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WS-10-12571'l o 5rrn Miami Shores Village Building D ep artment 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel (305) 795 2204 Fax (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 7614949 BUILDING penuit NO.V\IS 10 — 1g51 PERMIT APPLICATION FBC 20 Ernail Tenant/LesseeNarne cit •4. 54 , .5 State F` • Job Address (where the work is being done) / 4/ 42/ City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # A- Is Building Historically Designated YES NO V /47,474/ ne # Contractor's Company Name adr Contractor's Address c2/03A $ki/ q ZiP Phone # •= City " State Qualifier Name State Certificate or RegistratiOn NoNo; Certificate of Competency No. D,_?e5029.20 0154 / j67114 SCilaCCreei ,A ga7 h.e) rcidtect/Engineer's Name (if applicable) Phone # Notary $ Training/Education Fee $ t Technology Fee $ tr r Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation. date: Structural Review. $ Master Permit No. Jut 0 9 • 2la 'T' otal Fee Now Due $ :0 t . • • PAS See Reverse side -4 Permit Type: BUILDING , ROOFING _ , . . . Owner's Name (Fee Simple Titleholder) a#41/A41 5 eehi Phone # )..9 s•ii?,-- 5'35 / . • Owner's Address lycll A/E 01 slko_o_L t. ' • zip 33131 . • Phone # • Flood Zone • • " $ 11 000 Squalv / Linear Footage Of ••''' Value' - of Work this Perinit - ' Type of Work: 0A4clition Alteration [New 0 Repair/Replace 0 Demolition Describe Work: 41/07 dlien/1 - 7 4 ( CVO C• MAU g itEM 4, ft. z..v.;4 Submittal Fee$ 0a 'Permit Pee $ ,0 0/CC $ - • • _ , Bonding Company's Name (if applicable) Bonding Company's Address City ` .. State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address I City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 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 ELECTRICAL WORK, PLTJMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 riot be approved and a reinspection "e will be charged Signature TARY Sign.. / . Print: My Commission * * * * * * * * * * * * ** ** APPROVED BY (aeuised 07 /10/07)(Revised 06/10/2009) er or Agent identification and who did take an oath. A • 0--• .FDA MARIA PERM M liVAIMe • $toe of Fbdda IMemembeimegirimAA 1S,2012 Commlsam • DO MOSS ** F � 7/6,<.1 Plans Examiner Engineer Signature The foregoing instrument was ackno edged before me The for day o 29 ( -- , b y (reek ay o who is rsonal known w me or w�io has produced who i ` pers Sign: O Print: Contractor o ",g instrument. was acknt • !edged .bef• t- me the 20 by Bona ly known to me or who has produce Pidentification and who did take an oath. OTA PUBLIC: My Commission Expires: T■ o "- . ' 7 y CL h1l * ****w** *Y ***fitis**,******k* * **** *q tt�t*,,4. �' r74 .:�e�Y ****x***a*rkic ***** �nr Z oning Clerk checked 7 IIJ1II0 IA _ AfI'ctroc Permit No: 10- /015 Job Name 7e , 2010 Building Criti / c.o./ e Sheet M iami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan , review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Niki Ryan From: John Stafford Sent: Thursday, May 06, 2010 3:53 PM To: Niki Ryan Subject: Alexis Benjamin Permit The plan reviewer for Miami Shores just contacted me. Unfortunately, he said that the windows need to be tested to Miami -Dade standards in order to be accepted, regardless of whether or not there are code approved shutters in place. Unless we can show that the windows have been tested by another agency that approves them for use in a high velocity hurricane zone (Miami -Dade and Broward) we cannot use those windows for that job. C_ Cu10-( • Zq IQ vtL`f BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. WS LO '"CPl. Master Permit No. Permit Type (circle): ( Building Roofing Owner's Name (Fee Simple Titleholder) AI e X i S f�Zrtll o. t in Phone # '5 N 1 t 1 $ S25 Owner's Address t 1 'I 4 M C 1 0) S. ree+ City VY\ txwt z S 1n 6v State F L Zip 31 1 8 Tenant/Lessee Name Phone # Job Address (where the work is being done) t 4 t-1 1 N E 1 0 1 S +- ci- City Miami Shores Village County Miami -Dade Zip 3 31 3 e FOLIO / PARCEL # 3 2O 5 02.9 0 2'1 d Is Building Historically Designated YES NO / Contractor's Company Name (Lp7 6f S6w1An - t �n C Contractor's Address 2.1 ci V( ) S } r•td, City Mn o V Lk State }-L Qualifier Name �pf c Ca (A- i Structural Review. $ Zip 3 6 1P1 Phone # See Reverse side - POMMINTA 1 Pfi 2, 22.(1U BY:..:..... i .......... Phone # Qs-4 g S 2 S State Certificate or Registration No. SCC 13 J I t 0 S OC) Certificate of Competency No. Architect/Engineer's Name (if applicable) J-rnh k blAYttoril a Phone # °I S `1 SP-1 o le, U e Value of Work For this Permit $ S ) 1 3 0 . O0 Square / Linear Footage Of Work: Type of Work: DAddition ['Alteration ['New r 2r . Repair/Replace ❑ Demolition Describe Work: 14,9 I & (,,t, i 1 r‘..4 6144 1 1 el nue or )'f) Si f.11 I s1n.v>.412. ' _ 'Qrev l'avu sY.v.,Wu( -tmviic 1 vv 1Le.d /536,s shv.4-kers ar y o Y1 - i Y v . i ) 1 . C * o can i myS . 41nl V -% — Olga -- 13 S ) ********* *** ** ** ******a *** *,r* * * * * ****** F ** ** * ** * *** * *** * * ** * ***** * * **** *air * ** Submittal Fee $ .56 CD Permit Fee $ CCF $ CO /CC Notary $ � Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ ` 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 ELECTRICAL WORK, - PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 er or Arent The foregoing instrument was acknowledged before me this 2 da of PT { , 20 by 16 l✓yLjk teN1yuM►1Y► who is personally known to me or ham p uced'1) l As identification and who did take an oath. NOTARY PUBLIC: Print: \1 G.Ai. My Commission I \ \ My Commission Expire � `I *** ** ***** ** * *****, ** ** *,t ****** **** * **** * * * * * ** * * ******** * ** eta****** ** * ** ** * **** ***** ** ** * * ** *** r ** * ***** APPLICATION APPROVED BY: (Revised 07/10/07) NOT ^ RY PUBLIC - STATE OF FLORIDA Nicole Ryan ;Commission #DD654128 `•; �•� °' Ex + ire s: MAR. 22 201 BONDED THRU ATIANCIC BONDING CO., INC. Signature Contractor The foregoing instrument was acknowledged before me this 2— d a y of 13 , 20 1 d , by t.0 bcir } Catf►; who is personally known to me or who has produced as identifica� d h di take an oath. NBA' PBLI • S TATE OF FLOIU'DA NOTARY PUBLIC: �• d'FSCUIG' Ryan Commission #DD654128 Expires: MAR. 22, 2011 BONDED THRN ATM NTIG BONDING CO, INC. Print: Plans Examiner Engineer Zoning Permit No: 10 -gg/ Job Name - CAM , 2010 Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet 77:Weod 10„k,.. M iami Shores Viilage Building Department E-Ay 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 q - "Ist. Est Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. '04/26,42010 16:18 FAX 3057575361 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SILEET IA accordance with PEMA regulation and Miami Shores Vt7Iage Flood Damage 'Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 mouths and the costs clay proposed improvements trout be shown on the worksheet. The cost o€ improvetaems l4014 include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), c. n t vction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy (lithe Contract mast be attached) PROPERTY OWNER: PERMIT #, S — H-16— c, 01 O ADDRESS: FoLxa isnmBE:S A 032J4lod 7O PLOOD ZONE: A BASE FLOOD ELEVATION: ÷1 1, 0 FRET✓ ARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS 02 MON'tUS): '"' , 0 COST OF PROPOSED IMPROVEMENTS; 930 (7D (ATTACH COPY OF coNlimAC'T) Created On Juno 2009 TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): Z x'3 . o Markel%1 49' 1 1 1 3b, fA sa VALUE OF PRINCIPAL STRUCTURE (attach appraisal): A ose fr$444 . . ak a W 7 / , f MAY p 3 2f11O _ 0u $1,aaCOeS:^1 . ,, . , ,.c, OWNERS SIGNATURE° _.. DATE: PLANRE' wER; FLAN REVIEWER SIGNATURE; DATE: Ii7J 002 P UBLIC - STATE OF FLORIDA Nicole Ryan Commission # DD654123 Expires: P� MAR. 22, 2011 PAWED 7HRU s ONDLNG CO., INC DATE NUMBER 2/23/2010 2848 1534 SW 13th Court Pompano Beach, FL 33069 Phone # 954- 786 -8525 Fax # 954- 786 -8554 Payment is to be made as follows: 50% due upon contract signing. 40% due when materials are brought to job site, before installation begins. 10% (Final) due on the final day of installation - customer may hold up to $500 until inspection is complete and snap bead is installed. Inspections may take up to 2 weeks depending on the city. Material remains the property of All American Windows and Doors, Inc. until the the city inspection is approved. If it becomes necessary to employ a collection agency to collect on this bill, I, the undersigned, agree to pay all court costs and attorney fees. I hereby authorize All American Windows and Doors, Inc to order windows and/or doors. For replacement windows and doors, all blinds, furniture and security wires are to be removed before installation can begin. PAGE 1 CONTRACT NAME /ADDRESS Alexis Benjamin 1441 NE 101 Stre DESCRIPTION Purchase and installation of PGT non - impact windows, shutter for front door and therma -tru fiberglass door. Permit included in pricing. Homeowner must have pre- approved permit for shutters on the openings with non - impact windows. PRICES ARE GOOD FOR 30 DAYS OF QUOTE COST 9,430.00 QTY PROJECT TOTAL 9,430.00 TOTAL $9,430.00 5BG" SIGNATURE DATE 0 # $9 3c)u-= ' = 2009 2008 ax ing u,r,„ Applied E Exemption/ Taxable Value: Applied Exemption/ Taxable Value: e ional: „ 50 000/$197144 50 0 r + , 196 898 ou : ; 50 000/9 97 44 50 00+ 196 898 ►ii x-50 000/3197144 50 0 r ,196 898 525,00015222,144 •26,000/5221,888 04/26/2010 16:18 FAX 3057575351 My Home iam idade.gov Show Me: I +IlNerNlnformr inn , uT Search By; Seleitern- ® - Text only Prooerty Aoorralsar Tax F_stimator . Pron Aepraiser Tax Com oarison Portability 8.0 H, Calculator Summaa /� Details: 11- 3205.024- Folio No.; Property Mailing Address; 1441 NE 101 ST PAUL L BENJAMIN &W ALEXIS N 1441 NE 101 ST MIAMI SHORES FL 33138-2612 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: Beds/Baths; Floors: Living Units: Atli Sq Footatte: Lot Slxe; Year evict; 1 001 RESIDENTIAL - iI NGLE FAMILY /3 888 9,263.54 SQ FT 1966 MIAMI SHORES BAY PK ESTS AMC) PS 56.86 LOT Legal Description: 10 ELK 3 LOT SIZE IRREGULAR OR 15819- '0185 0293 1 OR 10198 0293 00 Assessment Information: Exemption Information: Homestaaa. 525 000 2008 525 000 ..re ■qu=a —. Taxable Value Information: Sale Information; ACTIVE TOOL: SELECT it et Et QM. 1611111 Digital Orthophotagraphy - 2007 112me 1 Uslno Our SIto,1 About 1 Phone Directory 1 Privacy 1 Disclaimer My Home l Property Information 1 Prvgerty Texas I My Nelohborhood,l Praearta Annra1 Web Slte I0 2002 Miami -Dade County, All rights reserved. 0 ..rte 114 ft I:, If you exparIenoe teohnlcal difflcultles with the Properly Information application, or wish to send us your comments, questions or suggestions plasm email us at w n_p_hjgget. Ij 003 MIAMI E Legend Property Boundary ▪ Selected ▪ Property /✓ Street - Highway i MIamI•Dade s,,.F, County ■ Water W+ 2009 2008 Land Value; Ill 234 820 :ulldine Value: RHEUM 94 898 OMATZ 36526 .:29 . saessed Value: E'r 04/26/2010 16:18 FAX 3057575351 My Home iam idade.gov Show Me: I +IlNerNlnformr inn , uT Search By; Seleitern- ® - Text only Prooerty Aoorralsar Tax F_stimator . Pron Aepraiser Tax Com oarison Portability 8.0 H, Calculator Summaa /� Details: 11- 3205.024- Folio No.; Property Mailing Address; 1441 NE 101 ST PAUL L BENJAMIN &W ALEXIS N 1441 NE 101 ST MIAMI SHORES FL 33138-2612 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: Beds/Baths; Floors: Living Units: Atli Sq Footatte: Lot Slxe; Year evict; 1 001 RESIDENTIAL - iI NGLE FAMILY /3 888 9,263.54 SQ FT 1966 MIAMI SHORES BAY PK ESTS AMC) PS 56.86 LOT Legal Description: 10 ELK 3 LOT SIZE IRREGULAR OR 15819- '0185 0293 1 OR 10198 0293 00 Assessment Information: Exemption Information: Homestaaa. 