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WS-14-1634P Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218133 Permit Number: WS -7-14-1634 Scheduled Inspection Date: September 23, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MITCHELL, JOHN Work Classification: Window/Door Replacement Job Address: 9330 NE 12 Avenue Miami Shores, FL 33138 - Project: <NONE> Contractor: DEPENDABLE SHUTTER SERVICE lsunamg uepartment comments IMPACT WINDOWS Phone Number Parcel Number INSPECTOR COMMENTS False 1132050070160 Phone: (954)583-1411 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-216772. No access, no one home Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 22, 2014 For Inspections please call: (305)762-4949 Page 13 of 32 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �LDING ❑ ELECTRIC ❑ ROOFING JUL IR 9914 FB C 20 k-3 2 Master Permit No. Ljj S I y— t (43 L1 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Cf V Z)C) 4 ' -,I City: Miami Shores County: Miami Dade Zip: '331 3l� Folio/Parcel#: t I - -52-05- (:)n—i -o � u l) Is the Building Historically Designated: Yes NOy Occupancy Type%. ' Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �-(\ � -�- C--V\52OY-N C-�4 Phone#: %g L G - 25� 1 --7 y U3 Address: q3�� l�\.�. \� City: ti�A i C).r -- `.�%-10� �� State: Zip: c'��' Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: hone#: 9 -4 —5g J' H) Address: Lk-ILAI :.\&i Lk City: -'G 2 State: -(::C— Zip: Qualifier Name: �AP \ Y1® ncn„C :� C Phone#: State Certification or Registration #: Certificate of Competency #: O n DESIGNER:Architect/Engineer: Phone#:9514 -- uSu -ocbq, Address: \ U c - \ 2 '� _ '-= \� City: 02C-::' CQ2k24ate: 4 Zip: LJVAZ Value of Work for this Permit: $ . 14�I b P Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace Description of Work: ❑ Demolition Specify color color of color thru tile: (� _ Submittal Fee $ Permit Fee $® ` d✓ `-' CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature)6- 4L dig Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 T� , by 6Z 3 day of J 20 by Jo4d 41+7GAef/r , who is personally known to �°��.�ta std QQ?, who ie ersonally known me or who has produced 19c as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: t 4 _ a Seal: identification and who did take an oath. NOTARY PUBLIC: Print: Notary Public - State of Florida My Comm. Expires Feb 19, 2017 Seal: Commission # EE 876476 Notary Public - State of Florida Commission # EE 876476 ���x* l/�b APPROVED BY flans Examiner Zoning Structural Review IRav1cadn7/74/7n14i Clerk NUL-la-2014(MON) 14:21 P.002/002 A"C CERTIFICATE OF LIABILITY INSURANCE °"' 07/14/14 ' �_ _ _ 0711aN4 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONKERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE, DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT' It the certificate holder Is an ADDITIONAL INSURED, the polloy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to. the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate door not confor rights to the certificate holder In lieu of such ondorsoment(s). PRODUCER -- —� CONTACT -NAME Accredited Insurance , ' ONE (954)964-5444 AX...11ol+_._ (954)964-0772 6099 Hollywood Blvd DORCSS' Insureyourhome@aol.com Hollywood; FL 33024 „—�IN5URE e1 AFFOSoIwo COVERAGE NAIL e Phone' (954)964-5444 Fax (964)964-0772 INSURER A I OMEGA INSURANCE 38644 INSURED INSURERS; ' Dependable Shutters INSURER c : 4741 SW 45th Street INSURER D Davle, FL 33314- (954) 749.1605R " _ _ INSURER : COVERAGES CERTIFICATE NUIt kR: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCP 11STE0 BELOW kVE*BEEN ISSUED TO T'H@ IN90R@6NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 9XCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN Si LTR TYPE OF INSURANCE _.... GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE FYJ OCCUR ❑ _ ❑ GEN'L AGGREGATE LIMIT APPLIES PER: Rf- POLICY ❑ PR _ ❑ LOC ADD INSR Y OR WVD n ... _..... _ , POLICY NUMBER OUS009062-212 LLI!CCyy�� I MIDplYT1f1r1..IMfIIDDKYYYI 03/29/2014 uu��yy ��xpp 03/28/2015 _ " .. LIMITS A _ _ _EACH OCCURRENCE § 1,000,000-00 DAMAC& TO RENTED 100,000.00 PREMISES (Eh cW venae $ MRD EXP (Any DnD par�.anl_ 3 5,000.00 "" ' -- PERSONALS AOV INJURY $ 1,000,000.00 GENERAL AGGREGATE S 2,000,000.00 PRODUCTS - COMP/OP AGG 3 1,000,000,00 3 AUTOMOBILE LIABILITY ANYAUTO ALL OWNED SCHEDULED ❑ AUTOS ❑ AUTOS ❑ HIRED AUTOS ❑ NA p 1flMED ❑ UmBRBW1 LIAR ❑ OCCUR EXCESISLLIAB ❑ CLAIMS -MADE 41- �D MINGLE LIMIT 1041-HEN" BODHHIL�rYIINAJRY(Perparson) 3 BODILY INJURY (Per $ PROPER AMAGE a EACH OCCURRENCE $ AOOREOATE $ InI I I DED 1 1 RETENTION $ _ i WORKERS COMPENSATIONI' AND EMPLOYERS' LIABILITY YIN ANY PROPRICTORIPARTNGRICXCCUTWC- • OFFICERIMEMBER EXCLUDED? (Mandatary In NN) U ttyybbee darecrlDeunder DES,CRP'TION 0f-0E,ERMI`'ION9 Delory N I A I WC 6TAtU- I I OTH- M(rs l: E.LEACH ACCIDENT S E.L. DISEASE -EA EMPLOYE 3 EL DISCASC •POLICY_„ - DESCRIPTION OF OPERATIONS I LOCATIONS I Vr)GCLF_S (Attach ACORD 101. Additional Remarks Schedule, If nears space le required) LICENSE # 06BS000SS CERTIFICATE HOLDER CANCELLATION a ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE . City Of Miami Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10060 NE 2 Avenue ACCORDANCE WITH THE POLICY PROVISIONS, Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE 0 1968.2010 ACORD CORPORATION. All rights resorvod. ACORD 26 (2010105) OF The ACORD name and logo are registered marks of ACORD ACOR 70CERTIFICATE OF LIABILITY INSURANCE DATE (MM1DDNYYY) 07/09/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Bouchard Insurance for WBS P.O.Box 6090 Clearwater, FL 33758-6090 CONTACT NAME: PHlAtONE 866 293-3600 ext. 623 ac No E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: American Zurich Insurance Company 40142 INSURED INSURERB: Workforce Business Services, Inc. Aft. Emp: Dependable Shutter Service Inc 1401 Manatee Ave. West Ste 600 INSURER C : COMMERCIAL GENERAL LIABILITY Bradenton, FL 34205-6708 INSURER D : INSURER E : INSURERF: AMAGE RNTED PREM SES EaEoccurrence $ COVERAGES CERTIFICATE NUMBER: 13FL079807676 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY AMAGE RNTED PREM SES EaEoccurrence $ CLAIMS -MADE F -I OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ $ POLICY PRO- JFCT LOC AUTOMOBILE LIABILITY M I D SINGLE LIMIT (Ea accident BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS PROPERTY DAMAGE $ Per accident NON -OWNED HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED I I RETENTION $ $ A WORKERS COMPENSATIONX AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER)MEMBER EXCLUDED? (Mandatory In NH) NIA WC 90 -OD -818-03 12/31/2013 12/31/2014 WC STATU- OTH- E. L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 Ii yes, describe under DESCRIPTION OF OPERATIONS below Location Coverage Period: 12/31/2013 12/31/2014 Client# 002837 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) Coverage is provided for Dependable Shutter Service Inc License OSBS00085 only those employees 4741 SW 45th St leased to but not Davie, FL 33314 subcontractors of: t_FRTIFICATF I4n1 nFR r`eNCFI I OTInN City of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rignts reservea. ACORD 26 (2010/05) The ACORD name and logo are registered marks of ACORD Jul.29.2014 11:27AM �Al OWL SEC. No. 4772 P. A. r The if A;" • The if A;" • Jul. 29. 