing no. 1/2"MIN. FOR SPACING CONCRETE AT HEAD,SILL OR JAMBS f'c - 3000 PSI MIN. JUN!is S 2012 THROW BOLT C-SO HOLLOW/FILLED BLOCK AT JAMBS f m e 2000 PSI MIN. W Z—OB PENETRATION sheet 4 or g . . ... . . . ... .. .. . . • .. .. . . . . . . . • . . . . . ... . . . . ... ... ... �i.V u 1/4•MAXCONCEALED FLUSH TS 1/4'YAX• •• • .00 ••• • • ••• r SHIM LEVERS AT SMEFAFACE O SVDY • tBY ••• • ••• ••• Q 3t 7 F TYPICAL ANCHORS ..WOW BUCK H+rZyr ; SEE ELEV. FOA SPACINCIN G 16 ACTIVE LEAF O v { 26 13 • • • • • • .! fI •• • • • • • • V rte/ a TYPICAL ANCHORS cr \tom/• I• } FOR SPACING p 4�g z� EXTERIOR ° JZ ll � � 19 D.LO. Q tiH f STRUCTURE LEAF VADTH U SINGLE DOOR FRAME VeDTN SEE LOCK SIEEOPT 7TIONS a � 1/4•MAX r`wH LOCK OPTIONS SHIM y 1/4•MAX SEE SHEET 7 3 h SHIM CONCEALED FLUSH BOLTS O CW9CEALEO FLUSH BOLTS Q p n 3 LEVERS AT INSIDE FACE OL STILI LEVERS AT STILE FACE 28Y 1M000 Z^HJ. TYPICAL ANCHORS OR STtHU NRE 3 SEE ELEV.' FOR SPACING IS INACTIVE LEAF ACTIVE LEAF NOTE EET I $ O Q v! 26 IJ 26 n 2t I O a 4 • < 2s 27 TYPICAL AN u 66 9 D.L.O. 11 10 D.L.O. FOR SPACING & Ie LEAF MOTH EXTERIOR ma LEAF WIDTH DOUBLE DOOR FRAME VADTH �< H� E^9r JACIVI MHMAO ^1 •� $ t I AN. FLA. US $ Y3 C �w1YHH 11•tiQC°HHa•N � � H3 5 ► <, - drawing no. W12-08 DOOR DETAILS JUN 2 8 2J12 (sheet 5 of g . . ... . . . . ... TYPICAL ANCHORS • ••• • • • ••• o SEE ELEVATIONS • • • • • • •• • 118 o� FON SPACING • • • • • • • • • 00.• �Y ,EDGE ISL_ • • • • ••• • • r • • • • • • • • Z a 3 22 • • & • • • •• ••• •• L 3 F ... . . . . .. O u : •. . . . . .. . . ••• •• •• .•• Vg a 0 0 GLAZING OPTIONS REINFORCING W R SEE SHEET 1 O #12 SMS O t8 AS RECD. Ci 1/4•MAX H AT S'FROM ENO, SEE SHEET 3 W. SHIM 3 AND 11'O.C.MAX. to O e ' :01: pan = a t J Er k I Z I O t = TYPICAL ANCNdtS 1-- SEE ELEV. _ FOR SPACING 23 14 19 23 0 D.L.O. 19 a ri /I 4 4A EXTERIOR LEAF rAOTH 9DELITE WIDTH DOOR FRAME WIDTH • gory N E 2 UNIT FRAME MOTH b < A�w�l 0 OG �1IY X81` � Emp.JAVAD AMMAD \OfWww ;� FtA.PE C.A.N.353D • ° drawing no. ° •mCE 01sT. 17' �SE-ETYPICAL VATIONOSRS OAN 91918 201 W 12-08 FOR SPACING SIDELITE DETAILS sheet 6 01 9, •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• r` n-L-A# PART•# • •REQO. I YESCmanON • ••• MATERIAL MANF./SUPPLIER/REMAl= �W 0/ 6063-T8 - h� 2 E1102• • BRAME 40M • • 8083-16 3 Ebb • - R JANE 8083-TB - O W ; ^ l 4 E604 - SIDE=TOP k BOTTOM FRAME 6063-TB = r E626 SMEUTE 9'BOTTOM FRAME 6063-T6 5 E605 - SIDEUTE FRAME JAMB 6063-T6 - O o 5 EBOB •• • a 'ID %0Aft • 6053-T6 - L4 7 E607 • • LES TO,A•Bovw RAIL • 6053-TB fou 7A E025 • • a LEAr 9•- dCTT01l•RAILw • 6063-T6 A 8 E608 • • w-w A •• 6063-TB - Q—/ v app 'i1 Q-4 8 E809 LEAF HINGE STILE 6063-TB O n Q Q 10 E810 - LEAF LOCK STILE 8083-TS - C 11 E811 - LEAF ASTRAGAL STILE 6063-16 - 12 0612 - LEAF ALIGNMENT BRACKET 6063-76 - IQL Z yI 13 E613 - LEAF CLAMP 6063-T6 4-1/4'LONG 13A E813 HINGE BACK-UP PLATE 6083-T8 12'LONG Q 14 E514 - GLAZING BEAD(5/16'LAM.GLASS) 8063-TB - O 14A E109 - GLAZING BEAD(7/18•LAM.GLASS) 6083-T8 - 15 E615 - GLAZING BEAD(INSUL GLASS) 6063-T6 - 16 E818 - SNAP COVER 6063-TB - 17 E613 - BOLT SUPPORT 6063-TSI NOT SHOWN ° 18 - AS REGO. SIOEUTE MULLION REINFORCING 6063-T6 - 19 FO-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. W R 20 F81202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. LOCKS� 21 FBRO14SS - CONCEALED FLUSH BOLT ROD ST STEEL ISULUVAN &ASSOC. �ai ca OPTKRN #1: 22 1 #12 SIMS AS It=. FRAME ASSEMBLY SCREWS - - In C ACTIVE LEAF• P26 012%3/4' - HINGE INSTALLATION FASTENERS - FH SMS O O M 4 POINT LOCK ASSEMBLY DLOI-6007 BY'INTERLOCK USA INC.' - - 3/8'DIA.THREADED ROD STEEL - p (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF W1132! PILE W'STRIPPING WOOL ULTRAFAB Z 3 Li of 1/2'DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME E20818-KN-3020 - BULB W'STRIPPNG SANTOPRENE EPOMAT HEAD AND SRL E208 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB y THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTNG RODS '^ O LOCK LOCATED AT 42-1/2'FROM BOTTOM - - GLSS SPACER SILICONE FRANK LOWE RUBBER CO.INACTIVE i EAF• E022 - FLUSH BOLT CUP NEON - 2 POINT LOCK ASSEMBLY BY INTERLOCK USA INC.' 30 OLDIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2'DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE I ACME PUSTC AT HEAD AND SILL 33 010 X 3/4' 2/ADAPTER FH SELF DRILLING SCREWS - - THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS J4 - 2/LITE SETTING BLOCK, 1/4'X 1/2'X 4'LONG EPOM AT 6'FROLI EACH END.DUROMETER BStS LOCK LOCATED AT 42-1/2'FROM BOTTOM 35 1 2/UTE ISETTING BLOCK. 1/4'X 3/4'X 4'LONG EPDM IAT 6'FROM EACH ENO.OUROMETER 65*5 C OPTION /2r ALAE. CONVENTIONAL DOOR LOCKSET PATH HANDLE DELTA 690 BY'KNIKSET'LOCATED AT 39-1/4'FROM BOTTOM SEALANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM n SCHNEE MOREHEAD JM5504 SEALANT. CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' •a 1/2'X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL 5 o 8 MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HINGES: LOCATED AT 10-5/8'FROM TOP AND BOTTOM 3-1 2�X 7-S/8'X.122'7HK.EXTRUDED ALUM HINGE W�lr• C- LOCK FASTENED TO STILE WITH(2)08-32 X 1/2•FH Ms / •�� PART OM-107 BY SULLIVAN&ASSOC. INACTIVE LEAF: 3 HINGES PER LEAF 171•y, VI 2 E.V..JAV D N*" I� CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC' BOTTOM HINGE AT 10-i/4'FROM BOTTOM IIIIW) Ih•� C, 2 '� n 1/2'X 2'THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4'FROM TOP V 14EAD AND SIL CENTER HINGE AT MIDSPAN(38'O.C.MAX.) I qy1 6 MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH 910 X 1'FH SMS OF LEAF STILE LOCATED AT 1G-5/8'FROM TOP AND BOTTOM (5)SCREWS AT HINGE STILE O LOCK FASTENED TO STILE WITH(2)98-32 X 1/2'FH MS (6)SCREWS AT FRAME JAMB drowing no. NOTE:LOCKS MUST BE ENGAGED DURING W�2—08 I PERIODS OF HURRICANE WARNING. sheet 7 oT9heet 9 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 4.000 �1.7� • 4•• • • • ••• (� V L�o78 519 t •• . 013 0 M1� + .ers .BDS .045 .803 :SO j .803• 045: : • : Z h _ 1 ® 1.625 5 .ale • •• • 1 4.031 1.047 1.047 1.172 E I� 4.750 L-2062JJ •• • • •• •• •f 0 u GGLAZING BEAD ,4a GLAZING.BEAD. GtJ�INB BEAD • IL 5/18'MASS 7/18"MAS • • �,� •• • c , DOOR FRAME HEAD SILL • 0 / • • • • • • • • • n L 1.507 • • • • • • ••• •• v � t-4.000- 1.507 a0 IL &�j f� 7 LEAF TOP/BOTTOM RAIL 0 a^rcQ 1.625 Q V;- g I 4.n9 {�z A- -i 07e J i3 l l 3.n9 .078 <uZi`�E 4.781 0 .078 1•7W 1.507 8.250 1.500 V I 7.531 r.3,2 00 4.0 -d J. If�l� IFtt.�4 V1 _ g LEAF HINGE STILE .7" 1.507-J I .000 8 LEAF W'STRIP ADAPTER jj- 1.750 4.000--y Or-4.000 .aee p11M - O o..1 �! SIDELITE TOP & BOTTOM FRAME f I p•Dnl 0 a g' 2081 1.7so 07 F�1.7S0�I .312 .44a �.' ` 1. /}• r � 3 3 tJ` 3f -.329 l.4 ✓Y`^�- Z�; or 7e P-L .07e 7A 9" BOTTOM RAIL O t.sea p vO I�_ ,a w a� LEAF LOCK STILE 1.507-� LEAF ALIGNMENT BRACKET 750 28, o 2 FRAME COVER 5.344 .078 � .375 ') i`_� .050 I 1.197 1.W7 1.750 2081 1.57 .125 3.781 .125 r Q `I I A Sn9 .154 .078 I I fes-4.000--�I I 0 t, is LEAF CLAMP ,e SNAP COVER LEAF ASTRAGAL STILE L HINGE BACK-UP PLATE 9.000 o X1.500 1.500 8.281 1.250 ,8 .825 719 .719 SIDELITE MULLION REINFORCING < 0 r � .078 EW.44VAD AMM •• OWL CO .825 4.188 E CAN.337099a g .079 2.097W .097 $ b 1.507L I I .079 1 O M--4.D00-+f JUN , ZO'Z drow,ng no. W12-08' } DOOR FRAME JAMB V 5 SIDELITE FRAME JAMB SIDELITE 9' BOTTOM FRAME SIDELITE SLIP ON JAMBsheet B a1 g) f ••• 2• • • ••• 22 p u22 tg • • • i • •• • �1� • • • • • • • • • •• r • • • • • • • i i 6 3 0 if • of • f . / /' a GGGIII / /• • •• • f• / �c '� 0 O <o �ZmR� Q W el F t3 g 25 fJl DOOR FRAME CORNER W i n N� SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER o O oM ' ?3� 3 32i LM Wm� d 0 ,z lbrlwt a C9 S, � Ip1 1 �H C m .N a C En9rt JAVAD AHNAO n Q FLk PEEIIiossz g j CAN. drawing no. LEAF CORNER ry82012 w12-08 sheet g of g, M IAM I•DADE IllANII DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOI11C RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADITINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wiv+v.miemidade.eoWeconomY Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 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(AHI). 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 bee sl d to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 300"Aluminumxe ndow—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.1.)",sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Aj-?&tPq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Coulntiyeroduct C'oM of Renewal stamp with the Notice of Acceptance number and expiration date by the Mi 6" Oade County: •• K. • .. ...... Product Control Section. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••• :00 • LABELING: Each unit shall bear a permanent label with the. manufacturer's nam:e r logo,' GiOP state • model/series, and following statement: "Miami-Dade County Product Control App*rgvg40s un1ej%pfherwise:,•••• noted herein. 000000 . .' RENEWAL of this NOA shall be considered after a renewal application has beet;filed;nd thg�e bq%been•••• • no change in the applicable building code negatively affecting the performance ofthls prdduuet. • :....: TERMINATION of this NOA will occur after the expiration date or if there has been a revisidl19;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#13-0206.05 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. MI�DADt: Expiration Date:COUNTY ;f� NOM NO.14-0317.03 MIA v ,Tune 17;2019 Approval Date: April 10,2014 7 41,410- Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A DRAWINGS A. 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled"Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", r sheets 1 through 5 of 5,dated 03/23/09,with revision Cdated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (SubtttiNed under previous NOA#13-0206.05) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 i Air Pressure Test Loading ger FBC TAS 202-94 2)Uniform Static g 1 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 971/4"~vide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Srtbntitted ttttderNOA#09-0413.08) 2. 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 installation diagram of a 971/4 wide x 961/8 high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-21928,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted tinder NOA#09-0413.08) •••• . . .... ...... 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •• . 2)Uniform Static Air Pressure Test,Loading parJWC,TAS 20244 •••••• ce Test per FBC TAS 202-94-•••• ' 3)Water Resistance ,p ...... along with installation diagram of a 48 1/4"wide x 96 3/8"high Edd OuarVarifs 300 ' aluminum circular arch to fixed window,prepared by Hurricane Xn ineerfng X X. P p P .....g Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09,siged and.wNed by ...... Candido F.Font,P.E. (Submitted antler NOA#09-0413.08) .••••• 0 •, 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-944 ' 2) Cyclic Wind Pressure Loading per FBC,TAS 20.94 •••• along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco Guard%�g; • aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Subtnitted underNOA#09 0413.08) 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 installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering &Testing Inc.,Test Report No. HETI-08-2194,dated 01/15/09, signed and seale4J*,,Candido F.Font,P.E. (Sttbntltted under NOA#09-0413.08) � j' _._/ Manuel P r .E. Product Control kxan ner NOA No,1 - 7.03 Expiration Date: June 17,2019 Approval Date: April 10,2014 E-1 raw Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTMED) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Ai Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A, dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010,. dated 01/27/12,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&M,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13;.epiling oU*.IV711/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DAVemours & Coy,Inc.....:. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,exp** on 01/14/17. •.•• .. . • . F. STATEMENTS 0000 ••• 00600• ...... ..... 1. Statement letter of conformance,complying with FBC-2010,doted,January 17. 14, ...... signed and sealed by Javad Ahmad,P.E. 090000 0 2. Statement letter of conformance,complying with FISC-2010, and of ao fingpcW. 00 06" interest,dated January 30,2012,signed and sealed by Javad Ahmad;P.E. ' :9099: (Submitted underprevious NOA#12-0223.25) ' G. OTHER 1. Notice of Acceptance No. 13-0206.05,issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 05/02/13 and expiring on 06/17/14. Mance Per E. Product Control E anti cr NOA No.14 b .03 Expiration Date: June 17,2019 Approval nate: April 10,2014 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 0 see . u 1.806 • • • • ••• • • WONOOW WIIOTH ,per • • • • • • • I�' .1 r 9 • • ••• (SURFAC£APPLffDe • D.L.OPO. Z j MUNM .sooyggy;; 1.813 .676 01 A Fd 1 t_ppp �All •• • • •• •• ••• •• tS AA 4j Q FLUSH FRAME ADAPTER • ••• • e • • • O y7S0 • • • • • • • • -_ -- Q a •• • • • • • •• •• 1 I 0 y cz V p FRAME HEW/SU/JAMB I g�r c I'll .Iso =__�====--a-•=== � .fits dim illjw,-.../.S.CL yg UJ7I ZY��f U It OWING BEAD pANCHOR COVER QV mi MAX *"FAD 0 CORNERS W m� TYPICAL ELEVATION O ECO—GUARD 5ERIES-300 ALUMINUM FIXED WIND014 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS DIA DIMS = D.L.O. RESORT-WINDOW HEIGHT - 3.825° R APPROVAL APPLIES TO SINGLE UNITS OR SIDE-BY SIDE D.L.O.WIDTH a WINDOW!WIDTH - 3.525" COMBINATION$OF FIX./FIX.OR FDCED WITH OTHER p$ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 9 MIAMI-DAOE COUNTY APPROVED MULLIONS IN ETW BETWEEN. 4W000TRENO ba6mplT(ngtvUh Me VTeTIdW. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 8etdta6Cade WILL APPLY TO ENTIRE SYSTEM. AeeeptaneeNs 14-0 `I Q� • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE eapLrotbo Date iLF�j •n REQUIREMENTS OF THE FLORIDA BUILOQNO CODE INCLUDING HIGH VELOCITY S o HURRICANE ZONE(FTVHZ). ml hila �•�%2, <m u Atia )z�ie PtodaN CeelM-�� WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 'S Y LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHLNWN ON DETA1l5,ANCHORS THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. u4&�PE s+watojNnB Riot on"oft C _ SHUTTERS ARE NOT REQUIRE0. 0Si2 D.Rdr 6 Cha EMBEDMENT TO BASE MATERIAL SHALL K BEYOND WALL ORESSINO OR STUCCO. 8ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE MIMDNe X14-NOT PART OF THIS APPROVAL.A LOAD DURATION INCREASE IS USED DN DESIGN OF ANCHORS INTO W OOD ONLY.MATERIALS INCLUDING BUT NOT LUSTED TO STEEL/METAL SCREWS,THAT W09-20 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. sheet I of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • ESID SAD CAPk -IDF 12 ON LOAD CAPAIM-PSP l tl 3/18'ANN.MASS 3/187 NEAT STREN'D.CLASS IBISVOW 1111M8.0 le Otm Type'N 41( 'APB'D'• DITLOOV DINS. Cum TYPO'C GLASS TYPE'0' � N 95DA1(t» E11rj+) 1} .- EXF4+ HNT.- )LENO7H(u EXL(+) 1NL(-) Exr.(+) INT-(-) 13UTACITE BY"ONT' .SE�NIRY6lAS EY'WPONT"INIFERIAM a4 7ao B0.o no 9010 28-1/2' 78A 80.0 BOA 9010 p 1 3r 75,0 80.0 80.0 9010 3r 7610 80.0 B00 9010 3/18•ANN.MASS 3/t8•+NAT STREIM.MASS 38' 780 80.0 804 9010 53-1/8• 18• 7" 8010 8010 9010 w We • 7 BOS �o • •O74• 789 8010 60.0 90.0 4+ 3 �Comm 899 Q9.. WNo 899 • • �A• 0 049 0 W.0 .28-1/2• 75.0 eao am* 90.0 " CE SCS 2000 F�1 CE SCS 2000 • 701D ASA• 6dD •90.0 9Y 38-3/8, 73.0 �.O 0010 80.0 fey.. $ O •53-1/6• 75.0 BOA Bao 9010 O aG r 7 75.0 BOA 80.0 WA 74• 78.0 6010 BOA 90.0 70.0 Ba.O 80.0 90.0 a8•-1/2• 7510 BOA 8010 no 4' 73.0 80.0 80.0 SOA 37' 50-5/8' 7810 80.0 80.0 90.0 0 6 $ $n� 30' 75.0 80.0 BDA 80.0 83-1/8• 7110 7&0 80.0 80.0 38' mA 80.0 86A 90.0 74' 71.3 73.1 80.0 9010 Q U. 4Y 48' m.0 8010 80.0 80.0 28-1/2• 73.0 8010 80.0 90.0 49` 7810 8010 80.0 9010 3Y 4T•' 780 8" 80.0 90.0 is x 1-1/1'sMs 18 x 1-114•SMS s4• 75.0 BDA 80.0 9D10 63-1/6' e7.s 72A Bao 90.0 AT 3-t{2'(ROM ENDS AT 3-112 FROM ENDS 40' 73.0 Soo 80.0 95.0 26-1/2' 7510 8010 BOA 90.0 AND 10 O.C.MAIL AND to O.G MAX. V 8r 780 80.0 80.0 90.0 37* 7B' 75.0 BOA 0010 80.0 GLASS TYPF. 'C' GLASS TYPE 'D' 72' 780 76.6 640 "A 53-1/8' 57.9 59.9 80.0 %0.o GIAZING OPTIONS 24• 7SA Soo Baa 9010 Ul 36' 7310 ODA 80.5 9010 38' 780 SOA 8010 Sao W ' 4Y 7SA 60.0 GOA 90.0 (j 48' �' 75.0 8010 80.0 90.0 54' $$A 71.3 50.0 90.0 5?�f or SM2 84.2 80.0 9010 L Q p n t 6s' so2 942 60.0 90.0 C, W.WIDTH 7a' 802 84.2 80.0 940 % Z i� T17NOO7JWIDTN PJHd00tY WIDTH �°j 24• 7s0 Boo 8010 90.0 Jo• 780 80.0 8010 8010 G � 30' 73.0 80.0 80.0 90.0 ' 4Y 7r 7810 8010 BIL0 94oEPA 80 48' 750 76.6 too 9a0 1M I % ( 54• 88.9 71.0 eO.D 9010 RVE TtCALLY OR ZON7ALLYASAWWM AND LENOTH DIMENSIONS CAN�N OROBTO 80.2 842 8010 80.0 24' 75O 80.0 6010 90.0 HRtOWI WIDTH T6lA04►WIDTH " /++roTH 30• 75.0 85.0 5010 90.0 c >3 --- i!RODUCYswith theR J8' ��. 7510 80.0 6910 .0 ase4tuphNoBvlRt the FlerYrt N' 42'� 7510 70.0 sD.0 90.0 BehB I cork Ig Atteplaacc Nom L i I I I 48' 65.6 65.8 E,Wm no ie I I j f j 5a• 04.3 84.3 0010 90.0 57 , {71f >Ld 24' 75.0 BOA BOA 90.a h1i■mBaade P 1ebd�ot C.oa, # 3 W.QUID 30• MA 8010 840 90.0 r, .05- _ L J ° ^ r �• se' 7510 762 8010 Sao. NOTE: 6 $s s WINDOW WIDTH WBt00lT YAottt WINDOW?WITH 1 I 4Y 84.6 64.6 BOA 9010 GLASS CAPACITIES ON THIS SHEET ARE 48' 59.9 89.9 Bao Sao BASED ON ASTM E1300-04 (3 SEC. GUSTS). 24' 73.0 80.0 80.0 80.0 4 K�N 30• 75.0 8010 80.0 Sao Frt4r..4W XWD PFODIDCCREVL4ED q 38• 108• T4.8 74.8 8010 9010 IL%PE 70892 CNL a 0�rb thexiortd6 I I 4Y 61.5 81.5 BOA 90.0 • d AotepUaw No Q $ �- -� a4' 7" eo o 80.0 Sao � !t- 30' In. mo BDA 80.0 Saoilliemt a ProdoN dmxing no. &MABLE LOADS M ALTERNATE%+APES AS SHOWN ABOVE OR SIMILAR CAN BE 38' 7410 74. BOA SILO 1,:1 VEROTED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W09-'20 SHM IN DOTTED LINES AND OBTAIMNO ALLOWABU LOADS PROM THOSE SHAPES. - sheet tot 5 . . ... . . . ... . . ... . . . . ... 1700017000W= SEE EELLW D TWICAL SPACNI METAL ,YPIau.Nld+ot� • • • .• • • •• •• • • • OR SUCK • _-• :. '• STRUCTURE S'EE£LEY.FOR sPAc�tro: .• • • • •• _ 1V • • • LTM1B•oAOE COUN1YaMPPR0YE0• • WOOo SI 'j a ..' +•' •'�'d • < tULINYt•Srd19RLIOTT•ATTf2TOR•• _ SEE SEPARATEo �'N ti••-'' •• •• 0. O •' , J :j - I an S l07 387 !$ • • - • 008 1; e "mn i, SEE E FOR TYPICAL ANCHORS 3 • SEE£LEY.FOR SPACING 1 1 11 TYPICAL ANCHORS: SEE ELEV.FOR SPACM �! WOOD BUCKS AND METAL STRUCTURE NOT BY ECO YtDW.I 4"GIA. 7APCON BY '1TW' U !i'I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (F.-12o m.Fy�o2 RSI) i AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J i 1-3/8" MIN. PENETRATION INTO WOW V1 $ ii THRU 1BY BUCKS INTO CONC. OR MASONRY Q� i p 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a DIRECTLY INTO CONC. OR MASONRY ` 0y a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY m titer i 9 I 3 cowl Rj W 114" DIA. TEKS OR SELF ORILLING 5 SCR (GRADE 8 CRS) o INTO METAL STRUCTURES z W y ii STEEL : 1/8"THK. MIN. (Fy 38 KSI MIN.) Q �$Z ALUMINUM • 1/8"THK. MIN. (6063-TS MIN.) 3� i� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 V W 41 of: 114 SMS OR SELF DRILLING SCREWS (GRID£2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. a .0901) 'I (NO SHIM SPACE) J . TYPICAL EDGE DI TANCE iI 4 INTO CONCRETE AND MASONRY 4 2-1/2" MIN. `o INTO WOW STRUCTURE a 1" MIN. 'i INTO METAL STRUCTURE m 3/4"MIN. ' CONCRETE fb - 300 PSI IAN. C-90 HOLLOW/FALED BLOCK I m- 1900 PSI MN. 2 ii Ii z SEALANT• o y ALL JOINTS AND FRAME CONNECTIONS SEALED WffH JOINT SEALER. ` �L I i Hyr.JAYS PRODUCT'RiMSRD p 1 4. TRODUCIRENEp{�pp FRA PE T0592 atta �"SR+llhtlwttorlde ♦ �' ,1 :.s, `.a•' �• No ! ' 4+ .+.e + •r., • I �, Act P Mthl6ey g CAN. 39 AiftCoh TD ae /¢• $ 3 TTRmeoNco CAL RdHOM p"Z7 �lDi7ow TFGR. SPACWO W00o RatoyUCK �SP�amm bf 'JAN 9.5 4� W09-20 sheet Sof 5 . . ... . • . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . ... IYBN! PARC! BBQO. DESCRIPTION TTATBRIAL dTANP./SUPPWBR/RBD[A[tRB • • • • • • • • • •• 0.0 1 FYJOI 2 FRAX HFAO/SRL/JMM 000]-T8 - • • • •• ••• • • N 2 FY302 AS RE60. %A21N0 BEAD-7116'CLASS 6063-TO • • ••• • .:0 • O g 6 Z 3 FY303 AS REOD. ARMOR C04ER 6063-75 r 4 E203 AS REQO. CtAZ=BEAD=8 REOPREHE IA.TRAFAO - A FLB-SO 1 CIA55 SPACER- 1/6-FIIOH SRJCONE ERM 1641E jj� $}1 6 110 s t' 8 F'PAHE ASSEMBLY S IDIS ORS PH SHS • '• .0. •• •• '60 V ' 7 FY720 - PLUM FRAME AWTER 6663-TB OPTIONAL . 