525 000 2008 525 000 ..re ■qu=a —. Taxable Value Information: Sale Information; ACTIVE TOOL: SELECT it et Et QM. 1611111 Digital Orthophotagraphy - 2007 112me 1 Uslno Our SIto,1 About 1 Phone Directory 1 Privacy 1 Disclaimer My Home l Property Information 1 Prvgerty Texas I My Nelohborhood,l Praearta Annra1 Web Slte I0 2002 Miami -Dade County, All rights reserved. 0 ..rte 114 ft I:, If you exparIenoe teohnlcal difflcultles with the Properly Information application, or wish to send us your comments, questions or suggestions plasm email us at w n_p_hjgget. Ij 003 MIAMI E Legend Property Boundary ▪ Selected ▪ Property /✓ Street - Highway i MIamI•Dade s,,.F, County ■ Water W+ Sale Date; 211993 Sale Amount 5187.000 _ Sale 0m: 15 01.88 Sales Quallflcetbn Description; Sales whtth are qualified __ View Additional Sales '04/ 16:19 FAX 3057575351 Additional Information: Click hero to seh more information for this Qronertv- Community Development District Community Retlevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments a 004 PERMIT #: �4J t O (dO DATE: �/I I c,eff 61Z Z )(Contractor ❑ Owner ❑ Architect RECEIPT P ked up 2 sets of plans and • er) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue itting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AC# 3963686 T_pF FLORIDA HESS AND PROFESSIONAL REGULATION fi= INDUSTRY_- L- ICENSING _ BOARD SEQ# L08083001455 08/30/2008 088051650 The GLASS AND GLAZING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 F Expiration date: AUG 31,,2010 ALEX SINK SCHAFFER, NAMES C SUPERIOR REPLACEME W 21032 S.W. 91ST COURT CUTLER BAY FL 33189 CHARLIE CREST GOVERNOR EFFECTIVE DATE: PERSON: FEIN: BUSINESS NAME AND ADDRESS: SUPERIOR REPLACEMENT WINDOW & DOOR INC 21032 SW 91 COURT MIAMI FL 33189 SCOPES OF BUSINESS OR TRADE: 1- GLASS /MIRROR INSTALLATION 3- SPECIALTY CONTRACTOR • REQUIRED BY LAW STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers" Compensation law. 06/24/2009 EXPIRATION DATE: 06/24/2011 SCHAFFER JAMES C 161651027 2- STORM SHUTTER INSTALLER CHARLES DRAGO SECRETARY 06 -24 -2009 * * IMPORTANT: Pursuant to Chapter 440 . 051141, F.S., an officer of a corporation who elects exemption from this chapter by tiling a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 - 06 QUESTIONS? (850) 413 -1609 xV,1O 0'1: 11Co) 0 ^K, o� te a — MNFINSVIT 1).'t 711- ' imreawv7 elJr llf �� ... cu o SEE OTHER SIDE DO NOT FORWARD SUPERIOR REPLACEMENT WINDOW & DOOR INC JAMES C SCHAFFER PRES 21032 SW 91 CT MIAMI FL 33189 1 II C1 • • 111 - 1 1 41 @11 V1 / 11 9 1 1 1 3 _ 11 1 #17741 FROM :ALL.– MOTORS2 FAX NO :305- 266 -4555 I rims IPPfYWY) 07/110 HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIME . UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS RTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT �WEEN THE ISSUMG INSURER(S), AUTHORIZED REPRESENTATIV OR PROD UCER, AN TH CERTIFICATE HOLDER, IMPORTANT: M the c ho lder Is en AD INSURED, the poliuy5es) mast be endorsed. if SUBROGATION IS WAIVED, sagest to the terms end conditions of the policy, certain map require art endorsement. A steamed on this certificate does not tang fights to the .,�/� r , tI t h m te hailer CE ip IIeu o such endO 1e me rlt(s).. . PROPUOER Nu' ?1i.T. All Motors InSUrence CERTIFICATE OF LIABILITY INSURANCE 7361 SW Rd, Miami, FL 33155 Phone (305)2851080 INSURED COMMERCIAL GENERAL LIABILflY ❑ ❑ DI -AIM MADE ®=UR D. GENE AGGREGATE LIMIT APPLIED D P © POLICY JECf ❑ we AUTOMOBILE LIABILITY ❑ g ANY AUTO ALL OWNED AUTOS =MEWLED AUTOS HIRED Auras NON -OWNED AUTO$ ❑ MORELLA MAD ❑ EXCESS LIAR ❑ DEDUCTIBLE —0_ $ woman GQMPEA64ATIDN AND NMPLOYERw LIADRnV Y/N OFFIcERNEMSER ANY ExA�r. N (Mandatory In Nli) W d eEGfBIq MAT I ON OF OP RATIONS hew CERTIFICATE HOLDER ACORD 26 (20091014 QF ❑ OCCUR ❑ CLAIM8.MACE MIAMI SHORES VILLAGE 10350 NE 2ND AVE MIAMI SHORES, FL 33138 Fax GL -31921 1 ID* GONZALO SALAS (305) 286-5080- GSALASSALLMOTORSINSURANCE.COM MAIM AFFORDING =MAriE., INSURERA: ASCENDANTCOMMERCIAL INSURANCE INC INSURER 8: Superior Replacement Window & Doer, Inc 21032 SW 91 et Mie ni, FL 33183 - 305 COVERAGES CERTIFICATE NUMBER: • WKS 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 =M ON OF ANY CONTRACT OR OTHER 000UMBNT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLLS DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND COMMONS OF SUCH POLICE. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAJ TYPE Da;' INSURANCE I Bx MIST NUMBER tM S'1`r Yl t [tlYYY'A GENERAL MUTT INSURER C (0¢jER D: INSURER 8: INSURER F: DESCRIPTION 01' OPERATIONS / LOCATIONS /VEHICLES (Meth ACORD 10I,AddWunal Remarks Schedule, m we space 1s mqulrodl WINDOW AND DOOR REPLACEMENT - INSTALLATIONS 0;010 CANCELLATION SHOULD ANY OR THE ABOVE DESCRIBED FOLICIB6 BE CANCELLED EEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELNBREC M ACCORDANCE WITH me POLICY PR/M81ONS. 05/23120/1 Jul. 08 2010 04:23PM P2 REVISION LIMITS MR OCCURRENCE $ 300,0 R 1we� S„—_ 100,000 MED ExP (Any oneaeroon) $ 5,000 PERSONA. & AD/ INJURY $ 300,003 GENERAL AGGREGATE s BOO 000 PRODUCTS- OOMPIOP AGO $ 300,400 CDMINNEDSINGLE LIMIT (Ea eeelgone BODILY INJURY (Pee person) $ BODILY INJURY (PeraeeI enp 5 PROPERTY DAMAGE (Permefdon9 EACH OccURRENCE AGGREGATE NUMBER; Ryic Dco • EL EACH =DENT dT $ EL DISEASE • EA EMPLOYEE $ EL D -Pt UCY LIMIT $ 5 $ 9 L) $ s $ 13833 NAIC0 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1. Legal description of property and st reet/address: TAX FOLIO NO THE UNDERSIGNED hereby gives notice that improvements will be made to certain property, and In accordance with Chapter 713, Florida Statutes, the folio is provided In this Notice of Commencement. STATE OF COUNTY OF WI HEREBY CER77 ' ° Sas is a • t orOn�I flk in tie ,n . clef of 2. Description of improvement: Q `Q1,/ /Y1 Gy0yt 3. Owner(s) name and address: it/ `. Oaf mitt CFN 2010R0474450 OR Bk 27353 Ps 39001 lips) RECORDED 07/15/2010 13:36:02 HARVEY RUVIH, CLERK OF COURT MIAMI- DADE COUNTY, FLORIDA LAST PAGE Interest in property: Qwised" Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: J Amount of bond $ (V - 6. Lender's name and ad ess: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name and address* 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this No : of Commencement: (the expiration date is 1 year from the date of recording unless a different date is s Print Owner's Name Sworn to and subsc Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 C c V 1 Y 4 i „Q -/ army sw coo4 cam{ LIA- 331c 0 t :73' INN INN e a D • • • • • • • • • • •. • • • • CEP.TI!IED TO 1 " 4° 7 z 04' p j2kWI 1 - __.._..._ _._ Via .; �► 1 7 � . y ..5o4 v6")/ • ;•• P.A7T ,1 s • l:RBA'E1N � ''4 $4AC, Z! prinettrtp • ENJAXIN & ALEXIS N. BENJAMIN SOME MoRTCAGE CO,MPANT INCOR!OWA TI.E INSURANCE COMPANY TITLE C0:" ^ ANY OoraffloNPN, itigMalf NtaxI S oO11 W��_ 0 . y J IW1 Alt loi s �R ��....�............. ►III ,0M, Sk s . 33133 ev5)')51- 7 Mark Window / Door Type Width & height Calc. DP 1 PGT Series 610 Horizontal Window NOA # 07- 0815.08 53 1/8" x 38 3/8" "XO" +75/ -150 PSF 1A Thermatru Construction Series Steel Door, Florida 36" x 80" +/- 67 PSF Approval # FL8841 -R1, Product FL- 8841.10 2 PGT Series 600 Single -Hung Window NOA # 06- 1211.07 19 1/8" x 38 3/8" +64/ -120 PSF 3 PGT Series 610 Horizontal Window NOA # 07- 0815.08 37" x 38 3/8" "XO" +75/ -150 PSF 4 PGT Series 610 Horizontal Window NOA # 07- 0815.08 53 1/8" x 50 5/8" "XO" +75/ -150 PSF 5 PGT Series 610 Horizontal Window NOA # 07- 0815.08 106 1/4" x 38 3/8" "XOX" +75/ -95.40 PSF 6 PGT Series 600 Single -Hung Window NOA # 06- 1211.07 53 1/8" x 50 5/8" "1/1" +64/- 113.90 PSF 7 PGT Series 600 Single -Hung Window NOA # 06- 1211.07 531/8" x 50 5/8" "1/1" +64/- 113.90 PSF 8 PGT Series 600 Single -Hung Window NOA # 06- 1211.07 53 1/8" x 50 5/8" "1/1" +64/- 113.90 PSF 9 PGT Series 610 Horizontal Window NOA # 07- 0815.08 106 1/4" x 38 3/8" "XOX" +75/ -95.40 PSF 10 PGT Series 610 Horizontal Window NOA # 07- 0815.08 53 1/8" x 50 5/8" "XO" +75/ -150 PSF 11 PGT Series 600 Single -Hung Window NOA # 06- 1211.07 19 1/8" x 38 3/8" +64/ -120 PSF 12 PGT Series 610 Horizontal Window NOA # 07- 0815.08 37" x 38 3/8" "XO" +75/ -150 PSF 13 PGT Series 610 Horizontal Window NOA # 07- 0815.08 53 1/8" x 50 5/8" "XO" +75/ -150 PSF 14 PGT Series 610 Horizontal Window NOA # 07- 0815.08 106 1/4" x 50 5/8" "XOX" +75/ -95.40 PSF 15 PGT Series 610 Horizontal Window NOA # 07- 0815.08 37" x 50 5/8" "XO" +75/ -150 PSF 16 PGT Series 610 Horizontal Window NOA # 07- 0815.08 106 1/4" x 50 5/8" "XOX" +75/ -95.40 PSF Contractor: SRW & D, Inc. 21032 SW 91 Court Cutler Bay, FL 33189 Tel: 305 - 256 -1411 Fax: 305-256-9411 Lic. # 038500463, SCC131150259 Calculated DP for Structure Zone 4 = > 51" from any corner, + 46.50, - 50.40 Zone 5 = < 51" from any corner, + 46.5, - 62.20 Homeowner: Alexix Benjamin 1441 NE 101 Street Miami Shores, FL 33138 305 - 757 -5351 .UL 1 5 ZUU1 Miami, Fl - 33189 fl Benjamin Residence 1441 NE 101 Street Ii. 1 1-2i� ENGCO, inc. 6971W Sunrise Blvd. Suite 104 Plantation - Florida - 33313 Tel: (954) 585-0304 Pager (954) 209-8591 Fax: (954) 585-0305 Email: Engco@AOL.com Building Mean Height 13.00 Feet Cladding Elevation 13.00 Feet < Minimum Width 58.00 Feet Roof Slope 9 RocfSiope <= 10 degrees Engineering Services - CA 8116 Import. Factor ( I ) 1.00 (Section 6.5.5 - Category 1 - 0.77 Category 11 - 1.0 Category 111 & IV - 1.15) Basic Wind Speed 146 mph (Section 6.5.4) (Section 6.5.6) KZ - Section 6.5.6 0.85 Kh - Section 6.5.6 0.85 10 • ft2 Dade County Exposure C Zg REF.#: w 10-28 Date: 7/15/2010 Contractor: Superior Window/Door Replacement 21032 SW 91 Court Job: Miami Shores, Wind Load Calculation for Components and Cladding under (Method 2) Florida Building Code 2007 Tributary Area GCpiiInt. Pressure 0.18 -0.18 Section 6.5.11.1 GCp (Ext. Pressure ) zone 4 + 1.00 zone 4 (-) -1.10 (Section 6.5.11.2) zone 5 (+) 1.00 zone 5 (-) -1.40 positive nega tive. Wind load Psf Psf Psf Buildings with MRH<= 60' and 60'<MRH<=90' (MRH=Mean Roof Height) 9.5 900 Open terrain with scattered obstructions height less than 30ft. Open country , grasslands and all water in hurricane prone regions Building Type Enclosed ( Enclosed, Open, Partially Enclosed - Section 6.5.9) Use section 6.2 definitions Roof Slope Reduction Factor 1.00 Kd - Section 6.5.4 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Kzt -Section 6.5.7 1.00 To be used when hill height H >= 15' Velocity Pressure (qz) 39.37 Psf qz=0.00256 . Kz . Kzt . Kd . VA2 .1 Section 6.5.10 Velocity Pressure(qh) 39.37 Psf qh=0.00256 . Kh . Kzt . Kd . VA2 . I Section 6.5.10 I zone 4 46.5 -50.4 zone 5 46.5 -62.2 Zone 5 for units located less than 63" from building comers End zone (a) 63 INCHES Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. Sheet W1/1 7/15/2010 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL Search Results - Applications FL# Type Manufacturer Validated By Status FL884I- Revision Therma -Tru Corporation FL #: FL8841.1 Model: A. "Construction Series" Description: 3'0 x 6'8 "Impact" Steel Single Door - Inswing or Outswing (X Configuration) Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies L.F. Schmidt, P.E. (813) 926 - 6537 Approved R1 - - History Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search, > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2007 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Department of Communly Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. privacy Statement 1 Coovriaht Statement 1 Accessibility Statement 1 Plua -in Software 1 Customer Service Survey 1 Contact Ue Product Approval Accepts: Page 1 of 1 i'4 1 L 15 2010 Refine_Seacch 8841.1 ALL ALL ALL ALL ALL ALL ALL http : / /www.floridabuilding.org/pr /pr app_lst.aspx 7/15/2010 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Product Approval USER: Public User Product Approval Menlo > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL$841 -R1 Revision 2007 Approved Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson@tttechnologies.us Steve Jasperson sjasperson @tttechnologles. us Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Wendell W. Haney PE -54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. Validation Checklist - Hardcopy Received FL8841 R1 COI CERT OF INDEPENDENCE.odf Standard Accepted Engineering Practice ASTM E1300 ASTM E1300 TAS 201, 202, 203 Page 1 of 5 Publications IBC Staff BCIS Site Map Links Search Year 2007 2004 2002 1994 http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx ?param= wGEVXQwtDquwve8GiaiJSH... 