2014 11:28AM ConstructioTQ n Trades 9oard 13USINESS CERTIFICATE Op C6fiPi ENCY- :' OSBS00085 ,f4`.,CEPEND'161,E SHUTTER SERVICE IiLC i D.a.r,.: TW0MMON WAYNE C Is certified uridartBe prcyiSions 0`Chsrter 10 of Mjgmi-Dade County �' : !`D t►R CC31U"t`h�;C•�-IIV UNTIL4S130124 4; 002.3 GQLA$g1FYINC TRgbEfaj 0029 "LASS GLAZING METAL AWNG R SHUTR lylm No. 4772 P. 2 NO=E OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON 1'145 JOB SITE AT TIME OF FIRST I�.PECIVN PERMIT NO, TAX FOLIO NO, f: -- STATE STATE OF FLORIDA COUNTY OF MiAMI•DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and in accordance with Chapter 713, Florida StaMes, the follow(ng information is provided in this Notice of Commencement. This Notice of Commencement should be recorded at: The Cleric of Courts Miami -Dade County Recorder Courthouse East 22 NW First Street, Ist Floor, Miami, FL 33128 OR Bk 29213 Ps 33768 QPa) RECORDED 07/01/2014 13:34:37 HARVEY RUVINP CLERK OF COURT MIAN170ADE COUNTYP FLORIDA LAIST WAGE 1. Legal description of property and street(address: g --z . 2se& Af g7fe�e,,7- GoT *r s so 433 e:) /r/,eE / 2 !'ter �r �r� % , ��d�cr /�C- 3 /�� 2. Description of improvement: 3.. Owner(s) name and address: Interest In property: Name and address of fee simple titleholder. 4. Contractor's name and address: S. Surety. (Payment bond required by owner -from contractor, if any) Name and address: Amount of bond $ 8. Lender's name and address: 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different %te isfipigifled) . ,,r Signature of Owner - " `- Print Owner's Name.. tk/q C P M C 41F I Prepared by Sworn to and subscribed before me this - 2 day of j C" gI* , 20 . Notary Public Print Notary's 1e My commission e) s; STATE OF FLGRlS7A UiUTY OF DADE i HERE13Y CERTIFY that this is a true copy of the in iti ,,gq A D20 day of ori in d iSO 9 � �U1 ESS gay hangand Officiai Seat. HTV RUU CLERK, of Circuit an ounty Courts _ l 1 ice+ n R., CD /Y r / Con � G !� CLERK �`� � Qe N GOO P E TRUST OC e tea„_ . &` ZACHARY WYNN a °? Notary Public - State of Florida saN�9r �`o; My Comm. Expires Feb 19, 2097 Commission # EE 876476 DSOG EXCELLENCE 1 IMPACT GLASS, ACCORDIONS A ROLL -DOWNS -NIGHISE SPECIALISTS ® SALES e SERVICE e INSTALLATION DEFFADA811 san>r> OR GUSS LICENSED A INSURED The compmryyos can DEPEND onl 954.583.1411 a vwuw.dependableshufter.com DEPENDABLE SHUTTER AND GLASS a P: 954.583.1411 • F: 954-791-0840 4741 ORANGE DRIVE, DAVIE, FLORIDA 33314 6 ov6e.E CC# 06 -BS -00085 a CC# 05 -AE -11408-/X • CC# U-21156 0 CC# U-21693 PROPERTY OWNER: �75d,! PURCHASERlAGENT: OF NOT PROPERTY OWNER) 4 9O ®� �, #V e JOB SITE ADDRESS: 7 v mowm. 5mgey, iL 33e3e, DATE: 60 9 / 786 028/ 73140 ESTIMATED RESIDENCE TELEPHONE EMALADDRESS OTHER TELEPHONE DELIVERY: 5 - 1,00a 1VW-/4rS- 7116 K!/S Lam'//N /J /�rC/1 s �c>'f zv.✓l�L6"4e-s N Gfrim�T� /ac`s Au /yl i�L �L///i� 1 "Aw PAZ "a sHunmTYPE: ❑ ACCORDION ❑ ROLL DOWNS ❑ sroRMPANELS ❑ OTHER u��l�r� /rn✓ ❑ FILM YWACT GLASS ❑ NON -IMPACT GLASS o DOORS COLOR %�X� PENWGSRES: 1. 16. 2. 7/ Y�17 17. 3. 7y X3? -j 18. 4. 7ye,?e 19. S. 7Y e -T7 20. 21. 7. 22. 23. 9. 24. 10. 25. 11. 26. 12. 27. 14. 29. ME - ' W1 No 9, SME No LM OMNI n■a■M■M MIMIMIMI MM NINEMOM NOTES: 4u ;EPew 3!r a War shall have the right at any time to review contract terms and cancel If SALES PRICF 90 such review is not acceptable to Its Engineering Review DepartmenL In the event of cancellation by Sailer any deposit will be refunded. 'BUYERS RIGHT TO CANCEL° This is a home solicitation sale, and H you do not want the goods or services, you may cancel this agreement by providing written notice to the antler in person, by telegram, or by mail. This notice must in diwte that you do not want the goods or services and must be delivered or posbnarked before midnight of the third business day after you sign this agreement If you cancel this agreement. The sailer may not keep all or any part of any cash down payment Executed In three copies, on copy of which was delivered to, and receipt Is hereby acknowledged by buyer, this _ day of 20 _ SALES TAX TOTAL CONTRACT $ V/O 2.1 DEPOSIT Ik *BALANCE DUE $ .3R 8 o (DATE OF INSTALLATION REGARDLESS OF ANY OPEN INSPECTIONS) CUSTOMER INITIALS SALESMAN �. Maintenance Highly Recommended e• g% `o Dependable Shutter and Glass will offer the original purchaser lubrication and maintenance once or twice a year as required. From the date of installation, a minimum of a $100.00 charge is due each time this service is provided. Purchaser. Date WHITE - OFFICE YELLOW - CUSTOMER Name: Address: Mitchell John Job# 3775 9330 N.E. 12th Ave., Miami Shores FL 33138 Mean Roof Height 15 Building Width 50 Building Length 50 Type of Structure Single Family House 0 ® a �? Luk--t� -- - C Wi it I ALL FEDERAL �i �1f CiljlAT:01,]S � O•• ••• • • • • • •• • • • • • • • • • EXSISTING • • • • • • • • • EGRESS DOOR • •• • • • • ••• • O• ••• •O•• . ••• ••• • •• • • • • • • • • • • • • • • • •• •• • • • •• •• Page 1 of 11 VMS -6t; DEPENDABLE SHUTTER IL ��GLASS - TJac compaW yaea can DEPEND on! Office: 954-465-1411 Fax: 954-791-0840 - # Size Product Approval # 1 74 X 50 Impact Glass 11-1114.04 2 74 X 50 Impact Glass 11-1114.04 3 74 X 38 Impact Glass 11-1114.04 4 74 X 38 Impact Glass 11-1114.04 5 74 X 50 Impact Glass 11-1114.04 04/09/2012 FA01 Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENT'S AND CLADDING INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE C OIITO�N F AN1Z USE OF CRITICAL C Q O FOR' 2. TABLES VALID O L F N 3. TABLES VALID LESS THAN 10° SHA $ B 4. IDENTIFY THE B E CANNOT BE IDENTI fi 5. ALWAYS ROUND 6. CALCULATE THE TRI T E C THE SPAN LENGTH (HEIGHT) M YAP THAN ONE-THIRD. ,SPAN IEAiGTkI EQ WIND VELOCITY= 175 MPH MRH <_ 60' EXPOSURE 'D' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN Mean DESIGN PRESSURES (PSF)-ZONE 4 RoofTrib DESIGN PRESSURES PS -ZONE 5 Area Ft Height 10 15 20 25930 5a, MEAN -`19.1 -47.9 -47.1 -46.4 45 9 I I 0 -10 ft +45.3 +44.1 +43.3 +42.6 +42.1 30 35 -50.0 -48.7 -47.9 -47.2 -46.7 - v lift +46.1 +44.8 +44.0 +43.3 +42.8 -4t 6 _ 0 -10 ft -50.7 -49.5 -48.6 -47.9 -47.4 -46. 