0•. ' ••• 04,• a G .� D,ag 7aam JOINTS UtAhIt-RCEHTY APPROWD RECT.OR SQUARE WINDOWS CIRCULAR VRNOOYJS MRER CORNERS � V1 SEE SEPARAX NIX TYPICAL ANCHORS S SEE ELEV.FOR SPACINO 1�V-]7 COR 3$D61'ASIS � no O, =_ - 't TYPSEE E1.ANCHORS SEE ELEV.FOR SPACING MNDOIY MOTH tBN6oTr MOTH 1/4'LIAX. Cy. 1/F'MAX. � 1/4-MAX. O SHM TYPICAL ANCHORS SHUJ C' SEE ELEV. IYPEM ANCHM YS FOR SPACWfi SEE SPACING FOR SPA. g t1L000er RENEWCf, 4 eF complying with the riorm 8ahlingCode •- AccepleeftN ! LEtat faPimR{OR AAM r9 - --------- -- -- ---------------- - - - STRUCTIRtE ------------ ___ _......................___ ____ _ p D1tTmi sdcPloEati.Co' ROOD ••� E •, T7.OD - - Er1gI1 JAVAb AletW YRODl=RBVISBD ••,1 .ai FU:PE 1 70M eBaB�g�Cooddee Wel7orWa e�{ 2 EXTERIOR t tri Bucks ax 35�a Aosep Dye S 4 t DDpp 8 MI ILL OPO. s tieFYodaN drawing no. y 201 mNDwog-2o o7r MOTH • sheet 4 0( 5 . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• 'UEfAL • • • • • • • • • •• M�lt��V • • i • i lY TYPICAL. .FOR SEE gym.• =AIM ar lavED •• • t SEE ELEV.FOR SPAIS!!O UULUOU dPIJDRIOl1 Ml DRS ' -•s �. L SEE SEPARATE NDA 0 1 s.. r. is t i • i • 110,to AD tl� AI-T. as TYPICAL AN SEE a FOR SPPAACIIt� -� U1 1/4"UAR. ALT. 3 z Oa o't TYPICAL ANCHORS :. s SEE ELEV.FOR SPACBID .e .PRODUCT RENEleC6 R R -•i, - 11 Code Plyfib the Roft, BeMleg <° AceeptabeeNo Q-G i •8 ® Influx DateU/y o ALT. <m v 111tamjDade WoAoef.- . INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Eft w PRDDUCTRDVISUD "I AN�s51 a+�ldgibtlGrtihlboFlaMa h ecaae y � AeupDam al Lob nmte Q- f.. g toil . • TVPkJ1 AHC1f0AS `xf M e4 Product drovring no. SEE ELEV.FOR SPACING09_2� sheet 5aI 5 ., MIAMI-DADS iVITAii'iI-DARE COUNTY a PRODUCT CONTROL SECTION 11805 SSV 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADdI1NISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ovw.miamidatics mkonamv CGI Windows&Doors,Inc. 10100 N.W.251h 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 AHT 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 11160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT:Drawing No,W13-01 Rev A,titled"Series 160 Sentinel Outswing Doors",sheets I thru 11 of 11, inclusive sheet 9.1,prepared by AI-Farooq Corporation.,dated 01-03-13 and last revised on RTL 31,2013, Signed and sealed by Javad Ahtuad,P.E.,bearing the Miami-Dade County Product Control A)proval stamp with the Notice of Acceptance number and approval date by the Miami-Dade Co oduct r I S tion. 0000 1NIISSTLE IMPACT RATING:Large and Small Missile Impact (� .3 'one* ` ..•.•• Limitations: ••• •• 1. See Design Pressure ratings single and double doors in shee 1 ' les idelite' x60 etsd door muKion in ••••%• sheet A.For mulled unit lower design of door or sidelite or mullion shall apply to tIwei6m assennbl3r, ;••••; 2. See glazing option in sheet S and locking hardware in sheet 9. 0000" " ` • LABELING:Each unit shall bear a permanent label with the manufacturer's name or to o•0r•• tate and 0 0r-0s and•• ••• P g �ScttY�.$ ��T� 0000. following statement: "Miami-Dade County Product Control Approved", noted herein. 000000 so**** RENEWAL of this NOA shall be considered after a renewal application has been filed an¢tlt tlias been rto change •, in the applicable building code negatively affecting the performance of this product. 0 0 :000:0 000000 TERMINATION of this NOA will occur after the expiration date or if there has been a retrislAn or change h the :0600: •0•. materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of anppr&ltict, 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 Miarni-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 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 MMIDADE CO Expiration Date: August 08,2018 Approval Date: August 08,2013 .� Page 1 CGI Windows&Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W13-01 Rev A,titled"Series 160 Sentinel Qutswing Doors",sheets 1 thru of I I of 11,inclusive sheet 9.1,prepared by Al-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�v! sidelites,by American test Lab of South Florida,Inc.,Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed 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 w/ASTME-1300-02&-04. D. QUALITY ASSURANCE .... 1. Miami Dade Department of Permitting,Environment,and Reg>alatogy AffatrS.(PERA)...•... E. MATERIAL CERTIFICATIONS •••:" """ 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNePhbla.1%Co.,&h. for :....: their"DuPont Sentry Glass®Interlayer",expiring on 01/14/17.•• ••• •••• •. •• 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical (;pmpany(MA1fwmer..:..' Solutia Inc.for "Saflex clear&color glass interlayer", expiring on.05431'/16. ••:• ••••;• 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chennical;Cegtgainy(MAyfomier •. Solutia Inc.for "Saflex CP-Saflex&Saflex HP composite interlaler A%/'PET 49"41116 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 pant of the above referenced test reports. G. OTHER 1. Test proposal# 12-0553, dated 04/25/12 approved by RER. shaq L Chanda,P.E. Product Control Examiner MOA No 13-0226.06 Expiration Date:August 08,2018 Approval Date: August 08,2013 E-1 t„ • ••• • • • ••• • • •!• • • • • ••• • ••• • • • ••• r' Tg 37-1/4' •� . � • • • • • • • • DOOR FRAME WIDTH DOOR FRAME TROTH ! • • • • HF MuANTr AT STILE ENDS 0 2 • • • • ••• • �UANTfl7 CHART n V mm • • • Et.YWRT FOR g1ANF11Y ANCHOR TYPE Z 'A'. N .C. HEAD/SILL 3' B' 3' • ••• ---��{{1 AT END SHDt 'A' 'B' 'C' O �UM A -� CORNERS A 1/4' 4 4 4 i j 1 1 3/8' 8 8 8 = 0,3 1z 51 1 SEE SHEET 8 i IS p A mvodall TO 'aa c ,t "�o C 1 pPTaidaitaMla4Cad a�te H �trkOtk \ + nN_-aF=== \ -�� i ===a6�={ 1� A7bw q tAmdIS O S RIw n SEES 180 SENTINEL 31 a o ACTIVE i aCTtvE 1 + ALUMINUM OUTSMNG DOOR T(/ SIDELITES APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX)LEAF DOORS 3 M W WITH OR WITHOUT SIDELITES. # n 3 B SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z z CI. 23 1/2' TO 23 1/2' 23 t/2` + $ SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. L3 �8 D.L.OPD 2 ANpiORS D.L.OPO SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. TYPE.g SEE SHEET 4 FOR SIDEUTE TO DOOR MULLION CAPACITY. U Q STILE ENDS, 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY AT TYPE'B' FALSE MINIMS CHARTS WILL APPLY TO ENTIRE SYSTEM. o AT STILE ENDS MAY BE USED TYPICAL ELTI TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE (.x ( XX ) RECUOUENTS Of THE CURRENT FLORIDA SUILOING CODE INCLUDING 15tH VELOCITY HURRICANE ZONE(HVHZ). DOOR OPTIONS 18Y OR 28Y WODD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO g TRANSFER LOADS 70 THE STRUCTURE _ DOORS TOAD CAPACITY -PSR DOORS LOAD CAPACITY- PSF ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETARS,ANCHORS o SINGLE DOORS(A) BOOM(mg EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM,or INSUL-LAM. DOOR DIMS. LAM.or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. FRAME LEAF FRAME ocr.(+) INT.(-) FRAME LEAF FRAME EXT.(+) Mr.(-) o VADTH VADTH HECIT WIDTH 1T1D7FF HEIGHT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. m o 8 37-1/4' 35' 08' BO BoX72' MV 08 Bo O STE04%UAL SCREWS.THAT COME vivo NOTE: CONTACT WITH OTHER NDISSYMOIAR MA0T L09TED TTERIALS SHALL MEET T14E REGUDtEMENTS VERIFY COMPLIANCE WITH EGRESS UMTATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG.CODE SECTION 2003.8.4. n o NOTE ..IAYAD MaND Jq, FLUSH BOLTS AND LOCKS MUST BE CfYA.me ENGAGED TO HEAD AND SILL MIRINGDOOR D.1,0. DIMS u PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT- FRAME HEIGHT - 12.875' eA.N. 7I D.L.O.WIDTH DOORS) FRAME WIDTH - 13.75' NOTE: j, X a u GLASS CAPACITIES ON THIS SHEET ARE D.L.O.WIDTH(XX DOORS) a (FRAME WIDTH - 25)/2 UL 3 1 L 3 d.amng no. BASED ON ASTM E13OO-04 (3 SEC. GUSTS) /SfOfl�g RAID S AND SMALL MISSILE IMPACT. W 3—01 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 SHUTTERS ARE N07 REQUIRED. sheat 1 d 11, • • •.• . . . •.• • ••• • • • ••• a • • • • • • • • • •• s 37-1/4' 72" DOOR FRAME fWDTH DOOR FRAME 1YIOTH i•• • •• SAD ANCHORS AT QUATITY CHARTIL ENDS 1gg� a 8" 3' TYPE •O• -s'MA3LIqp/gg„1, 3" g" 3�2 ANCHORS SEE CHART FOR OUANDTY ANCHOR TYPE Q 9 HGO/`� AT STILE ENIIS •� •B• •L. Q'O CORNERS i • •• ••• 0 • • • • • • •• •J 8' e 8 g _ D • • ••• • 2 8 8 0 n 1 1 100 1 • • • ••• •• V 8owm x.41 __T�Ljr I / � 11-11= �•�•s g�Y�Y.gjj /11It D I Lam Wmams ISEE SHEET 9— 1 -- ' = 1 -- - � aagg --=-It FOR SPACING THAT EXCEEDS 21" 7d m 0 11 Q a a ' d it ADD AN ADDITIONAL ANCHOR ii I ��• ' it BETWEEN WNOES ON ODORS OVER h 88'MGH. N Irl A � M SAACTIVE I ACTNE _. IVE $ �Z f 23 1/2' 23 1/2' 1 23 1/2" v O O.L.OPG. 2 ANCHORS 0.1.OPG. 0.4 OPfi. ApDrorcducaes•P17uiwtlEtN TYPE.lr 4 ANCHORS SURFACE APPLIED F1414A►BFkhl1 AT STILE ENDS TYPE'8' FALSE MUNTWS H _ AT STILE ENOS MAY BE USED TyVly= /� �. y��a_�-- c TYPICAL ELEVATION FOR 3 HfNGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOUR 6y .�•�^ o fixxx NOTE: SEE SHEET 1 FOR DOOR CAPAGMES � `ci n Elgr:JAVAD MVADCPALQ FIA Pf i Wt o n 33 CAN.'ISM JUL 2013 drorring no. W13-01 Sn�e� z aI l t . . ... . . . ... •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • •iµ'►0�, • • •• • `'. lj g 37 I/8' 36 o0 • • 38' SEE CHART FOR QUANTITY SIDELITE WIDTH SIDELITE YADTH • • E WIDTH HF,�ANCHORS Q 3' 6• S' AT STILE&MULLION ENDS 0 aVANTtTY CHART !� t 8'MAX F MAX. - Eg a. ' COR/NERS F COR E� � A Y. •• • ••••� �1 SKIM ANCHOR TYPB C • • •• • - • 1/4 4 4 4 C 1 3/b' 8 D 6 4 so I 1 14 __JI--- QO Qo 1 H H LL z // LOCKtE i ✓ FASTENERS SAME LOCATIONS p �� SEE _- _ AS ANCHORS SHOWN ON } / SHEETS 1 &2 ACTNE � � IQ�ACTME - _ 11 NM 03M� G G -- g o 31 1/8' 31 1/8' 23 1/2• 23 1/2• 31 1/8' D.c.oPa D.L.oPc. o.L.oPc. D.L oPo. D1.orc. SURFACE APPLIED DESIGN LOAD CAPACITY- PSF 4 ANCHORS FALSE AIUNTINS TYPE'EV SIDEUTE SIDELITEFRAME STATIONARY PANn(0) TYPICAL ELEVATION AT STILE AND MAY BE USED {SEE NOtt BELON) - ELEVATION WTDTH MIGHT ( O ) ( ) MULLION ENDSTpy��lOal INCHES ea{off meoo� SIDELITE OPTIONS OXXO jxtpt�� SGB*lment 2 Is oqq 30 BOA 60.0 'L S Costed u 33 84 emo 80.0 - Dy ); / /�� ` 38 80.0 80.0 37-1/8 77.6 77.8 39 73.8 73.8 42 66.6 8&8 SIDELRE O.L.O. DIMS, 24 80.0 00.0 D.L.O. HEIGHT -FRAME HEIGHT - 12.875' m 8 D.L.O. WIDTH s SIDEUTE WIDTH - 6'STAND ALONE SIDELTTE ONLY 30 mo 80.0 D.L.O. WIDTH - SIDELITE WIDTH - 4.875 SIOELITE TO DOOR ONLY 33 90 80.0 80.0 aava0 •^ 36 BOA BOA 9n A/tUAO VAD 37-1/8 77.8 779 FIA.PE S 70582 §c 39 739 73.8 CAA 35M $ 8 24 me 80.0 30 80.0 80.0 33 88 80,0 80.0 qfD13 drawing no. 36 809 80.0 W13-01 37-1/8 77.6 77.6 sheat 3 of 11� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... �00.R ... 4 a"DEMG LOAD GPACITY- PSF DOORDOOR FRAME SIDEIrtE SID •E• i�ILE ytt•.----S—f--O---- •• FRMIE• SIDEU7= FRAME SIDEu7E LEAF FRAME ?HIITiiJi'E 70 DOOR 3NLllON WIDTH WIDTH IDTH�' w WIDTH• WDTH• WIDTH WIDTH WIDTH HEmHT (SEE NOTE-O) 1 INCHES ORCHES INCHESF77.6 (4) INT.(-) 3 24 D a" / \ Q 30 80. C / C / \C G H `v 33 35 840 80.0 , jp/, :• . •� \ g g 38 D BOA N • i • • • Q[J /B 77.8 \ `• • / IL39 9 7J.8 \ i� • • • • • • •�•• • / Q 4j Q 42 88.8 1 88.8 gg2g 24 80.0 80.0 O Q Q Q 33 35 90 aoBoo {xo (oxo) (XOR) 0 Z W l Ox 146 Uf s 38 80.0 80.0 3739 77.6 77.8 SIDELITE DOOR FRAME SIOEIJTE ODOR FRAME Somm 39 739 739 WIDTH WIDTH WIDTH WIDTH WIDTH 24 80.0 80.0 O 30 80.0 80.0 33 JS 98 80.0 80.0 E \ H J738/s 77.6n9 j /O \ / \ j 31 "'m Oxx DOM STME OO END ANCHORS END ANCHOR O ✓�T n H J SEE SHEET 3 SEE SHEET 1 Z Z lzi STP. �-T , with[N —9 xt .1�WIM 1 r SIOEUTE WIDTH DOOR FRAME WIDTH Dy `�—,727 504GLE(x)37'MAX. DOUBLE(XX)72'MAX 4 SIDELITE TO DOOR °Ed ..I INSTRUCTIONS: NOTE- c o g USE cHARTs As FOLLOWS. BASED CAPACITIES ON THIS SHEET ARE a BASED ON ASTM E1300-04 (3 SEC. GUSTS) . 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM AND FLORIDA BUILDING COMMISSION o TABLES ON SHEET 1. DECLARATORY STATEMENT DCA05-DEC-219 2. SELECT LOVER OF SIDELITE TO DOOR MULLIONY CAPACITY FROHA TABLE ABOVE. 9n JAa r 3. LOVER VALUES FROM STEPS 1 OR 2 WILL APPLY RACAN.PE{J3J8 2 c TO ENTIRE SYSTEM. �t E lUL 2013 }I drawing no. W13-01 sheet 4 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • • • • f• V n • ••• • ••• • Z r $ \ v ag . . . . . . . . 0. • • . •• • JOL m pa! , 4 •• • • • • • ••• •• 0 00 00 Ka O 44��-�� a 01, 3/18'TEMPERED GLASS 3/8-AIR SPACE 3/18'NUN.GLASS 3/16-HEAT SIREN'D LASS 3/18'ANNEALED GLASS }rA90 SAFLEX PYB BY CHEMICAL CO.' .090 SAFLFX PM8 BY'FASTL9W CHEMICAL CO.' .090 SAFLEIL PY8 BY'EASTMAN CHEMICAL CO. �++ INTMAYERS-}r-.079 SAFLEX CP BY'EASTMAN CHEMICAL.00: INTERUAYERS A7S SAFLEx Cp BY'EASTMAN CHEMICAL CO.' MTERLAYERS-EAW SUM CP BY'EASTMAN CHEMICAL CO.' `:m SENTRYGL S BY'OUPOIW .090 SENTRYCAS BY'DUPONT' LLL AW SEN1�,AS BY'DUPONT' p �I 3/18'ANN.GLASS 3118'WAY SRNEN'o MASS 3/18'HEAT STREMO CLASS � p- SILICONE Sa.ICONZoOW CORNING 995 DOW CORNING 994 SDICONE a�j N DOW CORNDIG 899 o0W CORNDH6 899 DOW CORNING 999 gn CE-120D GE-1200 GE-Dow CXHMNG 899 (�OO _ GE-12W 5 NM i C i O M 03�.l v 14 ` r 14 I •y ZZ". ` Jig! 30 1 F AIR SPSPACE ACE CONSI34'INSL9E o ST.STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. 7/18" LAM. GLASS 7/16" LAM. GLASSkporalYd as to•PlylAgwllh lb- J" OVERALL INSUL. LAM. GLASS iLL}AsWldiraf oda 0 GLAZING OPTIONS N O °tDOt N O • Ej .vg "Oa 8 `C� _n E"9n JAVAD AHlAAD @ SCAN`3 70592 o n X32 JUL 3' 1013 dYD.ng W13-01 Ch-t 5 Df 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... •TYPICAL ANCHORS . ••, .Y•�' eupc •• EOGE DIST. SEE ELEVATIONS DISE. SEE NOTE SHEEP 1 • • OR • • •• u FOR SPACING • • NOT ET 1 • • METAL '° '�__ • • • STRUCTIAtE •• • •• GIST. IM .A CONCRETE".•' " :r'"_ ., Z w a�Z z z a1 23 1 I 1 1 J N . . • • . . m 1 1 11 2, O A \� •• • • • • •• • 4 O a A 1 ) l 12 7 J J TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS a O 1 IzrF®Y�Ij i 13 SEE ELEVATIONS SEE ELEVATIONS FOR SPACING c ¢Q FL^�{ FOR SPACING Q 1•_,1 1 FOR SPACING O'1.�& 6 I 1 it MIAMI-DARE CWNTY APPROYEO Ii W t Ii II CUPPED MULLION �I Z N 1 1 I !SEE SEPARATE NCA I Ii Q�Y�f C WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS --- . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ... ageV • • • • • • • • • •• O 3/9'MAX. O O 1/2-MAR. • • • •• ••: • • • 'O SHIM C SHIM ••• • ••• • Z ti % 2 1BY WOOD BUCK •SEE NOTE SHEET 1 F. i ACTIVE LEAP �; 3 Ss °3 � • • • •• ••• •• ¢ U I 2t •TYPRAL*NQr • • • Q y' S®ELER • • • •• • n.Pi� d 3 SEE •FOJiSPl�i6• .. FOR W • • • • • • • 000 00 • • Q .4 Oho s -- - --- 0.56o 23 7 f5 7 to ii;�a, -calls 0 25 D.L.OPO. METAL 5A EXTERIOR » STRUCTURE LEE MOTH 3 POW LOCX wpptmed atoedc •tIL 19e 4mH DEAD BOLT /hFldtB Coode a SEE SHEET 9 DOOR FRAME WON o� Q9 Qw o 1/2-MAX. �+ sHIM � 1/2'MAX O O 3 POINT LOWC 28Y V70GD 9UCIC SHIM C WITH HEAD BOLT ' SEE SHEET 9 �pD yIR�� nr, n n CONt2TETE. FLUSH BOLT SEE NOTE SHEEP t OR MASONRY., ACTIVE LEAF INACTIVE LEAF a t9 �3 p TYPICAL ORS ANCH '•. 22 24 ! U FORSEE SPflEV.. y.• t9 •.• TYPICAL.ANCHORS g 7 7 7 T SEE C!". O.L.HPO. >' Is D.L.DPG. FOR SPACING g EXTERIOR LEAF WIDTH LEAF WIDTH DOOR FRAME WIDTH 8 n EAgr:JAet ANL41D u CAN. W2 JU 13 drawing no. i DOOR DETAILS W13-01 sheat 7 ofI 1 . . ... . . . . ... • . . .. �V TYPICAL aNCHaRs • • ••• ••• •• •• • SEE ELEW MIS • • • • • • • • • •• FOR SPACING • • • • ••• • • • EDGE PSL • • • • • • • • •'�.: .•�DMCRET • • ••• • •.• • Z ar •• . . . •• ••• •• O 4 c • • • • • •• • � • • • . . • • • • u 00 1 a all 0 2e MAX. O \ t S.if • H J lMTINC JANE FASTENERS a s 2 FOR LOCATIONS • CONCRETE•. 17 1B SEE DOOR JAMB SPACING OR ON SHEETS 1 k 2 MASONRY p = o _ o n� g o [. .p _ G! 2.Z Li �4 >iW(S ! ••�•� fff�� 3 0 EXTERIOR o 4 28 D.L.OPO. LEAF WIDTH i ! SMELITE 19DtH DOOR FRAME WIDTH _ 28 37-MAIL SINGLE(X) f 7Y MAX.DOUBLE(XX) c FRAME YADTH 9 p�4 TYPICAL AHCHM tbUP bte[aIRIBN C 5 FDR SPAMG LAPMY SEALANT BEFORE MATING 3 - � gr ! 4,a NOTE: LIMB SHIM TO METAL STRUCTURE AT JAMBS TO 3/8'_ b o 12 0 © t1 "n JAVIV AHYAD •S Q . \ FLA.PE/1�2a KSEE •. .. 3 613 dmcrinq no. EDGE DIST. IYPICAL ANCHORS W13—01 FOR SPA= SIDELITE DETAILS sheet $of�1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... BILL OF MATERIALS • • . • •.o EXTRUSIONS NISCELLAAAS: •• ••• •• c im R PART ft IESfRIPT@1 MTERTA. WAF. REPm ITEM E COOS PART Mo. DEstlRU1ffi4 MUMAL RAW. Rm"s 1. l 1 Ca-I89 sm NEED ARD$RL 6063-T6 CGI EXIRIM S 18R xe-m ERAME GMT fm vesm In am 2 CGI-I91 rm RWI 6067-T6 CGI EXTRUDER a 96 32084 w EST .• .•• •• FOX Aa4NRT OR 3 Ml-i% SIDELTTE HEAD AVD SRL 6064-T6 Ea EMM 23 b W3332M 117 sma WATFlRsup RL•V omm FRt m LLTRWAS OR ca-t9T 1'RE SIAR6IAG SltEIITC 1WB 6063-16 CGI E7116IDER 24116 v3332tt1fi VOL v7 fM uTRN'A9 OR EM S CW-190 MATm SMITE im 6063-T6 w ERIRWR 23 Try 01-TOB-D • RARiEM 1//D�1 • • • • µHRgIApH cm-onlm � d 6 CQ-m PNEL TOP AND ROTT01 RAA 6063-76 CM EXTRUDER 2y1 IR6 ABB00.Om cit 1/2'�N sm &M - r Q tenVl to-t4/ PANR VERTRAL STILE 6069-T6 CGI EXTRUDER 23B RD AB800-US3 HDM7A:N IR'%47 S7S PA6ER 9 CW-199 REAR SLUM 6067-T6 CGI"Too 26 MI CG1-382Y CAA2RIG PEA➢{REB VIM CGI-=Tm 0 S wa O Q CGI-191 FREIE WAD AND SRL CREV COVER 6064-ID CNA EDTun v R7 yr-t6 TIRAT IF mm RW-SECIM[D WITH 3w Fn WT EOC PUIED 0 13 Ca-m MIE WAD TWD SRL WARIER STREP CUM 6067.5 Ca Dam=, Q 14 CGI-!21 7/16 RM GLAM BEAD 6063-5 CGI EXTR w 14A ca-cel Y wis QAzm Ka 606345 CGI MOM NOTE REM NUMBERS 8. 10 & 11 ARE NOT USEb IS CGI-201 WEAR 9t=RATE 6063-f6 tSd fXTRIRR :::11i 16 Ca-193 ASTROL 6063-5 Ca EIIIRURER 0_ 17 Ca-518 MY COVER 686345 CGI Dam= LOCKING HARDWARE PART Ma OCSCRIPTm MTFRIR xw. REIM e� CGI-4.W3PL 3 POW LOCK"My=TWE LCAT CGI-cam USED BY ALL OpIIOM4 CTA-m FLUWNBOI.T ASSEMAT(WAC7M LEIS CGI-=TIRR USED By ALL an= CPTtM 1 5455 PASS ACTtVC LEVER WIVE LEAF) SALVO C]� 5433 FD DART LEVER tW MtW LM RMNN tRtmm 8231 DEADWT!ACTIVE LEAs NNW WIMR 2 im DCANDLT ULTIVE LEM OEM IT Wlt �1-4;; RO TWO MINE LEVER tAC1PA tEAi) mu R7 SC1L 0 RD f0R6DS DIADM LEVER tBONCTIVE Lf:Ai) FEXTFR In SCK 0T11R4L aaa Z Z47 IPTIM 7 DB21I0 DEAD80.T QCTIVE LEM Cl)PPCR CREEK $ . BL222D ACTIVE LFVER!ACTIVE LEAK L0.°PER(REEK G mem DI w LEVER QIUCiIYE LCAT l4PPER!REEK DPTAHA. ,. O SCREWS "TM' a�RP131AE.ttex,4 ITER 1 PARTF%mMa OESCRwTm1 REM490 Inhale e� W 114 X L4'NEX HEAD no-RU.ttR!A11ACV1iMi - g 19 16 X V£PAM WAD m-A4TRATVL A7TAt1/ERT TZ'"m m hglOtR/('oMppR 3 20 1 10 X 1114-PH 1RX-ASSOM.T 3 PER EGRfER �. r 1 0�$ << Erop:JMAD AR/AD t g cmFLA.PE 32 CAM.55 2 n 1 .013 drartTng no. W13-01 "t s or til .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... z AttenEf/ ��1 1 mow- LbUp Any. • • • • , • • • • e • o RAd 0 SOL r- ° 4 #W.3/4'PH M o ilMdl rq +� �1pW 3 a: C MKU. 4 Wltd Cy�N6tl/Oe[maR _ Cj Otm8d1 Ate. is[1ff PH US N» Am'F To�'.eq D 3 g 11o•Ddt O AGhala !Md OW o a9' ' TOP SECTION SHOCIN (BOTTOld SIA") 0 t1oTkpY`o4'M�I gao CPIyle8wDh11N c k nushwts(lnoetive Pond) Top&Bottom Atka prodep. g I o�� 1 of c O n_ Cngr.,NWD AHNAO [ Q 'I FM �!TaSN2CAPL JUL� 2013 drew;ng �o. ca CM(N W13-01 3—POINT IOCi( sheet 4.1of 1 1 •'. .•: .'. : •• • (� 750 .062 1.825 .•• : •.• • ••• • ; ` t � F a .100 t.S87 4.495 Q f a 6 7 SS00 .• • • . •• .•• ••• r 12 FRAME COVERL • ..• . . • • .• a Q DOOR FRAME HEAD/SILL i i i i i i'• •00 • u 6.825 1.567 C 2.458 0 1.410 I 0�WQ ,.825 082 Q 1 .628 o •5.300 jailTOP BOTTOM RAIL 6.478 SILL COVER « .480 .485 1.440at „ 0� o .075 1.+� 4.495 �FN 1.755 Q HINGE dt LOCK STILE O 03M� SIDELITE TOP & BOTTOM FRAME /7 SIDELITE JAMB COVER z zL .328 .133 .070 .245 ,825 iS00 .165 O .805 .113 Fk7I1�pppp d14Dn,P1)hpMlbiAt 1.822 O 8 MI War, ODI 8 8 Menai IB ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 .875 • -3.005 - 1.125 2.0W 1.061 993 050 c m id 4.000 4.000 .075 0� 4.� GLASS STOP (LAM. GLASS) all Ungn JAVAD X MO 2366 .120 m PE 170592125 1.465 1.4653Je.995 mo1111 t.TZ3 U "�.� 0 � DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL LAM. GLASS) sheet l0of i l . e • . • • . . • • . • • . ••. . • • • •.. • • • • • . • • . • • .• � • • • • • • • R45EMBLASTENERS NC TO 8E NSTALLEO !.. ASSEMBLY FASTENERS TO DE INSTALLED • • • • ••• •PPoOR TOY JFOINING MATJAM85 / 'L ;3 ' PRIOR TO JOINING MATING JAMES. 