7/15/2010 Summary of Products FL # Model, Number or Name Description 8841_1 A. "Construction Series" 3'0 x 6'8 k impaEt!! Steel Single Door - Inswing or Outswing (X Conflguration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.1 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL8841 R1 II INST 8841.1.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.1.pdf Created by Independent Third Party: Yes 8841.2 B. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.2 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 Ri II INST 8841.2.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00-04.0df FL8841 R1 AE EVAL 8841.2.pdf Created by Independent Third Party: Yes 8841.3 C. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door with Sideiltes- Inswing or Outswing (OXO Configuration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.3 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 R1 11 INST 8841.3.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.3.pdf Created by Independent Third Party: Yes 8841.4 D. "Construction Series" 6'0 x 6'8 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.4 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL8841 R1 II INST 8841.4.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EO - E84 00 - 04.pdf FL8841 R1 AE EVAL 8841.4.pdf Created by Independent Third Party: Yes 8841.5 E. "Construction Series" 6'0 x 6'8 "Impact" Steel Double Door with Sidelites - Inswing or Outswing (OXXO Conflguration)conflgurations up to 8'0 in height) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.5 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.5.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EO-E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.5.pdf Created by Independent Third Party: Yes 8841.6 F. "Premium Series" 13'0 x 6'8 "Impact" Steel Single Door - Inswing or Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 05/22/2008 07/09/2008 07/14/2008 09/15/2008 05/07/2009 Page 2 of 5 http : / /www.floridabuilding.org /pr /pr_app_dtl.aspx? param= wGEVXQwtDquwve8GiaiJSH... 7/15/2010 1 Outswing (X Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.6 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation instructions FL8841 R1 II INST 8841.6.ndf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EO- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.6.odf Created by Independent Third Party: Yes 8841.7 G. "Premium Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 Ri II INST 8841.7.ndf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.7.pdf Created by Independent Third Party: Yes 8841.8 H. "Premium Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelites- Inswing or Outswing (OXO Configuration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) installation instructions FL8841 R1 II INST 8841.8.Ddf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.odf FL8841 Ri AE EVAL 8841.8.odf Created by Independent Third Party: Yes 8841.9 I. "Premium Series" 6'0 x 6'8 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.9 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. installation Instructions FL8841 Ri II INST 8841.9.Ddf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EO- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.9.pdf Created by Independent Third Party: Yes 8841.10 li. "Premium Series" 6'0 x 6'8 "Impact" Steel Double Door with Sidelites - Inswing or Outswing (OXXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 Ri II INST 8841.10.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8$41 R1 AE EQ- E84- 00- 04.pdf FL8841 Ri AE EVAL 8841.10.pdf Created by Independent Third Party: Yes 8841.11 k. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door - Inswing or Outswing (X Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.11 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL8841 R1 II INST 8841,11.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.Ddf FL8841 Ri AE EVAL 8841.11.Ddf Created by Independent Third Party: Yes 8841.12 I. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.12 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized installation Instructions FL8841 Ri II INST 8841.12.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.12.odf Created by Independent Third Party: Yes Florida Building Code Online Page 3 of 5 http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx? param= wGEVXQwtDquwve8GiaiJSH... 7/15/2010 for areas Inside the HVHZ) II 8841.13 M. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door with Sidelites- Inswing or Outswing (OXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.13 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 Ri II INST 8841.13.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EQ- E84- 00- 04.odf FL8841 Ri AE EVAL 8841.13.odf Created by Independent Third Party: Yes 8841.14 N. "Premium Series" 6'0 x 8'0 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.14 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL8841 Ri II INST 8841.14.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE E0- E84- 00- 04.odf FL8841 Ri AE EVAL 8841.14.pdf Created by Independent Third Party: Yes 8841.15 0. "Premium Series" 6'0 x 8'0 "Impact" Steel Double Door with Sidelites - Inswing or Outswing (OXXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 Ri II INST 8841.15.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE E0- E84- 00- 04.odf FL8841 R1 AE EVAL 8841.15.odf Created by Independent Third Party: Yes 8841.16 P. "Premium Series" 3'0 x 7'0 "Impact" Steel Single Door in a Split Jamb Steel Frame - Inswing or Outswing (X Configuration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.16 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. installation Instructions FL8841 Ri II INST 8841.16.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.odf FL8841 Ri AE EVAL 8841.16.odf Created by Independent Third Party: Yes 8841.17 Q. "Premium Series" 3'0 x 7'0 "Impact" Steel Single Door In a Residential Hollow Metal Steel Frame - Inswing or Outswing (X C onfiguration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.17 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. installation Instructions FL8841 Ri II INST 8841.17.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EO- E84- 00- 04.odf FL8841 Ri AE eval 8841.17.odf Created by Independent Third Party: Yes Florida Building Code Online Back I Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacv Statement 1 Copyright Statement 1 Accessibility Statement 1 plug -In Software 1 Customer Service Survey I Contact Us Product Approval Accepts: Next I Page 4 of 5 http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDquwve8GiaiJSH... 7/15/2010 TAME SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel detail 3 Horizontal toss sections 4 Vertical cuss sections 5 Buck and frame anchoring -2X tuck masonry construction 6 Frame anchoring - IX buck masonry construction 7 Bill of Materials & Components THERMAITRU' THERMA TRU DOORS 1 1 6 INDUSTRIAL DR, EDGERTON, OH 43517 TEL. (419)296 -1740 "CONSTRUCTION SERIES" STEEL DOOR INSWING / OUTSWING "IMP ' GENERAL NOTES 1. This product has been evacuated and is in compliance with the 201)7 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone (HVHZ) 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product complies with section 1626 of the Florida Building Code and does not require an impact imislunt covering. 4. When used in areas outside of the "HVHt requiring wind borne debris protection this product comples with Section 1609.1.2 of the 2007 FBC and does not require an Impact resistant covering. This product meets mistiie level °D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 7x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a flcensed engineer or registered architect. 7. Outswing configurations using coastal outswing item #39 meet water infiltration requirements for 8. Inswing confgurations and ouhwing configurations using item #31 do not meet the water intftration requirements for the "HVHZ" shall be installed only In non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to stil s Less than 45 degrees." • 37.50° MAX. OVERALL WID1H 0 IJ OUTSlanw6 37.50" x 0.50 +55.0 47.0 —` � profile bump threshold) �'7 4 Iw tiam bump -threshold} - 37.50^x80 50 _ +670 67.0 oass,, 4/24/08 sake N.T.S. DWG. B: MK SA WWN MOM Nils FL- 8841.1 MSG ] oF,.,. 0 t0 0 r 2 36.00" MAX. DOOR PANEL WIDTH CD O R PANEL C 'on series TOP RAIL C ) HINGE STILE EXTERIOR INTERIOR 0 HORIZONTAL CROSS SECTION 8 LA TCH STILE 0 BO TTOM RAIL a EXTE RIOR INTERIOR C)VERTICAL CROSS SECTION 9 I c >- m z z 0 • 4/24/08 LE N. T.S. DWG.UY AL FM WWI DRAMS FL-884 1.1 6 I3 a a z 5 133 IE 0 0 0 (€) ° HORIZONTAL CROSS SECTION Inswing configuration INTERI OR EXTERIOR p 0 0 Q 1 r em o O ® O co > v 1 -1/4" MIN. EMB. (TYP.) C) HORIZONTAL CROSS SECTION Shown w /1X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR 0.15" CSINK (TYP.) C) HORIZONTAL CROSS SECTION Inswing configuration 1- 1 /4" MIN. EMB. (TYP.) a O Z 0 WE 4/24/08 sau.E N.T.S. onm. Bf: AL ant BY: WWH DR WINS N0.: FL- 8841.1 sSEEr 3 or _L, 0 0 0 0 Z 0 1" MIN. FROM 1" MIN. FROM - MASONRY EDGE - MASONRY EDGE (TYP•) o aiSl r. 0 INTERIOR " " "" EXTERIOR O 4 VERTICAL CROSS SECTION Inswing configuration INTERIOR ��f�� EXTERIOR [ Alt- 2-1/7 MIN. FROM -.� MASONRY EDGE (TYP.) 0 4 33 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for'HVHZ" Water Infiltration requirements �z o U Z n 2-1/2" MIN. FROM MASONRY EDGE —►► EXTERIOR INTERIOR EXTERIOR O VERTICAL CROSS SECTION 4 Outswing confirguration see general notes, sheet 1 for "HVHZ" water infiltration requirements 2-1/T MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE (TYP.) INTERIOR 'INTERIOR 2-1/2" MIN. FROM MASONRY EDGE (TYP.) C) 4 22 VERTICAL CROSS SECTION Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC EXTERIOR 2-1/2" MIN. FROM MASONRY EDGE �. (n'P•) 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE --►► (TYP.) (TYP4 44 VERTICAL CROSS SECTION 4 see g nera notar 1 for "HVHT water infiltration requirements 0 l 0 2 mom 4/24/08 sou. N. T.S. DWG. BY: AL auk. Ern WWH DRUM ND, FL- 8841.1 soma 4 of 7 MASONRY OPENING 2X BUCK_\ °e TYP. HEAD & JAMBS SEE NOTE 1 • �ro BUCK ANCHORING STRIKE JAMB MASONRY OPENING FRAME 2X BUCK NOTES: 1. 