8 12 ft +46.8 +45.5 +44.7 1444.0 +43.4 +42.9 +42.5 1.9 -56.2 -51.4 -50.2 -49.3 -48.6 -48.0 lift 13 ft +47.4 +46.2 +45.3 +44.6 +44.0 +43.3 +42.8 -52.1 -50.8 -49.9 -49.2 -48.7 -48 14 ft +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 -52.8 -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 -59.2 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 16 ft +49.2 +47.9 +46.9 +46.2 1 +45.6 1 +45.2 +44.7 +44.4 +44.0 +43.1 -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 17 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 18 ft +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 +44.6 -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 19 ft +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 -54.9 -55.4 -54.1 -53.1 -52.4 -51.8 -513 -50.8 -50.4 -50.1 20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 -61.4 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -66.5 -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 26 ft +53.5 +52.1 +51.1 +50.3 +49.7 - ,4 - -58.8 -57.3 -56.3 -55.5 -54.9 28ft +54.2 +52.8 +51.7 +51.0 +50.3 $ + .8 -59.5 -58.0 -57.0 -56.2 -55.6 - .d 1 30 ft +54.8 +53.4 +52.4 1 +51.6 +50.9 + 9 5 + +48.9 -60.5 -59.0 -58.0 -57.2 -56.5 -5 . 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.Z +50. 9.9 -61.4 -59.9 -58.8 -58.0 -57.4 }I - 36 ft € +56.6 +55.1 +54.1 +53.2 +52.6 6.1 -62.5 -61.0 -59.9 -59.1 -58.4 -57 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 +49.8 -63.8 52.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -65.0 53.4 -62.3 -61.4 50.7 50.1 -59.6 -59.1 -58.7 50 ft +59.9 +58.3 +57.2 +56.4 +55.6 +U. +51.5 +5t1 53,7 -66.1 54.5 53.3 52.5 -61.7 -61.1 -60.6 -6011• -594 55 ft +60.9 +59.3 1 +58.2 1 +57.3 +56.6 +561 +55.r +SCO 546 -67.1 -65.5 -64.3 -63.4 -62.7 -621 -6Lg 51. 60.6 60 ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 Mean b}F1RH, PEAK ROOF DESIGN PRESSURES PS -ZONE 5 QF LEAST HORIZONTAL HEIGHT Roof QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. Tributa Area Ft HEIGHT ROOF I I HEIGHT Ight 10 IS 20 25 30 35 40 45 50 WALL ZONE FIGURES 5 Q �„j� ISO C MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 - z 0 -10 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 o v -61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 1-+ In lift • +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 -62'6 -60.1 -58A -57.0 -55.9 -55.0 -54.2 -535 -52.8 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 -64.3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 14 ft 0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 -6g•2 -61.4 -60.0 -58 8 56.2 -55.5 i6 ft +49.2 +47.9 +46.9 +45 2 +44. +44.0 -66.5 -63.9 -62.0 -6p.6[1 6 .8 -56.1 17 ft +49.7 +48.4 +47.4 .7 .8 +44.5 -67.2 -64.5 -62.7.2 S .tl -5 1 7.4 -56.7 18 ft +50.2 +48.9 +47.9 + ;2, 6t1 +44.9 -67.8 -65.1 -63.3 -6 . -57.2 19 ft +50.6 +49.3 +48.4 +47.6 +47. 6.1 +45.7 +45.3 -68A -65.7 -53.8 7.7 20 ft +51.1 +49.8 +48.8 .1 5 5.8 59.6 -66.8 64.9 63 58.7 22 ft +52.0 +50.6 +49.6 , +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 6 ft +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 28ft +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 -73.4 -70.5 58.5 -66.9 -65.6 -64.5 53.5 -62.7 -62.0 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 -74'6 -71.7 -69.6 -68.0 56.7 55.6 -64.6 -63.7 53.0 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +503 +49.9 -75.8 -72.8 -70.7 -69.0 -67.7 56.6 -65.6 -64.7 53.9 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 -77.2 -74.2 -72.0 -70.3 59.0 57.8 -66.8 -65.9 55.1 +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 R50:Rt -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 jR.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 491.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 59.7 -68.8 • pp •�'i' +65.9 +59.3 +58.2 +573 +56.6 +56.0 +55.4 +55.0 +54.6 2.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -703 -69.9 607ft +61.9 +60.2 1 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 CASE' PRESSURES. 'WORST CASE' IS !lS)WN VARIABLE AS DESCRIBED BELOW. WITH THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES =ER AS A SITE SPECIFIC CONDITION. = HEIGHT. IF THE MEAN ROOF HEIGHT IT. ISLE VALUE OR CONSERVATIVE ASSUMPTION. NG IN QUESTION (HEIGHT * WIDTH) OR ECTIVE WIDTH THAT NEED NOT BE LESS �J THE AREA BETWEEN STRUCTURAL NRTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING O E�105T CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO 0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH B SH D, • GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. S. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI-+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTS N ND VERIFIED BY THE GOVERNING BUILDING DEPARTM RANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFS I7 S. THIS SPECIFICA 0 I i A°ER ANY PRODUCT APPROVED CERTIFICATION. RE R .TTED TEST CRITERIA AND OTHER APPROVALS FOR DE G F TION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST B I CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL O S, M ORDINANCES. 7. NO CERTIFICATIO R1 I y OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY N, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. e= 100% OF b}F1RH, PEAK ROOF WHICHEVER IS SM QF LEAST HORIZONTAL HEIGHT DIMENSION OR 3Fi (1 QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a a a c� � HEIGHT ROOF I I HEIGHT p '"� o+r Ln • •. • • n 5 I 4 15 5 ® 4 160 SW 12th AVENUE, #106 � 5, _ _ WALL ZONE FIGURES 5 Q �„j� ISO C v t7 a O mw K -i Urc %. mare • 29.0 FLORIDA BUILDING CODE ENGINEERING o� o INR ISSWE • GSS TSB 03/05/12 1° m r •• 3 c� � REV - D H GHTS G TSB 04(09/1 • • • • ASCE 7-10, CHAPTER 30 EXPRESS ® p '"� o+r Ln • •. • • n V) • • DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 4z _ _ N MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 - z Ln O I -P W THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, RE AND SHAM.NOA'BEIREPRODBCEORN OLP BAR wlTHouTcoENro P PH: (954) 354-0660 FAX: (954) 354-0443 0 (? • • ASCE 7 10WWW•ENGEXP.COM Ps' N O N o v ••RKNGSTO ADD 0� HI HT ,OR THER• MARIONGSTO IS W�ARENOTFORMR'IEDANDI • • •• CERT OFAUTH#9885 z r m ! 1-+ In namunerarr io ror�ire•inu 009 8 • MIAMFOE MIAMI DARE COUNTY, FLORIDA ECTION DEPARTMENT OF PERM17ITING, ENVIRONMENTAND REGULATORY PRODUCT S C066TROcL Room 08 , AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NQA) wyrw miamidade.stov/Dara/ PGT Industries, Inc. '-- — 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction, materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including thevPI„9 = JUENCIUPTI : Series '99R 710" AlumiV127-10, orizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. titled"A um. Horizontal Roller Window, impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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 label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there Iia% begn no change in the applicable building code negatively affecting the performance of this ftaucl .... • TERMINATION of this NOA will occur after the expiration date or if there has been VfeVifion or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eadonempnt of any product, for sales, advertising or any other purposes shall automaticallytermina • to • • tey'ivOAV8.i11tf'e to comply with any section of this NOA shall be cause for termination and removal of NQA... . .. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade COAnty, FloridA, •and followed by the expiration date maybe displayed in advertising literature. If any po#'1jA *4 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 h0 m ufecturer qr i1S distributors and shall be available for inspection at the job site at the request of the Building Official!' * • This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMIDADECOUN" J' ' IZ ExpirationNOA No. 11-1114.0 2 g D ecember 21, 2016 Approval Date: February 1 , Page 1 PGT Indus—tries, Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 67-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS I. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. -FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Tess, 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, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI. -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) "' • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202•-94 � .. • � ; . , . • � . 2) Uniform Static Air Pressure Test, Loading pens Fac -TAS 202-44 3) Water Resistance Test, per FBC, TAS 202-94 ..... • 4) Large Missile Impact Test per FBC, TAS 201«9T • • • • • • 0000 0 .. 5) Cyclic Wind Pressure Loading per FBC, TAS=J4 :. 6) Forced Entry Test, Type "C" sliding window, Grade 10, • • % • • per FBC 24113.2. 1, TAS 202-94 and -per ASS42-04 • Along with marked -up drawings and installation diagram of :KOX ikwlinum horizontal sliding window, prepared by Fenestration Testing L'Ahd'ralory, Ine.,.Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by f4mundo Largaespada, P. E. (Submitted under NOA No. 06-040S.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 0000.. .0000. 0000.. 0000. 0000. 0000.. 0000.. 0000.. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE sumtTTED C. CALCULATIONS 1. Anchor verification calculations and structural prepared by PGT Industries, Inc., dated 10/26/06, Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 analysis, complying with FBC, signed and sealed by Robert L. D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and comp4ancg with t ij Y.BC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P OL • 0004, . (Submitted under previous NOA No. 11-0630.02) ...: • • • 5. Laboratory compliance letter for Test Report No. FTL-5330, is§Wdeby Fenestiation Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by ;4'jrlos S; da, P.E. 0000.. .. (Submitted under previous NOA No. 07-0815.09) 0000 0000 0000.. 0000.. .. .. 0000 .... Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 0000.. 0000.. .0000. 00.00 0 0000. 00.0.. 0 0000.. .0000. PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBI UMID F. STATEMENTS (CONTINUED) 6.. Laboratory compliance letter for Test Reports No.'s FTL4858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS I. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 1.2/21/2016. e..e : . 00.0 0.00.0 00 0 ... 000 000000 s. 000000 000000 0 . e 0000.. 0000 .. . .. 0000 0000.. . .. 00000 . 0000e . 0000 0000.0 ..eeee 90 ...000 e s . .sees. .. 0000 .00. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceimber 21, 2016 E-3 Approval Date: February 16, 2012 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMA CONSISTING OF (2) LRES OF 118° ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130-02. B. 516" LAMA CONSISTING OF (1) LITE OF 116" ANNEALED GLASS AND (1) LITE OF IV HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACffE OR SAFmxi(wpsAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFIZQKEEPSAFE MAXIMUM PVS INTERLAYER. Ac�pleawNO 7/16" LANA CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB I E. 716" LAMI CONSISTING OF (1) LATE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER SHEET F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SFE MAXIMUM PVB INTERLAYER GENERAL NOTES__ 1 ADM 2006 ALUMINUM DESIGN MANUAL• • • • GLAZING DETAILS».._„.... 2 G. 13/18" LAMI IG: (1) LITE OF IV OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 30 AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LRES OF 118" ANNEALED GLASS WITH A DESIGN PRESSURES.... -.3 080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS...--- 4VERT. D 9. FOR INSTALLATION IN TH • • • • • • • • mJFfL4lilAVE 3f iT, GL44SS 1�YPL•3 t!!L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. SECTIONS ............. 6 H.13118" LAMI IG: (1) LITE OF 118" OR 3/18" ANNEALED (MIN.) GLASS, 511W OR 318" AIR SPACE AND 6116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS......_.._ 5 OF I/8" HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXAITEEPSAFE MAXIMUM PVB INTERLAYER PARTS LIST -._—---6 EXTRUSIONS.__....___.... 7 1.13116" LAMA IG: (1) LITE OF 1/8" OR 3/1(rANNEALED (MIN.) GLASS, 6118" OR 318" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 11W HEAT STRENGTHENED GLASS CORNER DETAIL—_.... 5 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE„„.._.„_...„„ 8-11 J. 13!18" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.�GLASS, 3/16" OR 114" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN • . JJZ WW9 Orm D AMW1G 0_A.* BF t NOTE • • • .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. -Tom �8yt -• K.13/16" LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 3116" OR 114" AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVS INTERLAYER. L 13/18" LAMA IG: (1) LITE OF 1B" OR 3116" ANNEALED (MIN.) GLASS, 3/18" OR 114" AIR SPACE AND 7/16" LAMA CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS to" NTS 1 a 19 4127-90 E WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: M XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331P3"!o STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. Ac�pleawNO 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4868, FTL-4869 AND FTL-6330. ELCO TEXTRON NOA: 04-0721.01, 030225.05 ANSVAF&PA NDS -2006 FOR WOOD CONSTRUCTION t 1 I t ADM 2006 ALUMINUM DESIGN MANUAL• • • • `ON( LYNN S. THIS PRODUCT HAS SEE168 SIGNE1 & #ESfEDTO.KMfPIiY Vp THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH231 • • • • • • • • • • • it No. 58705 _ D 9. FOR INSTALLATION IN TH • • • • • • • • mJFfL4lilAVE 3f iT, GL44SS 1�YPL•3 t!!L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. _� _ _ _11 Y %�� u, 8TT�0� JJ ° H1 E FBC2010CQDECHANQE ,omTscHNOLoor NOKDrere..O 3427e Po.epx,am N;-(, . F134274 �— GENERAL NOTES HORIZONTALROLLO?KINDOW,IMPACT ' CS+ !�,SjlONALi���` A LYNN M¢lER P.E • . JJZ WW9 Orm D AMW1G 0_A.