4 / s, ,/ O hr ' 0 1-10 000 00 3 / •• • ••• •• 3 • / s O; a �9' i ••fig • • ••• • ;� �rj Oar¢ 1 � a zap 1 i tL z'�s i o / I � N 1 1 HOLE CAP�� i ACCESS HOLE 2 1 MATING JAMB 1 FASTENERS SEE SHEET e 1 00 FOR DETAIL 2 1 ; AV N " 1 ' �N$$ 1 NQ C4 m �, DDSS ZZU SIDELITE JAMB CORNER SIDELITE MATING JAMB CORNER 8 DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM IOP & BOTTOM 3 0 19 O 9 pA' npplendall oompyiey MHe lCI °� �.�p FIoSt1Ct o � -iel �`/ 5�� 4 0� 27 0 e� O n_ W.JAMA)AWMon FLA PE r g CAUO.,SW2 3 '� Dt` droming no. LEAF TOP & BOTTOM CORNER W13—d1 cheat 17 of T T � 4 CAWind Version 2 . 1 . 0 ® 6 ASCE 10 I Developed by [ECA Enterprises, Inc. Copyright 2013 Date 06/29/2015 Architect No. AR6691 Company Name JUAN A. RODRIGUEZ-JOMOLCA, R.A. Designed By Address 625 SW 82ND AVE, Description WINDOWS INSTALLATION City Miami Customer Name Rasha Cameau State FL 33144 Proj Location 266 nw 42nd st Miami Shores FL 33150 Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = NIA Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85. Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg Ht: Mean Roof Ht = 14.00 ft Type of Roof = GABLE Rht: Ridge Ht = 18.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 4000.00 ft^ Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 18.90 ft lzm: Cc* (33/Zm)^0.167 = 0.16 Lzm: 1* (Zm/33) ^Epsilon = 606.26 ft Q: (1/(1+0.63* ( (B+Ht) /Lzm)^0.63) )^0.5 = 0.93 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) .a a Gust Factor Summary �� r`{ ,,,: J.. Not a Flexible Structure use the Lessor of Gustl or Gust2 Table 26.11-1 Internal Pressure Coefficients for Buildings, 'G�pi__; GCPi Internal Pressure Coefficient �D y f J Roof not 4 E_ 4 Gable Roof'_9 45 Wind Pressure on Components and. Cladding (Ch 30 Part' 1) All pressures adwwn•are based•upon ASD Design, with a Load Factor of . 6 %i.dfb b$ $r6sb[ke'Goefficient Zone "a" = 5.6 ft Descriptibh '•' *didEh ' 3paa Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ---------------------- V--T------------------------------------- Zone ------------------------------------ Zone 1 ; • ; ; 1.60 :1:OCA : 1.0 1 0.50 -0.90 22.54 -36.39 Zone 2 •� �� • i,'00' 1:0b : 1.0 2 0.50 -1.70 22.54 -62.47 Zone 3 ••• • • ??CO 01.00' 1.0 3 0.50 -2.60 22.57 -92.75 Zone 4 1.00 1.00 1.0 4 0.90 -1.10 39.58 -42.97 Zone 5 %.QQ 1.Op 1.0 5 0.90 -1.40 39.58 -52.68 Zone 2H •:• 1-.OQQ� :1.Op 1.0 2H 0.50 -2.20 22.54 -80.78 Zone 3H : : • : :1 . .• .•00 1s00 1.0 3H 0.50 -3.70 22.54 -128.47 • •. •. • . . t Contractor: Owner:-6 NW 92 Street,Miami Shores,FL 33150 ]uval Corporation Calculated Wind UNITS Pressure Water Mullion pressure Capacity infiltration Mark No Glasstype/thickness Size WxH Unit type Unit name NOA Mullion NOA Vertical horizontal Negative/Positive Negative/Positive Requirement 1 Im 5/16 clear 37 x 38.375 SH DEN 14-0822.11 NA NA -62.47/22.54 197.2/100.0 N • 2 • •cWt/16"clear • 53 X 38 3/8 SH LIVING 14-0822.11 NA NA -62.47/22.54 124.1/100 N •••••• • 3 • im a 9 16"cle& • 36X 80 ENTRY DOOR LIVING 13-0226.06 NA NA -62.47/22.54 77.6 77.6 N ••••4•' UIa 05/16"cigar• s53 X 38 3/8 SH BED 1 14-0822.11 NA NA -62.47/22.54 124.1/100 N 0 0004,00• •• 5 Im act 5/16 cleat_ 38 X 51.5 CASEMENT BED 1 14-0506.01 NA NA -62.47/22.54 64.8/64.8 N • • i6"chit• •• 38X51.5 CASEMENT BED 2 14-0506.01 NA NA -62.47/22.54 64.8/64.8 N •••aS•• imp"5/16 cle i-• • 38 X 51.5 SH BED 2 14-0822.11 NA NA -62.47/22.54 168.3/100.0 N • • ft actj 5/16"clear• • 19.5 X38.5 SH BATH 1 14-0822.11 NA NA -62.47/22.54 210.0/100.0 N • 9 • lmp'a'ct/9/16-clear• •• 37 X 80 FRENCH DOOR FAMILY 13-0226.06 NA NA -62.47/22.54 77.6/77.6 N •X10 i 3 16 cl r 53 X 38 3/8 SH FAMILY 14-0822.11 NA NA -62.47/22.54 124.1/100 N •;6116• Inr 5/16 clean •26 X 38.5 SH BATH 14-0822.11 NA NA -62.47/22.54 210.0 100.0 N 12 lnfptM 9 16"clear 72 X 96 FRENCH DOOR DINING 13-0226.06 NA NA -62.47/22.54 80.0/80.0 N 13 Impact 5/16 clear 37X 38 1/4 SH KITCHEN 14-0822.11 NA NA -62.47/22.54 197.2/100.0 N 15 Impact/9/16"clear 37 X 80 FRENCH DOOR DEN 13-0226.06 NA NA -62.47/22.54 77.6/77.6 N 14 Impact 5/16 clear 37X 38 1/4 SH Laundry 14-0822.11 NA NA -62.47/22.54 197.2/100.0 N N N N N N N Contractor: Owner: ]uval Corporation Calculated Wind UNITS Pressure Water Mullion pressure Capacity Infiltration Mark No Glass a/thickness Size WxH Unit type Unit name NOA Mullion NOA Verticai horlzontal Negative/Positive Ne ative Positive Requirement 1 Im act 5/16 clear 37 x 38.375 SH DEN 14-0822.11 NA NA -63.1/+47.1 197.2 100.0 N 2 Impact/5/16"clear 53 X 38 3/8 SH LIVING 14-0822.11 NA NA -51.1/+47.1 124.1/100 N 3 Impact/7 16"clear 36X 80 ENTRY DOOR LIVING 13-0226.06 NA NA -63.1/+47.1 77.6/77.6 N 4 Impact/5/16"clear 53 X 38 3/8 SH BED 1 14-0822.11 NA NA -63.1/+47.1 124.1/100 N 5 Impact 5/16 clear 38 X 51.5 CASEMENT BED 1 14-0506.01 NA NA -51.1/+47.1 64.8/64.8 N 6 Impact/5/16"clear 38X51.5 CASEMENT BED 2 14-0506.01 NA NA -63.1/+47.1 64.8/64.8 N 7 Impact 5/16 clear 38 X 51.5 SH BED 2 14-0822.11 NA NA -51..1/+47.1 168.3/100.0 N 8 Impact/5/16"clear 19.5 X38.5 SH BATH 1 14-0822.11 NA NA -63.1/+47.1 210.0/100.0 N 9 Impact/9/16"clear 37 X 80 FRENCH DOOR FAMILY 13-0226.06 NA NA -63.1/+47.1 77.6/77.6 N 10 Impact 5/16 clear 53 X 38 3/8 SH FAMILY 14-0822.11 NA NA -63.1/+47.1 124.1/100 N 11 Impact 5/16 clear 26 X 38.5 SH BATH 14-0822.11 NA NA -63.1/+47.1 210.0/100.0 N 12 Impact/9 16"clear 72 X 96 FRENCH DOOR DINING 13-0226.06 NA NA -63.1/+47.1 80.0/80.0 N 13 Impact 5/16 clear 37X 38 1/4 SH KITCHEN 14-0822.11 NA NA -63.1/+47.1 197.2/100.0 N 14 Impact/9/16"clear 37 X 80 FRENCH DOOR DEN 13-0226.06 NA NA -63.1/+47.1 77.6/77.6 N N N N N N N N •• ••• • • • • • •• • • •• • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • •••• • ••• • • • • • • • • • • • • •• • • •• • • •• • •• •••• • • ••• • ••• • •• • 000 • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 04/09/2012-4:43pm gabriels F:\01 Project Files\ 2010-MPS\400 Wind Charts\ Reference\00-MPS10-400 Series C&C(Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60'- DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=1.0 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean _ DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft) Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEPICT THE.'.WORST CASEPRESSURES.'WORST CASE'IS Height 10 15 20 25 30 35 40- 45, 50 Height 10 15 20F21., 30 35 40 45 50 DEFINED AS THE CRITICAL CONDITION OF ANYUNKNOWNVARIABLE AS DESCRIBED BELOW. J____ ___ _ _ - USE OF CRITICAL CONDITIONS.REQUIRED FOR USEWITH THESE TABLES. -51.1 -49.9 -49.0 -48.3 -4-7.7 47.3 -46.9 -46.5 -46.2 -63.1 -60.6 -58.8 -56A -55.4 -54.6 -53.9 -53.2 2. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +47 1 +45.9 +45.0 +44.3 +43.8 +43.3 +42.9 +42.5 +42.Z0-15 f +471 +45.9 +45.0 +43.8 +43.3 +42.9 +42.5 +42.2 3. TABLES VALID FOR ALL ROOF TYPES&SLOPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 101 SHALL BE.PERFORMED rBY-AN ENGINEER AS A SITE SPECIFIC CONDITION. -51.8 -50.6 -49.7 -49.0 -48.4 47.9 -47.5 -47,1 -46.8 ---5'4.0 -61.4 -59.7 -58.3 -57.1 -56.2 -55.3 -54.6 -54.0 4. IDENTIFY THE BUILDING MEAN(AVERAGE)ROOF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +47,8 +46.5 +45.6 +44.9 +44.4 +43"9: +43:5 +4351 ;42:8 16 ft +47.8 +46.545.6 +44,9 +44.4 +43.9 +43.5 +43.1 +42,8 CANNOT BE IDENTIFIED,USE THE PEAK ROOF HEIGHT. -52.5 -51.2 -50.3 -49.6 -49.0 48.5' -48.1' "-47.7 -47.4 - -64.8 -62.2 -60.4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT.TABLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTARYAREA.OFTFiE OPENING IN QUESTION(HEIGHT'"WIDTH)OR 17 ft +48.4 +47.1 +46.2 +45.5 +44,9 +44,4 +44.0 +43.6 -+43.3 17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +43.3 THE SPAN LENGTH(HEIGHT)MULTIPLIED 8Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -53.1 -51.8 -50.9 -50.2 -49.6 -49.1 -48.7 48.348.0- -65.6 -63.0 -61.1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 THAN ONE-THIRD THE SPAN.LENGTH(HEIGHTS/3) USE THE AREA BETWEEN STRUCTURAL 18 ft - 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +49.0 +47.7 +46.8 +46.0 +45.5 +45 0 >44 6 +44:2 +43.8 +49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44,2 +43.8 AREA OF AN OPENING CANNOT BE IDENTIFIED;THE:MOST CRITICAL(10 SQUARE FEET)SHALL -53.7 -52.4 -51.5 -50.8 -50.2 -49-7 49.3 -48.9 485:. -66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 BE USED.ALWAYS ROUND TRIBUTARY.AREA DOWN'TO THE LESSER TABLE VALUE.FOR LARGER 19 It +49.5 +482 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 19 ft +49.5 +482 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft -54.3 -53.0 -52.0 -51.3 -50.7 -50.2 -49.8 -49.4 -49.1 20 ft -67.0 -64.4 -62.5 -61.1 -59.9 -58.9 -58.0 -57.2 -56.6 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44,8 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -54.9 -53.5 -52.6 -51.9 -51.3 -50.7 -50.3 -49.9 -49.6 -67.7 -65.1 -63.2 -61.7 -60.5 -59.5- --58,6_ - T8 -57.1 MUNICIPALITY IN ACCORDANCE WITH CODE. Z1 ft +50.6 +49.2 +48.3 +47.6 +47.0 +46.5 +460 +45.6 +45.3 .! 21 ft +50.6 +49.2 +48.3 +47-6 +47.0 +46.5 +45.6 +45.3 -55.4 -54.1 -53.1 -52.4 -51.8 -51.2 -50.8 -50.4 -5 Y -68.4 -65.7 -63.8 62.3 -61.1 ,;6ffx'" 59.2 -58.4 -57.7 22 ft +51.1 +49.7 +48.8 +48.0 +47.4 +46.9 +465 +46.1 645.7 22 ft +51.1 +49.7 +48.8 +48,0 +47.W' +46.9- +46.5' 1+46.1 +45.7 GENERAL NOTES: -55.9 -54.6 -53.6 -52.9 -52.2 -51.7 -51.3 50.9 -50.5 -69.0 -66.3 -64.4 6A?f -61.7 -60.6 -59.7 -59.0 -5�.2 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +57.6 +50.2 +49.2 +48.5 +47,9 +47.4 +46.96.5 +46.2 23 ft +51.6 +50.2 +49.2 +48.5 "+47.9 +47A +46.9 +46.5 +46.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -511,4/ -51.3 -51.0 -69.7 -66.9 •65.0 -63.5- ,52 2 -61,2; -603 "59:5 -58.8 -CRITERIA AS OUTLINED HEREIN. 24 ft 24 ft DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +52.0 +50.6 +49.7 +48.9 +48.3 +47.8 +147.3 +46.9 +46.6 +52.0 +50:61 +49.7 +48.9 +48.3 +47'.8- -47,3 +46.9 +46.6 LAPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -56.9 -55.5 -54.6 -53.8 -53.2 -52. -52.2 -51.8 -51.4 -70.3 ,-67.5 -65.5 -640 -62.8 61.7= -60.8 0 59.3 CUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 It 25 ft - NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE +52.5 +51.1 +50.1 +49.3 +48.7 +48/2 +47.7 +47.3 +47.0 +5Zy +51.1 +50.1 +49.3 +48.7 +48 2, +47.7 -1"473 +47. WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -57.4 -56.0 -55.0 -54.2 -53.6 -53-3" -52.6 -52.2 -51.9 -70-8 -68.0 -66.1 64.5 153,3 62??-6Y 3 `°50.5 9.8 LOCAL BUILDS ARTM ENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +52.9 +51.5 +50.5 +49,8 +49.1 +48.6 +48.1 +47.7 +47.4 26 ft I 2.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 + , +47.4 WALLS AND VERTICA SURFACES ONLY. 3. THE -CHARTS A NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY -57.8 -56.4 -55.4 -54.7 -54.0 -53.5 -53.0 -52.6 -52.3 - 1.4 -68.6 -66.6 -65.1 -63.8 -62.7 -61.$. -61.0 -60.2 VALLD HEN SIGNED& AISED SEALED BY FRANK L.BENNARDO,P.E. 27 ft +53.3 +51.9 +509 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 27 ft + .3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 4 HIS SPECIFICATIO IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.4 =53:0 -52-7 -72. -69.1 „-67.1" -65.6 -64.3 -6 -62.3 -61,4 -60.7 U!6E OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTED HEREIN SHALL REDICTATED-AND VERIFIED BY THE GOVERNING 28 ft +53.7 +52.3 +51.3 +50.5 +49.9 +49.4 +48 9 +48.5 +48.1 28 ft +53.7 +52.3 +51.3 +50.5 +49.9 X49.4 +48.9 +48.5 +48. BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF TABLE -58.7 -57.3 -56.3 -55.5 -54.9 54,3 -53.8 -53.4 -53.1 -72.5 -69.6 -67.6 -66.0 - .8 -63.7 -62.7 -61.9 ;81..2 VALUE USE IS OFFERE HEREIN. 29 ft +54.1 +52.7 +51.7 +50.9 +50.3 +49,7 +493 +48.8 +48.5 "29 It +54.1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 +48.8 +48.5 5. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REF RTO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER -59.1 -57.7 -56.7 -55.9 -55.2 54J7--5422 -53.8 =53.4 -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.2 -62.3 -61.6 APPROVALS FOR DESIGN S,INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE 30 ft +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49:6 +49.2 +48.8 30 ft +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +4J,b 149.2 +48.8 VALUES WHICH IS TO BE VERIFIED BY i OTHERS IN ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL LOCALIMPACTPROTECTION SYSTEM ORDINANCES. -60.0 -58.5 -57.5 -56.7 -56.0 -55:5 -55.0 54.5 54.2" "" -74.0 -71.1 -69.0 -67.4 -66.1 -65.0 -64.0 -63.2- -62.4 7. NO C TIFICATION"IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 32 ft +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +49:9- -+49.5 32 It +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 S�'-C PT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR -61.1 -59.6 -58.6 -57.7 -57.1 -56.5 -56.0 55.6 -55.2 -75.4 -72.4 -70.3 -68.7 -67.4 -66.2 -65.3 -64.4 -63.6 AFFIRMATIONS ARE INTENDED 35 ft �'1+56.3 +54.8 +53.8 +53.0 +52.3 +51 7 +51.2 +50.8 +504 35 ft +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 a=10%OF LEAST HORIZO.NTLDIMENSION OR 40%OF MRH, PEAK ROOF y. WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL `HEIGHT 40 ft -62.8 -61.3 -60.2 -59.4 -58.7 581 5?6 �57.n 56.8 40 It -77.6 -74.5 -72.3 -70.7 -69.3 -68.1 -67.1 -66.2 -65.4 DIMENSION OR 3F1(lm).USE ZONE S IF AT-ALLIN QUES®REQUIRED , +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 -+51,9 +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFrMEAN / ROOF 64.4 -62.8 -61.7 -60.9 -60.2 -59.6 -59.1 -58.6 -58;• -79.5 -76.4 -74.2 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 E HEIGHT 45 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 45 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 a aF -65.9 -64.3 -63.1 -62.2 -61.5 -60.9 -60.4 -59.9 -59.5 -81.3 -78.1 -75.8 -74.1 -72.6 -71.4 -70.4 -69.4 -68.6 •• •• • • • T O Soft 50 ft • • • • • • 5+60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54,4 • O • •• • • •55ft -67.2 -65.6 -64.4 -63.5 -62.8 -62.1 -61.6 -61.1 -60.7 55ft -82.9 -79.7 -77.4 -75.6 -74.1 -72.9 -71.8 -70.8 -70.0 I • 4a61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +559 +55.5 •• ••• • •-684 -66.8 -65.6 -64.7 -63.9 -63.3 -62.7 -62.3 -61.8 -84.5 -81.1 -78.8 -770 -75.5 -74.2 -73.1 -72.1 -71.3 ELEVATION60ft +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 60ft +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 WALL ZONE FIGURES ISOMETRIC _ _�1____ • ••• • • cc y_ ;k T D n O REMARKS DRN WCHKD DATE 2 010 FLORIDA BUILDING CODE UNGNERRIG ` Gf D b O A INIT ISSUE GSS TSB 03/05412 • oz %! mo 0 _ -GSS TSB 04/09/12 _ •EXPRESS© • �� m � - ASCE 7-10, CHAPTER 30 • •-.T• .... m G, REV-ADJUSTED HEIGHTS CD Ln z (n ➢ _ _ 160 SW 12th AVENUE, #106 �bJ; �w -- R DESIGN LOADS FOR COMPONENTS &CLADDING z T ? I-' MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m \ z -i in O CO THIS DOCUMEN-IS THE PROPERTY OF FRANK L.BENNARDO, • �- A z `(9,54)35�' 0¢60• F4�'X954)3540443 z o N o RE AND SHAL'_NOT 8E REP.400JCED IN WHOLE OR PART • i n• • c� O O Z 'NITHOUT'NRITTEN CONSENT OF FRANK L.BENNARDO,P.E. W W:V.VV EX P.iO M m O Ao "ALTERATIONS,ADDITIONS.HIGHLIGHTING,ORCTHER ASCE 7 - 10 • • • 4 • • • O - • •• •�R70F•UTH•©823.14•• •• r- „ ` m Ul T MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND ••• • • • ••• • • < IBJ F-� '�-'�' INb'A_IDATE OUR CERTIFICATION. � -- f MIAMIDDADE MIAlii-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) v.-ww.niiamldn_ leeonnmv . 0000 0000.. CGI Windows&Doors,Inc. . 10100 N.W.25'h Street 000• • •6 0 0000..0 .. .. . Miami,Fl.33172 • 0000.. COPE: 0000 •. .0600. This NOA is being issued under the applicable rules and regulations governing the use of cot truation m*eNV.The ..... documentation submitted has been reviewed and accepted by Miami-Dade County RER-Prci".Gontrol"!Qn to 1r.:.. used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiot0a fAHJ). 0 0•• : 6806:9 This NOA shalt not be valid after the expiration date stated below. The Miami-Dade Cou>?t ?gduct Control Section e (In Miami Dade Count),)and/or the AHJ(in areas other than Miami Dade County)reserve the riglft to h4p�W%produet•••• or material tested for quality assurance purposes.If this product or material fails to perforin hit hg.accepfed manner,tf t..0 manufacturer will incur the expense of such testing and the AHJ may immediately revolve, inodily,or sdV1114 the ule of such product or material within their jurisdiction. RER reserves the right to revoke this accepCanceo if it is determined by Miatn i-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 tlue 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",sheets 1 thou 11 of 11,inclusive sheet 9.1,prepared by AI-Farooq Corporation.,dated 01-03-13 and last revised on RM 31,2013, Signed and seated by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors hi sheet 1,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware in sheet 9. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 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. s NOA No.13.0226.06 MIAMI DADS COUNTY Expiration Date: August 08,2018 Approval Date: August 08,2013 Pago 1 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 Dogrs ,sheets 14fu 11'•of 1 i of ;103 •• 11,inclusive sheet 9.I,prepared by Al-Farooq Corporation.,dated 01-6 gnd last IgYi*sed on • J JL 31,2013,signed and sealed by Javad Ahmad,P.E. 0000.. B. TESTS •••••• 0000 .. • 1. Test reports on:reP Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FSQ-TAoS 202-94�.. 00:00' 3)Water Resistance Test,per FBC,TAS 202-94(+54.0 PSV,sill�I orrly) .... •• 000.. ct Test FBC . . 4)Large Missile Irapa per ,TAS 201-9400 Pressure Loading r FBC TAS 20 -94 • ••• • 5)Cyclic Wind Pr g pe � • 6)Forced Entry Test,per FBC 24113.2.1,TAS 207-98' : 0 000 0 0 Along with manufacturer's parts and section drawing marked-up drawings ofaluniiUml cut w/ sidelites,by American test Lab of South Florida,Inc,,Test Report No.ATLSF-1218.01-12 dated 02/11/2013, signed and sealed 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-%v/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass 0 Interlayer",expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc.for "Saflex clear&color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc.for "Saflex CP-Saflex&Saflex HP composite interlayer w/PET core", expiring on 12/11/18. 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. a of the above referenced test reports. 2. Lab compliance and addendum letters,asp rt P G. OTHER 1. Test proposal# 12-0553, dated 04/25/1.2 approved by RER. shag L Chanda,P.E. Product Control Examiner NOA No 13-0226.06 Expiration Date:August 08,2018 Approval Date: August 08,2013 E-1 . . ... . . . ••. • . . . . • . . . • • • •�_1J� • ••� • • : ••• '` DOOR,f FRAME MOTH HEAD ANCHORS AT 3TILE ENDS • QUANTITY CHART • � W111#1. • ••2 ANCHORS�1•� ••• SEE CHART FOR QUANTITY ANCHOR TYPE g•w, 3• TYPE A, !T�R C' 0, SILL 3° B° 3° gtpAi 'A' 'B' 'C' HEAD/Sill AT SDLE ENDS CORNERS 1/4' 4 4 4 F �I A CORNERS A 1 a/9° s e 9 �$ •• s •1 I •• ••• t/Y 9 9 O • • c • • •II • • • • • i I Q -- AL/ --T/- I Zf LDCK OPTIONS SEE SHEET 9 _,#_-_ � I � Approredabto•p(Tteg7dNfta< � o O IT �%• I ii m Dn ok a 1 I I SERIES 100 SENTINEL At U INU OUTMNG DOOR W/ SIDELITES TA ACTIVE ' - 3 y� N�m ACTIVE APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS 8 M i - WITH OR WITHOUT SIDELITES. Z z SIDE LITS CAN BE ON ONE OR BOTH SIDES OF DOOR. s � ^ t$f + SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS OESIGN LOAD CAPACITIES. - a 23 1/2• 1. 23 1/Y 23 1/2° SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. D.I..OPo. 2 ANCHORS D•L• D.L.OPO' SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U- TYPE'e' 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR. SIDEUTE OR MULLION CAPACITY AT STILE ENDS: TYPE'B' FALSE MUNTWS CHARTS WILL APPLY TO ENTIRE SYSTEM. ' AT STILE ENDS MAY BE USED TYPICAL ELEVATION AICAELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE xx ) REQUIREMENTS OF THE C,RRENT FLOW BUILONG CODE DaWING HIGH VELOCITY HURRICANE DOOR OPTIONS 1BY OR 25Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO 4 TRANSFER LOADS TO THE STRUCTURE. _ DOORS LOAD CAPACITY-PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS SINGLE DOORS(X) DOUDLE(Mo EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALT.DRESSING OR STUCCO. DOOR DIMS. LAM.or INSUL-LAM. DOOR DIMIL LAM.or INSUL-TAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. FRAME LEAF FRAME Exr(+) 1Nr.