1/4" Elco Concrete screws anchoring 2x buck require a minimum I" clearance to masonry edges, a 1 - 1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge dstance to mortar joints. If Concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 to masonry edges, a I -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as 'MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. TYP. HEAD & JAMBS FRAME ANCHORING Masonry 2X buck construction -o i HINGE DETAIL HINGE JAMB N LATCH & DEADBOLT DETAIL 11 6 0 0 O z 5 z 0 N cc o: Dint 4/24/08 SCALE N.T.S. DM. BY: AL cant. art WWH WARM NO.: FL- 8841.1 SHEEL 5 OF 7 NOTES: STRIKE JAMB MASONRY OPENING FRAME • . 1X BUCK y TYP. HEAD & JAMBS SEE NOTE 1 FRAME ANCHORING Masonry IX buck construction ITW concrete screws anchoring frame and /or sill require a minimum 2-1/7 clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Subsfitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and /or sill require a minimum 2 -5/8" clearance to masonry edges, a 1 -1/4° minimum embedment and a minimum 2 -1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. HINGE JAMB SEE NOTE I LATCH & DEADBOLT DETAIL HINGE DETAIL SEE NOTE 2 SEE NOTE 2 6 5' a 5 - o z DATE 4/24/08 s N.T.S. DU AL nix. BY: WWH BROBM ND.: FL- 8841.1 SHEET 6 OF 7 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4" SHIM SPACE WOOD ID 1/4" X 2 -3/4" PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4' X 1 -3/4" ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1/4 "x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 2-1/4' PFH ffW CONCRETE SCREW STEEL J 1/4' X 3-3/4" PFH ITW CONCRETE SCREW STEEL K #10 X T PFH WOOD SCREW STEEL L #10 X 2-1/T PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER -STRIP (THERMA -TRU) FOAM 8 LONG REACH COMPRESSION WEATHER -STRIP (THERMA -TRU) FOB 9 4" X 4" HINGE .097" THK. (THERMA -TRU) 10 #10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 11 #10 X 1" PFH WOOD SCREW STEEL 17 KWIKSET TITAN 700 SERIES PASSAGE LOCK STEEL 19 HEADER JAMB (4.656" X 1.25" THERMA -TRU, PINE) SG >= 0.42 WOOD 20 SIDE JAMB (4.656" X 1.25" THERMA -TRU) SG >= 0.42 WOOD 21 KWIKSET TITAN 700 SERIES DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CONSTRUCTION SERIES DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 41 DOOR SKIN; 25GA. (.018" MIN. Fy = 27,830 P51 MIN.) STEEL 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM (BASF, 1.9lbs. DENSITY) FOAM 3 1 HEAD & SIDE Jamb ih Imo-- 220" �{ I T 4.625` 31 BUMP FACE THRESHOLD LOW PROFILE 5.75" 39 HIGH WATER DAM THRESHOLD SELF ADJUSTING SADDLE THREHOLD T n 1 § RN 0) 0 to DATE 4/24/08 SCALE. N.T.S. ones er: AL doc Br: WWH DRAPING ND.: FL 8841.1 Report No. Date: ASTME84 -00 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry F.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 EQ -E84 -00-04 May 22, 2008 Evaluation of Equivalence of ASTM E84 -00 to ASTM E84 -04 ASTME84-04 Conditionine: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4±5 50±5 %RH Test Specimen: 20 -1/4" ±3/4" x 24' ±1/2 ", butted against vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.4±5 50±5 %RH Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4±5 shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120 ±15 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smoke density photocell at 15 second intervals Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4 ±5 50±5 %RH Test Specimen: 20" to 24" wide x 24' ±1/2" long, butted against vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.4±5 50±5° %.RH Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4±5 shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120±15 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smoke density photocell at 15 second intervals R : \LIBRARIES\Codes & Standards \TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ- E84- 00- 04.doc Page 1 of 2 ASTME84 -00 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT <= 97.5 ft -min., FSI = 0.515 AT. 3. When AT > 97.5 ft-min, FSI = 4900/(195 - A Smoke developed index calculation: 1. Determine the total area (A under the smoke density - time graph for the specimen. 2. Determine the total area (AR under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (A / AReaonx) times 100, then rounded to nearest multiple of 5. ASTME84 -04 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread Index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT <= 97.5 ft-min., FSI = 0.515 AT. 3. When AT > 97.5 ft -min, FSI = 4900/(195 - A Smoke developed index calculation: 1. Determine the total area (A under the smoke density - time graph for the specimen. 2. Determine the total area (A under the smoke density - time graph for the Red -Oak 3. Smoke developed index = (A / ARea -oak) times 100, then rounded to nearest multiple of 5. Accordingly, other than minor revisions and clarifications of the specimen size, ASTM E84-00 is equivalent to ASTM E84-04 referenced in the 2007 FBC and therefore meets the intent of the code. Wendell W FL P.E. # 415 57- 22 R :\LIBRARIES \Codes & Standards \TEST STANDARDS\BQUNALENCY OF STANDARDS REPORTS \EQ- E84- o0- 04.doc Page 2 of 2 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 8841.1 Rl Date: May 22, 2008 Product Category: Exterior Doors Product sub - category: Swinging Exterior Door Assemblies Product Name: "Construction Series" 6'8" Steel Door Inswing / Outswing "Impact" Manufacturer: Therma Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Therma Tru Corporation based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL- 8841.1 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell fit' y, P.E. FL No. 41 May 22, 2008 PF1225 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 8841.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item #39 meet water infiltration requirements for "HVHZ ". 8. Inswing configurations and outswing configurations using item #31 do not meet the water infiltration requirements for the "HVHZ" shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 9. See drawing FL- 8841.1 for size and design pressure limitations. Wendell FL No. May 22, 2008 :r P.E. PFI225 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL- 8841.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (Polyurethane foam core) testing per ASTM E84 -00a (ASTM E84 -00 is equivalent to ASTM E84-04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ -E84 -00-04 signed and sealed by Wendell W. Haney, P.E.) as performed by Omega Point Laboratories and reported in test report 15427 - 107362, signed by William E. Fitch, P.E. 2. Materials (Polyurethane foam core) testing per ASTM D1929- 96(2000)el as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01- 106 -18, signed by Joseph A. Reed, P.E. 3. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06 -0717 -1, signed by Wendell W. Haney, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01-741-11004.0, signed by Joseph L. Dolden, P.E. 5. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741- 10622.0, signed by Joseph L. Dolden, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06 -0717- 1, ETC 01 -741 - 11004.0 and ETC 01- 741 - 10622.0. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. endell W. FL No. 5 5 May 22, 2008 PF1225 Sheet 3 of 3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 T —DES -610 A1u m n jnj Horizontal Roller Window — N.L APPROVALDOCUMENT: Drawing No.4127 -20, titled "Alum. Horizontal Roller Window, Non - Impact ", sheets 1 through 12 of 12, prepared by PGT Industries, dated 03/2206, with revision `B ", dated 04/01/07, signed and sealed by Robert L. Clark, 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 Division. FI SSILE IMPACT RATIlIIG; None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 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•ge a /Cabe for irtsprc Lion as the job site at the request of the Building Official. This NO revieds LVC2A ND. 401 03 k 1 . 0 4 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval•docu eint snendspileQ Wu" . The submitted documentation was reviewed by Manuel Perez, P.E. • ••• .. • •• x1 • • • • • . • ••• •• ••• • • • • • • • • • • • • • • • • • • ••• • • ••• • • • • • • • •, • • • • • • • • • • • • • •• •• • ••• • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildinecode r NOA o - 1105 Expiration Date: July 27, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries • • ••• • • • • • . • • • 1 • • • • • • •• ••• •• • • • •• • •. • • • • •• •• • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • 1 • • • • ••• • • • • .•• • • • • • • • • • • • • • • • • •.• • • • • • • • • • • •• .• • • • •• •• ••• • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127 -20, titled "Alum. Horizontal Roller Window, Non - Impact ", sheets 1 through 12 of 12, prepared by PGT Industries, dated 03/22/06, with revision `B ", dated 04 /01/07, signed and sealed by Robert L. Clark, 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 PA 202 -94 4) Forced Entry Test, per FBC 24113.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5005, dated October 05, 2006, signed, sealed and dated November 08, 2006 by Edmundo Largaespada, 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 PA 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4857, dated March 08, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0327.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4860, dated February 08, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0327.04) E -1 Manuel P .E. Product Control ' ' er NOA No 07 15.08 Expiration Date: July 27, 2011 Approval Date: January 03, 2008 PGT Industries C. CALCULATIONS 1. Anchor Calculations, and structural analysis, dated 08/10/07, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 08/10/07, signed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5005, issued by Fenestration Testing Laboratory, Inc., dated 113/08/06, signed and sealed by Edmundo Largaespada, P.E. 3. Laboratory compliance letter for Test Reports No.'s FTL- 4857 and FTL- 48609, issued by Fenestration Testing Laboratory, Inc., dated 03/09/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0327.04) G. OTHERS 1. Notice of Acceptance No. 06- 0327.04, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Non - Impact ", approved on 07/27/06 and expiring on 07/27/2011. •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •.• •. • • • .• • ••• • • • • • • • • • • • •• • • • • 0 • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • . • • • • • • •• • • • • • • • • • •• • • • • • • • •• • E -2 Product Control Manuel P P.E. er NOA No 07- 0815.08 Expiration Date: July 27, 2011 Approval Date: January 03, 2008 •• ••• • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • ••• • • • ••• • • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • •• • • • •• ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• GENERAL NOTES: NON - IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: A A 3/16" ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 114" ANNEALED GLASS D. 1/4" TEMPERED GLASS E. 13/16" I.G., 1/8" ANNEALED OUTBOARD, 9/16" AIR SPACE. 1/8" ANNEALED INBOARD F. 13116" 10.,1/8" TEMPERED OUTBOARD, 9/16" AIR SPACE, 1/8" TEMPERED INBOARD G. 13/16" I.G., 3/16" ANNEALED OUTBOARD, 7/16" AIR SPACE, 3/16° ANNEALED INBOARD H. 13116" 1.G., 3/16" TEMPERED OUTBOARD, 7/16" AIR SPACE. 