* BF t NOTE • • • RUMBA am. fts.11kUwFx 4/16/D7 a AtJlr Nn >Z a cumm -Tom �8yt -• Tkarb 5,., FJC 22810E J L 86,48 • • • _ • • _ • :.. • to" NTS 1 a 19 4127-90 E P." 6m • • • • • • • • • • 112" NOM. GLASS SITE 60,61,62 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 116" ANNEALED OR HEAT STRENGTHENED GLASS SAW NOM. 5/16" LAMINATED GLASS 112" NOM. GLASS SITE � � / 66,67,68,69,70,71 �'-�116• ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 116" ANNEALED OR HEAT STRENGTHENED GLASS 6118" LAMINATED S11� OR 316' AIR SPACE 118" OR 3116" ANNEALED OR TEMPERED GLASS QD 13118" NOM. 1/2" NOM. GLASS BITE C] EXTERIOR INTERIOR ["5 (ALL SECTIONS) 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .480 SOLUTIA OR DUPONT PVB INTERLAYER 2MGZANNEALED OR HEAT STRENGTHENED GLASS {� -I 7/16° I vampq 7/16" LAMINATED GLASS 1/2° NOM. GLASS BITE 72,73,74,75,76,71 316° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 716° LAMINATED 3116' OR 114" AIR SPACE 118" or 3/16" ANNEALED OR TEMPERED GLASS QD 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI •• ••• • • • • • •• as ••• 3• • • ••• • QD FOR INSTALLATION IN THFJ W$iZ"4VE 3%CT, GIIISS WPOS (P -L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. • NOKCWS. K 34 • • PA. Sqx I= NOXCWS. R 34274 ••• 0 0 0 ••• 0 • rte, I Fun 1 2 s 11 1 4127--10 Ius With the Florwe fepwNo I4 D310 G Mfmuil3edo LYNN. M/1' _v'i� �.� �Z�• JGFNSF' 'P '�� 14,.58705 LU ks-TA PLOWD ,NA•L,� A. Lvi„Idi.L�, RE P.B.•887� ••• • • • • ••• • • i i•••i i i i i•••i ••• • • • ••• • • TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 36 318" 48" 1 50 6/8" 64" 60" 63" 84" A,B,G,H +60.0 5Q.0 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 96" A,B,G,H +60.0 -6D.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 0.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 FOR INSTALLATION IN THEHVHZABOVE30 FT GLASSTYPESG- LSHALLHAVEA 1063!8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 0.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 g+60.O 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Q.0 +60.0 -60.0 +54.6 -54.6 +51.7 51.7 A,B,G,H +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 0.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED LG. GLASS UP TO 111" C,I +60.0 -60.0 CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UP TO 111" D,E F, J,K,L 1 +75.0 -75.0 UNCHANGED. TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 63" WIDTH TYPE TO 86 7116" ABC, G,H,I +60.0 -60.0 TO 86 7116" D,E,F, J,K,L +75.D TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEI WIDTH TYPE 26" 36" 38 318" 48" 60 618" 64" W. 83" W. A,B,G,H +76.0 76.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 raoDUCr REVISM --pIyft- t,aaea-dit BadftCaft 66" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +7112 -70.2 " A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.Q +75.0 -75.0 +68.1 -68.1 -63.8 UP TO 74" r+76.0 4�K'�' -75.0m!-ZA� GLASS TYPES: TEST REPORT FTL-4858 (XO)q, FTL-4859 (OX &)(D) AND FTL-5330 A. 5116" LAMI - (1/$- A. .090,1/8" A) G. 1311W LAMI IG-1/8" OR 3/16-A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (118"A, .090,1/8"A) B. 5/16" LAMI - (1/8e A. .090,1/8° HS) H. 13/16° LAMI IG-11W OR 3116-A (MIN.), 5/16" OR 3/8° AIR SPACE, 5/16° LAMI - (1/8"A, .090,1/WHS) �� C. 5/16° LAMI - (1/8" HS, .qW,1/ffV) i i • •X 3346JMI IG-1/8" OR 3116°A (MIN.), 5J16° OR 31W AIR SPACE, 5J16° LAMI - (1/8"HS, .090,lArHS) D. 7/16" LAMI - 16" A, .SV, 3/1frl1) • • (� (3/ A, .090, 3116°A) i i 33x3- awl IG-1/8" OR 3J16°A (MIN.), 3H8° OR 1/4" SPACE, 7116" LAMI - 16° �'; • •. -dc E. 7/16° LAMI - (3116- A, .W?3/lq;:iSI • i • • 23A6% AMI IG-1/8" OR 3116"A (MW.), 3116" OR 114° SPACE, 7/16" LAMI - (3/16"A, .090, 3/1(rHS) ., F. 7116- LAMI - ( HS, .090, 3116" HS) IL 13116" LAMI IG-1/8° OR 311WA (MIN.), 3/16° OR 114" SPACE, 7/16° LAMI - (3116°HS, .090, 3116-HS) _ � .�; 1� `_ E NOCNANQE7/0?4j PX -�.-. PRESSURES law ALUM. HORLZONTAL ROLLER WINDOW, IMPACF BTA _�•__ '�3aM '�iSS/ONALNOK3W4 •.•TECHNOUMO„nreDESIGN ��NMgNE*A !-FJtR:M c W MPM !�,®mss tea ALlI �.E [ygjb&Beam eawmeee sate ameot Dmb,Ns ea rJ. 3/19JgB • • • • • • • rsrs90 A►T3 3 w 99 4127-90 F P."sloe ••• • • • • ••• • • i i•••i i i i i•••i ••• • • • ••• • • 27 31W MAX. DLO 54 5/18" MAX. DLO FIXED VENT I I B B 27 3V 27 318" MAX DLO MAX DLO VENT FIXED i rz x ,L=�JL— • • 0 x I _ 110" MAX. WIDTH I.F. FRAME� {- oO 7/18° MAX. WIDTH I.F. 111° MAX WIDTH FLANGE FRAME 7/18° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/41/2-1/4) DETAIL C - XOX (1/3-1/3-1/3) NOTE: 33 8116" MAX. 33 9116" MAX, 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED DLO VENT i e J gad MAX SEALANT OR GASKET A ! FLANGE AANDSL I A FSE15 67 3!8" I ggd CONFIG. MAX MAX, DLO ALL / DLO ALL ' 15 I.F. FRAME L� / I / VENTS 62d MAX. PRODUCTRmncimIF.FRAME omolgaAL16oX ALL ncaepmnoeCONFIG.:iC,{•�.,�,'C••FLANGE FRAME ``N i • • • a �• W "�F. FRAME --+I `". C�� 'JGEP1Sg''• gMjAX ° F VIEW D-D`DE'tialL A - OSC 8RX0(FRAME CORNER CONSTRUCTION) No55705 &#Mt E MO7I{N48HEET � b � — I 1j' �' D • • • IMTEOHNOLOOYORM ELEVi477ONS NOKOMM R 34 ime �i ��'•.,PLOR10"haw �� NaPcR3Wa g HORI�ZgONTALROLLER�NDOW IMPACT '�.`,S�S/pNAL�?��` • • • • • • • tm7to NTS 4 11 4127-10 ^ L� rhe h P.E E P.eo ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • MAX 1 1 HEIGHT FLANGE FRAME MAX (VERTICAL JII EXTERIOR ti •• i4 ANGE FRAME) • C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR —* �— MAX, FIXED DLO —+-, MAX. WIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO ---I [-- MAX. VENT DLO — 4 MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL , SECTION, I.F. OWCHNOLOOY0RN6 NOXOMIB, FL 311 6 P.Q 80X'1628 NOXOMIB, 834274 HEAD (VERTICAL SECTION, I.F. FRAME) ••�wviwrwr.r+a.r♦rnr�uvrr i � tQ 1 Hatf 6 � 11 ��af27-iQ MAX. VERT DLO ���• N.( .TNN .. * NO -68705 iC "0'... 8TA E OF �. A ME PRABBm ITEM DWGNIREVI DF,SCRWTION 1%7ArL PGP# 1 4102 A FLANGEFRAMEHEAD 6063 -TEAL 612237' 2 4025 SASH STOP STD. ANTI LIFT CUP 6063 -TS AL 612244 3 71 #8X3/4PH.PANHEAD IN. 5/16° AIR SPACE, 5116" IAMI(V8"HS,.090PVA 1/8"HS 7834AA 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL • • 6 4136 FLANGEFRAMESILL 6063-T6 AL 64136 7 4137 SnLADAFTOR 6063-T6AL 64137 8 4131 1 IROLLERTRACK 6063-T6 AL 64131 10 712981 1WEEPHOLECOVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 40M A FLANGEFRAMEJAMB 6063-T6 AL 612225 14 4134 GASKET FORMAIN FRAME SILL JOINT 74134W/K 15 1155 #8X 1.000 UADPN. SMS 78WQA 16 4110 G SCREEN ADAPTOR 6063-TSAL 641100 17 4054 B FLXEDMEETINGRAIL 6053HD-T6 AL 64054A 19 1 4066 1 IWST?..187XZ% FIN SEAL 640680 21 4105 SASHTOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP , 250X270 BACK, FIN SEAL 616830 23 225-1 ROUJRHOUSING&GUIDE 4211M 24 226 BRASSROLLERWHEH.S BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441M 32 4006 D SASHME.Ef1NGRAIL 6963HS-T6 AL 640M 33 1235 1 IWSTP 170 X.270 BACK, FIN SEAL 67SI6G 35 1096 1 1SWEEPLATCH DIUCAST 71096 36 1016 98 X.625 PH. FL., SMS 7858 37 4126 SASHSIDERAIL 6063 -TS AL 64126 38 1683 WSTP.,2M X 270 BACK, FIN SEAL 61693G 39 7070 BULB WEATHERSTRIP .187 X.275 67070K 40 LIFTRAILCOVERCAP 74078"C" LORR. 41 4139 LF. FRAME HEAD 6063-T6 AL 64139 42 1 4140 1 ILF. FRAME SILL 6063-T6 AL 64140 43 4141 1 11Y.FRAMEJAMB 6063-T6 AL 1 64141 50 GLAZINGSIUCONE,DOW 899,995 ORUiVAIJ'NT 51 1224 MNYL GLAZING BEAD BULB (THICK 6TP247W,K .52 1225 VINYL GLAZING BEAD BULB 6TP248K 53 4039 B GLAZINGBFAD- 5/16° 6063 -TS AL 64039B 54 4044 B GLAZING BEAD -5/16"wimiLLKIT 6063 -TS AL 644703 55 4222 A aAZMBEAD-7116" 6063-T5 AL 64222 56 985 C GLAZINTGBEAD-7/16"W/GRILL KIT 6063-T5AL 6985 59 4067 C LAZINGBEAD-13116" 