(-> vA�Dii m�DTt+ FRAMEHEIWIT EXT.{+) INr.(-) Q WIDTH MOTH HEIGHT A LOAD OURATIOA!INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. .E o 17-1/4° 35" 99° 80 80 7Y 35' 98° Bfl 80 NOTE. CONTACT WITH OTHER BUT NOT LIMITED E ST EE METAi SCREWS,THAT CONE INTO s CONTACT WITH OTHER DISS00LAR MATERVilI§HALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG.CODE SECTION 2003.8.4. En2r.MAW NOTE: CiVp. Q FLUSH BOLTS AND LOCKS MUST BE f A 79502 0 ENGAGED TO HEAD AND SILL DURING DOOR 0.1.0. DIMS. PERIODS OF HURRICANE WARNING. DLO. HEIGHT - FRAME HEIGHT - 12.875'D.1-0. WIDTH X y, NOTE: D.1-0. WIDTH(XX DOORS)) _ (FRAME E WIDTH WIDTH -- 25)/2 /uL 3 1 L GLASS CAPACITIES ON THIS SHEET ARE drmving no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DOORS/SIDELOES ARE RATED FOR TARGE AND SMALL MISSILE IMPACT- DECLARATORY STATEMENT DCAOS-DEC-219 SHUTTERS ARE N07 REQUIRED. 9h9et 1 ottt .. .. . . . .. .. . 37-1/4• ••• 79' :06 ••• ••• ••• HEAD ANCHORS AT STILE ENDS Z DOOR FRAME WOM DOOR FRAME WIDTH QUANTITY CHART C 7d 2 ANCHORS i g•MAIL TYPE'A','D'OR'C' M 3' 6• 3• SEE CHART FOR QUANTITY ANCHOR TYPE u� 3• fiEkD/Sft.L AT ST ENDS ENDS H • • •• ••• ••CORNERS AD• •C' CORNERS A _ A • _ • • • • • 1/a• a a a O i 1 1 • • • • :• •• 3/S' s 9 8 Ito • • • • • • +/r s s — 1 LMX OPTIONS SEE SHEET 9 _�YL ,• N C ____ ____ ; '• $ ` __-_ - N FOR SPACING THAT EXCEEDS 21• W o 11 Q W O 11 ADD AN ADDITIONAL ANCHOR 11 1 ��• I 11 HHGt1.F9NOES ON DOORS OVER 1-- it II I j l 11 N O q I Q y ACTIVE 1 ACTIVETHEZ� I � La O _ O_ 23 1/2• 23 1/2• 23 1/2• wla Ag D.L OPG. 2 ANCHORS O.L.OPG. O.L.OPG. A pirand asc IA&ZDN TYPE,W 4 ANCHORS SURFACE APPLIED FU AT STILE ENDS TYPE'B' FALSE MUNTINS _ AT STILE ENDS MAY BE USED N pA c TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR BY I^ 4�� ° ( X ) ( XX ) NOTE: SEE SHEET 1 FOR DOOR CAPACMES W° �ga i n_ E'fW.JAVAD CIVIL B MM g FIX PC CA0592 ° 33 �' 9L 2013 droving oa. W13-01 "°. shoot 2 or 17 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • •• • ••4F MAK • •• 4 u .. $ .. s . • •• . . . 0.. 37 I/8' 3616 • 4'. SIDEUTEtlWIDTK SEE CHART FOR QUANTITY SIDELITE WIDTH SUfiai(E MTDIi • • • DOOR FQN6E YADTIi • • @ • ••• • 000 • HEAD ANCHOR$ C 3' 8' 3' AT$TILS&MU 14ON ENDS t�++ 8'MAX 8'MAX. QUANTITY CHART P' i CGRP F CORNER F A -- �y^- ANCHOR TYPE 9 1 Cj • • ` 1 SHIM IN •8• 'C' $ 1/4' 4 4 4 • i It • 3/8' 8 6 g ••• i •• i/ � li ti •IyI • li 1!a• s s - ((y�� .moi It ti 0 H H H J !/� ; it J 3i ! { abs LOCK QP DNS i -;YcQ ,/ FASTENED SAME LOCATIONS j 8 SHEETTANCHORS SHOWN ON _ N 'Pm C I II II 'V N ACTNE I I_ WAf:f14E - tl 3M c I I No .1 o o g�- 31 231/2 231/2' 31 1/8' m $ U O.L.OPO. D.L.OPO. ED DESIGN LOAD CAPACITY-PSF 4 ANCHORS FFA SA MUNTINS SIDEUTE S�E STATIONARY PANEL(D) TYPICAL ELEVATION TYPICAL ELEVATION ATS ANDENDMAY BE USED WIDTH HDOFQ (SEE t0)(E BELOW) INCHES INCHES EXT.(+) wt(-) o ) ( oxxo ) plot,ttomptrlegett�Ic4 24 SILO 800 SIDELITE OPTIONS @eMl °0gg 30 amo 80.0 aetCoatrol gS 33 84 80.0 60.0 / Ii 38 80.0 80.0 37-1/8 77.6 77.8 1 LLL 38 73.8 73.8 ° 42 OILS 68.6 SIbELITE D.L.O. DIMS. 24 80.0 80.0 D.L.Q. HEIGHT - FRAME HEIGHT - 12.875' D.L.O.WIDTH - SIDELITE WIDTH - 6'STAND ALONE SIDELITE ONLY ° 30 80.0 80.0 D.L.O. WIDTH - SIDELITE MOTH - 4.875 SIDELITE TO DOOR ONLY 33 80.0 80.0 q 38 8oA 80.0 Eng°JAVAD AHMAD 37-1/8 77.6 77.6 FLA,PESO73 39 73.8 .8 g 24 Bo.O 80.0 CAN. D & a 30 SILO BOA 33 98 Bo.O soo J U 2013 $rowing no. 36 50.0 80.0 Villa-01 37-1/8 77.6 n.s shael 3 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ••• DTa4ION LOAD CAPACITY-PSF DOOR • •• • D •• • ••EOOR DOOR tom. O0 c3 DOOR SIDWE FRAME SIDEM • • SIDEI E• •IAA[ .SIO lRL•• • FRAME SIDELITE FRAME p•1� SMELITE LEAF FRAME BIDSIdTS TO DOOR AlULLION WROTH ` WIOit� • • � • DT • W TH S` l WHDTH!�Y WIDTH �C9 WIDTH YAM HEIGHT (�HOM BELC9) • • 3 INCHES INCHES INCHES ExT.(f) INT.(-) / /^ ` • / \ 01 24 80.0 80.0 C / R H / H 30 80.0 80.0 33 39 84 808 80.0g /j j •• • %• ,�•• • /% % Owl' 8 36 60.0 Bob • • • • • • 37-1/6 77.6 778 \\J •• •••d • •• •• \\J // a C a a 39 73.8 738 • • • • • • • P 42 Be.e 65.6 \\ •• • • V ••• •• \\ // poo � 24 808 80.0 0 IL q Q 30 80.0 80.0 '_�oxo)•_• xox)�_• 0 4 W m 33 35 90 eao —8" NO o 36 80.0 no LL Z 37-1/6 77.6 77.6 SIDELITE DOOR FRAME SIDELITE DOOR FRAME SMELITE 39 738 738 WIDTH WROTH WIDTH41 WIDTH WIDTH 24 80,0 80.0 - - _ 30 80.0 no 33 38 98 80.0 At, \\ H 37-�1/8 7778 778 p / p\ p\ p ENO AMULUON NCHORS) '( 1\'-END {OXX0 XXO) `_• M HU O SEE SHEET 3 SEE SHEET Iz z w nmcd85cow1161U az to d. M 0 N A. LEAF WIDTH ►FsdRet fill,SIDELITE WIDTH I DOM FRAME MOTH Dy {„ U" SIDELITE TO DOOR NOTE: c m INSTRUCTIONS: GLASS CAPACITIES ON THIS SHEET ARE USE CHARTS AS FOLLOWA BASED ON ASTM E1300-04 (3 SEC. GUSTS) ° SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM AND FLORIDA BUILDING COMMISSION 1 TABLES ON SHEET 1. DECLARATORY STATEMENT DCA05-DEC-219 n ° 2. SELECT LOWER OF SIDELITE TO DOOR MULLION . _ CAPACITY FROM TABLE ABDVE. dAVA6 3. LOWER VALUES FROM STEPS I OR 2 WILL APPLY F 7os9R TO ENTIRE SYSTEM. saw k It1L' Pr2013 aroWing no. W13-01 sheet 4 of 11 . . ... . . . ... . . . . . . . . . . • • • • s • • • • • z i 0 1 Q�QQ O 3/18"TEMPERED GLASS 3/8'AOR SPACE + 3/18'ANN.GLASS - 07S 3/IB'NEAT STREN'D GLASS 3/18'ANNEALED GLASS A90 SAFLEK PVB B1''EASTMAN CHEMICAL CO! .080 SAFLQC PVB BY'EASTMAN CfA9CAL CO.' A90 SAFLEK PVB BY'EASTMAN CHEMICAL CO.' iNTERLAYEI A7S S4flEX CP BY'EASTMAN CHEMICAL CO.' INTERIAYERS•-I-A7S SA£LEX CP BY'EASTMAN diEMMAL CO.' INTERLAYERS SAFLEX CP BY'EASTMAN CHEMICAL.CO. r$ L 090 SENTRYGLAS BY'OUPONT' LL�0 SENTRYOVS BY'DUPONT' ,080 SENTRYGLAS 8Y%UPONT' 0 3/18'ANN.CLASS 3/10"HEAT STREN'D GLASS 3/18'HEAT STREN'D CLASS 0 t�N SILICONE SILICONE SRICONE DOW 095 DOW COMNG 995 DOW CORNIKG 995 DOW CORNIKG 899 DOW CORNING 899 OOW CORNING 899 (A N n GE-1200 CE-1200 GE-1200 0 M�, \ $ m 0 3 zZG�" ' AIR SPACE GONSLaTiNC-_OF: STAT.ST EEOF THE LA METAL SPACER RO ND THELM i 7/18" LAM. GLASS 7/18" LAM. GLASSA rovedsammp{yfegeiwro+ 1" OVERALL INSUL. LAM. GLASS e3 u� GLAZING OPTIONS Q n_ Ers9rs X=Aw— CML 'p CAN. " } JUL3 2013 droWiDg no. � W13-01 Ii11881. or r r '�. . • .•• . . . ... • . • • • • . . • • . . .•. . . • . ... 28Y 11000� /p TYPICAL ANCHORS 18)bWI*D W. •' OR•• • ' Fye 'tl� 2 U 2 EDGE DIST. SEE ELEVATIONS DIST. SErs NOV SWV t • • WOODDSIRUOIIIIK METAL FOR SPACING '•:;; a• • • • • • SEE IOU SHmd .. e. ION •:fid. ' • • • *EDGE • • EDGE O{ST. STRU nm 3c•.6i:ONC(tET',` _4 • ';.,"...:.i • • • I • • • I O '1- • O • • • • • s a �t 1 II 11" .. . . . .. . arp 6 1 I i IQ \ • • • • • • • 8 h O I I I at G • • • • ••• •• MCAL ANCHORS V + TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS 0' Su Ed � SEE SEE ELEVATIONS FOR SPACING 0 Q Q l®J 1J FOR SPACING NS FOR SPACING 0 cy p O -—=---==------ - �j qua+ MU :DADS COIg•1TY APPROVED I C yj S i i l j SERE PARA EON i i I`----- WOOD SUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS --------I ------- --- MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 2S AND TRANSFER THEM TO THE BUILDING STRUCTURE. a TYPICAL ANCHORS: SEE ELEV.FOR SPACNc TYPICAL aNCdIDRs � �► SEE ELEVATIONS TYPE 'A'- ,1/4° DIA, ULTRACON BY 'ELCO' (Fu=177 KSI.Fyelss tO:l) O .I; FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2° MIN. PENETRATION INTO WOOD (HEAD/JAMBS) O THRU 18Y BUCKS INTO CONC. OR MASONRY p7. 1-3/4° MIN. EMBED INTO CONCRETE (HEAD/SILL) p N M o 1-1/4° MIN, EMBED INTO CONC. OR MASONRY (JAMBS) Z z rj y1 TYPE 'B'- 1/4° DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI 13 DIRECTLY INTO CONC. OR MASONRY $3 1-3/4° MIN. EMBED INTO CONCRETE (HEAD/SILL) U o f 1-i/4° MIN. EMBED INTO CONC. OR MASONRY(JAMBS) i 26 TYPE 'C'- 014 ST/ST SMS OR SELF DRILLING SCREWS (Fu=1GO K9,Fy 05 KSI) INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8- INTO METAL STRUCTURES (HEAD/SILL/JAMBS) AppmvcdmcomplyingwHhtM $ STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ii7�atl'diI ALUMINUM : 1/8°THK MIN. (6063-T5 MIN.) p 1 _ � g i i I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i i I TYPICAL EDGE DISTANCE iffy I f " +- I INTO CONCRETE AND MASONRY = 2-1/2° MIN I INTO WOOD STRUCTURE = 1°MIN. ®6 pnm IINTO METAL STRUCTURE = 3/4' MIN.21 CONCRETE AT HEAD,SILL OR JAMBS fo = 3000 PSI MIN.C-80 HOU.OW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. E„y,; IAyAOAIWAOCIVIL 0592 A..PE 11 7e CDN .I .v.>. SEALANTS: y CAm. a ' :^'• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 8jj •< ° TYPICAL ANCHORS GE SCS2000 SILICONE SEALANT. a' 93 EDGE DIST. SEE ELEVATIONS drawing no. FOR SPACING DOOR DETAILS W13-01 sfiaet 8 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... .. ... Vo �6J . . .. . . •• • . •• R6 1/2'MAx. . . . . . • ale'mux. p • • • • • • • • • z i SHIM © SHRA • ••• • ••• • O18f WOOD SUCK -� a .r SEE NOTE SHEET 1 LLrgLL $ ACTIVE LEAF i CCC��t at • • • z$ TYPICAL ANCHORB 0 • • •• • SEE ELEV. ,�r •• • • v FOR SPACING t.•• • • • • • • • • • • • ••• •• i�r32 g -at ae D.L.M. cell EXTERIOR Approradv>fcomplpIsawathe STRUCTURE LEAF WIDTH STPOW H DEAL CKBOLT i�NrldaBul�dt Code` SEE SHEET 8 DOOR FRAME WIDTH M BY '1 t/a'MAIL SHIM N i/g}Uy ,.• POINT OR NXD BUCK BOLT© W0OID STRUCTURESEE SHEET p N M S 3 CONCRETE. FLUSH BOLT SEE NOTE SHEET 1 Z Z OR' T MASONRY. ACTIVE LEAF INACTM LEAF1*0 '�+0_of 18 TYPICAL ANCHORS ab ELEV.FORmw Id I : HORS g ,•::::;:.';: T O.L OFKi. T SEE FOR SPACING 18 bL OPG. EXTERIOR LEW WIDTH LEAF WIDTH DOOR FRAME"M , a Eml.JAYAO AHOVO . CIVIL t FU.PSE I�T 2 ^o n JU 13 drawing no. Ll W13-01 DOOR DETAILS sheet 7 of�7 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... TYPICAL ANCHORS • • • • • • •• • SEE ELEVATIONS • • •• • • •• • • •• pv o FOR SPACING • • • • • • • • QY M EDGE DIST._ • • • • • • • • • • • • ••• • ••• • '. :.: : : : : :. •. d Ta 3 �3� 0 1 28 1 SHlh( •, O O BATING JAMB FASTENERSm g 2 FOR LOCATIONS n t ' CO CRETE•. 17 t8 SEE DOOR JAMB SPACING • ON SHEETS 1 &2 O MASONRY . Q� 0 !Q ___ __ yQ 3 M n z •w_.i �O .i EXTERIOR . ••:.;;•,:.,. 4 28 O.L.OPG. LEAF WIDTH A � SIMEUTE WIDTH DOOR FRAME WIDTH i 72"MAX, SINGLE (XX) i FRAME WROTH o gg TMCAL ANCHORS Ttdm cm with Tho �6 SEE ELEV. FOR SPACING LAPPLY SEAIANT 3 BEFORE MATING L6 NOTE: LIMB SHIM TO METAL STRUCTURE AT JAMBS TO 3/$' o t2 0 EngnJAYIV AHNAD FIA PE 1 a CAN.34311 $ •:•• �COyCRETE: I v /.aq a- .. b ., 3 U�JI droving no. IP_ EDGE DIST. �� W13-01 FOR SPACING SIDELITE DETAILS sheat $of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... BILL OF MATERIALS EXTRUSIONS MISCELLAUMJS'.' ;.. 'f' .;. ••• z IIEN 1 PART rA DESOWTIM MATERIAL XAIAO'. REMARKS j239 (SDE PAW Ra DESMKIM 1Vs7ERW. N w. MIND; I m-169 rw SAB Na SAL 6063-T6 CGI DMOM M - 7 2 c61-190 FRAME Me W63-T6 CGI EXTROIER R6 32084 ma mm SAM FaylNOW m 3 m-196 SIDCLITE HEAD ARD SILL 6063-76 CGI EXTRUDER MS 67 V!A P vn U IPAFAS OR EDUIV 4 Cat-197 FREE STANDING SIOELITE JAYS W .T6 CGI E%TBUDEB NB V333&" 4�0 5001 (VOILE A(WWPD%• . VGOL VI FIN 1LTRUAB DR MDV a u 3 cGT-196 NATM SM17E JATU 6963-76 CGI EXTRUDER R9 CN-108-8 t4 X � • • • �� 6G1-vam � V 6 cGl-l93 PAM TOP AND MT=RAA 6963-T6 CGI EXTRUDER MID Atf8004= GHDM(4 VM 41) MASS wm V� vii P14CW-191 PANEL VERTRAL SME 6063-T6 CGI EXTRUDER X11 A8800-US3 Nit>GE(4 V2'%4) 5/S HAGER - /2 a M cH-199 SHEAR BLOCK 6063-T6 cm EXTRUDER N4 EW-382V 0.A21AG BEAD 61LB Cl2-E91 FRA IE WAD AND SAL CBEV cam 696}79 CGI EXTRUDER 117 3/B'-1b FILLY THREALCO R00-SECURED YI1H 3A3•fLX AVT 71H�PLAT® o UI a CGI-192 FRK WAD AND SIL 9.At M SM MM 6063-TS OW MUM' CG[-la 71W LASS GLAM BEAD 6063-T5 m EVRULER CFd-123 r GLASS QAM BEAD 6963-TS CGI EXTRUDER NOTE: ITEM NUMBERS 8. 10 & 11 ARE NOT USEWT-290 SEAQ BLOCK PLATE 6063-T6 CD EXTRUDER 16 cm-t" ASTRAGAL 606? -TS CGI EXTRUDER 17 CGI-508 SCREV MM 6063-TS cm we= LOCKING HARDWARE PART Ra 11ESCRIPTM MUYM& RAW. REX4RXS a CGI-45M 3 PON=ASSD&T(ACTIVE LM cm-mm USED By ALL OPTIULC 25it cm-w r imaLT ASSMY Wipm E Lm CGI-MSTDR USED By ALL OPT= 0 r, [B�TB%11 3453 PASS ACTIVE LEVER WWE LEAH BALMN p 5435 FD DONT LEVER(=TIVE LEAF) RALUM wrmwL 8231 DEADBIAT(ACTIVE LEAn BALDVIN HN$ mum 2 JD50 DEADB0.T UMME LEIS) DEXTER BY Sm �N»� .0 Tom ACTIVE LEVER wwE tEM DEXTER BY SM 0 r7 JW TaP603 URn'r LEVLR tRTACTIVE LEAF1 SEXIER Trr stN HX�TTHOUL in 2 wrm 3 DB2410 DEAW0.T RICTIVE LEM COPPER CREEK g p BLPt20 ACTIVE LEVER wivE LEAF) cwm GREEK Ow LEVER 0mcm LEM cwm am UPTIONALF. V F� SCREWS �naro.Ldwc�R, HER 1 PART 1• OERIPTDAI AERAYNS Dab IiWNRw1T64k4 c 0 1g 1 N% 31C 10 WEAO TENS-IRUM ATTAOM9 g 19 1 I X 1/2'PAN HEAD SLS-AVRAGN.ATTALIOERT 12'FM EROS - ad aw d- 5> 20 110%1 Vi'PN SRS-ASSUg1.T 3 PER CfIPLER g �c$ E"r JAMAD W •� cm FILA, ACAA ,PC 3638g2g �. N ng no.3-01 art t . . ... . . . ... . . ... . . . . ... . . .. . • •. . . .• • • •.• • •.• • C 9 n"nblr y Q Vraage Any. ° t5drope nmy. • • • . • • • • • Q g4a Rod sod 0 4�A � eon 1-- °9 ° Nar3/4'Pd 5445 o lip floTro uF Caarttdm O N LL don fHud Wked -.,` CyN.tl�/Dee�n't T / Oead6olt Asay js r I/Y PN US 0 tV M o / 2z rIJ � OpER � AtdvmW " mo TOP SECTO StOYM (BOTTOM ) Rushbolts(lnoctive Panel) N Top&Bottom P try o � O ni &W- %VW AUC 6 t g FIA PE CAN.M72 ro 3I JUL= 2013 drawing no. CGI alsraM W13-01 3—POINT LOCK sfiaet 9.1 a/11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... .. ... ... �La 1 �3.825 • • •• • • •• • • •• � o .125 � • • • • • • • • 3-. •p82 7.828 • • • • • • • • • • •750 • • ••• • ••• • 12 j 0 .080 F .too 1.587 4.495 y 5500 ••• . i ••• i•• i•• ••• 0 12FRAME • ••• • • • • •• • 0. COVER • • • • • •• • • OS c 4 QQ DOOR FRAME HEAD/SILL • • • • • • • • • •• • • • • • ••• •• 3,825 t.S87 d 2458 0 p 1.410 a 1.829 .082 Q 1.825 TOP & BOTTOM RAIL 730 SILL COVER &WO 6.438 .075 ,485 1.828]E=.r 1,440 � f it 17J d w Fin .075 1.b� 4.495 c 4 m to t.7S5 Q HINGE & LOCK STILE 3�M M O O M SIDELITE TOP & BOTTOM FRAME t7 SIDELITE JAMB COVER Z z rj" .328 .185 o_ .135 T- U .070 245 82S 1500 .185 O .805 +�P➢ �7wn11�(YlagwtlbfAc 1.080 1.822 .175 Fla IM1I is Aitaa Pmdnct t9 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE c B BY K<* avt� 1910 .875 3.�9 1.125 2.000 1.061 .995 .050 .120 ,256 .080 1.184 << 1a 4.600 4400 .07S 086 4.000 GLASS STOP (LAM. GLASS) Eagr 2.388 JaYAD g N7OlAO I .120 �C N8a11 .125 1.465 1.465 .995 • 1.225 576 u •,a . 1.184 drawing no. I Q Q W13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB I SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheat tpof . . ... . . . ... . . . . . . . . . . i . . ... . . . . ... . • • • •• • • • • Y FASTENERS • TO WSTALLEO • • • • ASSEMBLY FASTENERS 70 BE WSTALLEO • • / 000 • ••• RTO.WINING MOM / 'L P18012 TO JOININGMATWG JAMBS / • / / ' '� / • • •• • • / i QQ O w 0 0 000 13 1913 t� Ns all HOLE CAP ACCESS HOLE 2 MATING JAMB i S i O 17JV FASTENERS 9 SEE SHEET 8 i i uu a FOR DETAIL 2 i 0 In N 1 ZZ� DOOR FRAME TOP BOTTOM CORNER SIDELITE JAMB CORNER SIDELITE MATING JAMB CORNER +y o TOP & BOTTOM TOP & BOTTOM iS O S Y p�h Apppproved as compkytuybllntrt� �s0 i S' F7orMv IdlegCodcle f 3 ° !L j N ..�,.y� W7im 8 27 o c< n I W.OVAD ARM ,e CIVIL FLI "0592 S J� oil dtowim� no LEAF TOP & 130TTOM CORNER W13-01 sheet 11 of i t MIAMIE i4 IE IMIAMI-DARE COUNTY a PRODUCT CONTROL SECTION 11805 SSV 26 Street,Room 208 DEPART NT OF REGULATORS AND ECONOMICRESOURCES(RER) 8b 3 i5-2599 BOARD AND CODE ADMINISTRATION DIVISIONT(78b)3 I5-2590 i•t7 ) e. o /eeonom NOTICE OF ACCEPTANCE (NOA) ww4•ani rtciaciI CGI Windows&Doors 10100 NW 25`E Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction s been reviewed and accepted materials. The documentation submitted lis ted by Miami-Dade County RER - p 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 staffed 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. DESCRIPTION: Series 11360"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing Na.W05-04,titled Series"360"Alum Single Hung Wdw.(L.M.I.), sheets 1, 1A, 2, 2A, 3, 3A, d,4A and 5 through 10 of 10, dated 01/28/05, with revision E dated 08/06/14, prepared by Al-Faraoq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Mirtfi>lrDade County Product Control Revision stamp with the Notice of Acceptance number attl wi ation dtrte by the •••• • .. . .... o 0 Miami-Dade County Product Control Section. ...... .. . • ...... MISSILE IMPACT RATING:Large Missile Impact Resistant. ...:.. 0 0 . LABELING: Each unit shall bear a permanent label with the manufacturer's n4rtr8•et logo,-.eiityp.tate, • • model/series, and following statement: "Miami-Dade County Product Control Apprdl&r',unles't oft vises • noted herein. so 00 00 RENEWAL of this NOA shall be considered after a renewal application has been.f ir.�d.>and there 4as been •••••• no change in the applicable building code negatively affecting the performance of this p1!040t. ••••:• TERMINATION of this NOA will occur after the expiration date or if there has& n.a fevisio'h or change •. in the materials, use, and/or manufacture of the product or process. Misuse of this 116A as an erkOsInent 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,Hien 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 rhe job site at the request of the Building Official. This NOA revises and renews NOA##12-0221.14 and consists of this page I 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. r NOA No. 14-0822.11 MRAMI DAr.DE CouNTY 1 Expiration Date: May 05,2020 I 1 Approval Date: October I6,2014 t i Page I i� CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W05-04 titled Series"360"Alum Seigle Hung Wdw.(L.M.I.)",sheets 1, IA,2,2A,3, 3A,4,4A and 5 through 10 of 10, dated 01/28/05,with revision E dated 08/06114, 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)Small Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 7) Forced Entry Test,Type"A-A"vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 58844, AAMA 1302.544 and CAWM 301-04 along with marked-up drawings and installation diagram of aluminum single hung windows,prepared by Hurricane Test Laboratory,LLC,Test Report No. UTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08-07/22/08, signed and sealed by Vinu J.Abraham,P.E. """• . . .... ...... (Submitted fouler NOA No. 08-1208.06) • 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ...... •.,• ; ,,,,;, 2)Uniform Static Air Pressure Test,Loading parFAG TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-940•••. :00 •, • •• •`••• 4}Small Missile Impact Test per FBC,TAS 201'9 '�� • ••��•• 5) Cyclic Wind Pressure Loading per FBG,TA4 •• ; ••••• 6) Forced Entry Test, Type"A-A"vertical sliding window, Gwde 10, ,• per FBC 2411 3.2.1, TAS 202-94, per AST41 f ;88-0$..AAMA....:. 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of alummurn SiMd?nnrg' ' windows,prepared by Hurricane Test Laboratory,LLC,Test Report No. RTL-0080-0323-04, specimens I, 2, 3, 4, 5, 6, 7 and 9, dated 03/29/04-04/02/04, signed and sealed by Vinu J.Abraham, P.E. (Submitted under tVOA No. 05-0215.02) Manuel PeW P.E. Product Contr Exa lner NOA No. l - 822.11 Expiration Date: Mal,0S,2020 Approval Date: October 16,2014 >;-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no fmancial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahnrad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to EJ.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring ori 01/14/17. 2. Notice of Acceptance No. 144423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Cora"dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company (MA) for their"Saflex HP Clear or Color Glass Interlayers"dated 03/28/13,expiring on 04114/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5'Edition(2014),a4dbfoop financial interest,dated July 16,2014,issued by Al-liarooq Coreg aaign,sigu0� nd •••�:' sealed by Javad Alvnad,P.E. ...... •.. 0 • . ...... 