3/16" TEMPERED INBOARD I. 13/16° 1.G., 3/16" ANNEALED OUTBOARD, 1/2" AIR SPACE, 1/8" ANNEALED INBOARD J- 131T6"1.G., 3/16" TEMPERED OUTBOARD, 1/2" AIR SPACE, 1/8" TEMPERED INBOARD 2. CONFIGURATIONS: OX, XO, XOX Z . DESIGN PRESSURES: (SEE TABLES, SHEETS 2 THROUGH 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REO IRED N MIAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ® 7. REFERENCES: TEST REPORTS FTL -4857, FTL -4860 AND FTL -5005. ELCO TEXTRON NOA: 04-0721.01.03-0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION HR610. PREVIOUSLY REFERRED TO AS HR710. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIR-: MENTS OF THE 2004 FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Rood* Raw /4rsd ter FJC 4/1/07 Itrader Dag FJC 5/12/08 Inner oat F.K. 2/27/08 Etelslenx 8 RiftWonc A yi•dudis J.J. UPDATE NOTE CHAPME NOTE 8TO iRR EDP Tb NOTE 7. NOKOMIS. R. 34276 ADD AIR SPACED1M. NOTE 1, TEQI. REF: NOTE 7 & NOTE 9. Wbr 3 1/8" OR 3 /167)ANNEALID PE GLASS) . 17/16 j, 1/2" OR 9/16" AIR SPAC4 1 /8" OR 3/16" r f kir CC , ".ICs ? l," ANNEALED OR -- TEMPERED : P.O. BOX 1629 NOK(4A19, FL 94274 c; Z 3/16" MONOLITHIC GLASS 1/2" NOM. GLASS BITE 1_3/16" ANNEALED OR TEMPERED GLASS 1/2" NOM. GLASS BITE 1 1_ 1/4° ANNEALED OR TEMPERED GLASS 1/4" MONOLITHIC GLASS 84, 85, 86, 87, 88 OR 89 ■ EadorMxtst N 610 •"rr NTS Mat 1 d 1/2° NOM. GLASS BITE 13116"—"- - a n Dmofrean 4127 -20 - GENERAL NOTES, FLANGE &INTEGRAL nisi ALUM. HORIZONTAL ROLLER WINDOW, NOV-IMPACT B NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 1 DESIGN PRESSURES 2-4 ELEVATIONS 5 VERT. SECTIONS 6 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8 CORNER DETAIL 6 ANCHORAGE 9-12 PLO?) rT REVISED as coc :, ^ :.' `se t i h the Florida 8uihiug Co „e Accept�oL Nn O - • �, .0s imuou Date .FJJ37 - 1/ X___Q.4114,1/2,1L4FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 24" 28" 36" \_ 38 3/8" ) 48" 1 50 5/8" ) 54" 80" 63" a 4 A,E,I ' +75.0 -160.0 +75.0 -150.0 +75.0 -131.2 +75.0 - 123..1 +75.0 -88.7 +75.0 -82.1 +75.0 -75.2 +67.6 -67.6 +65.0 -65.0 C +75.0 -150.0 +75.0 -150.0 +75.0 -146.2 +75.0 =133.9 +75.0 -100.0 +75.0 -93.5 +75.0 -86.4 +75.0 -76.0 +71.7 -71.7 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -142.5 +75.0 -134.4 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -137.5 +75.0 -128.6 +75:0 -118.8 +75.0 -104.5 +75.0 -98.6 53 1/8" A,E,I +75.0 -150.0 +75.0 -150.0 +75.0 -119.6 +75.0 -109.4 +75.0 -82.7 +75.0 -78.7 +73.2 -73.2 +63.1 -63.1 +58.6 -58.6 C +75.0 -150.0 +75.0 -150.0 +75.0 -137.7 +75.0 -125.7 +75.0 -93.0 +75.0 -86.8 +75.0 -80.0 +70.2 -70.2 +66.1 -68.1 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -149.9 +75.0 -131.8 +75.0 -124.0 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -127.8 +75.0 -119.3 +75.0 -110.0 +75.0 -96.5 +75.0 -90.9 a A,E,I +75.0 -150.0 +75.0 -150.0 +75.0 -104.1 +75.0 -92.0 +75.0 -76.6 +71.5 -71.5 +65.9 -65.9 +57.7 -57.7 +54.8 -54.8 C +75.0 -150.0 +75.0 -150.0 +75.0 -129.4 +75.0 -117.5 +75.0 -85.6 +75.0 -79.7 +73.3 -73.3 +64.0 -64.0 +60.2 -60.2 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -149.5 +75.0 -137.3 +75.0 -120.0 +75.0 -112.9 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -117.7 +75.0 -109.6 +75.0 -100.7 +75.0 -68.0 +75.0 -82.8 74" A,E,I +75.0 -105.2 +76.0 . -105.2 +75.0 -105.2 +75,0 -105.2 +75.0 -75.6 +70.0 -70.0 +63.9 -63.9 +55.3 -55.3 +51.8 -51.8 C +75.0 -1052 +75.0 -105.2 +75.0 -105.2 +75.0 -1052 +75.0 -75.8 +70.0 -70.0 +63.9 -63.9 +55.3 -55.3 +51.8 -51.8 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -140.0 +75.0 -131.2 +75.0 -119.8 +75.0 -103.7 +75.0 -97.1 G +75.0 -144.6 +75.0 -144.6 +75.0 -144.6 +75.0 -144.6 +75.0 -104.0 +75.0 -96.2 +75.0 . -87.8 +75.0 -76.0 +71.2 -7t2 k A,E,I +75.0 -81.6 +75.0 -81.6 +75.0 -79.5 +75.0 - 76.7 +63.6 43.6 +60.5 -60.5 +57.0 -57.0 +50.3 -50.3 +47.7 -47.7 C +75.0 -81.6 +75.0 -81.6 +75.0 -81.6 +75.0 -81.6 +71.2 -71.2 +65.5 -65.5 +59.5 -59.5 +51.1 -51.1 +47.7 -47.7 . B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -133.5 +75.0 -122.9 +75.0 -111.5 +75.0 -95.8 +75.0 -89.5 G +75.0 -1122 +75.0 -112.2 +75.0 -112.2 +75.0 -112.2 +75.0 -97.9 +75.0 -90.1 +75.0 -81.8 +70.3 -70.3 +65.6 -65.6 Is A,E,I +62.5 -62:5 +62.5 -62.5 +62.5 -62.5 +62.5 - 62.5 +58.0 -58.0 +55.3 -55.3 +52.2 52:2 +47.5 -47.5 +44.2 -44.2 C +62.5 -62.5 +62.5 -62.5 +62.5 -62.5 +62.5 -62.5 +62.5 -62.5 +62.0 -62.0 +55.9 -55.9 +47.5 -47.5 +44.2 -44.2 B,D,F,H,J +75.0 -1172 +75.0 -117.2 +75.0 -117.2 +75.0 -117.2 +75.0 -117.2 +75.0 -116.3 +75.0 -104.8 +75.0 -89.1 +75.0 -82.8 G +75.0 -85.9 +75.0 -85.9 +75.0 -85.9 +75.0 -85.9 +75.0 -85.9 +75.0 -85.3 +75.0 -76.8 +65.3 -65.3 +60.8 -60.8 106 318" A,E,I +51.4 -51.4 +50.9 •50.9 +50.9 -50.9 +50.9 -50.9 +50.9 50.9 +50.9 -50.9 +48.3 -48.3 +43.5 -43.5 +41.7 -41.7 C +51.4 -51.4 +50.9 -50.9 +50:9 50.9 +50.9 -50.9 +50.9 -50.9 +50.9 -50.9 +50.9 - 50.9 +45.3 -45.3 +42.0 -42.0 B,D,F,H,J +75.0 -96.4 +75.0 -95.5 +75.0 -95.4 +75.0 -95.4 +75.0 -95.4 +75.0 -95.4 +75.0 -95.4 +75.0 -85.0 +75.0 -78.7 G +70.7 -70.7 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +62.3 -62.3 +57.7 -57.7 108" A,E,I +50.0 -50.0 +49.5 -49.5 +49.4 -49.4 +49.4 -49.4 +49.4 -49.4 +49.4 49.4 +47.3 -47.3 +42.9 -42.9 +41.1 -41.1 ::_wISED : ;. pall the Florida i: ^ .. •_:. No . • C +50.0 -50.0 +49.5 -49.5 +49.4 - 49.4 +49.4 -49.4 +49.4 -49.4 +49 4 49.4_ +49.4 -49.4. +45.0 -45.0 +41.7 41.7 B,D,F,RJ +75.0 -93.8 +75.0 -92.7 +750 -92.6 +75.0 -92.6 +75.0 -92.6 +75.0 -92.6 +75.0 -92.6 +75.0 -84.4 +75.0 -78.2 G i +68.8 -68.8 +68.0 -66.0 +67.9 -87.9 +67:9 -67.9 +67.9 -67.9 +67.9 -67.9 +67.9 -67.9 +81.9 -61.9 +57.3 -57.3 11 " A,E,I +47.6 -07.6 +46.9 -46.9 +46.7 -46.7 +46.7 -46.7 +46.7 -46.7 +46.7 -46.7 +46.0 -46.0 +41.7 -41.7 +39.9 -39.9 C +47.6 -47.6 +46.9 -46.9 +48.7 -46.7 +46.7 -48.7 +46.7 -48.7 +46.7 -46.7 +46.7 -46.7 +44.6 -44.6 +41.2 -41 B,D,F,H,J +75.0 -89.3 +75.0 -88.0 +75.0 -87.7 +75.0 -87.7 +75.0 -87.7 +75.0 -87.7 +75.0 -87.7 +75.0 -83.6 +75.0 -77.3 ..`: s nne • l _- � - 0 13r ' i .. ,_ �'_ /. i ,; ";;,, 0 ° ° r ► G +65.5 -85.5 +64.5 -64.5 +64.3 -64.3 +64.3 -64.3 +64.3 - 64.3 +64.3 -64.3 +64.3 54.3 +61.3 -61.3 +56.7 - 58.7 120n - A,E,I +41.7 -41.7 +40.7 -40.7 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +38.7 -38.7 +36.9 -36.9 C +41.7 -41.7 +40.7 .40.7 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 B,D,F,H,J +75.0 -78.1 +75.0 -76.4 +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 _ G +57.3 -57.3 +56.0 - 56.0 _ +55.0 55.0 +55.0 -55.0 +55.0 -55.0 +55.0 -55.0 +55.0 -55.0 +55.0 -55.0 +55.0 55.0 $` / o 0 Robert cox, P.E. PE GLASS TYPES) A. 3116" ANNEALED F. 13/16" I.G., 1/8"T, 9/16" AIR SPACE, 1/8"T 1E EST REPORTS: FTL -4860 B. 3/16" TEMPERED G 13/16" I.G., 3/16"A, 7/16" AIR SPACE, 3/16"A i FTL -5005 C. 1/4" ANNEALED H. 13/16" I.G., 3/16"T, 7116" AIR SPACE, 3/16"T D. 1/4" TEMPERED I. 13/16" I.G., 3f16 8,112 -41R SPACE, 1/8"A E. 13/16" I.G., 1/8"A, 9/16" AIR SPACE, 118 "A rJ. 13/16" LG., 3/18 "T, 1/2" AIRSPACE, .1 /8 "T RindEgc peke 1070 TECHNOLOGY DRNE ►lotcoraans,a P .O. BOX NOS, FL a FAG T urvaae DESIGN PRESSURES, XOX (1/4- 1/2 -1/4) Rood FJC „,lic 4/1107 B UPGRADE TABLE DPS PER A3TM E 1300 -02 8 ADD IF FRAME S UM HORIZONTAL ROLLER WINDOW, NON4MPACT Itn•e91e Mks 5/12/06 n6 Ibrl fear A ADD AIR SPACE D TO GLASS TYPES E- J `* Better a••xeroae rmew eorr, I NTS I 2 d 12 4127 -21! 031 `�°° F.K. G d r ?!17/DB `°'° J . JJ ° 3 a ` 3/1?!OB •• ••• • • • • • •• •• • • • • •• • • • • ••• • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • •• •• CQ3t:. (1!3,1:/3 ;1/3) FLANGE OR INTEGRAL FIN WINDOWS {FLANGED SHOWN. AN WINDOWS W/ SAME: Dm ARE:1" :S'MA* LLE:R)TABLE 1 WINDOW WIDTH GLASS: TYPE WINDQW HEIGHT 24" 26" 36 " 35318' 43" 5D 5I$" 54" 60 63" A.C:E..1 +75.0 . -140.6 +75.0 - 140:6 +75.0 -128.$ +75.1 -1:18.:5 +7 -90.0 +75,0 -84.4 +75.0.... -78.3 .: +69. -99:2 +65 :5 - 5.5 O:;p;t=,KJ +75.0 . - 1.50..0 +75.0 -150.0 +75.0 -150.0 +75:,0 -150,1) : +754 .-1.5 :0 +75.0 - 150..IJ 175:0 - 446.7 +75.0 429.8 +75:0 412 ;7 G:. •:+75.0 -150,0 ' +75.0 -150.0 +75:0 - 1500 +75.0 - 150.0: +75 :0 =124.:8 • +755,0- .-11:6..1- +75,0 - 107.6 +75..0 -95 :2 +75;0 -90:0 53 118" A„ C,.E,1 +75.0 • _1.14.8 • +75.0 • :414.8 +75. -110 +75.t? - 1:1'02: • 475:0 -83.1 175,0 77.9 +72.0 -72.0 +63,6 -63:& +:611 -60.1 B,D.,f;H +75.0 -150.0 +75.0 : -150,0 +75.0 - 1 50. 0 +75:0 .-15.0,0 +75:0. - 150:0. +75.0 _146.0 +75.0 -135.1 +75:0 41 -9.2 . +7 . &o . : • - 11:2:6 G +75.0 f - 150.0 +75.0 - . -150:0 • +75..( -1 50:0 +75:0 , -450,.0 +75 : 0. 1 +75.6 -107.1 . t75_0 .. -99 :1 +75.0 . -87:4 +75:0 :6 60" A,C,E,1 • +75.0 : -9D 0 +75 ::0 - 91:0.. •x+75 Q . -90:0 +75.0 -90.0 +75:0: -75 :8 ° +70.9 40:9 +65 -65.5 +57,6 -57 »6 +54:3 -54;3: S,D J +75.0 - 1.50.0: +75 :01 -1:500 +75.0 - 1511:.0 +75:0 . - 150.:0 +75 :0 442:1 +75.0 432.9 ' +75.0 - 1:22:7 +75.0 - 108 :0 , +75.0 . - 10.19: C. +75.0 -1218 +75.0 ,148 +75. 423,0: +'75:Q - 1: +:75 :0. 1.04.2, +75.0 -975 +75.0 . .:90.0 +'75;0 -79:2 +74,7 -74.7 66.' A;C,E,J +74; . -744 +744: -74,4 +'744' 474.4 +74 :4 : -74.4 +70 :8 . :- 711:8. +66.1 • -86,1 +61.9 , -60, +53.4 . : - a4 +50 ;3. -50:3: B,D,F ;H,J +75,0 -MO 475. - 13:$.5 +7`5 0 • -139.5 +75:0 • -139.5 +75:0 -132,7 +75.0 '. 123,_9 +75 0 - 114.2 +75,0 - 100:2 +75.0.7 -9454 to +75.0 -102.3 +75 .11 - 102.•3 +:75 0 . . - °102.4 +75,0 : - 102.3. +750 • -97.3 . +75.0. 90.8 +78..0 - 7 +73 :5 .... - 76.5. +69.2 ..69.2... 72" 1 A�,C �� -62:.5 ... -62;5: X62:5 ;025: ��5 - 62: ±62:5 •-62.5 . +62..5 .5 - •1•x.1 �1. + -07.1 .. +513x - 5:0: . 0 . +47.1_ ,57;1 B; D,F, H,J • +75 0. 4172 :- 75;0 .417.2- .: +75:0 . - 1172 +75.0. 1:17:2: , +750...:.11:7:2 +75.0 - 166.5 +75:01 1071 *75:0 -93 :8 +75.:0' • -88 2. G . +75.0 +85:9• . +75:0 -85 :9 +75:0 -85c :9 : +75 :Q -849 +75. -85 -9. +75 :0 085.4 +75:0 ;7S +680 -68:8' ; +64 :7. 44.7 74° A,C,Ext +59,2 ..59,;2 +59,2 -59 :2: . +59 :2 -59 :2 +552:' : -592 +59.2 -59: . +89 .40.2 •56';0. -554 +49:0 -49:0 • +46.1 . -46.1 ' B,D,F ;H +75,0 - 111.0 • +750 -110,5 • +75 4 - 1104: +754 410.9 i-75.0 • - 11: +70.0 - '.1.'10.9 175.0; =105`1: t7:53:)... -91.9. +750 - 864. G • x75:0 4.81.,4 +75.0 414 . +75.0 . 4 .4 . ..75.0 -81:4. +75.0 •81..4 : +75.0 : =814 +75.0:7711 +67:4 : -'67.4 444. . - 63,4:. 134" A,C,:Ex1 • :9. -4.0:9 +46,2...Y46.2 +459 ' � • -45:9. +45;9 -45.9 +45 : -45:9 ' +4$:9 • -45:9 +45 9 - 45:9 +44:7 -44;7. +42d . :•=42.0 B 1, +7 0 . _ -$'Z :9 .... . � ±l:t :5; . +75;0::1 +75.0' �s. +75,0 . -861 + . 75►.0 -$6;1 +75: .0 ... • • -86.1 + 75..0 -83.9 *75.0. : -78.7 • G +04.5 44,4 +63,5 • , :5. +011 -153.1 +63.1 -63.'1 +63.1 -63.1 +63.1 -63.1 +83:1 -83:1 +61.5 41.5 +57.7 -57.7 90 " . A;C +41,7 -41,7 +40./ . -0..7 +40:0 - 40;.0..: +40.0.. -40.0 +40.0 •40,.0. • :+40..0 * - 40::0 +4011 -40.0. +40:0 - 40.0.: +40.0.1 .-40.0 B;b,F;H,J +75:0 =78,1 +75:0 . -754. +75.0:. -75. 875:.0 45:0 +75:0 75.:0 +75.0 • -75 ;0 +780 75 :0 +75:0 . -75.0 . +75. -75,0 ;- ;.�;,._:::: `::::<x�ts oricla a � tia : : , ?d� ca -.: 4 9 G +57 :3 -57 3 + -56,0• +55:0: -55:0 +55:0 • -55:0 +55.0 -55.0 +55,0 : -55:0 . +55:0' • :55:0 +55.0 -65,0 +55.0 -55.0 GLASS TYPES: A. 3116" ANNEALED F. 13/13" 1;G :,. 118 "F, 9116" AIR. SPACE, 1l8 "T. TEST REPORTS: FT1: -4860 ... B: 3116" TEMPERED 0,13/10 ., 3/16"A, .7/16".AIR SPACE, 3116 "A F0_4005 C. 1/4 ANNEALED H. 131163 1 .G , 3/16`1, 7/1.6. AIR SPACE, 3/16"T D..114" 'TEMPERED I. 13/16" 1.(G., 3116 "A,.1 /2" AIR SPACE 1 /<8 "A -... E> :6t,r•r 01 - • lt ir E„ 1:3116" 1.0•..,118!A, 1.0•..,118!A, :11.0•..,118!A, 9116' AIR SPACE, 118 " A J. 1$/16',' 1.0.., 3/151, 1'12` AIR SPACE, 1!