1 6063-T5 AL 64067 6o M ASS 5/16" " PVB v8" ) 61 " 5/16" IEAMI V8�A,a099P�B, V8" • 62 5/16° L"ll (14%M.0 P 8• • 63 ° 7/16° lE1I Ao '3! ° • 64 7116" LAMI 3/16" A,.090 PVB, 3/16° HS 65 " 7/16° IAMI 3/16" U3_090 PVB, 3116" HS ••• • • • • ••• • • 3/8" AIR SPA 5/16" LAM! I/8"HS .090PVB, Vg -HS) 69 13/16"LAMIIG•3/16"A IN.1511VAIR SPACE, 51]6°LAMI 1/8"A,.090PVB 1/8°A 70 13/16" LAMII0-3/16-A (MM.j 5116° AIR SPACF, 5116" LAMI 1/8°A,.090PVB 1/8" 71 13M LAMIla3/16'A IN. 5/16° AIR SPACE, 5116" IAMI(V8"HS,.090PVA 1/8"HS 72 13/16° IAMI 10-1/5"A MIN. 1/4" AIR SPACF, 7/16" LAMI (3/16-A,.090 PVB, 3/16"A 73 " 13/16"LAMIIG•I/8"A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 66 JGIASSJ 13/16° IAMIIQI/8"A QvM.j 3/8 -AIR SPACE, 5/16° LAW (1/8-A,.090 PVB. VS"A 67 ° 13/16" IAMIIGI/8"A IN. 3/8" AIRSPACE, 5/16° LAMI Q/8"A .090PVB,1/8° 68 ° 13/16" LAMIIG•1/8"A 04IN.j 3/8" AIR SPA 5/16" LAM! I/8"HS .090PVB, Vg -HS) 69 13/16"LAMIIG•3/16"A IN.1511VAIR SPACE, 51]6°LAMI 1/8"A,.090PVB 1/8°A 70 13/16" LAMII0-3/16-A (MM.j 5116° AIR SPACF, 5116" LAMI 1/8°A,.090PVB 1/8" 71 13M LAMIla3/16'A IN. 5/16° AIR SPACE, 5116" IAMI(V8"HS,.090PVA 1/8"HS 72 13/16° IAMI 10-1/5"A MIN. 1/4" AIR SPACF, 7/16" LAMI (3/16-A,.090 PVB, 3/16"A 73 " 13/16"LAMIIG•I/8"A IN. 1/4" AIR SPACE, 7/l6"LAMI 3/16°A,.090PVB;3/16° 74 13/16"IAMIIG•1/8"A IN.).1/4°AIR SPACK 7/16"LAM13/16"HS,.090PVB,3/16° 75 13/ 16"LAMIIG•3/16"A . 3/16"AIRSPAC$7/16°LAMI 16°A,.O90P 3/16"A 76 1 13116° LAW I(1.3/16"A (MIN.). 3/16" AIRSPACE 7/16'LANG (3/16"A..090PVB.3/16°11S) ��l� • as •• • i:�• •- • • � c. ..• .. • , �'I 2 710 2.624LL,==== .082 41 I.F. FRAME HEAD 54138,8083-78 77 MODUCTRE SM 2.784 � whh *$ Emit 3 Code t® 0 D 8.162 062 M TiM4 43 I.F. FRAME JAMB N #4141,6063 -TO `��� �Ny 6YNN 4j/4 l + — 2.710 42 I.F. FRAME SILL 54140.60M.T6 a1EC,1NOLOG„ PARTS NOK0Ml9.FL:; Pa 1� ALUM.I NOXOMI9, FL39274 y/y HKMO NTS 1 6 e 11 1 4127-10 .062 1. 73 1 73 1E22 �--2.710 O FLANGE FRAME HEADO FLANGE FRAME SILL #41102A,8063•TB #4136,6083 -TS 081 L ----IpFr--:062 11- .490 -- A 437 T- �-1.451- j 48 SASH STOP 2 HORIZ. ROLLER TRACK #4026.6083 -TG O #4131,8083-T8 082 {-+-1.348-►{ 21 SASH TOP & BOTTOM RAIL #4133,6083 -TS 79 87 --'i 1.081 1+ 32 SASH MTG. RAIL #4008D,6083HS-TS 050 .050 •678 1.098 1.096 I✓ -I O GLAZNG BEAD 6/16"• • GLAZING BEAD 7/16' W0446, 808' T5 • i •WA 6083 T5 W/ GRI N,Ti • • • • . • • 18SFJfff • • • • NOKOMB,FL34M Ogg} • • • • PO BQK1828 NOK06U8. Fl.39274 • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.187 r-- 3. O FRAME SILL ADAPTER #4137,6063-T8 IT 1.403- 17 FIXED MEETING RAIL #4064B,6083RD-T6 2A 26 1. .291+•• 37 SASH SIDE RAIL 04128,8083-T6 1.116--I� O GLAZING BEAD, 7116- #91=1 6063-Ts /16°#986016063-T6 (USED W/ GRILL KFT) SASH STOP COVER #4053.6063-T6 7--I----2784—►{ I 1.383 1 .062 13 FLANGE FRAME JAMB #4002A,6063 -TB ow 1E -I 878 1.098-1�—►�� 53 GLAZING BEAD, 5/160 940398,8083-T8 M3 7 060 i-1- —• 1 1.097 59 GLAZING BEAD, 13/16° #4067.0083-T6 Bath I Z10 I Hall 17 - 11 I 4127-10 PRODUC:TRIMSM) '.. as oomplYluS vn ft Florida Bu4coa wN* Dmo � .. Willllli MQLYNN * ' No. 88705 �••�TE'Y` •/t/� 0 •'• STA O ` '''SA LYNNl11LLER, P.E``` P.E•t•766 ANCHOR QUANTITIES, XOX 1/4-112-1/4) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C.G,H,I GLASS TYPES D,E,F,J,K.L 'I . ANCHOR TYPES: ANCHOR TYPE 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD Z, CONIC 1, CONC 1 -114' ELCO TAPCONS 2 -1/4' ELOO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (GS) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES �^p\ y y w 2. GLASS TYPES: UFOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW 317J FEAD &SILL HEAD & SILL x HEAD & SILL fD HEAD & SILL °D HEAD & SILL HEAD & SILL A. 6/18° LAM[ - (1/8 A,=,1/8' A) FT. GLASS TYPES G - L SHALL HAVE A W v H 4 B. 6116° LAMI - (118" A,.090,1/8' HS) C. 5118° LAM[ - (1/8' HS,.080,18° HS) TEMPERED I.Q. GLASS CAP. BOTH THE DP AND 63.125x38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 D. 7H(° LAMI - (3/18° A .090, *16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1µ2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 E7/16°LAMI-(3/16°A,.OW.3MS°HS) BMWs 1+Cx+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+O2+1 3 1+C2+1+(2+1 3 1+(2+1+C2+1 3 G. 13/18° LAMI1I0G -11+C2+1+C2+1 3 F.7/18°LAM[-IM(P HS,./8° ORR 3/186° 'A HS) A (MIN.), 5/16° OR 3/8' SPA(, SHB° LAM[ - (1/B' A,.080,118' A) 54.000 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C2+1+C2+1 3 H.13/1B' LAMI IG -1/B° OR 3/16° A (MIN.), 6J18° OR 3W SPACE, 6/16' LAMI - (1/8° A,.090,118° HS) SMWO 1+C2+1+2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+(2+1+62+13 I. 13118° LAM[ IG -11W OR 3116° A (MIN.), 5/18° OR 3!8° SPACE, 5/16° LAMI -(118° HS„090,1/8' HS) J.13/1S° LAMI IG -1/8' OR 3/16-A (MIN.), 3/1S' OR 114' SPACE, 7/16' LAMI - (3116° A.090, 3/1(' A) 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+2+1 3 1+C2+1+C2+1 3 1+C2+1+C3+1 3 K.1311 W LAMI 10 -1/8' OR 3116' A (MIND, 3116' OR 114' SPACE, 7116' [AMI - (3118' A„090. 3118' HS) 50.000 x 38.376 1+C2+1µ2+1 2 1+C2+1+C2+1 2 1+C2+1µ2+1 2 1+C2+1+(2+1 2 1+C2+1+Cx+1 2 1+(2+2µx+1 2 L 13116' LAMI IG -1/8' OR 3116° A (MIN. 3/16' OR 114° SPACE, 7116' LAMI - (311(° HS„090, 3116' HS) 48.000 1+C2+1+C2+1 3 1+2+1+C2+1 3 1+C2+1+C+1 3 1+Cx+1+C2+1 3 1+(2+1+(2+1 3 1+C2+2+(2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.826 1+(2+1+(2+1 3 1+Cx+1+(2+1 3 1 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NIXf LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+02+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+2+(2+1 3 HEAD & SILL 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.000 1+(2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C3+2+C3+1 3 263/4'MAX FROM CORNERS. JAMBS: W MAX. FROM CORNERS AND 221/2' MAX. O.C. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+(2+1 3 1+02+1+C2+1 3 1+C2+2+02+1 3 TABLE KEY. 74.000x38.376 1+(2+2+(2+1 2 1+C2+1+C2+1 2 1+C2+2µ2+1 21 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+(2+2+12+1 2 A O A 41.00 1+C2+2+C2+1 3 1µ2+1+C2+1 3 1+C2+2µ2+1 3 1+C2+2+(2+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 -ICHOR QUANTITY PER JAMB SMS26 1+C2+2+C2+1 3 1+02+1+C2+1 3 1+C2+2+C2+1 3 1+t2+2+(2+1 3 i+C2+2+(2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 1+C2+2+(2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2µ„9+1 3 A CLUSTER OF (3) ANCHORS CENTERED BMWO 1+02+2µ2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C+2+C2+1 3 1+(2+2+C2+1 3 1+C3+2+C3+1 3 AT EACH MEETING RAIL PLUS V ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3 1+CZ+1+C2+1 3 1+C+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS (4) ANCHORS AT FD(ED SECTION. 84.DMx 38.375 1+C2+2+C:2+1 2 1+02+2K2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+(2+2+0+1 2 1+C2+3+C2+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL 48.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 (3' MIN. O.C. ANCHOR SPACING) 50.628 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+•2+(2+1 31 1+C2+2+C2+1 3 1+12+2+(2+1 3 1+C3+3+C3+1 3 F.