2. Laboratory compliance letters for Test Report No. HTL-0080-04&08, specimens 1, •••• 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated.VMP.2/08, ;igriaq and• • sealed by Vinu J.Abraham P.E. •••• ••* 00000 0 00 00 (Submitted under NOA No. 08-1208.06) 00000 3. Laboratory compliance letters for Test Report No. HTL-0080,Q3�2.344, specimens 1,000,'0 2,3,4,5,6, 7 and 9,issued by Hurricane Test Laboratory,Inc.,dateSO4/040.4i f geed• •• • and sealed by Vinu J.Abraham,P.E. .. . • ... (Submitted turder NOA No. 05-0215,02) • G. OTHERS 1. Notice of Acceptance No. 12-0221.14, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window — L.M.I., approved on 05/03/12 and expiring on 05/05/15. Manuel e ,P.E. Product Cont I Ex icer NOA No. - 822.11 Expiratlon Date: May 45,2020 Approval Date: October i6,2014 E-2 . . •• •.• . . ••. .. .. . . .. .. . . . . . . . . . . . . . . ... . . . . . . ... . . . . ... General Window SectlO i •• • ••• •• ••• FRAME AND VENT DETAILS FOR GLASS TYPES 1 • • • • • • SEE SHEETS 3 & 4 FOR CAPACITIES. • • •• • • •• • • • 1/2"(typ. flange) 1 • • • • • f • • Z j Dpermwe smeh est..} F $ T •• • • • • g •'j j� •• Installation Screws •• ••ir 0 • • • • '`' (Refer to sheets 40 • ty�a) • 5, 6 & 7 for • p M O 18 16 • • • • rn spadng information) 8 Window Width g (1�YP 802 exterior 1 6" 6" JT Max. max a Ea l l F 3 16 O rn 2O 21 3 " Jg Daylight DOaPynght 3 8/16"H c bra) (trv) / P 9• o 4 srx SRrers 3 a 4 FOR MASS OMM Window Width window Width i. (opttmwl) Surface A(Opppppliied r 00 (1 Muntlnl s INSTRUCTIONS FORUSINGCAPACITY CHARTS: IJ rs STEP I DETERMINE THE REQUIRED DESIGN PRESSURES FOR = p F A GIVEN WINDOW OPENING. rn O� a STEP 2 DETERMINE THE CAPACnY OF THE WINDOW x I p, SIZE/CONFIGURATION/CUSS TYPE FROM CHARTS ON 3 'm QO •- :EINE ANO 4. •Q p n u7 O 2 i .� DETERMINE THE ANCHOR CAPACITY FROM SHEET 7 N rFOR OR c HO NRtli N APPLICABLE TO ANCHORS TYPE 1HL . � A,B OR C SHOWN ON SHEETS 5 AND S. �$N7 SIEP IF ALUMINUM BUCKS ARE USED,VERIFY THE BUCK Z iE J:� ' INSTALLATION CAPACITY FROM SHEET 9. o. B STEPFO CUPPED MULLED WINDOWS DETERMINE 5 MULLION//U.LUGN ANCHOR CAPACITY 4 TUBE I �n V O F . MULLION FROM CHARTS ON SHEETS_TE nP IF REQUIREMENTS FROM CHARTS ON SHEET to o 'o E .• (OaUonmt) 5 4 THE LOWEST SELECTED YA1.UE APPLY TO 7th INSTALLATION AND MUST EQUAL OR EXCEED THE REWIRED DESIGN 3 S (OpUonmh (Required) PRESSURES OBTAINED FROM STEP T. 6 e� Typicol Elevation R¢ $FRI88 1360' ATUM T W QINC-E 1 11NG WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H.OR SINGLE HUNG WITH OTHER ULAN-DADE COUNTY APPROVED WINDOWS USING MM-RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL m O 1 WILL APPLY TO ENTIRE SYSTEM. THESE WINDOWS ARE RATED FOR LARGE MSME fMPACL ^o S 5 6 SHURERS ARE NOT REQUIRED. c<m m n 2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 811 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY (OptlonmQ HURRICANE ZONE(HVHZ). 831 WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER tOptionm!) LOADS TO THE STRUCTURE. PRODUCT RBVlae1. gV0. t I 70M ANCHORS SHALL 8E AS LISTED.SPACED AS SHOWN ON DETAILS-ANCHORS CeO1Pl wtYr F7arl�. FTAq.aPNE.3 5 I EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCT'll!4.01822.11 tl ANCHORING OR WADNG CONORIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVA4 f/f A LOAD DURATION INCREASE IS USED N RS DESIGN OF ANCHORS INTO WOOD r drOWing na. Standard 12 Psf Sill Optional 15 PSF water Bar Adaptors nr 2x14 W�5-04 MATERIALS INCLUDING BUT NOT LIMBED ro��SCREWS.THAT ,�'. Can not be used with lock type © COME INTO CONTACT WITH OTHER O IM1 AR SHALL MEET THE REQUIREMENTS OF THE FLOPoDA W.06.Co. sheet 1 Of 1D . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FRAME AND VENT DETAILS FOR GLASS TYPES 3, 3A, 4 AND 4A. �V ••• ••• ••• i•• • i• SEE SHEETS 3A& 4A FOR CAPACITIES. • • •• • • •• .• OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE J • • • • • • GLASS TYPES, • • • • • • • • ' • • ••• • •.•,0 • O Z 17 16 12 5 F 41 .• •Opet6ble Sft ftfte • Installation Screws • • • • • • • :; (Refer to sheets a a o a • • • • • spocing information) Window Width g a <� s 5 , exterior mox max. 20 21 1 H (yv) (Hv) 3Daylight 3 x s Opening 0�•- � � N 0 0 4 sEE sxms xt&4A FOR Cuss Capras Window Width Surface Applied r MuntinLe (�tional Q 35 R S" �n IR Z 0 0 �eo YN �rj^m O N M 11 2 °' IRJHL a 3 o <b z z X Glazing at Insulated Laminated >3 1- >i r c mE r�c 4 00 (apwndl) 5 3 S Typical Elevation o R,.t (t7onoewQ \� FnRn�P1'RAl.O Mt0>H/CT RfiV,SfiD as FCPE AtL,j 70M ending domnp, wlWlkaFlmida A - BMme Pradnat trot.- drawing no. Standard 12 Psf Sill Optional 15 PSF Water Bar Adaptor W05-04 Can not be used with lock type © r '�2�14 • sheet to of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• 4wV • • • • • • • • a V iQ Bill of Materials ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER REMARKS $ 1 W23201 NG AS READ. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL SZ tY 2 CGI-612P AS READ. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK = O 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS READ. GLAZING GLASS VARIES 7;,.n vS� 5 N/A 1 COMPLETE SCREEN ALUM/MESH N n T, 1 O WOWS. 28" WIDE & SMALLER z 3 6 CGI-6150 1 OR 2 COMBINATION EGRESS LOCK AND UFT/PULL ZINC CUSTOM CASTING Z z ^ & 616C ATTACHED W/(2) �8 X 5/S" FH SMS 2 ® WDWS. OVER 28" WIDE � §o A30700 & OPTIONAL SWEEP LOCK & KEEPER (replaces 1 ® WDWS. 28"WIDE & SMALLER C9 S 7 C30705 1 OR 2 item 6) ATTACHED W/(4) #6 X 5/8" FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2 a WOWS OVER 28" WIDE V O 1 ® WDWS. 28" WIDE & SMALLER 8 18-11-XX-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 2 ® WOWS. OVER 28" WIDE 9 CGI-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING ME 10 VARIES 2 BALANCES (B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED c 1i CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB 12 CGI-618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS VISED 2 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT eRODOcfnBhhdto n wmplyMg�vhh the Flortde Bldmg Coda 15 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING Acce.PWceNo "c+s2z•!I 16 CGI-822N 2 BOTTOM GUIDE/CUP AT OPERABLE VENT NYLON CUSTOM CASTING III 2L1 o PER II a-S —621 Ne <m o o W 17 82 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL- BALANCE ATTACHES TO �I �P�ad��f 18 N/A 16 VENT ASSEMBLY SCREWS S/S VARIES X10 X 1 1/4" PH SMS (2 PER CORNER) 19 N/A 12 1FRAME ASSEMBLY SCREWS S/S VARIES #10 X 1 1/4" PH SMS (2 PER CORNER) 20 CGI-382V AS READ. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS f&PE UM92 21 VARIES AS READ. STUCTURAL SILICONE SILICONE 3 SILICONES GE-1200,CE-2000, do DOW 995 OCT QIP COMBINATION EGRESS W8 LOCK & LIFT/PULL ZINC CUSTOM CASTING 1 a WOWS. 28" WIDE & SMALLER � 22 CGI-632 1 OR 2 ATTACHED W/(2) #8 X 5/8" FH SMS (FOR USE WITH WATERBAR) 2 (e WOWS. OVER 28" WIDE drawing no. W05-04 23 - 2j LITE SETTING BLOCKS jEPDM - DUROMETER 85*8 SHORE A sheat 2 of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3.572 •• 3.597 • •• • ••• �V C ;1) •• • o• •• • • •• '� -� n • • • • {�-3.482 . .. : : . . •• 601-Frame Sot !-� J!m • • • C1 h 800-Emma Head • • • �+ 8083-76 6063-T8 s• •6083-T8• • •.• •• �a as -1.326 f-1.702 VENT SHAPES FOR GLASS TYPES 1 & 2 `� 1T1.520 L 080- T- 1 A .oao 818� M N R.71 1.701832 ^ 6063-TB 609-Glzg. Bead 604-Horiz. Rail 605-Fixed Intick 06-Movin Intick 607-Side Rail ce 00 8083-78 6063-T6 6083-Ts - � O o 2126 VENT SHAPES FOR GLASS TYPES 3 3A 4 & 4A 2 iv 1.32 1.326 Ph iEN . ,N:I .070 1.777 q� O 3 M 1.632 ,08 �a 7 2.07 2A40 .too 1 e"S. z ri( ass 636 1.sJa o J.J4 t 26 l .osa �� sf ff .sea.070 .aso-� 1.701 isse Glass zg. Baod 630-Gl yp Bsod 625-Horiz. Roil 626-Fixed Intick 627-Movi Intick 628-Side Roil 6063-TS 6063-Ts !3 8083-TB 6063--TB 6063-T8 For Glass Types 4& 4A for pose Typae 3&3A o g .135 325 1.094 om •�o �S J.1SS si yffi� .073 Elpr.JAVAHMO CAryD�. .PRODUCTREVISM SIA PE 70092 aeerumpl5ftwdh the Florlde p 1 1 oa2,, Ac"ptomMlQ-0822.11 a7s 1>��-{j 2014 1�, re�»rmle u, Asa r%i'_� � ; �Lllam Rodset �• drawing no. 611-Waterbor 631-Wotarbar U%� � f w�5—fl4' 8083 T$ 6083-75 ,� , sheat of 10 • • • • • • • • • • 1/8"Ann. Glass 1/8' HS Glass �U Ago•httwlayer 090•Interlayer • • • • • • •• • i DuPont tlyGtas DuPont SentryGias • • •• • • i• • • •• a By'EJ.DuPont De Nemours&Cc.,Ino.' By'EL DuPont De Nomoum&f*..•JMID • • • • • Z • • • • • • • • 9u lemental Test Results for: 075•Interlayer 075•Interlayer • • ••• • e•• O SaBex cP wlth PET care Sonax CP with PEr cora Air Infiltration - Water Leakage Resistance - Forced Entry F By'Eastman Chemical CO.' By'Eostman Chemical Ca.' a, 100•IrAw er 100'Intartayar Test Type and Method Results $ Saflex HP Ctaar or Color Glass Sollex HP Clear or Color Gloss •• i • • e e ••• BY'Eastman Chemfeal Co: By'Eastman Chemleai Co.' f • • • • • • • r $ • ••• • • • • •• •Air Infiltration Test (ASTM-E283) m 1/8'Ann. Glass m 1/8" HS Glass • • • • • •• • •® i.57 pef pressure differential PASSED ( .044 C.F. /Min/Sq Ft ) 8 "N iv �' ••• • • ••• • • ••• ••0 6.24 psf pressure differential PASSED ( .076 C.F./Mn/Sq Ft) V ° Silicone ° Silicone GE-1200 GE-1200 Water Leakage Test (ASTM-E331) No leakage allowed Q DOW-9 0 c DOWGE--995 without waterbar adaptor PASSED® 12.0 PSF �; DOW Utes OOW-995 with woterbor adaptor PASSED® 15.0 PSF 23 At 1/4 Points On Utas At 1/4 Pointe On Utes wider Than 36• Mer Than 36" Forced Entry Resistance test PASSED Glass Type "1" Glass Type "2" (ASTM F588 &Grade 10) F 5/16" Nominal Glass 5/16" Nominal Glass Annealed/Annealed HS/HS EQUAL LITES WINDOWS EQUAL LITES WINDOWS EQUAL LITES WINDOSYS DESIGN LOAD CAPACITY-P19F DESIGN LOAD CAPACrrY-PSF DESIGN LOAD CAPACITY-PSF width ,J y Wwoir DOTS. GLASS TYPE'1'GLAM TYPE'2' WINDOW DIMS. TYPE'1'GUM TYPE'11' WINDOW DIMS. GLASS TYPE'1' LA38 TYPE'it' I 1 Q WIDTH HEIGHT EXT.(+)1M.(-) EXT.(+)1007.(-) WIDTH HEIGHT W.(+)iNt(-) EXT.(+) 1M.(-) WIDTH HEIGHT EXT.(+)1Nr.(-) EXT.(+)INT.(-) 1 g + 24" 100.0 210.0 100.0 210.0 24" 100.0 161.9 100.0 210.0 19-1/8' 100.0 210.0 t0G.0 210.0 W 30' 100.0 210.0 100.0 210.0 30• 100.0 116.9 100.0 120.0 26-1/2' 26• 100.0 210.0 100.0 210.0 x z rn 32" 100.0 210.0 100.0 210.0 32' 100.0 111.9 100.0 120.0 37' 100.0 210.0 100.0 210.0 Q W yr n w 36' �• 100.0 180.0 100.0 210.0 38' 9� 100.0 1015 100.0 120.0 63-1/8' 10OA 171.1 100.0 210.0 Q�a 3 N M 42' 100.0 144.0 100.0 210.0 42' 85.4 86.4 100.0 120.0. 19-1/8' 100.0 210.0 100.0 210.0 p,C 0 48' 100.0 120.0 100.0 200.0 48' 76.2 76.2 100.0 120.0 26-1/2' -3/6" 100.0 210.0 100.0 210.0 N 54• 100.0 102.9 100.0 171.4 54' 68.9 68.8 100.0 120.0 37' t00A 197.2 100.0 210.0 W O 24' 100.0 210.0 100.0 210.0 24' 100.0 142.4 100.0 210.0 63-1/8' 100.0 124.1 10.0.0 2089 O 30' 100.0 199.7 100.0 210.0 30' r4.1 1022 100.0 120.0 19-}/8' 100.0 270.0 100.0 210.0 v 32' 100.0 190.3 100.0 210.0 32' t00, 94.9 100.0 120.0 28-1/2'S0-6/8' 100.0 210.0 100.0 210.036' 100.0 164.3 100.0 210.0 36" 85.9 100.0 120.0 37' 100.0 188.3 100.0 210.0Equal lite WlndOw 42' 100.0 128.0 100.0 210.0 42' 75.3 100.0 120.0 53-1/8' 700.0 1012 1000 568.7 48' 100.0 104.7 100.0 120.0 48" 68.6 100.0 120.0 19-1/8" ico.0 210.0 100.0 210.0 H 54' 68.6 SOS 100.0 120.0 24" 100.0 120.0 100.0 120.0 26-1/2' 100.0 2075 700.0 210.0 LLL11i y 24• 100.0 201.1 100.0 210.0 3a' 90.7 00.7 100.0 120.0 37' �• 100.0 1649 100.0 210.0 a R 30' 100.0- 1621 100.0 210.0 32' 120' 83.6 B&6 100.0 120.0 53-1/8• 88.1 88.1 100.0 120.0 $$ 32' 100.0 167.6 100.0 210.0 36• 75.9 78.9 100.0 120.0 19-1/8' 160.0 210.0 100.0 210.0 PRODUCTRBVISBD 36' 100.0 150.7 100.0 210.0 42' 66.4 66.4 100.0 120.0 26-1/2' 72" 100.0 1815 100.0 210.0 as complyin with Ore Florida 42' 100.0 120.0 100.0 120.0 37" 100.0 146A 100.0 210.0 Amplmrca Wo d• f 48• 9&0 006 SOD 100.0 120.0 53-1/8• 824 82.0 100.0 120.0 ration Data 20 64' 80.0 80.0 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0By G° 24' 100.0 179.1 100.0 210.0 28-1/2' 78, 100.0 171.4 100.0 210.0 Miatgl Pro" < a (� o 30' 1004 143.4 100.0 210.0 37' 100.0 136.8 100.0 210.0 32' 100.0 135.3 100.0 210.0 63-1/8' 80.0 80.0 100.0 120.0 $$ 36' 84" 100.0 120.0 100.0 120.0 AHM 4Y 100.0 108.1 100.0 120.0 C? 7p3l2 I 48' 86.6 MA 100.0 120.0 3,gyg t All values shown are Design PSF Pounds peFLA. E r S 1 84• 749 74.6 700.0 720.0 �9 ( P Square Foot) A $ VALUES FOR EXTERIOR LOADS(+) SHOWN ARE 0 � .0�9 2014 NOTE. MASS CAPACITIES ON THIS SHEET ARE FOR SILL WITH WATERBAR ADAPTER � drawing no. ' BASED ON ASTM E1300-09(3 SEC.GUSTS) FOR WINDOWS WITHOUT WATERBAR ADAPTER AND FLORIDA BUILDING COMMISSION LIMIT EXTERIOR{+) LOADS TO 80.0 PSF �i 0005-04 DECLARATORY STATEMENT DCA05-OEC-219 sheat 3 oryQ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 090•Interlayer 090• DuPontntentryG OuPont SantryGlas DuPo t D �4 V NOTE: By'E.I.DuPont De N%Ars&•Ca.,•Ino.' ••• ••• •• ••• 81''FJ. no Oe Nemours&Co„Ino' GLASS CAPACITIES ON THIS SHEET ARE 075.1��ayer • • •• • • •• • •• 075"Interloysr BASED ON ASD,6 E13ZA-09 3 sEc.Wsrs) 3/16" HS saf ex CP with PET CLre• • • • • 3J�16" AN soRex cP lYm PET Core Z ANO F40180A BlBLOWG By`Eostrrron Chamica!Co! • • • • • • • • By'Evstmar,gl�iaal DECLARATORY STATEMENT OCA05-OEC-219 • • ••• • 000 • 0 t 100"Interioy a too•Interlayer F Yd Soflsx NP de or Color Wase Soft"HP door or Color Glass I By'Eastman Chemkal Co: By'Eastman Chemical Co.' EQUAL LITES WINDOWS •• • • • •• 000 • pp 3 16" HS • • • • • • • • • 3/16" ANN Q DESIGN LOAD cAPACCCY-PSF � / • ••• • • • • •• 's"'` Silicone � a WINDOW DIMS. GLA&9 TYPB's' TYPE'3A'GLA3a TYPE'4' TYPE'4A Silicone • • • • • •• • • �i WIDTH HEIGHT Exr.(+)iNT.(-) ocr.(+) 1NG(-) --W 1M.(-) Exr.(+)1Nr.(-) GE-1200 • • • • • • • • • GE-1200 x3e GE-2000 •• • • • • • ••• • GE-2000 24' 100.0 210.0 100.0 210.0 100.0 2104 100.0 210.0 DOW-995 DOW-995 Q 30' 1004 21x0 100.0 210.0 100.0 210.0 100,0 210.0 At 1/4 Points On Liles r At 1/4 Pointe On Utes �,Q Gloss Type "3" www Than 36• Glass T e "3A' Y6dar Than 36• 32• 1000 210.0 100.0 2100 100.0 210.0 100.0 210.0 yp � 38" 48' 100.0 210.0 100.0 210.0 100.0 210.0 10x0 208.2 090•Interloyer a 090"Intarlayer IQs 42• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 1755 1/8" HS DuPont Sentry'Wos 1/8" ANN DuPont SentryGlos 48" 100.0 200.0 100.0 2000 100.0 200.0 100.0 158.6 By'EJ. DuPont De Nemours&Co.,Im' By'E.I.DuPont Oe Nemours&Co.,Ina 94" 109.0 171.0. 100.0 171.0. 100.0 171.4 100.0 1385 3/8" Air Space 075•Intorlayer 3/8" Air Space .075•Intenoyer a sell F Saflex CPU'PET Core Saflex CP With PET Core O 24' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 1/8- HS By'Eastman Chemical Co.' 1/8- ANN By'Eastman Chamtcol Co.' 30• 100.0 210.0 100.0 210.0_ 100.0 210.0 100.0 VOLD 100'intarlooyysarr 100•tnteno er §a8ex HP dear or Color 32" 100.0 210.0 1000 2104 100.0 210.0 100.0 2022 SaOex HP Clear or Color Glass 80' By'Eastman Chemical Co.' By'Eastman Chemical Co.' 38' 100.0 2104 100.6 210.0 100.0 210.0 100.0 1745 40.' 100.0 210.0 100.0 210.0 100.0 210.0 1004 183.8 1/8" i jS A4 1/8- ANN , 48" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 Silicone Silicone G7 54• 100.0 7204 100.0 120.0 100.0 120.0 100.0 108.3 GE-1200 GE-1200 w 24' 100.0 210.0 IOOA 210.0 100.0 210.0 100.0 210.0 GE--000 DOW-9 0 DOW-995 DOW-995 30' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.2 vii PC n$ 32" 100.0 2104 100.0 191.2 100.0 210.0 100.0 178.0 Glass Type "4" At t/0.Points All Sizes Glass Type "4A" nt 1/0.Points A9 zee 7 N^ 38' 72' 100.0 210.0 100.0 198.4 100.0 210.0 100.0 160.1 p M 4r 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 EQUAL LITES WINDOWS width Z AIR SPACE CONSISTING OF: Z_Z 48• 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1095 DESIGN WAD CAPACITY-PSF �AC� 54' 100.0 120.0 100.0 120.0 100.0 1200 90.5 90.5 WINDOW DIMS. GLASS TYPE'8' TYPE'3A'GLASS TYPE'4' L4&s TYPE'4A METAL SPACER AROUND 24' 100.0 216.0 100.0 210.0_ 100.0 210.0 100.0 190.2 WIDTH HEIGHT OR.(+)1Nr.(-) Exl'.(+) INT.(-) 1711'.(+)1NT.(-) EXT.(+)1NT.(-) THE PERIMETER OF THE GLASS. 30' 100.0 210.0 100.0 210.0 10MO 210.0 100.0 152.3 19-1/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210. Xx O 32' 700.0 210.0 100.0 210.0 100.0 210.0 100.0 143.7 26-1/2" 26' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 W 36' • 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 37• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 tr 42• 100.0 120.0 100.0 120.0 100.0 120.0 100.0 112.7 53-1/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210. 't0V r C 48' 100.0 720.0 100.0 120.0 100.0 120.0 90.9 909 19-1/8' 300.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 .- .3 ra o e 54' 700.0 120.0 100.0 120.0 100.0 120.0 80.6 80.6 26-1/2" 38-3/8" 100.0 210.0 100,0 210.0 100.0 210.0 100.0 210.0 W S$$ 24' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.0 37' 100.0 210.0 1COA 210.0 1004 210.0 100.0 210.0 R N 30' 100.0 120.0 100.0 1200 100.0 120.0 100.0 120.0 53-1/8" 100.0 �.9 100.0 2069 100.0 206.9 100.0 206.9 32' 100.0 120.0 1004 120.0 100.0 120.0 100.0 118.9 19-1/8' 100.0 2100 100.0 210.0 100.0 210.0 100.0 210.0 0.r 9s" - Equal Lite Window 38' 100.0 120.0 700.0 120.9 100.0 120.0 100.0 707.8 28-1/2' 100.0 210.0 100.0 210.0 100.0 210.0 700.0 210.0 8D-5/e' 42' 100.0 12x0 100.0 120.0 100.0 720.0 90.8 905 37' 100.0 210.0 190.0 210.0 100.0 230.0 100.0 193.1 48• 100.0 120.0 IOU 120.0 100.0 120.0 809 809 53-1/8' 1004 168.7 100.0 166.7 100.0 168.7 100.0 131.7 All votues shown are Design PSF {Pounds per Square Foot) c m - o e 84' 100.0 920.0 1004 112.6 100.0 120.0 73.2 732 19-1/S' toxo 2104 100.0 210.0 loco 210.0 100.0 210.0 VALUES FOR EXTERIOR LOADS{+) SHOWN ARE 6 24' 100.0 210.0 100.0 2100 100.0 210.0 100.0 151.2 26-1/2' �, 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 FOR SILL WITH WATERM ADAPTER C 30' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 100.6 37" 100.0 210.0 100.0 1919 100.0 210.0 100.0 177.6 FOR WINDOWS WITHOUT WATERBAR ADAPTER ' 30.• t00„ 100.0 120.0 100.0 120.0 100.0 120.0 100.0 100.8 53-1/8" toxo 120.0 100.0 120.0 100.0 120.0 100.0 1048 LIMIT EXTERIOR(+) LOADS TO 80.0 PSF y! 38• 106.0 120.0 100.0 120.0 100.0 120.0 91.2 91.2 19-1/e• 100.0 210.0 1004 210.0 100.0 210.0 100.0 210.0 MoDUcr Ittivlssa , 42' 100.0 120.0 100.0 12MO 100.0 120.0 80.0 80.0 28-1/2' 72, 100.0 210.0 100.0 210.0 1 100.0 210.0 100.0 192.9 %Wmplyloy mlWOxtlrwda FIAPE / l 48• 100.0 120.0 100.0 112.2 100.0 120.0 72.9 72.9 37' 100.0 210.0 100.0 1988 100.0 210.0 100.0 188.0 building �dgoaCode co No 1 ' y k 24" 100.0 120.0 100.0 120.0 10MO 120A 100.0 120.0 53-1/8' 100.0 120.0 100.0 120.0 100.0 120.0 114. 994.8 m�� $ 'Tt 30" 10&0 12"' 100.0 120.0 120.0 120.0 98.4 98.4 19-i/0.' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 CT 2�)!! 32• 120" 100.0 12x0 100.0 120.0 100.0 120.0 86.8 es5 28-1/2' 7B• 100.0 210.0 1004 210.0 100.0 210.0 100.0 152.1 by drawing no. Daaol'mdacl m 38' 100.0 120.0 100.0 120.0 1004 720.0 60.8 00.8 37` 100.0 210.0 100.0 184.8 100.0 210.0 100.0 146.1 1 0.2' 100.0 120.0 100.0 114.1 100.0 120.0 70.6 70.6 53-1/8' 100.0 120.0 1000 120.0 100.0 120.0 88.3 89.3 eheet3A of 1O . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1/8'Ann. Glass 1/8' HS Glass �v • .. • ••• . ••• 090•meorm 090•mte • • • • • • •• • (Q Y� r • • •• • • •• • • •• DuPont SentryGhe DuPont SentryGiae By'Ll.DuPont De Nemours,&Cslid ..Ino.' By'E.L DuPont De Nemours&Co.,ins.' 0 •• • S' j?PeM.%tZ6 T&I*Results for: C .078"InteAayer 075•Interlayer SaRax CP with PET core Sattex CP with PEl'Core Air Infiltration - Water Leakage Resistance - Forced Entry By'Eastman Chemical Co.' By'Eastman Chemical Co.' 1ao•Inearlayer 100•Intanoyer Fest T a and Method Results Q saBex HP Clear or Color Gloss SaOex HP Clear or Color Gia •• • • • C .� By'Eastman Chemical Co.' .. By'Eastman Chemtwl Co! • • • • C 13 • *06 • Air Ir:Htr:ibn Teste(ASTM-E283) m 1/8"Ann. Glass m 1/8" HS Gloss • • • *.101.W*.psf prossut dilferen0al PASSED ( .044 C.F. / Min/ Sq Ft) 8 iv •• • • • e0 0.24•p•p prdMre differential PASSED ( .076 C.F. /Min / Sq R) �i O N QQQ ° Silicone ° Silicone a is GE-1200 GE-1200 Water Leakage Test (ASTM-E331) No leakage alloyed 4 c GE-2000 c GE-2000 without waterbor adaptor PASSED ® 12.0 PSF g 3 DOW-995 DOW-995 with woiaroar adaptor PASSED ® 15.0 PSF At 1/4 Points On Utes @ At 1/4 Points On Lites LL wider Than 36' Wider Than 36' Forced Entry Resistance test PASSED Glass Type "1 n Glass Type "2" (ASTM F588 &Grade 10) 5/16" Nominal Glass 5/16" Nominal Glass Annealed/Annealed HS/Hs a UNEQUAL LITES WINDOWS (ORIEL) UNEQUAL LITES WINDOWS (ORIEL) D=GN LOAD CAPACITY-PSF DESIGN LOAD CAPACP19f -PSF c� WINDOW DIM8. TOP GLA8a TYPE'I.' LASE TYP3'B' WINDOW DIMS. TOP GLA88 TYPE'1'GI ASS TYPE'2' 4 p tj WIOTN HEIGHT HEIGHT EXT.