$"T Robe L.:{aaik,. P.E: PE.#39712 .Structural 4 1 I :q $$ . 1070 TEMOLOGY DRIVE: ' NOKOMIS: La 4275 fS . NC3KOMI 84274 $1 9: *. .3 VL Th , Best tioafprat DESIGN: PRESSURE'S,.XQX (1703413) UPGRADE IAixetos M3AaZME 1300 -02 B. ADD -LF !RAW V • SPAGJ =DIAL ttl t;LASS 7 YRES E= J ALUM. HDRLZONTAL. ewke••9ec t�510 ems NTS ROLLEf WINDOW. awat 3 Pr 12 NON IMPACT *4~0* 4127 -2`0 0?* B Vac ` 312 2!06 • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • •• ••• •• •• • • • • • • • • • • • • • • •••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • X AND X0 FLANGOR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 24" 26" 36" ? 318" 48" x'50 S/8 "J 54" 60" 63" A,C,E,I +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -147.0 +75.0 -138.3 +75.0 -128.6 +75.0 -114.3 +75.0 -108.3 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 G +75.0 -150.0 +75.0 -150.0 +75.0 -15110 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 26 1/2" A,C,E,I +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -135.2 _ +75.0 427.1 +75.0 -118.0 +75.0 -104.8 +75.0 -99.2 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 A,C,E,I ` +75.0 - 150.0 +75.0 -150.0 +75.0 -144.2 +75.0 -133.5 +75.0 -103.4 +75.0 -96.8 +75.0 -89.5 +75.0 -78.9 +74.5 -74.5 _ 37 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 150.0; +75.0 - 150.0 +750 ' 4500 +75.0 -150.0 +75.0 -140.3 +75.0 -132.5 G ~ +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +7 150.0 +75.0 -150.0 +75.0 - -150.0 +75.0 -139.2 +75.0 -122.8 +75.0 -115.9 48 " A,C,E,I +75.0 - 107.0. +75.0 - 107.0 +75.0 -107.0 • + 107.0 +75.0 -85.3 +75.0 -79.9 +73.5 -73.5 +64.2 -64.2 +60.4 -60.4 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -142.1 +75.0 -130.7 +75.0 -114.3 +75.0 -107.6 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -133.4 +75.0 -124.3 +75.0 -114.3 +75.0 - 100.0 +75.0 -94.2 A,C,E,I +75.0 -88.1 +75.0 -87.3 +75.0 -87.3 +75.0 -87.3 +75.0 -79.7 +74.7 -74.7 +68.5 -68.5 +59.7 -59.7 +56.1 -56.1 - 53118" B,D,F,H,J +75.0 -150.0 +75.0 -150.0 . +75.0 -150.0 75.0 450.0) +75.0 - 1424 +75.0 - 132.8) +75.0 -121.8 +75.0 `' w o +750 -99.7 - G .. +75.0 - 437.1 +75.0 -135.9 +75.0 -135.8 +75.0 -135.8 +75.0 -125.0 +75.0 -116.2 +75.0 -106.8 +75.0 +75.0 -87.3 54 " A,C,E,I +75.0 -85.6 +75.0 -84.6 +75.0 . -84.5 +75.0 -84.5 +75.0 -78.9 +73.9 -73.9 +67.8 -67.8 +59.0 +554 , -55.4 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -141.4 +75.0 -131.4 +75.0 -120.5 • +75.0 -104.9 +75.0 -98.6 G +75.0 -133.1 +75.0 -131.6 +75.0 -131.5 +75.0 -131.5 +75.0 -123.7 +75.0 -115.0 +75.0 -105.4 +75.0 -91.8 +75.0 -86.2 60 " A,C,E,I +71.3 -71.3 +69.7 -69.7 +68.5 -68.5 +68.5 -68.5 +68.5 -68.5 +68.5 -68.5 +63.3 -63.3 +54.9 -54.9 +51.5 -51.5 B,D,F,H,J +75.0 -126.8 +75.0 -123.9 +75.0 -121.7 +75.0 -121.7 +75.0 -121.7 +75.0 -121.7 +75.0 -112.6 +75.0 -97:6 +75.0 -91.5 G +75.0 -110.9 +75.0 -108.4 +75.0 -106.5 +75.0 -106.5 +75.0 -106.5 +75.0 -106.5 +75.0 -98.5 +75.0 -85.4 +75.0 -80.0 sr A,C,E,I +61.1 -61.1 +59.2 -59.2 +56.6 -56.6 +56.6 -56.6 +56.6 -56.6 +56.6 -56.6 +56.6 -56.6 +51.6 -51.6 +48.3 -48.3 B,D,F,H,J +75.0 -108.7 +75.0 -105.3 +75.0 -100.6 +75.0 -100.6 +75.0 -100.6 +75.0 -100.6 +75.0 -100.6 +75.0 -91.8 +75.0 -85.8 G +75.0 -95.1 +75.0 -92.1 +75.0 -88.0 +75.0 -88.0 +75.0 -88.0 +75.0 -88.0 +75.0 -88.0 +75.0 -80.3 +75.0 -75.1 72" A,C,E,1 +53.5 -53.5 +51.5 -51.5 +47.5 -47.5 +47.5 -47.5 +47.5 47.5 +47.5 -47.5 +47.5 -47.5 +47.5 -47.5 +45.7 -45.7 PRODUCTREVIs as cor�pi iug with the E) f7or Buitaingco4 A - 8 ` ,.08 aeptf!n ^c No . “iralinn gate 'rJf -+i' ' - N B,D,F,H,J +75.0 -95.1 +75.0 -91.6 +75.0 -84.5 +75.0 -84.5 +75.0 -84.5 +75.0 -84.5 +75.0 -84.5 +75.0 -84.5 +75.0 -81.3 G +75.0 -83.2 +75.0 -80.1 +73.9 -73.9 +73.9 -73.9 +73.9 -73.9 +73.9 -73.9 +73.9 -73.9 +73.9 -73.9 +71.1 -71.1 74" A,C,E,I +51.3 -51.3 +49.4 -49.4 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 B,D,F,H,J +75.0 -91.3 +75.0 -87.8 +75.0 -80.1 +75.0 -80.0 +75.0 -80.0 +75.0 -80.0 +75.0 -80.0 +75.0 -80.0 +75.0 -80.0 G +75.0 -79.9 +75.0 -76.8 +70.1 -70.1 +70:0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 _ +70.0 -70.0 !!! - � - , All! - - %. n .�'*: Pra luet 1 GLASS TYPES A. 3/16" ANNEALED F. 13/16" I.G., 1/8"T, 9/16° AIR SPACE, 1 /8"T TEST REPORTS: FTL -4857 B. 3/16" TEMPERED G. 13/16" I.G., 3/16 "A, 7/16" AIR SPACE, 3/16"A FTL -5005 C. 1/4" ANNEALED H. 13/16" I.G., 3/16"T, 7/16" AIR SPACE, 3/16"T D. 1/4" TEMPERED I. 13/16" I.G., 3/16 "A, 1/2" AIR SPACE, 1/8 "A Rope ? 2P.E. Structural E. 13/16" I.G., 1/8 "A, 9/16" AIR SPACE, 1/8 "A J. 13/16" I.G_, 3/14MIR - 112" - ET 1/8'T-h Olqic 1E1 1070'TECHNOLOGY NOImtt9s. FL 34275 P.O. Ox1529 NOKOMIS, R 34274 1 T vtstbly Beres DESIGN PRESSURES, OX AND XO WINDOWS UPGRADE TABLE DPS PERASTM E 1300.02& ADD I.F. FRAME 701 ALM HORIZONTAL ROLLER I NDOW NON-IMPA CT ADD AIR SPACEDK To ASS TYPESE -r. GL HMO NTS 4 a 12 4127 -20 I B . • • •• • • • • • • • • • •• •. • ••• •• • • • • • • • • • • • •• •• • • • • • •• ••• • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • .•• • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • ••• • • 57 3/8" MAX. DLO ALL FIXED UTES 119' MAX. WIDTH I.F. FRAME 120" MAX. WIDTH FLANGE FRAME X 112 -1l�) 33 9/16" MAX. DLO FIXED 54 5/16" MAX. DLO FIXED -+- O 33 9/16" MAX. DLO VENT C 73` WIDTH I.F. FRAME ---►I 74" MAX. WIDTH FLANGE FRAME DETAIL A - OKOR..XQ 56" MAX. DLO ALL VENTS 62` MAX. I.F. FRAME ALL CONFIG. A 63" MAX. FLANGE FRAME ALL CONFIG. A 27 3/8" MAX. DLO -- FIXED 89" MAX. WIDTH I.F. FRAME - ---+ -, 90" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 113 -113) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D A (FRAME CORNER CONSTRUCTION) D PRODUCT REVISED as complying with Mc Florida Codc A ccectanc c o O . irrtion Data - T► 1' ,,' -7.T •7 -. .. 74 7 !TV i f 'i O , T Vi 0 T'i3 CONSTRUCTION DETAIL FROM SHT. 6. FX t:.iadex F.K Elmo Bx F.K Derg 4/1RJ7 Dels 6/12/06 Debt 2/27106 Rnlskete B Ratislonc A aortae ac J.J. NO CHNNGETHIS SHEET 1070 TECHNOLOGY DRIVE NOIOS, FL 34276 P.O. BOX 1628 NOKOT18, FL 34274 El GT Visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, NON-IMPACT SaderMadst JRR810 NT$ 5 a 12 4127 -20 B L Clark, P.E. PE #39712 Structural //1 • • •• ••• • • • • • •. • • • • • •• ••• •• • ••• • • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • • • • • • •.• • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. HEIGHT FLANGE FRAME A EXTERIOR MAX. FIXED DLO INTERIOR SECTION C -C A (VERTICAL SECTION, FLANGE FRAME) EXTERIOR MAX. VENT DLO A INTERIOR MAX VENT DLO EXTERIOR INTERIOR 1-+ MAX. FIXED DLO --i EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIVRAME) SILL (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE INTERIOR MAX. WIT (IF. FRAME) [4-- MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME SECTION B -B MAX. VENT DLO HEAD (VERTICAL SECTION, I.F. FRAME)® (VERTICAL SECTION, 1.F. FRAME) A PPXDUCT REVISED as corn plying with the Florida Buildueg Code Acceptance No F , irntion Date© kradere Reader FJC Daft Date: 4/1/07 Ftr dac Reitdus Read By: Aar rer1M••e FJC &12!08 A Dram* Ofax Mods Date FJC 2/27106 J.J. 3/22/08 ADD IN7E 4I. FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS MO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, F1.34275 P.O. BQX 1520 NOKOMIS. FL 34274 A LT Visibly Better SECTIONS, FLANGE & INTEGRAL FIN 7dYr ALUM. HORIZONTAL ROLLER WINDOW, NON-IMPACT arNNloaot HROW sort RO soot — rooss we• Half I 6 a< 12 4127 -20 I B I/ 0 ? Rojert L Clark, P.E. PE #39712 Structural ITEM DWQ# REVI DESCRIPTION 1 MAIL PGT# 84 GLASS, 13/16" IG(1/8" ANNEALED, 9/16" AIR SPACE, 1/8" ANNEALED) 85 " 13/16" 10(1 /8" TEMPERED,9 /16" AIR SPACE, 1/8" TEMP)) 86 " 13/16" 10(3/16" ANNEALED, 7/16" AIR SPACE, 3/16" ANNEALED) 87 " 13/16" 10 (3/16" TEMPERED, 7/16" AIR SPACE, 3/16" TEMPERED) 88 " 13/16" 10(3/16" ANNEALED, 1/2" AIR SPACE, 1/8" ANNEALED) 89 " 13/16" 10(3/16" TEMPERED, 1/2" AIR SPACE, 1/8" TEMPERED) 90 1014 SCREEN FRAME (HOR. & VER.) 3105-1 -I14 AL 61014 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 71630 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 71631 93 1073 SCREEN SPRING ST.ST. 7CASP 94 1624 SCREEN SPLINE- .135 DIA. FOAM Et41 PVC 61624K 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 61635K 96 SCREEN CLOTH 61816 • • • • • • • • • • • • • • • • • • •• . • • • • •• • • • • • • • • • • e • • •• • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • •• • ITEM 1 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 39 40 41 42 43 50 51 52 57 58 59 80 81 82 83 DWG# 4102 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 4128 4006 1235 1096 1016 4126 7070 4139 4140 4141 1224 1225 4014 4046 4067 GLASS, n n REY A A G B 225-1 226 D WSTP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CAP B A DESCRIPTION FLANGE FRAMEHEAD SASH STOP (STD.) (ANTI LIFT CLIP) #8X3 /4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANCiE FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETING RAIL WSTP.,.187 X .230, FIN SEAL SASH TOP AND BOTTOM RAIL WSTP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING & GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETING RAIL #8 X .625 PH. FL SMS SASH SIDE RAIL I.F. FRAME HEAD LF. FRAME SILL I.F. FRAME JAMB VINYL GLAZING BEAD BULB (THICK) VINYL GLAZING BEAD BULB (THIN) GLAZINGBEAD -3/16" & 1/4" GAZINGBEAD -3/16" & 1/4" W /GRILLKI GLAZING BEAD - 13/16" MAIL 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL 6063-T6 AL 6063-T6 AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 6063 -T5 AL 6063HD -T6 AL 6063 -T5 AL BRASS POLYPROP. 6063HS -T6 AL DIE -CAST • 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 6063 -T5 AL 6063 -T5 AL PGI'# 612237 612244 7834AA 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781PQA 64110G 64054A 640660 612240 616830 42112HD 7BRWHL2 44128N 64006 675160 71096 7858 64126 67070K 74078 "C" L OR R 64139 64140 64141 6TP247W,K 6TP248K 64014 644842 64067 3/16" ANNEALED 3/16" TEMPERED 1/4" ANNEALED 1/4" TEMPERED A 1.988 DA I.F. I.F. FRAME JAMB #4141.6063 -T6 C 94139. 6063-T6 I.F. FRAME HEAD 2.784 .062 .062 I . 2 710 --j 4 .F. FRAME SILL ® #4140,6063 -T6 3.152 PRODUCT REVISED as complying with the Flat & Building Code Acccptancc No G irution Data olf r /l / ! a& Product Rend By: Agra ay: FJC Read By: F.K am* FJC Daft Dabx 4/1107 maw 542418 atc 2J271D8 talc B Rertalcar A chscader J.J. ADD ITEMS 41, 42 B 43 ADD AIR SPACE DIM TO 17EMS 84-89. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94276 P.O. BQX 1528 NOKOMIS, FL 34274 PARTS LIST Rik ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT ad..xoare Ft.810 Bade east t►•••rw NTS I 7 d 12 I 4127 -20 •n B (40 L (lark, P.E. PE #39712 Structural • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • •• •• ••• • • •• ••• • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1.373 1 u 2.710 .062 0 FLANGE FRAME HEAD #4102A, 6063-T6 .490 1 11 1 +- 1.451 -1"-1 O SASH STOP #4025, 6083 -T5 ;062 L .866 1.183 1.349 0 SASH TOP & BOTTOM RAIL #4105, 6063 -T5 73 57 GLAZING BEAD 3/16" OR 1/4" #40148,6063 -T5 2 1. 22 0 FLANGE FRAME SILL #4136, 6063 -T8 ROLLER TRACK #4131, 6063-T6 --►1 1081 -+ 32 SASH MTG RAIL #4006D, 6063HS-T8 .0.r 1.057 F . —11 .686 I` GLAZING BEAD 3/16" OR 1/4" #4046A, 6063-T5 (USED W/ GRILL KIT) 0 . FRAME SILL ADAPTER .,/ #4137, 6063 -T6 �1.513� 1 '040 1 _ . 738 [+- 1.443 -*-I SASH STOP COVER #4053,6063-T5 29 37 SASH SIDE RAIL #4126,6063 -T5 . 683 1.097 59 GLAZING BEAD, 13/16" #4067, 6063-T5 1. 