--f- 54MM 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+02+2+CZ+1 3 1+4C2+2+C2+1 3 1+(2+2+C2+1 3 1+C4+3+C4+1 3 I I 1-34111N. 60.DW 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C2+1 3 1+C2+2+c3+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 63.00 1+G2+2+(2+1 3 1+(2+2+(2+1 3 1+C3+2+C3+1 3 1+C2+2+C:3+1 3 1+02+2+C2+1 3 1+C4+3+C4+1 3 9"REF. % Q X 168.375x 35.376 1µ2+2µ2+1 2 1+C2+2µ2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+(x+3+(2+1 2 1+C2+4+C2+1 2 14 MODUCTREW-M 48.00 1+C2+3+C2+1 3 1+02+2+02+1 3 1+CS+3+C3+1 3 1+C2+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C2+1 3 MTG. RAIL TYp, as am*ingwuh FwAa 60.825 1µ2+3µ2+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 1+C3+3+C2+1 3 1+C3+3+C3+1 3 1+C3+4+03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS NO — iylA •C {' 64.0 1+C3+3+03+1 3 1+(2+2+02+1 3 1+C+3+C3+1 g 1+p+3+C3+1 3 1+C3+3+C3+1 3 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) Ic(na 60.[00 1+03+3+(p{+1 3 1+(x+2+(2+1 3 1+C4+3+04+1 3 9+04+3+04+1 4 1+C3+3+p+1 3 1+04+4+G4+1 3 a µ2gC�{pminp 63.WD 1+C3+3+1 3 1+C2+2+C2+1 3 1+04+ 3 3+04+1 3 1+C4+3+C4+1 4 1+C4+3+04+1 3 1+CS+4+C5+1 263/4'M[1 AX. 111.000 x 38.376 1+C2+3+C2+1 2 1+C2+2+02+1 2 1+C2+3+C2+1 2 1+Cx+3+(x+1 3 1+C2+3+(2+1 2 1+C2+4+Cx+1 2 1 1/2° 7YP. �(�WkyI4, 11111! I1 4SAW 1+C2+3µ2+1 3 1+C2+2+(2+1 3 1+C3+3+C3+1 3 1+C3+3+C2+1 3 1µ 2+3µx+1 3 1+C3+4+CS+1 3 LYNN � 50.625 1+ 1 ++ 1+ 1+03+3+03+1 3 1+C2+3+C3+1 3 1+C3+4+C3+1 3 9`i X O X `��� �: E !/� 54M 1+C3ftC2+1 3. +Cf++ • 2+� 1+Y'• 3 3 1+C3+3+C3+1 3 1+C2+3+C3+1 3 1+CA+4+C4+1 3 * :1k ND. 56705 60.000 1+C3+3+CZ+1 3 +Cf+jft. j 1+�4+'I+ci+3 *J 1+C4+3+C4+1 4 1+C3+3+C2+1 3 1+C4+4+CA+1 3 MTG., TYP. � = 83.0 li+r3+3+C3+11311+C2+2+C2+1 3 1+C4+3+C4+1 3 1+04+3+Cq+1 4 1+G4+3+04+1 3 1+06+q+05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS =-o '•- //-y ii.1D/47H1 E WCHANtlETfWSHEE7' ° .0�., STATE ! ! • 1070TEC:HWUMYDRW � � ANCHORAGE SPACING, XOX 114-112--1/4 : F JR 6f2D/19 0 /10 lG eE7 + • NOxONS. FL 34M ,ee �� �lss' tx �1am7 uP T8 fu pro CJIPAW. P.o.er1x,s� HORIZONTAL ROLLERWINDOW,IMPACT f, ZONAL >1P28/08 • • • • • • • NCIKOA,18, F134274 {/(+{. $ A LYN� PRE HR710 NTS 8 a 11 4127-90 E P.e. w m ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX on-vi-im WINDOWS TABLES NOTES: GLASS TYPES A B,G,H GLASS TYPES C,D.E.F,I.J,K, L ANCHOR TYPEV2,3. & SUBSTRATEZONES 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (GS) 2. GLASS TYPES: A. 5/16° LAMI - (1/8" A„00, V8- A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 WOOD 2, CONC 1, CONC 2,3, WOOD 2. CONC 1, CONC ZONES ZONES ZONES ZONES ZONES WINDOW SIZED & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL 1 W v B. 5116" LAMI - (1Ai" A,MOD, 1AI" HS) FT, GLASS TYPES G - L SHALL HAVE A C. SHS" LAN - (1/8- HS,.080, Iff HS) TEMPERED I.O. GLASS CAP. BOTH THE DP AND 48.00x 38.375+1+C2+1 2 1+C2+1+C2+1 2 C+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000+1+C2+1 60.825+1+C2+1 D. 7/1W LANA - (3116" A,.09D, 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7118 -LAM[ -(3/16-A,.090, 3/18" HS) F. 7118' LAMI - (3116" HS„090, 311(” HS) 3 1+02+1+C2+1 3 C+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+CZ+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 54.600+1+C2+1 G.13/16- LAMI IG -118" OR 3118- A (MIN.), 8/16" OR 319- SPACE, 6116" LAN - (1/8-A„090,1/8" A) 60.000+1+C2+1 83.00+1+CZ+1 H.13/16" LAND IG-118"OR3116-A(MIN.).5/16.OR3/8-SPACE,5/16"LAMI-(1/8"A.080,1/"HS) 13116° LAMI IG -1/8" OR 3/16"A (MIN.), 5116.OR 318- SPACE, 5116" LAN - (118" HS,.090, IV HS) J.13/16" LAN IG -11W OR 3116- A (MIN.), 3/16" OR 114" SPACE, 7/16" LAM1=(3/167 A .090, 3116" A) K. 13/18- LAMI IG-1/8.OR 316-A (MIN.), 3/16.OR 1/4- SPACE. 7116-LAMI - (3116"A„0�, 3116- HS) 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+42+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 1+C2+1+( +1 3 1+( +1+( +1 3 1+02+1+02+1 3 1+02+1+(�+1 3 1+C3t1+C3+131. 53.125x38.375+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 3 1+C2+1+C2+1 31+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+02+1 3 48.000+1+C2+1 L 13/16" LAMI IG -11W OR $116-A(MIR. 3/16.OR 1/4"SPACE, 7/16- LANG -(3/18"HS,.OSO,311(- HS) 50.628+1+(2+1 54.00+1+C2+1 3. WINDOWANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 I+C2+1+C2+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+(2+1 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(x+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 60.00+1+C2+1 83.000 HEAD & SILL: 101/2- MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 MA MNG FROM CORNERS JAMBS: 9"MAX FROM CORNERSAND 221/2" MAX. O.C. 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.00Dx3&375 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+42+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(x+1 3 1+C2+1+Cx+1 3 1+C2+1+C2+1 3 48.000 TABLE �: 50.828 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 '3 1+C2+1+C2+1 3 X O X_ 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+(x+1+C2+1 3 1+Cx+1+C2+1 3 1+C2+1+Cx+1 3 1+C3+1+C3+1 3 64.000 1+0+1+03+1 3 ANCHOR QUANTITY PER JAMB 60.00 1+C1+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+p+1+C:3+1 3 63.00 HE AD AND SILL ANCHOR QUANTITIES CENTERED A CLUSTER OF INj RAIL PLUS ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 1+C2+1+020 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C3+1+C3+1 3 1+02+I+2+1 3 1+CB+1+C3+1 3 66.00x 38.375 48.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+Cx+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 50.625 PLUS (1) ANCHORS AT FDCED SECTION. 54.00 (9) ANCHORS TOTAL AT HEAD AND SILL 1+C2+1+C2+1 3 1+(x+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 0.000 63.00 (3- MIN. O.C. ANCHOR SPACING) 53/4"MAX. 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+CZ+C 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+Cx+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000x38.375 1+C2+1+C2+1 2 1+C2+1+02+1 2 C+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+02+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 3 -. �--3"MIN. W.625 54.000 9"REFX O 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+(2+1+12+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+02+1+02+1 3 1+C:d+1+C3+1 3 60.00 63.110 MTG. RAIL, TYP. as��y��Florida EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS48.00 (SHOWN IN TABLE KEY ABOVE) Einrl 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+03+1+C3+1 3 1+C2+1+CZ+1 3 1+C3+1+C3+1 3 1+(2+1+(2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+(2+1 3 1+C3+t+C3+1 3 84.00x36.378 0.825 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 2 1+(2+1+02+1 3 1+C2+1+C2+1 2 1+(2+1+C2+1 2 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+Cx+1+CZ+1 3 1+C2+1+(2+1 3 i+C3+1+C3+1 3 1+C2+1+C2+1 3 1+{2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 84.00 1+C2+1+C2+1 3 1+{2+1+(2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C:3+1+C3+1 3 60000 63.WO 1+(2+1+C2+1 3 1+02+1+02+1 3 1+03+1+C3+1 3 1+C3+1+03+1 4 1+03+1+03+1 3 1+Ci+1+03+1 3�4 -MAX 1mTYP' . � ttlllt � �� ONY LYNN 9° REF. X O X or - ' C60.625 No. 58705 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+CS+1+Cx+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+04+1 4 86.437x39.376 48= 60.625 54.00 1+C2+1+02+1 2 1+02+1+(2+1 2 1+(2+1+02+1 2 1+02+1+02+1 3 1+C2+1+t2+1 2 1+C2+1+42+1 2 1+(2+1+02+1 3 1+C2+1+C2+1 1+ 1+C2+1 1+(2+1+C2+1 3 1+(2+1+(2+1 3 1+C:3+1+C3+1 3 1+C2+ 1 14(261+92+ 3 +06+14022;1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 1+(x+(4 +1 3 9 + 3+ 1 1+Cx+1+C3+1 3 1+12+1+C2+1 3 1+C3+1+C2+1 3 60.00 83.00 MTG.RAIL, TYP. = = EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS G;'k'�-►• i . 