(+)IK.(-) EV.(+)INT.(-) VAM HEIONT HEIGHT EXL(+)iNT.(-) EXT.(+)1Nr.(-)24* 100.0 1ooA 181.9 1004 210.0 19-1/8' 100.0 0.10.0 100.0 210.0 �n �`• 30• 100.0 t18.8 1004 120.0 26-1/2' tooA 13s5 toao ztao 32• 96• ,�' 100.0 111.9 100.0 120.0 37• ( ,) 89.3 99.3 100.0 1204 3 M o n 38' (MAX) 100.0 101.5 100.0 120.0 53-1/8' 69.9 69.8 100.0 120.0 Q n.A 42' 85.4 88.4 100.0 120.0 18-1/6' 1�.0 2104 100.0 210.0 c� z Z 48' 76.2 76.2 iGaO 120.0 26-1/2' 108• 64' 100.0 120.0 100.0 120.0 r� E 9 54' 68.9 68.9 100.0 120.0 37• (MAX) 83.8 83.8 100.0 120.0 PRODUCT REVISED ( o_ 24' ICOA 142.4 100.0 210.0 19-i/8" 100.0 210.0 100.0 210.0 ascmnW7'�f6�0�aFlorldo 0 .� Code 30• 100.0 102.2 100.0 120.0 28-1/2' 120' 60" 100.0 108.8 100.0 120.0 AweBuIlpats=No �) 0 32• 94.9 94.9 100.0 120.0 37• NA') 73.7 73.7 100.0 120.0 esphad Date '� 36• (MAX) 56• 85.9 854 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0 By 42' 75.3 75.3 100.0 120.0 26-i/2" 120' 88• 99.5 99.5 100.0. 120.0. Mt Produet 48' 68.11 69.8 100.0 120.0 37" (�') e5.7 65.7 100.0 120.0 24' 1004 120.0 100.0 720.0 19-1/8' 120+ 72'° 1004 210.0 100.0 21x0 e R R 0.o 90.7 90.7 100.0 120.0 26-1/z' (MAX) 93.9 93.9 100.0 1".0 VALUES FOR EXTERIOR LOADS(+) SHOWN ARE �kf R la 32' 120• sa• 63.8 113.s 100.0 120.0 t9-I/s' t20• �, 100.0 120.0 100.0 120.0 FOR SILL WITH WATERBAR ADAPTER 36• •) r77.1 75.9 100.0 120.0 26-1/2• (MAtc) e3.0 $8.0 100.0 120.0 FOR WINDOWS WITHOUT WATERBAR ADAPTER $ 42' 611.4 100.0 1204 19-1/6• 120• 64' 100.0 1204 100.0 t2o.o LIMIT EXTERIOR(+} LOADS TO 50.0 PSF 24• 120.0 100.0 120.0 26-1/2' (MAX.) 79.8 79.6 100.0 120.0 width �• 12W e8' 91.7 100.0 120.0 c c 32• (MAX,) 77.7 100.0 120.0 s s �s� 38• 67.4 100.0 120.0 cam 24• 113.6 100.0 120.0 NOTE; W. 77.1 100.0 120.0 CLASS CAPACITIES ON THIS SHEET ARE p. Top Vent 120' 72' BASED ON ASTM E1300-09 (3 SEC.GUSTS) 32• (HAX.) 70.1 100.0 120.0 AND F10ROLl BUILDING COMMISSION 36' 80.370.1 80.3 100.0 120.0 DECLARATORY STATEMENT OWS-DEC-219 FLA. f 7agg2 s 1 24' iW.O 120.0 1�.0 1204 3SJ6 ;; W. 120' 78" 71.2 71.2 100.0 120.0 This Lite must be 30.• ( ) 83.6 83.8 100.0 120.0 Equal to or smaller /.(1('7 9MQ 20.• t20• �, 100.0 120.0 1000 1204 thou the Top Lite drawing r1o. t 30' (lWf. 88.6 66.6 100.0 1200 1�1�05-04' All values shown are Design PSF (Pounds per Square Foot) Unequal Lite Window sheat 4 of 10 . ..• ... . . . ..• .. . . . .. .. . . • • • . . ... . . . . ..• .080"Interlayer Dow tatatlayw tt DuPont Sontryafae DuPont SenMos V By'E.L DuPon�l�•N%A#&Co.,•IrW ••• •• .•0 By'EA.DuPont Do Nemours&Co.,Ina• At� .075"Irtterlopw • •• • • .. • .0 .075'tnterioysr �Y 3/16" HS Sonex CP War PW Coe . • • 3�16 Sonex CP with PET Core By'Eastman.henRaal.Co t l • • • • *XAV41 �4 an Chemkal CO.' O 81 1ao'Intart- • • *00 • *00 Sonex HP Clear.w Calor does Clear or Color Wass AI By'Eastman Chamkol Co: n Chemkol Co: QQ 3/18"� • • • •• ••• 3/16" ANNc x0. • • • .Si600nt ••• • • • • •• SiliconeGE-120Q • CE-1200 GE-Z • • • . • ••• • GE-2000 NOTE DOW-995 DOW-995 At 1/4 Palate On Utes Points On UtesaEDD OONN E 300 09(ACTIES ON TM WEET,GUSTS) Glass Type "3" 3 `+mer Than 36• Glass Type 3AThan 38' AND FLORIDA BUILDING COMMISSION 090,tnterlayw DECLARATORY STATEMENT i)CA05-DEC-219 1/8" HSDuPont�s nttrA 1/8" AN DuPont Ssnbycto9 By'E.i.DuPont 0e Nemours&Co..Mo.' By'Ed.DuPont De Nemoure&Co„ina.' >;{ UNEQUAL LITES WINDOWS (ORIEL) 3/8" Air Space 075•Intertayer 3/8" Air Space 075'Intarloyer ell So ex CP With PET Core So11ax CP With PEr Core DESIGN LOAD CAPACITY-PSF 1/8- HS BY'Eostmon Chemlcal Ca' 1/8- AN By'Eastman Chemical Co.' a r24 OW DIMS. ,VENT CLASS TYPE 18' LM TYPE'eA'GLASS TYPE 4' TYPE'4A' 100'IMedger t00"kftft ar HEIGHT EXL(+)tW.(-) IXL(+) iNT.(-) EXT.(+)fNL(-) t7R.(+)tNT.(-) Sonex HP Clew or Color Glass Sanex HP Gear or Color Glen BY'Eastman Chemkol Co.' By'Eastman Chemical Co.'100.0 210.0 100A 210.0 100.0 210.0 100.0 172.0 PRODUCTRBvTSED 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 ,7y� 1/8" HS as cami4inswith it.lnortde rata 1/8" ANN DutidinsCoda 100.0 f20.0 100.0 120,0 100.0 120.0 100.0 118.9 Silicone SIIiCOn6 Aeee IemreNo��•6 ddss• as• GE-1200 P GE-1200 100.0 120.0 100.0 120.0 100.0 120.0 700.0 1079 rattan DataDOW-9 0 DOW-99 100.0 120.0 100.0 120.0 100.0 120,0 909 90.6 DOW-995 Dy OOW-995 48 100.0 120.0 1004 120.0 100.0 120.0 80.9 80.9 At 1/4 Points All Size.Ati ode Product " 3 At 1/4 Pointe AN Sizes 07 54' 100.0 120.0 100.0 112.6 100.0 120.0 73.2 73.2 Glass Type "4" ass Type "4A 24' 100.0 210.0 1004 210.0 100.0 210.0 100.0 151.2 O 30' 100.0 120.0 100.0 120.0 1004 120.0 100.0 108.6 UNEQUAL LITES WINDOWS (ORIEL) - Z Z w 30 100.0 120.0 100.0 120.0 100.0 1204 100.0 100.8 DESIGN LOAD CAPACITY-FSF AIR SPACE CONSTSTING OF: 38' SPACER (1�) 54• 100.0 120.0 100.0 120.0 100.0 120.0 91.2 91.2 WINDOW DIMS. TOP GLA&S TYPE'8' LASS TYPE'8A'GLA83 TYPE'4' TYPE%A M PACER AROUND 42' 100.0 120.0 500.0 120.0 100.0 f2OA 80.0 80.0 W.0TH NEIGHr HEIGM EXT.(+)INT.(-) EXr.(+)iNL(-) --(+)1NT.(-) EXTO)iNT.(-) THE PERIMETER OF THE GLASS. 48• TWO 120.0 100.0 112.2 100.0 120.0 72.9 72.9 19-1/B° WILD 210.0 100.0 210.0 100.0 210.0 100.0 210.0 Q 2$ 100.0 120.0 1WA 120.0 100.0 120.0 100.0 120.0 20-1/Y 100.0 210.0 100.0 21MO 100.0 210.0 100.0 147.1 width I 30• f W.0 120.0 100.0 120.0 100.0 120.0 98.4 GSA 37' (�,) 48• 1017.0 120.0 100.0 120.0 100.0 120.0 100.0 105.5 3Y 120" 80• 100.0 120.0 100.0 120.0 100.0 120.0 88.8 88.8 53-1/8" 100.0 120.0 100.0 114.4 100.0 120.0 74.2 74.2 , 38' (MAX.) 100.0 120.0 100.0 120.0 100.0 120.0 00.8 80.6 19-1/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 42• 700.0 120.0 ta0.0 114.1 100.0 120.0 70.8 70.6 26-1/Y 108• $4' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 Top Vent 24' 100.0 120.0 1004 120.0 100.0 120.0 100.0 120.0 37' (MAX) 100.0 120.0 100.0 120.0 100.0 1240 88.8 88.8 30• 120• 86° WILD 120.0 100.0 120.0 100.0 1240 80.8 86.8 18-1/8" 100.0 210.0 500.0 204.2 100.0 210.0 100.0 210.0 p� 92° (MAX) 100.0 120.0 100.0 120.0 100.0 120.0 828 826 28-1/2" 120' 80' 100.0 120.0 100.0 120.0 100.0 120.0 WILD 115.4 N g 38" 100.0 120.0 100.0 t20A 100.0 120.0 71.6 71.6 3Y (MAX) 100.0 12MG 100.0 120.0 100.0 120.0 78.3 78.3 24• 100.0 120.0 100.0 120.0 100.0 120,0 100.0 120.0 19-1/8• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 This Lite must be Equal to or smaller o; 30° 720" 72' 100.0 120.0 100.0 120.0 100.0 120.0 81.9 81.8 28-1/2' 120' 88' 100.0 120.0 100.0 120.0 100.0 1240 100.0 108.7 than the lop Ute o• - 3Y (RA,) 100.0 120.0 100.0 120.0 100.0 120.0 74.8 74.8 3Y (MAX) 100.0 120.0 100.0 120.0 100.0 120.0 699 89.8 o' 36' IW.O 120.0 100.0 120.0 100.0 1142 84.0 8aA 19-1Je° 120• ° 100.0 210.0 1009 270.0 100.0 210.0 100.0 250.0 c o o w 24• A10CLO12OU0 100.0 1204 100.0 120.0 100.0 120.0 28-1/2• (MAX.) 100.0 120.0 700.0 12DA 1004 120.0 99.8 999 Une uat Lite Window 30' 520• 78' .0 100.0 120.0 100.0 100.0 75.6 75.8 19-1/8' t00• 100,0 210.0 100.0 210.0 100.0 210.0 100.0 203.032" (�•) 0.0 100.0 120.0 100.0 120.0 67.8 '679 28-I/2" (MAX.) iWA 120.0 100.0 120.0 1WA 120.0 93.6 S&S 24' 0.0 100.0 120.0 100.0 120.0 100.0 120.0 19-1/a' 100.0 210.0 loco 210.0 100.0 210.0 100.0 183.8 lu 00.0 100.0 120.0 100.0 120.0 747 70.7 28-1/Y (MAX.) �• 100.0 120.0 1100.0 1 100.0 1 100.0 120.0 1sag &t9 1 1s All values shown are Design PSF (Pounds per Square Foot) 0 ��Q 8 �x VALUES FOR EXTERIOR LOADS(+) SHOWN ARE drawing no. FOR SILL WITH WATERSAR ADAPTER W05-04 FOR WINDOWS WITHOUT WATERSAR ADAPTER LIMiT EXTERIOR(+) LOADS TO 80.0 PSF sheat.lA of •• •• • • • •• •• • • • • • • • • • • • Installation Type A IMPORTANT NOT@ Wood Bucks must sustain + w/ 1 x 4 Beveled P.T. Wood Buck loads imposed by glazing system and transfq• • • • •• *00 •i them to the building • • • Buck bed in •' •�: �t '1+1'P:tCetl A➢iCHQBS: SEE ELEV.FOR SPAaNG s ., . structure. • ••• • � sealant (iyp) • • • • 4•% L&ACON Blr' CO' —177 KSI.F 155 KSI) $ h ;'e •. a: •y' •• • • 4"•DIA•HfM RW KAON R yJ (Funttu Kms.Fy-1157 KSI) Fl1 4" Dia _ INTO 2BY WOOD BUCKS OR WOO STRUCTURES at Head 1-1/2" MIN. PENETRATION INTO WOOD IfQS� Ultrocon Or S�tyP)t £ THRU 1BY BUCKS INTO CONC. OR MASONRY Kwik-Con 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ' ll (or equal) x DIRECTLY INTO CONCRETE OR FILLED BLOCKS a Or 1-3/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 'a ,j/4" DIA: TEKS OR SELF DRILLING SCREWS (cRAOE s CRS) v INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") + 3 � d INTO METAL STRUCTURES !• STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) ' K " ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) a 3 1/2" (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Min. TYPICAL.EDGE DISTANCE vii `� Nrd INTO CONCRETE AND MASONRY - 2-1/2" MIN. n INTO WOOD STRUCTURE = 1" MIN. 0 a a "tI INTO METAL STRUCTURE = 3/4" MIN. c� 15,,;"Z 2 3/4" WOOD AT HEAD,SILL OR JAMBS SO 0.88 MIN. p_A CONCRETE AT HEAD.SILL OR JAMBS Yo - 3000 PSI MIN. p�p� C-90 FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. Ei3 U o M 1 x 4 Beveled P.T. o ° t Buck Wood . (YP•) JB ac JT � 11/4" gR Min. Values for Installation Type "A" apply to the following installation types, with `o B maximum shim space 1/4": c + 12 1- Using 1by P.T. wood bucks, min. 3/4" thick, Optional 2- Directly into masonry, without the use of wood bucks. Non-beveled O Sealant c Wood Buck $ (dotted) 3- Directly into a steel or aluminum structure --� Min. 1/8" thick and using #14 Teks or Self drilling screws. <m°a W Structure must be designed by others to sustain the loads imposed by the window. ^r,.. !. v ..*c v• j PRODUCT RBVISBO Enq:DAVM AHKM rw+- -1 .'o •.,:".. .. 'v .a 1 tvlmd die R& j70o M � � + Daft 114 g N6,. 6qn. q o D•' • ..V A No By •DadaBtaf.Mt. !y+t' drawing no. Optional Pre-Cast Sill s 1 W05-04 " sheet 5 of 10 .. •• • • • •• .• • . . • • • • • • • . . • .•• . • . . ••- • s• a ••• • ••• Installation Type "B" Installtltiorl•Type•Well • •�• ••• � � w/ 2 x 4 Beveled P.T.Wood Buck based on wood penetration only using 1 x 4 or 2 x 4 wood bucks a •s •>y� >• • • • •• ••• •• 7 Buck bed in p°: . �s n: a • • • • • Z LL sealant (typ) ,• pb 4' a •• t•i i�l 'Id • R�/o / e t r u e t v r e a 1 �4r<Q 1/4" Dia. Flat Head t Seolont 9i Ultracon/Kwik—Con --- 1/4" Dia. Flat Head (typ) E (or Equal) Sealant Teks Or _ Dfi 1-1/2" Min. Wood Embed (typ) s Fasteners a. Ultracon/Kwik—Con O E o s 1 x 4 & 2 x 4 P.T. Wood Buck (typ) d \ " 1n RA 3 1/2" See Installation = O Min. Types "A" & "B" for 1 x 4 & 2 x 4 iv M P.T. Wood Buck Styles to N M a ..'•e \ 0 IMPORTANT NOTE: 2 z, Wood Bucks must sustaino e loads imposed by glazing 13 a 2 3/4" . system and transfer v �. n a• them to the building °' 2 x 4 Beveled P.T. structure. Wood Buck (typ.) PRODUCT RBV186DascomplAwwithAsFlodda JB & JT JB & JT ealWlog Coda Axepimao ita�Data ya c 1 1/2' Min. Dy o Optional Total Wood M a uctConlyd7 c Elio Non—beveled Penetration Sealant Wood Buck dotted Optional (dotted) Non—beveled --� O Sealant Woodd Buck `o o $ c� (dotted) e g s 1 •.?; V' 1 FLA.PEM+t ,Q70892 1 1 •� .v:y.. .. .v ' 1539 s i i eeod atruoturs 2 3/4' ' M& ••Q°.v•j •"p q' r •.�ti •: .92014 drawing no. Optional Pre—Cast Sill W05-04 sheat 8 of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ANCHORS ANCHORS • •• • ••• • ••• �v DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY -PEP • • •• • • • •• • •• 000 o .HOLE PATTERN STD.HOLE PATTERN STD.HOLE PATTERN STD.HOLE PATMN • • • • • • • 110.OF N0.OF Y # WINDOW DDd8. ANCHORS df0 ADOL ANCHOR AITR ADDL AN1DRtR WINDOW DIM. ANCt1OF d/0 ML ANCM am MI.ANCHOR • • • • • • • • • • 0 WIDTH HEIGHT AT JAM6 txr.(+)&hNT.(-)EXT.(+)&tNL(-) Y60TH HEIGHT AT 4018 OCT.(+)&INT.(-)EXr.(+)&IM:() • • 000 • ••• • 24" 210.0 210.0 19-1/8" 210.0 210.0 q t 30" 210.0 210.0 28-1/2• 26, 4 210.0 210.0 3r 210.0 210.0 37* 210.0 210.0 •• • • • •• ••• •• 48" 4 • • • • • • • • • • 36' 210.0 210.0 53-1/8' 210.0 210.0 �i 42• 201.8 210.0 19-1/8" 210.0 210.0 • • • • • •• • • n 48' 178.7 210.0 28-1/2'38-3/8' 4 210.0 210.0 ••• • • ••• • • ••• ••• 34' 1 147.2 208.4 37, 210.0 210.0 q 4 24" 210.0 210.0 53-1/8' 170.9 210.0 0 4Y 30" 193.7 210.0 19-1/8' 210.0 210.0 G 32" 185.5 210.0 20-//2' 8/8' 4 210.0 210.0 4j"s 7f 36' 00' a 170.9 210.0 S/" 208.1 210.0 5$C4 42" 1829 t91.2 53-1/8" 145.8 196.3 Oilg 48" 138.4 173.0 19-1/8• 210.0 210.0 54' 126.3 157,9 20-1/Y or 4 198.4 210.0 N 24' 210.0 210.0 37" 157.4 196.7 .-i.. 30' 210.0 210.0 53-1/a" 120.5 150.7 32' 210.0 210.0 19-1/8" 210.0 210.0 v°( 30" 72"72• 8 201.8 210.0 26-1/2' 72• 0 210.0 1 210.0 co 42" 181.6 210.0 37* 198.1 210.0 00 tj 48" 145.3 192.6 53-1/8' 1 1 120.6 176.7 S wpc 54' 117.2 175.7 19-1/S• 210.0 210.0 24• 210.0 210.0 26-1/2" 78' 8 2ro.0 210.0 V5In,;; n m 30' 189.5 210.0 37" 184.4 210.0 LOADS APPLY TO INSTALLATION TYPES 32" 160.3 210.0 53-1/8' 118.2 166.9O M 3s• aa• 6 16x.1 292..5 A, B & C AND INTO ALUMINUM BUCKS 0 3 N 42• 146.1 173.6 FOR ALUMINUM BUCK INSTALLATION SEE M Z zci 48" 135.4 167.9 SHEETS 9 AND 10. W 8_ 34" 111.2 145.3 0-510 24' 194.6 210.0 Width 0 30' 161.4 188.3 32" 183.2 178.8 6" 24' 6° 5g1 36" 98• 8 139.7 163.0 - Max. Installation G 42" 1245 143.3 .6 Screws $ 48' 113.5 132.4 c 111 54" 1049 122.2 a oE Addl.Anchor a za" 210,0 2fo.O EAt Mtg. Stile Ends 3p" 2875 210.0 s See Chart For Capacity $ �• 108' 8 177.7 109.9 m 36' 161.4 181.6 42• 143.1 161.0 Ell 48" 128.7 145.9 D 6 S 8 24" 201.8 210.0 m e<m000, 30" 166.0 188.8 gg 32" 120" 8 _167.2 1789 ISED 36" 142.4 100.2 Ftgc JAwVO AHMRO ;s.,pl TRW Ihft 42' 125.8 1411.5 CGi Standard Hole Pattern 1`�tlIL Buildiplyin9wt011heFlorWa FLA.PE/»S92 Building �0 a 1 1fi 07 CAM3336 = +Dale $ , ey ?ARM Weproduet(.onl�o drowing no. W05-04 Refer to sheets 5 & 6 of 10 for description of installation types A - 8 - C sheat 70110 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Vertical Mullion Performance • Hgrizont.)I "Wlion PerfprWance �Iv W7 + W2 i i F$r•Win4pw•Pegfo4Vnce•rot`j to*Deets 3 or 4 mm<r Wm Tributory Width 2 • • • • • • • • I * I z For Window Performance, refer to sheets 3 or 4 ••• ••• i ••• i• ••• W7 w2 W1 w2 6"max Instollodon Screws 3 #i4 x 1" FH( ) � " • • Seo�ont Te Or Self Drilling ScrewsILF_ c * • • N �ppS MV E• •• • Iaatoll-1' g Q N E N 20.i 4 4 4 Gj d 4 GT 4 S(0.IG f� - yp) m� MH Multiple Opening Multiple Opening b 1" x 4" x 1/8" thk. Aluminum mr O (2 or more windows) (2 or ore windows) 1? a Tube Mullion (unclipped at ands V w/ 1 screw on each side of mullion w/ 2 or 3 screws on each aide of mullion m Standard Installation High Lood Instollation (Mull length = Wdw Width �L (+ additionol holes to be drilled by Installer) --I '3z O 1" x 4" x 1/8" thk. AluminumMUWON DESION LOAD CAPACITY- MULLION VFMGN LOAD CAPACITt- SF UULIJON Tube Mullion (unclipped at ends ONE ANCHOR TWO ANCHORS THREE ANCHORS ONE ANCHOR ANCHORS THRRB ANCHORS ONR ANCHOR T80 ANCHORS THREB ANCHORS (Mull length = Wdw Height - 1 j WINDOW DtMB. EACH SWR KKR SmR EACH SIDB WINDOW DIMS. SACH BIDE BACK SIDS EACH SIDE THVDOW DIMS.I BACK tiIDB EACH 8IDB EACH BIDS qj WIDTH HSWa EXT(+)!&Wf.(-)EM.(+)&-4-)ExL(+)k W.(-) w10TH HBOW IXrd+)0.e OIL(-)W.(+)49 W.(-)EXrd+)&W.(-) WWTH NEW -.(+)B wr4-)Ela.(+)8 INr.(-)EXI'.(+)&W4-) 24' 110.0 210.0 210.0 24' 64.3 128.8 14x7 S3-t/8' 26• 210.0 210A 210.0 3 N M"� #14 x 3/4" FH 30' 130.9 210.0 210.0 30• 830. 106.7 114.1 19-1/8• 210.0 210.0 21C.O a M Take Or Self Drilling Screws 3r �• 126.8 210.0 210A 327 98' we tots 107.6 28-1/2•��• 194.8 210.0 210. � z OZ� 38' 120A 210.0 210.0 36• 46.2 82.3 989 3Y 176.2 210.0 210.0 42' 114.5 210.0 210.0 1. 41.1 82.3 849 83-1/8' 178.0 210.0 210.0 g 48• 112.8 210.0 210.0 48' 37.5 78.0 76.1 18-1/8' 188.0 210.0 210.0 64• 1128 210.0 210.0 84• 349 89.8 69.8 26-1/2' 13x9 210.0 210M 24' 1123 210.0 210.0 24' 89.3 98.3 88.3 3r SD-5�• 109.0 210.0 210. 30' "A 182.0 210.0 30• 489 793 79.5 83-1/e• 101.1 202.3 2100 32• _ 920 184.1 210.0 3r 44.0 743 74.9 19-1/8' 1289 210.0 212!0- W 88.T 171.4 210.0 36' 108• 40.0 67.2 $7.2 25-1/2' Or 96.3 198.6 21x0 42' 78.1 188.2 21OW 42• 363 883 68.6 37• 78.7 157.4 21xO 46' 78.0 ISaO 210.0 48' 321 82.2 822 s3-1/8• 870 133.9 2009 54' 727 1489 210.0 2e SMO 71.4 71.4 18-1/8• 1�.4 210.0 ziao 24' 9a9 180.0 210.0 30' 41.1 57.6 879 26-1/r 83.2 1889 210A 30' 789 181.6 210.0 U. 120• 38.9 842 84.2 37' 72' 683 130.11 196.4 $ $$$ 3r 723 144.6 210.0 38' 35.3 489 483 63-1/8 83J 107.4 181.1 JB' 68.7 133.0 200.0 42' 31s 422 422 19-1/8 1020 204A 210.0 S(typ)t MV 4r 603 121.0 1819 26-1/2' 78• 77.9 1869 210A \\ / 48' 66.3 1126 1889 37• 60.9 121.8 182.7 0 q 9d 64' 83.3 108.7 t�.0 63-1/8' 49.3 88.7 148.0 a s a 8 2$ 780 150.0 210.0 o a m u m m 30• 829 128.2 1729 3r 5" 119.1 1629 78' 84' 849 109.1 147.1 Engin JAVAD MUM PRODUCT REVISED sr 49.0 96.0 129.7 ilA.AES Building l�wltb lkO Florida S 1 1 48' 450 eD.o 117.0. ' Ate` NoO 4.08 2.l t bV, ;� 84' 421 84.2 108.4 (j DCT 14 E7 �1 and 1 drawing no. W05-0?4jl sheei 8 or 1 D . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PERFORMANCE VALUES PERFORMANCE VALUES • •.T,UM`j lUW,BT CK 'R TC DETAILS 4.1uOF ALUMINUM RUCK OF ALUMINUM BUCK 11� IIVSTALLATION ANCHORS INSTALLATION ANCHORS • • �ToftHaTs 31NRb•J FOR4VD108V1 CAPACITIES M • •• • USE MA"RPPUCME VAIIUM •• gg ANCHOR SPACING AlVg10H SPACING ANCH6R SPACING uR$OH 3PAgtt6 ANCHOR ePacntD ANCHOR SPACING RIIIDON WIS. Rao COl1C. INTO HOLIAIT HIM HOOD QR'1M Mm Dft0 CONC. HOIIA! R11O 11000 0 Goo a 000 V=H HOCK 18.O.C. r as 18'O.C. 8'O.C. 18.O.C. 8'O.C. 'MOTH NEKINT 18'O.C. 8"as 18.O.C. 8"O.C. to-O.C. w O.C. S 210.0 210.0 178.7 210.0 210.0 210.0 19-1/8' 210.0 210.0 210.0 210.0 210.0 210.0 :°,,. • ;.• •I ••V.4- 2,V v 1 iG eOt 30• 210.0 210.0 155.2 210.0 210.0 210.0 26-i/2' 28• 210.0 210.0 210.0 210.0 210.0 210.0 •• i 'O. •a'••,• ••9i{'•,i• I (a�C 32• 210.0 210.0 150.8 210.0 210.0 210.0 3Y 210.0 210.0 185.8 210.0 210.0 210.0 •• v Z4'• "f' •. m • • A•• p 36• 48' 210.0 210.0 142.9 210.0 210.0 210.0 53-1/8' 210.0 210.0 148.0 210.0 19&8 210.0 0 • ; h 42' 205.7 210.0 131.3 204.2 176.3 210.0 19-1/8' 210.0 210.0 210.0 210.0 210.0 210.0 • • • T,{ 46` 205.7 210.0 131.3 201.0 180.0 210.0 26•-1/2• 210.0 210.0 173. 210.0 210.0 210.0 •• • M 39-3/8' Q 84" 188.0 210.0 1072 187.8 144.0 210.0 37" 210.0 210.0 157,4 210.0 210.0 210.0 24" 210.0 210.0 134.0 210.0 210.0 210.0 53-1/8' 185.8 210.0 1188 207.4 159.2 210. g 30" 179.2 210.0 114.3 200.1 210.0 210.0 19-1/e' 210.0 210.0 196.6 210.0 210.0 210.0 32` 1718 210.0 109.8_ 1919 210.0 210.0 26-1/2• so-ale 210.0 210.0 155.9 210.0 210.0 210.0 38' 60" 160.0 210.0 102.1 178.7 210.0 210.0 37' / 203.5 210.0 1299 194.8 210.0 210.0 •�b 42' 147.7 210.0 94.2 164.9 1782 2104 53-i/8' 171A 210.0 109.8 18D.7 147.3 210.0 48" 140.0 2100 89.3 158.3 1804 250.0 10-1/8" 210.0 210.0 186.5 210.0 210.0 210.0 3 64" 138.2 210.0 88.8 191.6 1423 210.0 28-1/2' 2104 210.0 146.4 210.0 210.0 0.10.0 24' 210.0 210.0 134.0 210.0 210.0 210.0 37' �• 183.7 210.0 117.2 187.5 210.0 210.0 30` 178.8 210.0 112.8 203.1 210.0 210.0 53-5/8' 156.2 210.0 98.7 1595 146.9 210.0 32" 188.8 210.0 107.7 193.8 210.0 21MO 19-1/8' 210.0 210.0 101.6 210.0 210.0 210.0 AT 8'FROM END14 S AT 8"FROMENDS 36• 72" 1&5.6 210.0 99.3 178.7 210.0 2f0A 26-1/2• 1942 210.0 123.9 210.0 210.0 2100 AND 24'O•C•MAX AND 24'O.C.MAX. ce 42• 1413 210.0 90.1 1822 176.3 210.0 1. 