87 .062 .403 -0-, 17 FIXED MEETING RAIL #4054B, 6063HD -T6 1 1.363 13 FLANGE FRAME JAMB #4002A, 6063 -T6 PRODUCT REVISED es complying with the Florida Building Code Acceptance 74o 0 nation Dam FX FX Down op F.IG Oitor DAG 4/1/07 nalor W1 2/05 2!27/06 IAYifent B klashow A tasare J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 41r 1070 TECFMJOLOGY DRNE NOKOhIB, FL 34275 P.O. BOX 1529 MOKONN% FL 34274 Via& 'Jotter EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT •.•.aaa,e Half 8 " 12 Thad s• 4127 -20 Rre B / Robot 1 7 L. t4 P.E. PE 1X19712 Structural • •• ••• • • • • • • • • •• ••• • ••• •• •• • • ••• •• •• • • • • • • •• • • • •• • • • • • • • • • • ••'• • • • • 1100 • • • • • • • • • 00 • • • • • • • • • •• 011 • • • 0.0 • • • ••• • • • • • 00 •• •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • TABLE 4 ANCORR QUANTITIES, XOX (114412=114) FLANGE FRAME WINDOWS) pLASS TYPES B,D,F,G,H,4 ANCHOR TYPE) & SUBSTRATE WINDOW SIZE W v H 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 60.000x 38.375 48.000 50.625 54.000 80.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2 +1 +C2 +1 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 0.375 x 38.375 48.000 1 +C2 +2+C2 +1 80.625 54.000 60.000 63.000 120.000x 38.375 48.000 50.625 54.000 80.000 63.000 FJG FJC DraunItg FJC GLASS TYPES A,C,E,I 2.3, WOOD 2, CONC 1 +C2 +1+t2 +1 3 1 +02 +1+02 +1 ZONES ZONES HEAD & SILL 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1+02 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +c2+2 +02+1 1+C2+2 +02+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+02+2 +C2 +1 m Q HEAD & SILL 2 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02+1+02 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1+C2+1+C2+1 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+02 +1+02 +1 3 1 +02 +1 +c2+1 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 3 1 +C2 +1+02 +1 3 1 +c2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2+1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 1+C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 1 +C2 +2 ±02+1 3 1 +C2 +2+02 +1 1+C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 1+C2 +2 +C2 +1 2 1 +C2 +2+C2 +1 1 +C2 +2 +02+1 3 1 +C2 +2+C2 +1 1+02+2 +C2+1 3 1+02 +2+02 +1 1 +C2 +2 +02+1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +02+1 3 1 +C2 +2 +C2 +1 1 +C2 +2+02+1 3 1 +C2 +2 +C2 +1 to 2 5 , 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1, CONC ZONES BEAD & SILL 1 +C3 +1 +C3 +1 1 +C2 +1+02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1+02 +1 +C2 +1 1 +03+1 +03+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02+1 +C2 +1 1 +02+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +2+03+1 1 +02+2+02 +1 1 +C2 +2+02 +1 1 +C2 +2+02+1 1 +03+1 +03+1 1 +C3 +1 +03+1 1 +C3+2 +C3 +1 1 +C2 +2+02 +1 1+02 +2+02+1 1 +C3 +2+03 +1 1 +03+2 +C3 +1 1 +C3 +2 +C3+1 1 +C2 +3+02 +1 1 +03+3+03 +1 1 +c3+2 +03+1 1+03 +2+03 +1 1 +C2 +2+C2 +1 1 +C2 +3 +C2 +1 1 +C2 +3+C2 +1 1 +C2 +3+02 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 to to Q 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 1 +C2 +2+02 +1 1 +C2 +3 +C 2 +1 2 3 3 3 3 3 2 3 3 3 3 3 23, WOOD ZONES to HEAD & SILL 2 1 +C4+2 +C4 +1 13 1 +C3+2 +C3+1I2 1 +C3 +2+C3+1I3 1+C3+2 +03+1 13 1 +C3 +2 +C3+1I3 1 +C3+1 +C3+1I3 1 +03+1 +03+113 1 +C3+2 +03+1 12 1 +03 +2 +q+1 13 1 +C3+2 +C3 +1 13 1 +C3 +2 +03+11 3 1 +C3+2 +03+11 3 1 +C3 +2+03+1 3 1 +C3+3+ 3+112 1 +C3+3+C3+11 3 1 +C3+3 +C3 +1I3 1+C4+2+C4+1 3 1 +C3+2+C3 +1 3 1 +C2 +4 +C2 +1 2 1 +C3+3 +C3 +1I3 1 +C 3+3 +C 3+11 3 1 +C4 +3+C4 +113 1+C4+2+C4+1I 3 1 +C4 +2+C4+1 I3 1 +C2+3 +02 +1 13 1+C4 +4 +C4 +1 3 1+C4+4+C4 +1 13 1 +C4 +4 +C4 +1 14 1 +C4 +3+C4 +1I4 1 +C4 +3 +C4 +114 1 +C2 +3 +C2+1I3 1 +C3+4 +C3+1I 3 1 +C4+4+C4 +1I3 1+C4 +4+04+1, 4 1+C4 +4 +C4 +1I4 1 +C4 +4+C4+114 Daft 4H/07 1 Br REVISE HEAD & S9.L ANCHOR CLUSTER FORMAT A Olrard•d ar J.J. Oita Wit Rota= WINS O•rc 227AX ALAI ? SPACE D I A L N S I O N 3 GLASS TYPES E T HR U J. CWa 3/22108 I 2, CONC ZONES HEAD & SILL 1 +03+2 +C3 +1 1 +C3 +2+03 +1 1 +03 +1 +03 +1 1 +03+1 +03 +1 1 +03+1 +C3 +1 1 +03 +1 +C3 +1 1 +02+2+02 +1 1 +C3 +2 +C3 +1 1 +03+2 +03 +1 1 +03 +2+03 +1 1 +03+1 +C3 +1 1 +C3 +1 +03+1 1 +02+2 +02 +1 1 +03 +2 +03 +1 1 +C3+2 +03 +1 1 +C3 +2+03 +1 1+03 +2 +C3 +1 3 2 1+03 +2 +03 +1 1 +C2+3+C2 +1 1 +C3 +2 +03+1 1 +03+2 +C3+1 1 +03 +2 +03+1 1 +C3 +2 +C3+1 1 +03+2 +C3+1 1+03+3+03 +1 1+04 +3 +04 +1 1+04 +3 +04 +1 1 +04 +3 +04 +1 1+02 +3 +C2 +1 1 +C2 +3+02+1 1 +03 +3 +03+1 1 +03+3 +03+1 1 +04 +3+04+1 1 +C4 +3+04+1 1070 TECHNOLOGY DRIVE NOKOWS, FL 34275 P.O. BQX 1578 NoKOkes. FL 34274 m 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 2 3 3 3 3 3 1 +02 +3 +02+1 1 +03 +3+03 +1 2 r 3 3 3 3 3 2 3 3 3 3 3 1 CONC - I ZONES HEAD & SILL 1 +C3+2+C3 +1 1 +04 +2 +04 +1 1+04+2 +C4 +1 1 +04 +2 +04 +1 1 +04+2 +04 +1 1 +C4 +1 +C4 +1 1 +03+2 +C3 +1 1+C4+2+C4+1 1 +04+2 +C4 +1 1 +C4 +2 +C4 +1 1 +C4 +2+04 +1 1 +C4 +2 +C4 +1 1+03+3+03 +1 1 +04 +3+04 +1 1 +04 +3+04 +1 1 +C4 +3+04 +1 1+05+2+05+1 1 +04+4 +04 +1 1 +C4 +4 +04 +1 1 +C4 +3+04 +1 1 +C5+3+C5 +1 1 +C5+3+C5+1 1 +C4 +4 +04 +1 1 +C4 +4 +04+1 1 +C4 +4 +C4 +1 1 +05 +4 +05+1 1 +05+4 +05+1 2 +02+4 +02 +2 2 +04+4 +04 +2 2 +C4 +5+04 +2 2 +01+5+04 +2 2 +05+5+05+2 2+05 +5+05+2 0) g m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1 +04+2 +04 +1 1 +03+5+03 +1 3 2 3 3 3 3 3 1 +02 +4+C2 +1 2 3 3 3 2 3 3 3 4 Visa$ Betsey NOTES: 1. ANCHOR TYPES: /1 = 174" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 3/16" ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/4" ANNEALED GLASS D.1/4" TEMPERED GLASS E. 13/16° LG.,1/8° ANNEALED, 9/16" AIR SPACE, 1/8" ANNEALED F. 13/16" I.G., 1/8" TEMPERED, 9/16" AIR SPACE, 1/8" TEMPERED G. 13/16" 1.G., 3/16" ANNEALED, 7/16" AIR SPACE, 3/16" ANNEALED 11.13116" LG., 3/16" TEMPERED, 7116" AIR SPACE, 3116" TEMPERED .13/16" I.G., 3/16" ANNEALED, 1/2" AIR SPACE 1/8" ANNEALED J. 13/11S"l.G - 3/t6 TEMPERED, 1/2" AIR SPACE,1/8"TEMPEREDf 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 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: A X O X 11+C3 +4 +03 +1 13 J ANCHOR QUANTITY PER JAMB 1 25 3/4" max. --� I-•-3" MIN. l�t t t 9" REF. X # EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 1 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS assaarrot ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT mart 101610 HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 0 MTG. RAIL, TYP.- X r 25 3/4" MAX 1 1/2° TYP. 1.-P-3" MIN. 1 1 lSit X 1- 1 O Otarfratia NTS 9 of 12 I 4127-20 B PRODUCT REVISED as cur.: =';, ing with Ule Florida $uiEd to ;!;c•to Acc::. :cNo 0: 15. 08 at xsDate - Q?f %,∎(1 O P By / r /.. IA i.. I+4iami Product Div 12 L. Clark, P.E. PE 839712 Structural • •• ••• • • • • • • • • • • • • s•• • •• ••• •• • • • ••• • ••• •. • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • ••• • •• •• • • ••• • • • •• • • • • • . • • • • • • ••• • ••• • . • • • • • • • • • • • •• •• ••• • • ANCHOR QUANTITIES, XOX (1/3 -113 -113) FLANGE FRAME WINDOWS TABLE 5 ANCHOR TYPE & SUBSTRATE WINDOW SIZE W v H 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 60.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.376 48.000 50.625 54.000 60.000 63.000 84.000 x 38.375 48.000 50.625 54.E 60.000 63.000 90.000 x 38.375 48.000 50.625 54.000 60.000 63.100 Road EIF Duke F.K 47107 Raider nom FJ( W12V6 Doran*: pax FJ( 2/27/08 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1+02 +1 1+C2 +1+02 +1 1+02 +1 +C2 +1 1+02 +1+02 +1 1+02 +1 +02+1 1+C2+1+C2 +1 1+C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1+02 +1 1+02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2+1 3 1 +C2 +1 +c2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1+02 +1+02+1 2 1 +C2 +1 +02+1 3 1+02 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02+1 2 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 1+02 +1 +C2 +1 1 +C2 +1+02 +1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1+02 +1+02+1 1 +C2 +1 +C2 +1 1 +C2+1 +1 1+02 +1 +02+1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1+02 +1+C2 +1 1+02 +1+C2 +1 1 +C2 +1 +C2 +1 1+C 2 +1 +C2 +1 1 +C2 +1+02 +1 1+02+1+02+1 1+02 +1 +C2+1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1+02 +1 +C2 +1 1+02+1 +C2 +1 1+02 +1+02 +1 1+02 +1 +C2 +1 1+02 +1 +C2 +1 1 +C2 +1+02 +1 1 +C2 +1 +C2 +1 1 +02+1 +C2 +1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1 +C 2 +1 +02+1 1 +C 2 +1 +C2 +1 1 +02+1 +C2 +1 1 +C2 +1+02 +1 1+c2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1 +02+1+02 +1 1+C2 +1+02 +1 1+02+1 +02+1 1+02 +1 +C2 +1 1 +C2 +1 +C2 +1 9 +02+1 +C2 +1 1+02 +1 +C2 +1 1+02 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02+1 1+02 +1 +02+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2+1 +C2+1 1 +C2 +1+02 +1 1 +C2+1+C2+1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+02 +1 1 +C2 +1 +C2 +1 1+02 +1+02 +1 1 +C2 +1 +C2 +1 1 +C2 +1+02+1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +02+1 +C2 +1 1 +C2 +1+02 +1 1 +02+1 +C2 +1 1 +C2 +1+C2 +1 1+02 +1 +C2 +1 1 +C2 +1+G2 +1 1 +C3 +1+03 +1 1 +C2+1+C2 +1 1 +03+1 +C3 +1 1 +03+1 +C3+1 1 +C3+1+c3 +1 1 +C3+1+C3+1 1 +C3+1+C3+1 1 +03+1+03+1 1 +03+1+03+1 1 +03+1 +C3 +1 1 +q +1 +C3 +1 1 +03+1+03+1 1 +C3 +1+03 +1 1 +03+1 +03+1 1 +C3+1tC3+1 1 +03+1 +03+1 1+03 +1+03+1 1 +C3+1+C3 +1 1+03+1 +03+1 1 +c2+1+C2 +1 1+03+1+03 +1 1 +03+1 +03+1 1 +03+1 +C3 +1 1 +03+1 +C3 +1 1 +C3 +1+03 +1 1 +C2 +1+02 +1 1 +03+1+03 +1 1 +03+1 +03+1 1 +03+1+03+1 1 +03+1 +C3 +1 1 +03+1+03 +1 1 +C2 +1 +C2 +1 1+02+1 +C2 +1 1+03 +1+03+1 1 +C3 +1 +C3 +1 1 +C3 +1+03+1 3 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 4 1 +02+1 +02+1 4 1 +C3 +1 +03+1 4 1 +C3+1 +C3 +1 4 1 +C3 +1+03 +1 3 1 +C2 +1 +C2 +1 3 1 +C 2 +1 +C 2 +1 3 1+02 +1 +C2 +1 4 1 +02+1+02+1 4 1+03 +1 +C3 +1 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +03+1 +C3 +1 1 +C3 +1 +03+1 1+03+1 +03+1 1 +C3 +1 +03+1 1 +03+1 +03+1 1 +C2 +1 +02+1 1 +C3 +1 +C3 +1 1 +C3 +1 +c3 +1 1 +C3 +1 +03+1 1 +C3 +1+C3+1 1+03 +1 +C3 +1 1+02 +1 +C2 +1 1 +03+1 +03+1 1 +03+1 +C3+1 1 *C3 +1 +C3 +1 1 +03+1+03 +1 1 +03+1 +03+1 1 +02+1 +C2 +1 1 +C3+1 +C3+1 1 +C3 +1 +C3+1 1+03 +1+03+1 1 +C3+1 +C3+1 1 +0+1 +03+1 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1 +C4 +1+C4+1 1 +03+1 +C3 +1 1+C4 +1 +C4 +1 1+C4 +1 +C4 +1 1+C4 +1+C4 +1 1 +C4 +1+C4 +1 1 +C4 +1 +CA +1 1+03+1 +03+1 1+04 +1 +C4 +1 1+C4 +1 +C4 +1 1 +C4 +1 +C4 +1 1 +C4 +1+C4 +1 1 +C4 +1+04 +1 2 +C3+2 +03+2 1+C4 +1 +C4 +1 1+C4 +1 +C4 +1 1+C4 +1+C4 +1 1 +C4+1+C4 +1 1 +C4 +1+C4 +1 2+C3+2 +C3 +2 2 +C3+2+C3 +2 2 +C4 +2+C4 +2 1 +C4 +1 +C4+1 1 +C4 +1 +C4+1 1 +C4 +1+C4 +1 2+02+2+02+2 2 +C3 +2 +C3 +2 2 +C3+2 +03+2 2+03 +2 +C3 +2 2+C4+24-C4+2 1+C4 +1 +C4 +1 2 +C2+2 +C2+2 2 +C3+2 +C3 +2 2 +C3+2 +03+2 2 +C3 +2 +03+2 2 +C4+2+C4 +2 4 3 3 3 3 4 4 4 3 3 3 3 3 4 4 2 3 3 3 3 GLASS TYPES A,C,E,1 GLASS TYPES B,D,F,G,H,J 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES N HEAD & SILL HEAD & SILL. Favaicac 4taalikor B REVISE HEAD & SILL ANCHOR CLUSTER FORMAT mmwma A ADD AIR SPACE DIM US/ON$ GLASS TYPES E7HRU cede,• Der J.J. 3122100 ZONES ZONES ZONES ZONES N !n co HEAD & SILL 2 HEAD & SILL g HEAD & SILL rn co N HEAD & SILL 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 2 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+03+1 +C3 +1 3 1 +C3 +1 +03+1 3 1 +C3 +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +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 4 1 +C3 +1 +C3 +1 3 1 +C4 +1+C4 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1+02 +1 3 1+03+1+03 +1 4 1 +03+1 +C3+1 3 1+C4 +1 +C4 +1 3 1 +C2 +1+(2+1 3 1+02 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +c3+1+C3+1 4 1 +C3 +1 +03+1 3 2 +C4 +2+C4 +2 4 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 c, „T_ 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. 