2 — �p .now �O�t, STA F ANCHORAGE SPACING, XOX 1/3-13-1/3 FtoRwP..' �i •...... �C-) HORIZONTAL ROLLER�mNDOW,IMPACT '�� ��NA1��Ega LYNN M{LLER, P.EFJ4 MtI10 NTS 9 a 11 4127-10 E P.p..1iam 1+C2+1+C20-1 3 1•Cl•1+Q2+ 3+ 14103+1 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 1+C3+ 1 1+CZ+1 +1 3 1+C3+1+G3+1 3 1+C3+1+03+1 4 1+(+1+03+1 3,11+001+1040.4. -t CW7111 E CHANSETM8SM�r • D /Q CJIP 7V @E 7W f ffR� +30A1 ND7E Gam. UP14TErARM48BJ6 VAL1Ac3DLMWGAIVCJftR CAP". pyf. . • St • • • • • • • 10707eCMMOGYI)MVE NOKOW% FL 34E78 P.O.89x IBSALUM NOKOWS. FL 34x4 P —cSS' ,JJi, FJR.wi E:El Vitd* H�A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• GLASS TYPES A,B,G,H I GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPEA 2,3, WOOD I 2, CONC I 1, CONC lZ3.WOODj 2, CONC 1 1, COI WINDOW SIZE W 1+C2+1 m 3 1 1+C3+1 �i 1+C2+1 m 6 65 � 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1+C2+1 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 gg i� 37.000 x 38.375 48.000 60.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1 1+C2+1 2 1 1+C2+1 2 1+C2+1 2 11+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 4&000x 38.375 4&000 50.625 54.000 60.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+4 L+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 !11+4C3+1 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 48.000 50.626 54.000 60.000 63.000 1+C2+1 3 1 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1 1+C2+1 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1+C2+1 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 1+C3+1 4 1+03+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 60.000 x 38.375 48.000 50.625 54.000 60.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 2+C3+2 3 1 1+C2+1 3 1+C2+1 1+C3+1 3 1+C2+1 3 2+C3+2 3 1 1+C3+1 3 1 1+C2+1 1+C3+1 4 1 1+C2+1 3 2+03+2 3 1 1+C3+1 4 I 1 1+C2+1 1+C3+1 4 1 1+C3+1 3 2+C4+2 4 1 1+C3+1 4 1 1+C3+1 X 3b.J/b 48.000 50.625 54.000 Z+ISL+;d 3 T+t;2+1 L Z+t7e++l J Z+G'G+Z 3 T+L;Z+T "L IZ+t72+Zl 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+I 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 W. 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+G3+2 4 1 1+C3+1 3 2+C4+2 4 60.000 63.000 3 12+C2+21 2 12+02+21 3 3 12drC3d•21 of•12+103+2I 4 2+C3+2 3 5 12+C3+21 4 12+C4+2 NOTES: 1. ANCHOR TYPES: 1-1/4' ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 6/16° LAMI - (10 A,.CW.1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/18" LAMI - (1/8" 4.090.1/8' HS) FT. GLASS TYPES G - L SHALL HAVE A C. 6116" LAMI - (118" HS,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP ANq D. 7118" LAMB - (3118" A,.090, 3M8" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/1W LAMI - (3116° &.080.3116' HS) F. 7118' LAMI - (3/1B' HS,.090, 3118" HS) G.13116' LAM 1G -11W OR 3118" A (MIN.), SMB" OR 318" SPACE, 6118" LAMI -(1/8" A,.090,11W A) H. 13116' LAMI IG -1/8" OR 3/10'A (MIN. 6M8' OR 31W SPACE, 5118" LAMI - (118-A.090, Iff HS) I. 13/18" LAMI IG -1/8' OR 3118" A (MIN.1 6118" OR 3/8' SPACE, 6118' LAMI - (118" HS„090,1/8” HS) J.13/18' LAMI IG -1/8' OR 3/18" A (MIN.), 311W OR 114" SPACE, 7116" LAMI - (3/16' A,.090, 3116' A) K. 13/16" LAMI IG -1/8" OR 3118' A (MIN.), 3118" OR 1/4' SPACE, 7118" LAMI - (3118" A..090, 3/16' HS) L 13118" LAMI IG -1/8' OR 3118' A (MIN.). 3/18' OR 1/4" SPACE, 7/18' LAMI - (3/1(r HS490, 3118" FRS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314" MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: O X 2+63+2 3 —ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE. MEETING RAI. PLUS (2) ANCHORS AT OPERABLE VENT AND FOCED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3- MIN. O.C. ANCHOR SPACING) �18 3/4' MAX. �� —►{ �+-3"MIN. 9" REF. Q .RAIL PRODUCPRBVI9ED av oon oying w(101ho Flmto EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Accuptm=No .0 (SHOWN IN TABLE KEY ABOVE) U. A�iDodo as 8 3/,V MAX. 1/2' (-e-3-MIN. 1 1 1 1!! LYNN 9° Ru. X O RAIL No. 68705 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • •• •• • • • •• •• ••• • • • ••• • • J 7Nf7/1! NO E Cf1ANOETFHBSHEET ANCHORAGE SPACING, OXANDXO WINDOWS �%IO'�` FtORiDp •' \��` IMIEMAMOINDRM J epm/tt v ttrcnF t�+ao�nrol� Nbxoane.w 3az�e P.0.0gx1an ALUM. HORIZONTAL ROLLER KINDOW, IMPACT s/OAIAL ��G�� /trt 111�� FJC 4!18!07 TABLED 8 YAU/EBMSTQOAAW,ditO W.AD 1>rslblY Amstar _ see NTS 10 a 11 4127-10 E �� � • • • • • • • • NCICONIIB. FL 39274 aL � PF • • •• •• • • • •• •• ••• • • • ••• • • I 3/4° MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KSI NOTE 3 1 CONCRETE*DEETrA ix MIN.NOTE WOOD 1 ANCHOR 1x WOODBUCK,NOTE NOTE NOTE 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE; 3 1/4" j .I 1/ IMAX• MAX. SHIM SHIM CONCREWOOD ANCHNOT NOTE 2 DETAIL S 114° SHIM I I MIN. 1/4° MAX. SHIM 1 WOOD CONCRETE ANCHOR ANCHOR, NOTE NOTE 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE; CONCRETE ANCHOR, NOTE 1 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 114° ELCO TAPCONS EMBEDED 131" MIN. OR 114° SS4 CRETE -FLEX EMSEDED 13/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4°. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DARE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4' SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 Mr. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 Vr THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM. THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -TS AND A MINIMUM OF 11° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORK)A BUILDING CO - (1.5 KSI CMU) OR PER NOTE 1 (3A KSI CONCRETE) u 1 3/4' a --OR 1 R d• MIN. ED(H & SILL DETAILS A. B, C, D. G & H) TYP. SEE NAII.INi INTERIOR (JAMB DETAILS E, F & 1) 15 WOOD ANCHOR, II %_ NOTE 2 1/4" 11 1/4° MAX MAX SHIM SHIM NOTE I °''w 13183MIN. ' e I 1314" MIN. MIN. 3.4 KSI ED. TYP. CONCRETE D6i'�1L • ; ;WOOD • . • DETAIL D T �� i...•n• • • =02M .O.2 7628 NOxOhl18. P134Zi4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21P2" NAIL AT CORNERS AND V' O.C. TYPICAL DETAILS G. H & I. DETAIL G (SILL) ALUM. HORIZONTAL ROI.! 6 sde HR7i0 HHIf 10Z a 11 DETAIL I (JAMB) 4127-9U PROD=Pjpnm a9 wmplymavvlw the FWda IIIIyy wNo ' 1:0Z♦CI MimN ProdadContto 111111// ONY LYNN �� a'�� •' uCE1dS�c'•4Fjf � ` * ' N0.58705ST 0 STAT * r Ur ,�.. ;t; OR.... ,f0NAL1 A LYNN j" Pp P." wm