72' 152.8 210.0 975 1755 210.0 210.0 T O 48' 131.3 210.0 83.8 1508 180.0 210.0 53-1/8' 125.3 210.0 799 143.9 148.8 210.0 '•-' 54• 124.4 210.0 79.4 142.9 142.2 210.0 18-1/8' 210.0 210.0 151.9 210.0 210.0 210.0 a� 24' 210.0 210.0 134.0 210.0 210.0 210.0 26-1/2• 1819 210.0 116.0 208.9 2tOA 210.0 30" 175.3 2100 11Lo 1.9 186.4 210.0 210.0 3Y 78• 142.1 210.0 00.7 103.3 210.0 210.0 Lo M e 32• 166.6 210.0 108.4 177.4 210.0 210A 53-1/8' 115.1 287.3 734 1323 148.9 210.0 3 0� 36• 84" 152.7 210.0 975 162.4 210.0 210.0 < c €} z z� 42' 137.1 210.0 875 1459 176.3 210.0 48' 126.0 21" 80.4 134.0 190.0 210.0 84' 1179 1985 75.2 125.4 142.2 210.0 N U 24" 210.0 210.0 134.0 270.0 210.0 210.0 O 30` 1742 210.0 1112 180.6 210.0 210.0 a - 32• 165.4 210.0 105.5 1809 210.0 210.0 ' •4 ' ••4• •• i. r t' 38" 96` 150.8 210.0 982 7849 250.0 2104 CONCRETE=3000 4�$1 4• a; Vi00D BUCK Q .BLOCK o 1924 PSI + I n1/4"DIA ULTRACON OR W000 STRUCTURES gg G 42• 134.4 210.0 85.8 147.0 176.3 210.0 SILLS CAN ALSO 8E USED 1/4"DIA.KWIK-CON 8 c R 48' 122.5 210.0 782 134.0 180.0 210.0 WITH OPTIONAL 4VATER84R i-3/4•ISM.EMBED INTO o 2 1/2•MM. CONI.oR FI.BLOCK V"/4- /4.014.ULTRACON 54' 113.6 1948 72.8 124.3 1423 210.0 EDGE 01ST. AT 8•FROM ENDS AND 1'14N• Mk KVRK-CON R c 24• 183.8 2104 117.3 210.0 210.0 210.0 IS'OR 8'O.C.MAX. 1-1/2'MM.EMBIp 30• 151.7 2104 988 1798 2104 210.0 SEE CHART FOR CAPACITY AT 6'FROM 32• 1�" 143A 210.0 918 170.4 210M 210.0 SEE OR r 39• 130.7 210.0 93.4 154.8 210.0 210.0 TYPICAL INSTALLATION DETAIL RT FOR CAPACITY 42' 115.9 210.0 739 137.3 176.3 210.0 ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM o°' 48' 105.0 195.0 674 124.4 160.0 210.0 s e 24' 18&7 2104 110.1 210.0 210.0 210.0 845 <m o o m 30• 153.6 210.0 .984 183.9 250.0 210.0 4.253 32' 120• 145.4 210.0 928 173.9 210.0 210.0 1.270 825 36' 1318 210.0 84.1 187.0 210.0 250.0 Fier. At9MD PRODUCTRBVISM 065 • m cowplylag%°hb ft PIOMa 1 42' 11&4 210.0 743 1393 178.3 210.0 FTA PE 70592 1 38 Awad.r No2014t3DmO ' Dad�Pr�uMCaa(let QA9-.OfO ALUMINUM BUCK OPDONAL COVER WO8083-TS . . ... . . . ... .. .. . . . .. .. . . . . . • . . . . . . . ... . . . . ... PERFORMANCE VALUES • .• PHgFor VALUES* .•. �� 0112= F ALUbtINUM BUCK 001E J1j�t HU INB1'ALLATTaH ANCHaRS : : :• • 1�StT 1� �v AN�Bo ,' ext(+)s tNr{-) s • • • •ted+ T•�•t-) • s s• Z 1IN90D DRIP. ANCHORS 1818 HOUM 8TA0K ANCHORS 18110 C= ANCHORS INTO 100D 1R'D01 DRAB. W we Ca01� l0. ANCHORS mo WOOD O CLUSTER CLUv=CLUB=CLOSPAt CLUSTER CLUSTER CLUPI'SR CLUSTER t15fBR CLUSTER CLUSTER CLUBTtffi CLaT@ER CIUSTBR CWSTBR CLOSDLo Ca!]T t CL118TBE CLOSTBS C1A$CBR CINISM ClUgm WIDt11 H06HT OF 8 OF 4 OF 8 OF 8 OF 2 OF 4 OF 6 OF 8 OF 2 OF 4 OF 6 OF 8 WIDTH HEIGHT OF 2 OF 4 OF 8 OF 8 OF 8 OF 4 OF 8 OB B OF 2 OF 4 OF 8 OF 8 1 24' 893 178.7 21011 210A 140.0 210.0 2tO.0 21MO 120.0 210.0 210.0 210.0 19-1/8' 210.0 210.0 210.0 210.0 210.0 2104 210,0 210.0 210.0 210.0 2104 210.0 (a` �' 78.0 1569 210.0 210,0 122.2 210.0 210A 210.0 104.7 209.5 210.0 21x0 26-1/2' 210.0 21 210 2 Z 210 21OA 2/011 210.0 210.0 210A lRi 3Y 75.4 15x8 210.0 210.0 118.1 210.0 210.0 210.0 101.3 2025 210.0 210.0 37' 28' 210.0 260.0 280.0 2•.0 20.0 2W.0 210.0 210.0 210.0 210.0 210.0 210.0 !� 36' 48' 71.5 142.9 210.0 210.0 1120 2t0A 2104 210.0 96.0 192.0 210.0 2100 53-i/S' 210.0 211 2 A 20.0 20.5 210.0 2104 21011 210.0 21011 210.0 1% 0,2• ee.t 13&1 204.2 210,0 io&7 zmA 210,0 21011 9111 182.9 2104 2104 19-1/8- f4at z1oo 2 27j:0-- z1OA 2ta0 tN.2 2104 21ao 2104 48' 67.0 134.0 2014 21011 1020 210.0 210.0 210.0 90.0 180.0 21U 210.0 26-t/Y 38-3/0' 1159 NOR) 0" 2t0! 10.7 21.6 21•.61 210.0 15&7 210A 210,0 210.0 GVV7 54' 67.0 134.0 201A 2104 10&0 210.0 210.0 21U 80.0 190.0 21U 2104 W. 105.0 2099 210.0 210A 184.5 210.0 210A 21011 141.0 210.0 210.0 210.0 24 67.0 134.0 201A 210.0 103.0 210.0 210.0 210.0 90.0 110.0 210.0 21x0 83-1/8' 104.8 209.6 210,0 210A 164.3 210.0 210A 210.0 14x8 210.0 210.0 210.0 �;g JO' 57.2 114.3 1718 210,0 89.6 178.2 210.0 210.0 7811 153.6 210A 21aO 19-1/8' 98.3 198.8 210.0 2104 154.0 210.0 210.0 210.0 1320 210.0 210.0 210.0 32' 54.8 108.8 1648 210.0 BSA 171.8 210,0 210.0 73.6 147.3 210.0 2104 26-1/2' 50-5/a, 77.9 1559 210.0 210.0 1221 210.0 210.0 210.0 104.7 209A 210.0 210,0 a � 38' 80' 51.0 1021 153.) 204.2 80.0 160.0 2104 210.0 68.8 137.1 205.7 210.0 37' 64.9 129.9 1948 210.0 101.8 203.5 210.0 2t&0 87.2 174.5 210.0 210.0 IQ$ 4Y 47.1 94.2 141.4 1688 738 147.7 210.0 2104 63.3 128.8 1899 210.0 63-1/6' 60.2 120.5 180.7 210.0 94.4 1888 2t0A 210.0 80.9 1618 210.0 210.0 yell$iE 48' 44.7 89.3 1344 178.7 70.0 140.0 210.0 21x0 60.0 120.0 18011 210.0 18-1/8' 7&S 181.0 2104 2104 118.4 210.0 2104 210.0 101.4 2029 210.0 210.0 S4' 43.3 86.6 128.0 173.3 87.8 135.8 203.8 21U 5&2 118.4 1748 210.0 26-1/Y 588 117.1 1758 21oo 91.7 183S 21x0 210.0 78.6 187.3 210.0 210.0 24' 53.6 107.2 160.8 210.0 84.0 1660 210.0 210.0 72.0 144.0 210.0 210.4 37' &7' 46.9 938 140.6 1875 738 146.9 210.0 210.0 83.0 1289 188.9 210.0 -s H 30' 4111 90.13 13&4 1808 70.7 1418 210.0 210.0 60.8 121.3 181.9 210.0 53-1/8' 39.9 79.7 118.8 1598 625 125.0 1875 210.0 53.6 107.1 160.7 210.0 v 3Y 43.1 8&1 129.2 172.3 878 1354 2028 21U 87.9 11&7 173.8 21U 18-1/8' 64.6 128.3 193.9 210.0F7..7 202.6 21CQ 210.0 868 173.7 210.0 210.0 � J8' M' 39.7 79.4 119.1 185.8 622 124.4 188.7 2104 53.3 106.7 160.0 210.0 28-1/2' 49.6 991 146.7 IOU 15&4 2104 210.0 86.6 133.2 199.5 210.0 4Y J&0 721 108.1 144.1 SBS 1129 169.4 21011 45.4 988 1451 1838 37' 72' 394 784 11711 18611 122.2 1833 21011 52.4 104.8 157.1 2088 � K 48' 338 87.0 100.8 134.0 528 105.0 1578 2104 4&0 8011 135.0 180.0 53-1/8' 32.0 B4A 969 1279 1�.2 1803 200.4 43.0 8&41 1289 171.6 Q S4' 31.11 838 953 127.1 488 8911 1483 198.1 427 85.3 1284 170.7 19-1/8' 80.1 1218 182.2 210.0 1904 21x0 210.0 8111 183.2 atao 21011 OV w a 24' 44.7 893 134A 178.7 704 140A 210.0 210.0 60.0 120.0 180.0 210.0 26-1/2' 46.4 928 1381 185.7 1455 210.0 210.0 823 124.7 187.0 21011 3' 37.3 74.6 1119 148.1 5&4 116.9 1753 2104 Sat 100.2 150.3 2003 37' �• 383 M.6 108.8 14&1 113.7 17U 210A 4&7 975 146.2 184.932' 355 70.9 108.4 1419 5&6 111.2 188.8 21011 47.6 933 1429 1908 53-1/8' 28.4 58A 801 117.6 92.1 13&2 1841 385 79.0 118.4 157.9 M 36' 84' 326 B&0 975 1299 509 101.8 152.7 2016 43.6 873 13U 174.5 42' 29.2 58.3 878 116.7 45.7 91.4 137.1 1829 39.2 78.4 117.8 156.7 48' 265 516 80.4 107.2 424 8411 126.0 168.0 3&0 720 10&0 144.0 Z Z u! 84' 25.1 501 751 10.03 393 78.8 1179 1571 33.7 67.4 101.1 134.7 12 PRE PUNCHED ANCHOR HOLES O_ 24' 383 7&B 1149 153.7 W.0 /20,0 150.0 210.0 61.4 1029 1543 20&7 3'TYPi - ` ALL OTHER HOLES $" SPApNC 3 JO' 318 83.5 85.3 127.1 498 99.6 1493 199.1 427 853 12&0 170.7 �ORIlLED FIELDV 32' 50.7 803 80.4 720.8 471 948 141.7 189.0 408 81.0 1218 1624 JB' 96• 27.8 B&C a28 1099 43.1 861 129.2 1723 389 73.8 110.8 147.7 42' 24.8 494 739 9611 3&4 768 1181 183.8 329 658 98.7 131.7 48' 223 44.7 67.0 893 35.0 70.0 105.0 140.0 3011 60.0 904 12U S4' 20.7 41.4 82.1 82.9 325 849 97.4 1289 27.8 55.7 83.5 1113 SCREWS IN CLUSTER W 338 67.0 IMS 134.0 525 tOS.0 1575 210.0 45.0 90.0 135.0 ISDA 1X4 AiULUON c .t'i JO' 27.7 553 83.0 110.7 43A 88.7 130.1 173.4 37.2 74.3 111,5 148.8 SEE SFR 8 OF 11 ��r T� 32' 1�, 28.2 524 78.7 1049 41.1 821 1233V131.8 33.2 70.4 105.7 1409 iC 36' 238 47.6 71.5 953 373 74.7 112.0 32.0 84.0 96.0 128.0 H g 42' 21.1 422 83.4 848 33.1 681 093 2&4 58.7 85.1 1138 48' IDA 38.3 87.4 76.8 304 60.0 90.0 29.7 SIA 77.1 102.9 24' 248 69.6 893 119.1 46.7 933 140.0 40.0 80A I.mo 161.0 L_c�_ \ mo 30' 245 484 7311 68.0 38.4 7&8 1161 328 868 9&7 731.7 m o S 32' 120' 23.2 48.4 M.8 826 363 M.7 108.0 311 823 83.5 1248 36' 21.0 42.0 03.1 84.1 329 85.4 88.8 28:2 585 84.7 1129 42• 18.6 37.1 55.7 743 29.1 5a1 673 116.4 249 49.E 70,6 99.7 ANCHORS MIN. EDGE DIST. 2-1/2 IN. ANCHORS AT W PkODUCTREVISW Ppg ALUMINUM BUCK FRAMING FICA WW2 D mmoUnayinwilb"Flame S t 1 (AT MULLION ENDS) (( usrER of z 4, 6 OR a aNclloRs 1% flow -Ocode T) ANCHO PEIi SHEEtALI.B TFffR BUCK r HxpheltalData 20 3 y ,3Ij FOR WINDOW ANCHORING TO (CLUSTEROF B BEING&& 2019 13y , ]ode Product )roI drawing no. PER Si . ALUMINUM SUCKS USE #14 SCREWS NOTEt ALUMINUM BUCKS ARE SUPPLIED WITH W05-04 SPACED AS PER SHEETS 7 & 8. E R�HOLEES2M`!>SC EF#FE� D 1F aEc1 Dom,° ehaet 10 of 10 MIAMt•DADE AHAMI--RADE COUNTY o 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.gov/economy CGI Windows&Doors,Inc. 10100 NW 25 Street Miami,M.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(ln 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. DESCRIPTION:Seizes f123811 Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.1.)",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., bearing the Miami Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. .•"•'. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •.. •, •••,•• LABELING: Each unit shall bear a permanent label with the manufacturer's mnj#or logo,•o►ity,:state,•••• • model/series, and following statement: "Miami-Dade County Product Control ApPr'b1 6, unless dthenvise;...., noted herein, • RENEWAL of this NOA shall be considered after a renewal application has been Ucd and there lvS been..%.• no change in the applicable building code negatively affecting the performance of tkis preauct. •••• : ••••.• TERMINATION of this NOA will occur after the expiration date or if there has bid Vrevision of change- in the materials,use,and/or manufacture of the product or process.Misuse of this:NO4 as an endo;wment •.•. of any product, for sales, advertising or any other purposes shall automatically ter;%iptgthis 4Q4.,gailure;..... to comply with any 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 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. NOA No.14-0506.01 NAM t1DH COUNTY Expiration Date: October 26,2018 Niffimmun Approval Date: June 26,2014 � Page 1 i 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 S}Cyclic Wind Pressure Loading per FBC,TAS 203-94 y 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB,dated 03/24/14,signed and sealed by Ramesh C.Patel,P.E. 2. 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 202-94 ...""• . ...... along with marked up drawings and installation diagram of�1,14minuni.Wement •• window, prepared by American Test Lab of South Floridaplara'.TestU&ft No....:. ATLOSF-1109.01-12,dated 11/20/12,signed and sealed by Hent;Hattem,P.E. :*Ste: {Submitted under previous NOA #121220.14) "" :06 ee ' 3. Test reports on: 1 Air Infiltration Testper FBC TAS 202-94 •••' 0• 00 00• 00004 2)Uniform Static Air Pressure Test,Loading W..$$C,TAy 202t94 .... • 3)Water Resistance Test,per FBC,TAS 202-94• • 4)Forced Entry Test,per FBC 2411.3.2.1,and'TAS 202-9j...;. .•60:6 along with marked up drawings and installation diagram of Zin aluminuth casement.... window, prepared by Hurricane Testing Lab., Inc., Test Repots No. 4;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. (Subrni'tted under NOA#081010.02) - nrrogliFerx z,P.E.Product CominerNOA -0506.01 Expiration Date: October 26,2018 Approval Date: June 26,2014 E-I 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 #081010.02) 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 HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. •••• . . .... ...... (Submitted under NOA's#96-0417.03 and#01-1002.03) •••• •.•. .' 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94...... '..' : ....:. 2)Uniform Static Air Pressure Test,Loading pm-PBC,TAS 202-94. ;••• ; 3)Water Resistance Test,per FBG,TAS 202-94"'. 4)Large Missile Impact Test per FBC,TAS 20t Y.J• •• ;;• ;;;;;• 5)Cyclic Wind Pressure Loading per FBC,TAS W-94 '..' : ...... 6)Forced Entry Test,per FBC 2411.3.2.1,and;1FAi6;02-94 •; along with marked up drawings and installation diagram of tin ahtminulh mend••••• window, prepared by Fenestration Testing Laboratory, Inc., Teo 1�eports No FTi 4..... 1003 and FT1-1041,dated 10/14/94,both signed and sealed by Yamrl KurF,r"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 AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 p D. Q UALITV ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manuel r:0201 E. Product Controler NOA No. Expiration Date: October 26,2018 Approval Date: June 26,2014. E-Z 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 SentryGIas@ 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--Saflex 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-5'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 Oetohcr62°2013 and revised on February 24,2014,signed by Manuel Perez,P.S. ••°; ••• :• 3. Laboratory compliance letters for Test Reports No.HTL-0080J)VV 07 for,spec3men ••••;• A and B and RTL-0080-0905-07 for specimen B and C,issued bpMurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06 both signed awt sealed by Y�u rT Abraham P.E. °°°° 0. °° °° ° (S(Submitted under NUA #08-1010.02) • • °° •• e• ee • eeeee• 4. Laboratory compliances letters for Test Reports No.HETI-08,2143, .• HETI-08-2144,HETI-08-4287 and HETI 07-4298,issued bq Ifurkcane;e...•; ••••:• Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08,all 1igrw't00 0and sealed by ;....; Candido F.Font P.E. 0 •9 e • (Submitted under NDA #08-1010.02) 5. Laboratory compliance letters for Test Reports No.RTL-0080-0303-96 and RTL-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 NUA#96-0417.03 and 011002.03) 6. Laboratory compliance letters for Test Reports No.FT1 -1003 and F1I4041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted.under NUA #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 Per ,�Product .E, Control lxa erNOANo.1 -0 .01 Expiration Date: October 26,2018 Approval Date: June 26,2014 E-3 •• •• • • • •• •• • CENERAT WINDOW SECTIONS YONDOW WIDTH • •• • • FLANGE FRAME • • • • • ••• ••• •••• VENC WIDT}I p8� o • • •• • • •• • • •• YNl • • • • • • • • D.L.OPO. 0 A HFAD�� I • • , • • • • • • • WW-7' 8•Max.TYP. • • ••s • s♦• • 7 CORM I • • • • • • • • • it 2 • ••• • • • • • i i i i i i•• i e 2LtXXf`PORITS C =_= = _= 9 m $ , f;7 3 •• • • • • e • s Li X/ ii a �gggg O SNUHSER C DOQ C' AT IMPACT WINVS ONLY $ n Hs 6• =X==m= 3C_== {p��:p` i FFFACE API ALSE MUM!NS£D �I __________ it H OPTIONAL o x\ It � LL-- __–�__–ate OL FOR GLASS TYPES, \\ Z REFER TO SHEETS 3 AND 4. 13 24'MAX.TYP. ' 8N 47 - *;ALK 2 t/2' AT HEAD/SU ITH VENT WIDTH I• TYPICAL ELEVATIONNWINDOW am i WINDOW WDTH (FIANCE FRALIE) 3 NM a EXTERIOR MULTI POINT LOCKO B BY'INTERLOCK• Z z POINT LOCK ALT.TO CAM LOCKS o LOCKSWDIV. LOCK MAX.WOW. LOCKHEIGHT POINTS IGHT PL42° 2 38° 2IkKk I I 11 5Lilt 38' 3 84' 4 74° 4 23 sp 58 © B THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. 7 SHUTTERS ARE NOT REWIRED. INSTRUCTIONS: m USE CHARTS AS FOLLOWS. I NOTES: FOR MULLION/MULTIPLE UNITS, REFER TO a c "x oErERMgNE DESIGN WIND LOAD REtIWNEMENT BasEo' THIS PRODUCT HAS BEEP! DESIGNED AND TESTED TO COMPLY WHH THE SEPARATE CGI MULLION N.O.A. .�y. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MGH VELOCITY ON WING VELOCRY,OLDO.HEIGHT,WIND ZONE m USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE(HVHZ). WOW BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER Engr.JAYAD mKW FGODUCTREVISED S SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD Cia "cMptyWs A%thevimida y �' CAPACITY OF DESIRED GLASS SEM/RPE. LOADS TO THE STRUCTURE FLA. 4 70382 OAM. n•.kliugCodo �I .- STEP 3 USING CHART ON SHEEP 8 SELECT ANCHOR OPTION EMBEDMENTANCHTORS DEBASE MATERIAL SHALL BE BEYBE AS LISTED, SPACED AS OND WALL DON RESSING ORANCHSTUCCO. "' A� N. uD=PCQ'1j61' j RS VpHN DESIGN RA71HO MORE THAN DESIGN LOAD SPECIFIED "".1 $ IN STEP I ABOVE. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE !,/ �� Ey NOT PART OF TMS APPROVAL. Munni adodrawin no.STEP 4 SMBVUo DETERMINE CAPACW. 1 ED USE CHART ON l 9 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. (,, t W98—1 00 THE LOM VALUE RESULTING FROM STEPS 2,3 AMID 4 ALL SHIMS TO BE HIGH IMPACT.NON-METAL.UC AND NON-COMPRESSIBLE. I✓ SHALL APPLY TO ENTIRE SYSTEM. aheaL l Of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . WINDOW WIDTH • •• • ••• • ••• • • i •• • • •• • • 000 VENT WIDTH • • • • • • • z GENERAL WINDOW SECTIONS • • ••• • ••• • D.L.OPO. M EQUAL i IEQ FRAME •• A/ ol 1 BMAY o • ••• • • • • •• • p; 8 7 • • • • • •• • • , ,, / $333 1�" • • • • • • • • • •• • • • • • ••� •• �t {{ 7M1 J O 2 X00 CAM LOCKS W 3 9 2 LOCK POINTS ALL SIZES 7 I ii MALS£mLwTTNF- _ if OPTIONAL N AT IMPACT VINDOVS ONLY � ltit� 8 i 10 't ilk ox® °o 8 24°MNL TYP. AT HEAD/SILL N TYPICAL ELEVATION o N (EQUAL LEO FRAME) OQ Bi" FOR GLASS TYPES, Z z A 7 2 3 D.L.oPz REFER TO o.L oPo. 2 I/2' o_ 3/4° VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/4' V O , WINDOW VADTH VANDOW WIDTH 0 EXTERIOR MAXIM MUL71 POINT LOCKMULTI POINT LOCK ,99 BY.Twni B 8ALYL TO CYNT0mCAM M L,OCKS ALT.TO CAM LOCKS =L ! MNL WDW. LOCK MAX.WDW. LOCK ° 1 i HEIGHT POUJTS HEK,YiT POINTS tt55 38' 2 S i 1 83" 3 58' 3 p 0 84° 4 e 74' 4 $ $ f 84" S c c m - T 8 11 f i 3 p t E^9gr.JAVAD AHM7M PR(IDIICT REVISED FIA.PES#70592 es eamWYit�g�vltA ldoFlorlda P C�A.N ayua BCodo r;{-Q,�Q log g gon DOW 7 'p¢do ptothtcl Co0k0f y 9O dmWUtg no. n IA W98-10 tt sheatl,lof 7 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 2.625 28/8- 2,078 L787 • •• ••• • • 768 • • • • • • • • 1.Q0� •L307 .090 TYP. z • • � • • • • � 1,875T� N 2'EtS 2.488 L438 • • • • • •e • e L222 v 13 ® .�THICK SEL OOCORNER M .082 THICK N.IIMOJUM Q FLANGE FRAME O VENT (5/18"LAM.GLASS) gVry g4 2.078 �—L757 6 tL .788 �i 3 I. '1 .720 2.488 2.718 _ZJ L438 � VENT CORNER .DSD nP. U 28 VENT (INSUL2LAM. GLASS) {n to EQUAL LEG FRAME _L757— SEALED 757 Qty L3 ALL FRAME AND VENT CORNERS 1'0 BE ITRM PART/ QVAIiT119t D1�CRIPTION MATERLLf. MANF.fSUPPtdER/REIU.RKe SEALED WITH GE SILPRUF OR EQUIV. 1 CCI-373 4 FLANGE FRAME 6063-TS WQALEX OR EQUIV. 1A C01-387 4 EQUAL LEG FRAME 8083-T8 INDAIEJC OR EQUIV. .040 TYP. o� 2 CCI-378 4 VENT(6/18'IAM.MASS) 8083-T8 INUALEX OR EQUW. L875 N 2B CGI-381 4 VENT(DTSUL IAM.OLASS) 8083-TB INDALEX OR EQUIV. 8 2C CGI-385 4 VENT(7/18'IAM.GCA55) 8083-T8 INOAUX OR EQUW. ___{ L438 0 3 3 CGI-378 4 OGEE GL42M BEAD 6063-75 INOAUX OR EQUIV. � z o r 3A CGI-396 4 SQUARE OLA21N0 BEAD 6083-T5 MALEX CR EOUIV. 4 - 4 .060 TKCK CORNER KEY ALUMINUM- L347 V C 4 8 - 8 .060 THICK CORNER KEY ST.STEEL - GS _ Q VENT(7/18'LAM. GLASS) 8 AP-424 AS REQ. FRAME WEA7HERSfRBPPMC SCNIEGEL APTUS 7 Q250-K-190 AS REOD. VENT WFN}iERSTRII'M SCHLEGEL O-LON 8 35-10-00-101 2/VENT 4 BAR MOE,AT TOP AND BOTTOM STEEL TRUTH.ATTACHED W/(6)88 X 3/8'SS SMS .754 FF;; 9 24-13-00-202 2/VENT FACE MOUNT LOCK STEEL TRUIX ATTACHED W/(2)88 X 3/5•SMS p 9A - 1/VENT MULTI POINT LOCK - TRUTH '383 S30 9B - 1/9w MULTI POINT LOCK - INTERLOCK �— c / 10 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACINO LOCK STEEL CSR.ATTAMIED,W/(2)(110 X 3/8'SS SNSyyy�� 1t - 1 OPERATOR STEEL, TRVM.(OPTIONAL) ATTACKED W/(2)08 X 3/8'SS SMS .617 U tIA - 1 OPERATOR(OPTIONAL) S7EEL It4TERLOCK ® CGI-375: OGEE GLAZING STOPlu$ 12 30178 1 OPERATOR TRACK STEEL TRUTH.ATTACHED W/(2)/8 X 3/8'SS SMS 13 - 2/CORNER FRAME AND VENT ASSEMBLY SCREWS .7g3 810 X 1-1/4'SS SMS .808L_L .830 13 ffi �� / - 03A CGI-388: SQUARE GLAZING STOP c CML PRODUCT RHVLSW •� CAA iUd ao 7-- BaA vhw m=owe �•D 6 z'8 $ 0 7 � FRAME CORNER 3)0 201 s 1)adePtodOet o drawing no. t. W98-100 sheet 2 of 7 r S 3/16'ANN.GLASS 3/16'HEAT STREWD CLASS 080"SaNex Clear And Color pees 090"Seflex pear And Color Glass By'Eastman Chemtcei Co.' By'Eastman Chem9hal Co: sY o rlayer 075'SaRsx CPWRhPET Core .075'Saflex CP Yrtth PEr Core ar And Color Glass INTERLAYERS By'Eastman chemical Co.' INTERLAYEtS By'Eastman Chemieal Co.'n Chmntoel Co.' 090'DuPont SentryGtas 090"DuPont SentryGWa`ANN.GLASS By'EJ.DuPont De Nemours&Co.,Ins.' By'EI. DuPont De Nemours,&Co.,Ira.' 016"ANN.GLASS 3/16'HEAT SMEN'0 GLASSBESSILICONE ALL CLASS TYPESp DOW 995 tISIUCONE \ SAIC@1E 0 DOW 899 d d DOW 9" DHOW� �DOW 899 I �i DOW 899cy AL 7/18 NOMINAL 7/18 NOMNAL'2' GLASS TYPE '3' GLASS TYPE '8' PERFORMANCE ES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT BINDOWS PSRFORMANCE VALUES OF WACP RESISTANT WINDOWS Z 5.S 06 NO sHur EPS REQUM No SNUnEA9 REWRE0 NO SHUTTERS REMOREO z tg$LL's 70 SHEETS 5 TNRt1 7 FOR DMUATWtl BEFAMS RENER TO SHEEis a 1f=7 MR DMIALA110N M%W REFER TO$REEFS 6 TM 7 FON 0101ALUTWN DEMAX fa3 ES WINDOW DIME. GLASS TYPE'i:' GLA68 TYPE'S' 0L488 TYPE'8' WINDOW DIMS. CLA89 TYPE'8' GLA88 TYPE'3' GIA88 TYPE'8' WINDOW DOfB. OLM39 TYPE'E' OliSB TYPE'3' OLA43 TYPE'8' 0 WIDTH HEIGHT EXL(+) INT.(-) OCT.(+) INT.(-) EXt.(+) iM:(-) 17IDTH HEIGHT EXL(+) iNT.(-) 1]R.(+) 1NT.(-) DR.(+) 1f4T.(-) YSDTH HEIGHT Exr.(+) 1Nr.(-) EXT.(+) in(-) Exr.(+) FRI.(-) 2r 110.0 194i 110.0 195.0 110.0 195.0 w 86.7 86.7 lio.0 193.0 30' 110.0 1295 110.0 195.0 110.0 195.0 30• 88' 60.6 60.8 110.0 120.0 110._ 196.0 18-1/e' 110.0 145.0 110.0 195.0 110.0 IS&O 28' 1100 13$8 110.0 198.0 110. 198.0 28' 84.2 64.2 110. 120.0 1100. ................. 2$ 110.0 161.9 110.0 195.0 110.0 195.0 24' 73.4 73.4 110. 120.0 _110. 120.0 26-1/2` 110.0 195.0 110.0 195. 110. 195. V „ 0 120.0 3Y 26" 110.0 145.4 110.0 195.0 110. 195.0 Z 38` 1204 42' 110.0 128.1 110.0 195.0 110.0 195.0 in SY 110.0 121.4 110.0 195.0 110.0 195. 3Y 87.5 574 1104 120.0 110. 1204 19-1/8' 110. 1009 110.0 195.0 110.0 195.0 fY 36' 107.9 107.9 110.0 195.0 110.0 195.0 38• - - 80.0 00. 60.0 80.0 26-1/2• 110.0 137.5 110.0 199.0 110. 195. 3B-3/6' ,F 40' 87.1 97.1 110.0 195.0 110.0 120.0 40' - - solo �.0 60.0 80. JY 988 98.6 110.0 1945 110.0 120.0 � 42s 924 92.6 110.0 120.0 60.0 99.0 20' 66.4 66.4 110. 195.0 110.0 120.0 42" BBs 869 110. 120.0 110.0 120.0 .16 20" 110.0 166.5 110.0 195.0 110.0 195.0 24' 58.1 56.1 110.0 120.0 110. 1204 19-1/0' 110.0 1445 110.0 195.0 110.0 195.0 n o 24' 110.0 138.8 t10. 195. 110.0 195.0 29' 48.9 489 110.0 120.0 110.0 120. 26-1/2' 99.7 1043 110.0 193.0 110.0 195.0 $NM 28• 110.0 1189 110.0 198.0 110.0 195.0 30` 72• 46.0 46.0 110.0 120.0 t 10.0 120.0 3Y -618• 74.7 74.7 110.0 120.0 110.0 120.0 0O$M 30' 110.0 111.0 110.0 195.0 110. 195.0 3Y 43.6 43.6 110.0 120. 110.0 120.0 42' 65.6 65.9 110.0 120.0 110.0 120.0 ggLL Z Z,I'n 32" 4Y 104.1 104.1 115.0 195.0 110.0 120.0 36' - - 60.0 60.0 60.0 604 19-1/8- 98.7 104.2 110.0 195.0 110.0 198.0 36' 929 92.5 110. 120.0 110.0 120. 32' 76' - - 60.0 80.0 60.0 60. 26-1/2' 63' 74.9 779 110.0 120.0 110. 120.0 D 40' 83.3 83.3 110. 120.0 110. 120.0 76' - - 604 80.0 solo 60. 3Y 60.0 60.0 110.0 120.0 110.0 120. V D M 42" 793 793 110.0 120.0 60.0 60.0 20' 52. 52. 110,0 120.0 110.0 120.0 42` - - 60.0 60.0 60.0 60.0 0 20' 110.0 145.7 110.0 195. 110.0 190. 2$ 43.8 43.8 110.0 120.0 1104 120.0 18-1/8' 834 63.0 110.0 159.0 110.0 120. 24` 110. 121.4 110.0 195.0 110.0 195.0 28' 78' 38.1 36.1 150.0 120.0 110.0 120.0 26-1/2• 74-1/4' 46.6 46.6 110.0 120.0 110.0 120. 28' 1039 104.1 110.0 195.0 110.0 120.0 30' - - 110.0 120. 60.0 60.0 3Y - - 59.8 59.8 59.8 59.8 30' 4a• 97.1 97.1 I t0A 195.0 110.0 120.0 32" - - 60.0 60.0 60. 60.0 37' 7Y - - 563 583 563 58.3 #rk 6 3Y 91.1 91.1 110.0 120.0 110.0 120. 20' 414 41.5 110.0 120.0 110.0 120.0 36' 809 60.9 110.0 120.0 110.0 120. 24' 349 34.9 110.0 120.0 110.0 120. hk LDAIT MAX.LOADS TO 171.0 PSF 0 R WHEN MULTI POINT LOCK BY'DNETHLOCW 40• 729 72.8 110.0 120.0 115.0 120. 28' 84" - - 110. 120.0 544 54.5 S�D o 42' 89.4 89.4 110.0 120A 60.0 60.0 30' - - 5.1.2 51.2 51.2 51.2 @ 20' 110.0 1294 110.0 193.0 110.0 is" 3Y 48.3 48.3 483 49.3 rkrk SIZE 3Y X 77'APPLICABLE TO FLANGE FPAM ONLY 5 2$ 98.0 1079 110.0 185.0 110.0 195. SEE SHEET 1 28' 88.2 92.5 110. 120.0 110.0 1204 •• ••• • • • • • •• NOTE: c '^ �• Be 84'4 883 110.0 120.0 110. 120.0 • • • • • • • • • 3z' E76.7 ao9 11ao 120.0 11ao 120.0 • • •• • • • • • GLASS CAPACi71ES ON THIS SHEEP ARE 36' 719 110.0 120.0 110.0 120. • •• • • • • ••• • BASED ON ASTM E1300-09 (3 SEC. GUSTS) _- 40"• 649 1/QA 120.0 110. laao ••• 000 e•i •e• i i ••• AND FLORIDA BUILDING COMMISSION o 42' 61.7 110.0 125.0 Bolo BO0 DECLARATORY STATEMENT DCA05-OEC-219 20' 112.8 110.0 195.0 110. 195. Eog'� WO VAD� PRODUCTRRVISSI) E 24• 95.4 11x0 195.0 110. 120.0 FLA,PE tf 70592 esaanPlYU+BWithQroPtotlda 28' 833 110. 120. 110.0 120.0 • ••• • ••• • • CAN.35 SLLRdinB• • • • • • • Accepten�L 3R' , 77.7 110.0 120.0 110.0 120.0 • • • • • • • • 32' 702 72.8 110. 120,0 110. 1204 416 • • •• • • •• • • I 36' 84.8 849 110.0 125.0 110.0 120.0 NOTE: • •• • • • • • • 1 3� 2U1� M PUadSCtCosifa)'' drawIn n0. LOAD AREA UMfl6•• • 000 • •• • J 8U I 9 40• - - so,0 60.0 60. 60.0 FOR+110.0, -120.0 PSF = 16.34 SQ. FT. [W98-100 42' I 1 60.0 t eco fto BOA +110.0, -195.0 PSF = 10.00 SQ. FT, sheet Sof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • es,• • • 1/8'TEMP.GLASS JWXYER ' AIR SPACE .090'SaRex Clear And Color floss090"SOtlex Clear And Color Glass 1/8'ANN.GLASS By'Eastman Chemical Co.' ASS By'Eoetmon Ch-W-W Co.' 4Y 075'SoOex CP With PET Core075'Safiex CP With PET Cora INIERLAYERS By'Eastman Chemical Co.' AYERS gy'Eastman Chemical Co.' O 090"DuPont SentryGlae090•DuPont Sentry(las 66�� By'E.1.DuPont Oe Nemdure&Co.,hrBy'ELL DuPont Oe Nemeure k Co.,lou' SQUARE BEAD P i 1/8'ANN.GI.ASS TEMP.(LASS OPTIONAL 6 0_ SILICONE SILICONE ALL CLASS TYPES g GE-IM GE-1200 Y: DOW 995 D°V 995 DOV 899 DUV 899 AIR$PACE CONSISTING OPe �' a' $P METAL SPACER AROUND CCCVV .. .. /�E BLocKB 2/LTE BLOCKS THE PERIMETER OF THE GLASS. 3/4" INSULATED DDURMOMETER 8515 3/4" INSULATED DDUUROMETER 8515 00 $ GLASS TYPE '210' GLASS TYPE '3A• FEWDRMANCE VALUES OF WACT RESISTANT WINDOWS FERFOIWANCE VALUES OF LMPACT RESISTANT M NDOWS FERFORUWCE VALUES OF DIPACT RBSWANT WINDOWS W y��I no SHUTWS Reaum NO SHWERS REQUIRED NO SWITER3 RFOIAfffO REFER r0 SNEl7S S TWW 7 FOR RIHALMON WMAU REFER TO SNEEIS 5 TM 7 FOR INSAUATION OEUSS REFER TO SFa2TS S TIL411 7 FOR etBTWA M DEIAU '•� WINDOW DOM GLASS TYPE'BA' GLASS TYPE'9A' WINDOW DIALS. GLASS TYPE'SA' GLUE TYPE'910' WINDOW DOM GLASS TYPE'DA' GLASS TYPE'Sr wmm Hww Ecr.(+) INT.(-) t7O.(+) INT.(-) wim HEIGHT ExT.(+) 1Nr.(-) Exr.(+) 1Nr.(-) WIDTH HEIGHT EXT.(+) INT.(-) OU.(+) INT.(-) 20' 110.0 194.3 110.0 195.0 26' 86.7 6&7 110.0 169.0 19-1/8' 110.0 195.0 110.0 105. 24• 110.0 181.9 1100 195.0 24' 73.4 73.4 110.0 120.0 28-1/2' 28, 110.0 2D3.0 110.0 198.0 13 28' 110.0 13&8 110.0 195.0 28• 64.2 84.2 110.0 126.0 37' 110.0 145.4 110.0 198.0 Z- 30' 30• 38' 110.0 129.5 110.0 190.0 30• e6' 60.6 80.6 110.0 118.2 42' 110.0 128.1 110.0 194.0 32" 770.0 121.4 110.0 195.0 32• 575 57.5 110.0 112.2 19-1/8" 110.0 190.0 110.0 195. 36' 1079 107.9 110.0 195.0 36• 60.0 6010 26-1/2' 1160 1375 110.0 195.0 p W - - 38-3/8' ccc�� C3 � 40" 97.1 97.1 110.0 120.0 40' 80.0 B0.0 - - 3T 985 SIM 110.0 120.0 42' 92S 925 110.0 120.0 20' 66.4 6&4 110.0 120.0 42' 86S 889 110.0 120.0 a� 20' 110.0 166.8 110.0 195.0 24' 58.1 56.1 109.3 109.3 19-1/8' 11010 1445 110.0 195.0 N 24' 110.0 138.8 110.0 198.0 28' �, 489 4&9 95.3 95.3 26-1/e x-5/8' 99.7 104.3 110.0 184.0 O N1+mi 28' 110.0 11&9 11010 195.0 30" 4810 4810 89.8 89.8 37' 74.7 74.7 110.0 120.0 13 3 N 30• 4r 110.0 111.0 1$010 195.0 32' 43.6 43.6 8&0 85.0 42' 65.8 65.8 110.0 120.0 z Z ti 32' 104.1 104.1 110.0 120.0 38' BOA 80.0 - - 19-1/8' 98.7 1042 1160 195.0 36' 925 92.5 110.0 120.0 32' 78• 60.0 60.0 - 26-1/2' 749 7710 110.0 120.0 sr 40• 83.3 83.3 ."110.0 120.0 36' 8010 60.0 - - 37" 6010 MO 110.0 117.0 O g 4r 79.3 79.3 11010 120.0 20' 52.0 8210 101.3 101.3 42* 60.0 80.0 - - O 20' 110.0 148.7 110.0 195.0 24• Ta" 439 43.8 85.4 85.4 19-1/8' 63.0 6310 110.0 120.0 24" 110.0 121.4 110.0 195.0 28' 36.1 38.1 74.3 74.3 26-1/2• 74-1/4• 40.6 46.8 909 90.9 28' 104.1 104.1 110.0 120.0 32' 60.0 60.0 - - 37' 599 599 - - c1 30' 48" 97.1 97.1 110.0 120.0 20' 41.5 41.5 80.8 809 37" 77' 5613 56.3 - - C 3r 91.1 91.1 110.0 120.0 24• 349 34.9 68.0 6&0 R $$R$ 38' 809 8010 110.0 120.0 28" 84' 545 54.5 - - Ik LMT MALL LOADS TO 171.0 PSF 40• 729 729 110.0 120.0 30' 51.2 512 - IS USED ®8 LT POINT LOCK 8Y'INETRLOCiC g 42' 69.4 69.4 110.0 120.0 32' 46.3 20• 110.0 1295 110.0 196.0 Iklk SIZE 37'X 77'APPLICABLE TO RANGE FRAMES ONLY 24' 98.0 107.9 1$0.0 195.0 SEE SHEET 1 28• 925 92.5 110.0 120.0 NOTE: •• ••• • • • • • •• m""" 30' aaa Clea t$ao lzao • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE 30.' �• eas loos t1a10 1zo.0 • s •• • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) S 36• Its 719 ttaa 120.0 • •• • • • • ••• • AND FLORIDA BUILDING COMMISSION 2 - • • • • • • • • • DECLARATORY STATEMENT DCAOS-DEC-219 40' 849 649 110.0 120.0 •• 000 •• • • • •• 42' 61.7 61.7 110.0 120.0 E.V.JAYAO AHMAD PRODUCP It8VLS8D 20" 98.8 IMS 110.0 198.0 ••�J CML as complying with Ow Fto$da 24' BSS 9&4 110.0 120.0 ••• •:• •••N01 • • • �•FIA PE""' A92 W=plmtto No L 28• 76.7 8103 110.0 120.0 • • • t073.2 776 110.0 120.0702 las 7too lzao • • FO: 118.0 tOt t.iF = 16.34 SQ. FT. �}649 e4.s t La o 120 0 ••• • ••• • 110.0•s 95.0• SF = 10.00 SO. FT.40* 00 emc 42• 60.0 60.0 - - I APR sheet q.of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 M _ TYPICAL.ANCHORS SEE 1].LV.FOR SPACING SHEET EET 6 FOR DEXRiPTION TYPICAL ANCHORS TYPICAL ANCHORS SEE EM.FOR SPACING SEE ELLV.FOR SPACING METAL P 1 SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION STRUCTURES ADN. s C; 3/8' HL SEALANT SEALANT �'C 8 c a � s ' •a aa.a• ad6 21/8' ` •; .a Qa.e •. dam 21/8' MIN. .a • � v � s• 1 GI o ct °• v• . . �v a. ., � • d '1'MIN. � Y MIN. TJ.z 2-1/2'MHN. 2-1/2'MDL tf�SSALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE ,Mgt PRESSURE TREATEDTMA E WR PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z ON ALL FOUR SIDES&SING WOOD ON ALL FOUR SIDEVUSING WOOD MAIL STRUCTURES a pww O J_ MIN. � Q TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS qj SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING SEE SHEET 6 FOR OESC6POGN SEE SHEET 6 FOR DESCRIPTION _ SEE ELEV.FOR SPACING ^$ I I T I I SEE SHEET 6 FOR DESCRIPTION 13/8- II if 2 Z SEALANT I 1 SEALANT II iI v� �} O ii ii =i---�I _ a ••< MIN. � � :oa� '.• �'. :AIV a '. .'. •' Buctc INSTALLATION BY OTRERS s BUCK INSTALLATION BY OTHERS m m t' MIN. 1•MIN. ATTACHMENT TO € APPROVED MULLIONS INSTALLATfON TYPE 13' WOOD RUCK TYPE '3' INSTALLATION TYPE '4' W000'BUCK TYPE '4' $$ $ 6:PRESSURE TREATED 1.RATEBIAL:PRESSURE TREATED TYPICAL INSTALLATION DETAIL ••TYG#CCOL INSTALLATION bET�iJ'^L�^i• a ^'g'] ON ALL FOUR SIDESJUSING WOOD ON ALL�t 3`ID�i409§G 11�u m # • •• • • • • ••• •ALUC 4 b 2 •• •i• •• • • • •• 3/a'x r 3/4- so 2-1/2'LONG Ergrs JAVAD PLLObUCTREitham AT ANCHOR LOCATIONS FIA pE S 7RS92* Bu—plyingcod. ��1+ltar7da • ••• • ••• • • C.A.K.3836 rm= • • • • • • • • • • A• • • • • • • • ry) @� oanto jg•i • • •• • • •i • • 21797IIWOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN • •• • • • • •LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER CHOR LOCATIONTHEM TO THE BUHAING STRUCTURE. SHEAR CUP sheat 5 of 7 or • • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 TYPICAL ANCHORS SEE ELEV, FOR SPACING z SMSHEET 8 FOR OESCRI+TION O METAL TYPICAL ANCHORS TYPICAL ANCHORSSTRUCTURES 9 ELEV.EL .FOR SPACING SEE ELEV.FOR SPACING 1je'11-0C.MIN. 0 SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 0. I 1 3/8• I W QaQ� e • o I •'a,a•` a� 2 1/8" I •<, a� 2 1/8' \ Y3 r .- MIN. o a o �LI lU•L d 't'MIH. O 2-1j2•MIN. 2-1/2'MIN. N INSTALLATION TYPE 't' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE bIATE8186 PRESSURE TREATED PRESSURE TREATED z of TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO yI ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES $ L' 1/8'MIN. n J_, TYPICAL ANCHORS y W to SEE ELEV.FOR SPACING TYPICAL ANCHORS T YPICAL ANCHORS SEE SHEET 6 FOR DESCRIPTION a 3%2,o SEE ELEV.FOR SPACING ELEV.FOR SPACING r T i Z SEE SHEET a FOR DESCRIPTION SHEET 6 FOR DESCRIPTION 1 I UATTACHMENT TO s BUCK INSTALLATION BY OTHERS ° TALLATION BY OTHERSAPPROVED MULLIONS INSTALLATION TYPE '3WOOD BUCK TYPE '3' INSTAMIN:4 '�' ••• i i J&D BUCK TYPE k9IE619l:PRESSURE TREATED • • •• • • • • PRESSURE TREATED TYPICAL INSTALLATION DETAIL •••TYGICEL kk&86 I&L••• ON ALL FOUR SIDEVUSING WOOD ON ALL FOUR SIDES&SING WOOD Eagr.JAYPD AHLWWZ PRUDTICTRBVlSBD CUL 5' RA PE 79582 B comdwah the Florida BuL • ••• • ••• • • aw. tdtoa code � • • • • • • • • • • Aeeeptooe Tao .0( '000 • • • • • rattan Dace •• ••• ••• ,-30209 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • •• • • e • • • BY d droxirtg no. ••• • ••• • •• ! �� MJ Product Cot�rat LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER r 0011 THEM TO THE BURRING STRUCTURE. shoat 5.1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 8 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SWEET 8 FOR DETAILS ANCHOR W/O SHEAR CUP ANCHORS 18TH SHEAR CUP ANCHORS W/O SHEAR CLIP ANCHORS WPTH SHEAR CLIP ANCHORS W/O SHEAR CUP ANCHORS 18TH SHEAR CLIP WINDOW Dw. AT 17"O.C. AT 10'O.C. AT 17"O.C. AT 10'O.C. WINDOW DIM AT l7"O.C. AT 10'O.C. AT 17"O.C. AT 10'O.C. WINDOW DIM AT 17"O.C. AT 10"O.C. AT 17'O.C. AT 10'O.C. O WIDTH HEIGHT EXT.(+)/O7T.t-)IXI'•(+)/IM•(-)-(+)/INT.(-)EXL(+)/BFT.(- 7AOTH HEIGHT E%T.(+)/TNI'•(-)OR.(+)/htlT•(-)IXL(+)/iNT.t-)IXLt+)/INT•(-) IM07H HEIGHT OR.(+)/DNL(-)EXr(+)/IM:(-)EXC(+)/OR.(-)EXT.(+)/PH.(-) J 20' 195A 195.0 154.8 195.0 32- 76" 133.2 195.0 78.4 122.2 19-1/8' 195.0 195.0 149.4 195.0 24' 195A 198.0 129.0 172.0 30' 118.4 789.8 679 •708.8 28-1/2- 26' 195.0 195.0 107.8 161. i 28' 1929 195.0 110.8 147.4 20" 185.0 195.0 119.1 1905 37' 195.0 tS5.0 77.2 115.9 p 30' 180.0 195.0 103.2 137. 24" 173.1 195.0 99.2 158. 19-1/8' 195.0 195.0 1519 195.0 V 32" 78' 168. 795.0 98. 128.0 28' 78' 148.4 195.0 85.1 13&1 26-1/2' 38-3/8' 191.2 193.0 109.6 146.1 38' 15&0 195.0 86.0 114.7 30' 138.5 195.0 79.4 127.0 37' 1389 782.8 785 704.7 r 40' 139.0 180.0 77.4 103.2 32' 129. 195.0 74.4 II9J 18-1/8' 195.0 198.0 153. 191.9 }� 42' 12&8 171.4 73.7 98.3 2p• 185.0 1954 13L7 198.0 28-1/2' 50-8/8" 193.2 198.0 1102 138.5 M 20' 195.0 795.0 /32.7 17&9 24' 84, 195.0 195.0 110.6 1889 32- 138.4 173.0 792 99.2 n G 24" 7929 195.0 110.6 147.4 28' 185.3 195.0 94.8 1422 19-1/8' 795.0 19&0 1232 185.0 VVV t0 28' 1853 195.0 94. 12&4 32' 1842 195.0 88.5 132.7 26-1/2' 1552 19&0 894 155. 30" 42' 154.3 195.0 885 1t79 37' 111.2 194.6 63. 111.8 ss• 18: 32- 144. 192.9 829 110. 42' 984 171.4 86.2 982 d 36' 12&6 171.4 73.7 98,3 19-1/8" 195.0 /95.0 130. 185.0 r 40" 115.7 154.3 88.3 a" 28-1/Y 74-1/4" 104.7 195.0 94.4 751.1 42- 1102 148.9 83.2 842 37' 1179 188.8 87.8 108.7 20" 10&0 195A 154. 193. V 24' 195.0 19&0 129.0 161.3 28' 1929 195.0 110.6 13&2 30' 180.0 195.0 1032 129.0 32' '�" 188.8 t95.0 95.8 1209 Tu TYPICAL ANCHORS: SEE DAY.FOR s•PAcNc 36" 15MO 187.5 86.0 107. t] t�/4" DIA. KWIK-CON D BY 'HILTI' FU-183 KSI•F 157 KSI 40' 13$.0 188. 77.4 88.8 ( y ) 42" 728. 180.7 73.7 92.1 1/4" DIA. ULTIRACON BY 'ELM' (FU=177 Kst,Fye155 K57) 20" Is" 195.0 137.6 19&0 INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 24' 185.0 195.0 114.7 172.0 O:in M 28' 171.4 195.0 se,3 147.4 i-1/2" MIN. PENETRATION INTO WOOD 30' 160.0 195.0 91.7 137. THRU 18Y BUCKS INTO CONC. OR MASONRY Z z U 32- . 150A 19&o 86.0 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0- 36" t332 105.0 79.4 114.7 DIRECTLY INTO CONC. OR MASONRY U 40' 120.0 180.0 88. 1032 ' 1 42" 114.3 171.4 855 98.3 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o 26" 7954 105.0 123. 18&8 I 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 24" 180.0 195.0 103.2 154.8 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 28' 154.3 195.0 88.5 137-7 I INTO METAL STRUCTURES 30' 144.0 195.0 82.6 123. ANCHORS.W /8"THK. MIN. (FY c R' 0 SHEAR CUP ANCHORS 1T1TH SHEAR CLIP STEEL : 1 R` @ 37.• 135.0 1e195.0n o .4 71e.1 / ALUMINUM ( 36 KSI MIN.) : 1/8"THK. MIN. (6063-TS MIN.) 38' 720.0 180.0 88. 1032 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 40' 108.0 162.0 619 929 42" IOU 154,3 594 88. TYPICAL EDGE DISTANCE � 20' 195.0 195.0 140.7 1854 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 24• 79&O 195.0 117.3 1642 INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4 7.8' 175,3 18&0 too. 140.7 •• ••• • • • • • •• MIN. 0 m^^ ^ • w • • • • • • • " 3O' 80" 163.8 195.0 93. 131.3 • • •• • • • • • 32' 153..3 185.0 8&o 123.1 • •• • • • • ••• • CONCRETE AT HEAD, S44 OR JAM0S Pc - 3000 PSI MIN. °c • • • • • • w • • C-90 HOLLOW/RLLED'BLOCK AT JAMES Pm a 2000 PSI MIN 38' 136.4 1909 7&2 t09. •• ••s •• • • • •• 40' 122.7 171. 70.4 88.6 20' 19&0 195.0 129.0 180. Ems: 1NldAD P�RODUCTRRVISHD 24" 1875 185.0 1075 150. FLA.1'E&TO DW�°S'C doR Ow P � ^ 28' 72- 1�.7 t9&o 9Li 1294 • ••• w ••e • • + AeeepWm NZ, , s • • • • • • • • • 1 mvtw-D30' 150.0 !95.0 a" 120.4 • • • •32- 140. f95.O 80.6 112.0 w 0 i• • i i qg By125.0 1784 71.7 100,3 ••• • ••• • •• • 2014 A 0 dro9ring no. (APR� ' 9h69t 6 of 7 or • w • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS V y OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK A01 g INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER SHEETS 338LEFW FOR WINDOW CAPACITIES 0.M � WINDOW Gum '"NM DIME. WINDOW DINS. cq0� WIDTH HOW OR.(+) UR.(-) WIDTH HEItBtf IXG(f) D4T.(-) MOTH HEIGHT -4+) INLt-) 0 3 20" 110.0 19&0 20' 1059 12MO 19-1/8° 11010 195.0 P 24' 110.0 198.0 24' 90.8 120.0 26-1/2' 110.0 195.0 28' 110.0 188.5 28' 76' 805 110.3 3Y 28' 110.0 184.2 a 30' 38' 110.0 182.4 30' 78.3 104.7 42* 110.0 152.4 32' 110.0 1795 32• 60.0 80.0 J t9-1/8" 110.0 195.0 38' 110.0 177.3 38- 80.0 60.0 26-1/2' 38-3/8' 110.0 172.6 V 2( n VVV a 40' 1059 14&1 20' 102.7 120.0 37' 110.0 188.3 0 42' 97.0 120.0 24' 88.2 120.0 42' 95.7 120.0 4 a Qg 20' 110.0 179.6 28' 76° 77.9 120.0 19-1/8' 110.0 195.0 'a 24' 110.0 159.6 30' 73.9 101.$ 26-1/2° x-5/8' 4'I 110.0 154.7 i , W�IXS I ' 3 28' 10&9 148,8 3Y 89.0 80.0 3Y 94.0 120.0 30' 42, 1039 1418 20' 110.0 120.0 42' 89.8 120.0 i 1 d 3Y 100.7 138.1 24' 97.0 1200 19-1/8' 109.3 149.9 1 t �d g F 38° 97.0 120.0 28' 84' 855 117.3 28-1/2- 13. 849 118.2 1 40' 95.2 120.0 30' 80.0 804 37* 67.9 93.1 1 $14 SMS 42' 98.0 120.0 32' 80.0 $0.0 42' 60.0 80.0 IAT 6'FROM 17°0.MAX. O JAMBS i 20' 110.0 195.0 19-1/e" 110.0 584.8 -> 24.O.C.MAX.AT HEAD/SA.L Z 24' 110.0 177 .3 26-1/Y 74-1/4' 88.4 118.5 {""��,,,JJ "',�'��J 28' 110.0 160.9 3Y 80.0 60.0 I __ �Sv AT 8'MFROM ENDS 30' 1104 154.8 19-1/8- 109.8 120.9 InSVLJ 17"O.C.MAX.AT JAMBS 0 48° "32' 109.1 120.0 28-1/2° 76' 84.0 11& 24"0.0.MAX.AT HEAD/SILL � Y g � 36" 1035 120.0 37 1 60.0 1 80.0 1 I zw a 40• 999 120.0 19-,/a° 108.3 120.0 42- 95.0 120.0 26-1/2• 77- 82.7 113.4 20' 110.0 174.1 37' 804 60.0 24lKLiwkw, 110.0 152.0 Z Z 26' 999 120.0 39' 955 120.0 •4.•4 ..e', <, `i 'Y d - 32" 919 120.0 38- SC2 118.2 '^ . o-1 ATYPICAL ANCHORS TYPE'A'OR'8' TYPICAL ANCHORS TYPE'C' V o 40' 82.2 112.7 AT 6'FROM ENDS AND AT 6"FROM ENDS AND D 42' a0.$ It" 2 1/2'MIN. 17'O.C.MAX.AT JAMBS 17.O.C.MAX.AT JAMFSS 20- 110.0 183.2 Epi Dom, 17"O.C.MAX.AT HEAD/SILL 1'l,AN. 24'O.C.MAX.AT HEAD/SILL 24' 97.8 133.0 INSTALLATION TYPE 'S' INSTALLATION TYPE '6' 28. 11e9 110.0 TXPICAL ANCHORS: SEE ELEY.FOR SPAGNG 20Y WOOD BUpC OR WOOD slRucruREs M. elf 629 1135 A - foo DIA. KMK-CON 11 BY'HILM (Fu=183 KSI,Fy.Is7 KSQ C 32' 79.4 110119 TYPICAL INSTALLATION DETAIL 38' 739 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 40' 80.0 0.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 42' 1 1 8010 60.0 B - 1/4• DIA, U TRACON BY ' O' (11w177 KSI,Fy-155 W) 20' 110.0 171.0 M ro'na 24• 107.8 120.0 DIRECTLY INTO CONC. OR FILLED BLOCK •• ••• • • 2*0 • .845 $a 1° 85.9 120.0 1-1/4" MIN. EMBED IWO CONCRETE • • • • •._ • • • .� � 30• 88° 91.3 ,20.0 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS •• •i 05 i� 590 • • R c - 32• 87.3 119.7 C - ,014 SMS (ORADE 2 t2tS) ••• •w e • • 1.125 38' BOA 110.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 49" 60.0 80.0 ,.438 Bzgn dNcm wwn*ytna with�81aWa , 1-1/2' MIN. PENETRATION INTO WOOD Y `\+ 20" 110.0 1545 .125 .903 !PEi 70582 Buildius Cade 24' 974 120.0 TYPICAL EDGE DISTANCE • ••• • ••• • • A--q:-we Too .,0 • • • • • • • • • rettoa 1_ 20.' 9&9 117.9 INTO CONCRETE AND MASONRY = 2-1/2- MIN. • • • ALLIAUM / ��,,Q,� 9�l Cii • :OPTIONAL COVER ,_� ,+� � � 3 30' �° 6,0. 112.0 IWO WOOD STRUCTURE = 1" MIN. •i i• • •i i l •i i i B0� �� t ! P^ draertng no 3Y T7A ,�A CONCRETE AT HEAD.SILL.OR JAMBS Mb- 3000 PSI Ill.* • ••• • •• • / 3 0 099E 38• eo.0 so.c C-90 HOLLOW/FARED BLOCK AT JAMBS Pm -2000 PSI MW. �--'� W98-100 ahaet of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Cl- (J oe �d W 5 � mu mm 6 o BY: AM IN• ,•, 0000 { 000:6. 0000Sees .. =- e� 0000.. •••..0 • • 0000•• • •• • • • . . 0000• •• •• • • •• • 0000.. ` 0000•• • • • . , , • I • 0000 0000.• as • ••• ••••.� re� Village J ®ATEBY LL T ;;Is.n t;T 1Oc;c 1ANCFWITHALLFEDERAL Li Hl)I FS AND REGULATIONS 16 C2 4 " / V � S � C4- Tkt a &® Ci m M 'y) 9999.. . itsN S 9999.. 99:99 •9999. ;9999; 9999 • . 9999.. 9999 .. .. .. , 9999.. 9999.. 0. . 9999 99990 . . ... .9066. (V)v rh O L 4i I e-voton ys LA 7 ( 6 cY. 3 `V v` e n� f F9 vi (Y) 0 . ICY) •• • i•••\ fes( • •••• •••••• • s •• • • ••• •l•••• • • • • • m qt), e--- CY