3/16" ANNEALED GLASS B. 3/16" TEMPERED GLASS C.114" ANNEALED GLASS D. 1/4° TEMPERED GLASS E. 13116" I.G., 1/8" ANNEALED, 9/16" AIR SPACE, 1/8" ANNEALED F. 13/16' I.G., 1/8" TEMPERED, 9/16° AIR SPACE, 1/8" TEMPERED G. 13/16" I.G., 3/16" ANNEALED, 7/16" AIR SPACE, 3/16" ANNEALED H. 13/16" I.G., 3116" TEMPERED, 7/16" AIR SPACE, 3/16" TEMPERED I. 13/16" I.G., 3116° ANNEALED, 1/2" AIR SPACE, 1/8" ANNEALED J. 13/16" I.G., 3/16° TEMPERED, 1/2" AIR SPACE, 1/8" TEMPERED 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 25 3/4' MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X 0 X I1 +C3+1+C3 +1 13 I -4 ANCHOR QUANTITY PER JAMB t 1 ( 25 3/4" MAX. -►) 1+-3" MIN 1 1 1 4 9" REF. X O X MTG. RAIL, TYP.- HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) TiOr .L_ 9" REF. arawaeE HR610 25 3/4" MAX. 1 1/2° TYP. I+3" MIN. MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT emir emNE NTSr10 12 X Daemon 4127 -20 A B PRODUCT REVISED as complying with the Florida Bnikt*, Cale Acceptance Nu on Date rl L Clark, P.E. PE #39712 Structural ANCHOR TYPE & SUBSTRATES 2,3, WOOD 2, CONC WINDOW SIZE W v 26.500 x 38.375 48.000 50.625 54.000 60.000 63.000 37.000 Xj t38.375j 54.000 60.000 63.000 IL W Q z L 0+ 0 z D flowdEht FJC FJC 48.000 x 38.375 4&000 50.625 54.000 60.000 63.000 53.125 x_38.3 5J 48.000 I 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38. 75 48.000 a 0 0 z 50.625 54.000 60.000 63.000 < 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Mac ramthloic Dane 4/1/07 am,: 5/12/08 Draw* Dec FF.1C 2127/06 B Flarkdone A ZONES 4 J = N 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3+1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3+1 1 +C3+1 1 +C3 +1 1 +C3 +1 1+C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3+1 1 +C3 +1 1 +C3+1 1 +C3+1 3 1 +C3+1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3+1 1 +C3 +1 1 +03+1 1 +C3 +1 1 +C3 +1 3 1 +C3+1 3 1 +C3+1 +K+ 1 +C3+1 1 +03 +1 1 +C3+1 1 +C3 +1 1 +C3+1 1 +C3+1 1 +C3 +1 1+C3 +1 1 +C3 +1 1 +C3+1 1 +C3+1 1+C3+1 1 +C3 +1 REVISE HEAD 8 S/LLANCHOR CLUSTER FORMAT ADD AR SPACEDIMENSIONS GLASS TYPES E THRU tanked al: ark J.J. 222/08 GLASS TYPES A,C,E,I 03 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 3 3 3 3 3 3 2 3 3 3 ZONES CI J W CD to CD 2 1 +C3+1 2 1 +C3+1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 1+C3+1 3 1 +C3+1 2 1 +C3 +1 3 1+C3+1 3 1 +C3+1 3 1 +C3+1 3 1 +C3+1 3 1 +C3+1 - 2 1 +C3+1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 2 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C3+1 2 1 +c3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3+1 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 1 +C3 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C3+1 3 1 +C3 +1 3 1, CONC 2,3, WOOD 2, CONC 1 +C3 +1 ZONES �= m 6 i S e8 1 +C3+1 2 1 +C3 +1 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C3+1 1+C3 +1 3 1 +03+1 3 1 +C3 +1 3 1 +C3 +1 3 1+q +1 1+C3 +1 3 1 +C3 +1 3 1 +C3+1 1 +C3 +1 3 1 +C3 +1 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 2 1 +C3+1 3 1 +C3+1 3 1 +C3+1 3 1 +C3 +1 3 1 +C3 +1 3 1+C3 +1 3 1 +C3 +1 3 1 +C3 +1 1 +C3 +1 3 1 +C3+1 3 1 +C3+1 1 +C3+1 3 1 +C3 +1 3 1 +C3 +1 3 GLASS TYPES B,D,F,G,H(J 1 +C4 +1 5 1 +C3+1 2 +C3+2 4 2 +C3+2 ZONES ZONES J a m W4 0 J 2+C4 +2 5 2 +C3 +2 1 +C3+1 2 1 +C3 +1 1 +C3 +1 3 1 +C3 +1 1 +C3 +1 3 1 +0+1 1 +C3 +1 3 1 +C3 +1 1 +C3 +1 4 1 +C3 +1 1 +C3+1 4 1 +C3 +1 1 +C3 +1 3 1 +C3 +1 1 +C3+1 4 1 +C3 +1 1 +C3+1 4 1 +C3 +1 1 +C4 +1 4 1 +C3 +1 1 +C4 +1 4 1 +C3 +1 1 +C4 +1 4 1 +C3 +1 2 +C3+2 4 1 +C3+1 2 +C4 +2 5 1 +C3 +1 2 +C4 +2 5 1 +C3 +1 1 +C4 +1 5 1 +0+1 1 +C4 +1 5 1 +C3 +1 2 +C4 +2 5 1 +C3 +1 2 +C4 +2 5 1 +C3 +1 1 +C4 +1 5 1 +C3 +1 1 +C4 +1 5 1 +C3 +1 2 +C3+2 4 2 +C3 +2 2 +C4 +2 5 2+C3+2 2+C4 +2 2 +C3+2 2 +C4 +2 5 2+C3 +2 2 +C4 +2 5 1 +C3 +1 2 +C4 +2 5 1 +C3+1 4 2+C3+2 2 +C3 +2 5 2 +03+2 2 +C3 +2 5 2 +C3 +2 2 +C4 +2 5 2 +C3 +2 2 +C4+2 5 2 +C3 +2 2 +C4 +2 5 1 +C3 +1 2 +C3 +2 3 2 +C3 +2 2 +C3 +2 4 2 +C3 +2 2 +C3 +2 4 2 +C3 +2 2 +C3+2 5 2 +C3 +2 2 +C4 +2 5 2 +C3+2 2 +C4 +2 5 2 +C3 +2 N 03 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 3 3 4 ZONES O co 1 +C3 +1 1+C3 +1 1 +C3 +1 1 +C3 +1 1 +03+1 1 +C4 +1 1 +C3 +1 1 +C4+1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS. FL 34271 1, CONC 1 +C4 +1 _ 1 +C4 +1 1 +C5+1 1 +C5+1 2 +C3 +2 2 +C4 +2 2 +C5+2 2 +C5+2 2 +C5+2 1 +C5+1 2 +C4 +2 2 +C5+2 2 +C5+2 2 +C5+2 2 +C5+2 2+C5+2 2 +C3+2 2+C4 +2 2 +C5+2 m Q 2 3 3 3 3 4 4 4 4 4 5 5 4 4 4 5 4 4 5 5 2 +C5+2 2 +C5+2 2 +C5+2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C4 +2 2 +C5+2 2 +C5+2 2 +C3+2 2 +C3 +2 2 +C3+2 2+C4 +2 5 5 5 4 5 5 5 3 4 4 4 2+C4+2 2 +C5+2 5 5 NOTES: 1. ANC1lOR-TYPES: - F1 /4" ELCO TAPCQNS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 3116" ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/4" ANNEALED GLASS D. /4" TEMPERED GLASS E. 13/16" I.G., 1/8" ANNEALED, 9/16" AIR SPACE, 118° ANNEALED F. 13116" I.G., 1 /8" TEMPERED, 9118° AIR SPACE, 1/8" TEMPERED G. 13/16" I.G., 3/16" ANNEALED, 7/16" AIR SPACE, 3/18" ANNEALED H. 13/16" I.G., 3116" TEMPERED, 7116° AIR SPACE, 3118" TEMPERED L 13/16" I.G., 3/16" ANNEALED,1/2" AIR SPACE, 1/8" ANNEALED J: 13/16" I.G., s/t6` TEMPERED- 1/2" -- AIR- SPACE,-1 /8°- TEMPERED 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. PST Visibly Better Ekekelliodst HRSIO HEAD & SILL 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. A 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O X 12 +C3 +2 13 --- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) I 18 3/4" MAX. 1-0-3" MIN. 9 REF. 1 MTG. RAIL AS. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 3/4° MAX. 1 1 1/2" TYP. I - MIN. 9" REF. 1 MTG. RAIL ® ,. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS as ANCHORAGE SPACING, XO AND OX WINDOWS rrnc ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT I� MTS Mot 11 a 12 4127 -20 l B PRODUCT I E;J►SED as comply u,;; with die Florida Building Cad Acceptance > � '1 • D ,•'. • Vi i% 1 t L: Clark, P.E. PE 339712 Structural MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF A CCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinicodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has beenreviewed by Miami -Dade County Product Contran vision and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 S1:1-60WAlitmioum Single Hung. Window — N1 APPROVAL DOCUMENT: Drawing No. 4032 -20, titled "Alum. Single Hung Window, Non - Impact ", dated 09/21/05 with revision C dated 02 /16/07 sheets 1 through 14 of 14, prepared by manufacturer, signed and sealed by Robert L. Clark, 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 Division. MISSILEIMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 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. ..Thal NQA.revjses #05 and consists of this page 1 and evidence pages E -1 and E -2, as well as • apprdva1J cgirrens nserStioned above. •The suliin 4I 4oc enta was reviewed by Jaime D. Gascon, P.E. •• ••• •• • . • •• • • • • • • • • • • • •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• • • • • • • • • • • • .•• • • NOA No. 06- 1211.07 Expiration Date: January 26, 2011 Approval Date: March 23, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4032 -20, Sheets 1 through 14 of 14, titled "Alum. Single Hung Window, Non - Impact ", prepared by manufacturer, dated 9/21/05, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of proview aluminum single hung w /integral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test Report No. FTL -4886, dated 03/16/06, signed and sealed by Eduardo Largaespada, 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window w /integral fin (3/16" temp.), prepared by Fenestration Testing Laboratory, Test Report No. FTL -4959, dated 07/19/05, signed and sealed by Eduardo Largaespada, P.E. (All tests below submitted under NOA #05- 0928.03) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. & 3/16" ann.), prepared by Fenestration Testing Laboratory, Test Report No. FTL -4655, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Water Resistance Test, per FBC, TAS 202 -94 3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum single hung window (3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL -4658, dated 07/15/05, signed and sealed by Eduardo Largaespada, P.E. 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. • •• •.. • • FTL -4657, dated 07/08/05, signed and sealed by Eduatdrspad • • • • Jil inie D. Oascon, t" hief, Product Control Division NOA No. 06- 1211.07 • • • • • • Expiration Date: January 26, 2011 • • • • • • • • • • • • • Approval Date: March 23, 2007 • • • • • •• • • • • • • • • • • • ••• • E - l •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL -4656, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. 7. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL -4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. 3/16" ann. & 3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL -4653, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E.) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 12/05/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated December 5, 2006, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated December 5, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0928.03, issued to PGT Industries for their Series • • ••• • • " Seris SH - 600" Aluminum Single Hung Window, appr ved on 0 6/ • • ; •.; Qxpirtng of 01/26/11.. •• • • • • ••• • • • • • . • • • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • •• • • • •• • • E -2 Jaime D. Gascon, • . C ief, Product Control Division NOA No. 06- 1211_07 Expiration Date: January 26, 2011 Approval Date: March 23, 2007 •• ••• • • • • • • • •• ••• • ••• • • • • • . • • . • • •• • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • •• • • • • ••• • • • ••• • • • • •• •• • • • • •• • • • • • • • • • • • •• • • • • • •• • • .• • • • • • • • • • • • •• •• • • • • • • • • • ••• 1. GLAZING OPTION,S: (SEE DETAILS ON SHEET 2) A. 3116" ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/4" ANNEALED GLASS D. 1/4' TEMPERED GLASS E. 13/18" I.G., 1/8° ANNEALED OUTBOARD, AIR SPACE, 1/8" ANNEALED INBOARD F. 13/16" I.G., 1/8" TEMPERED OUTBOARD, AIR SPACE, 1/8" TEMPERED INBOARD G. 13/16" I.G., 3/16" ANNEALED OUTBOARD, AIR SPACE, 3/16" ANNEALED INBOARD H. 13/16" I.G., 3/16° TEMPERED OUTBOARD, AIR SPACE, 3/16" TEMPERED INBOARD I. 13/16" I.G., 3/16" ANNEALED OUTBOARD, AIR SPACE, 1/8" ANNEALED INBOARD 113/16 I.G., 3/16" TEMPERED OUTBOARD, AIR SPACE, 1 /8' TEMPERED IN 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL Wt LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: SEE TABLES 1 THROUGH 3, SHEETS 3 THROUGH 5. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY: 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRQDUCT. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAM1 -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4653, FTL- 4654, FTL- 4655, FTL- 4656, FTL -4857, FTL -4658, FTL -4886 AND FTL -4959. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH800, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). RrwdaS FJC 7e"•der: F.IC irssd F.K FJC GENERAL NOTES: NON - IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS volt 2/18/07 aft 2/E+07 Grey 11/27/76 7 4/05 Rwelskalc c 8 *MEW fr A U edrdiss J.J. NO CHANGE THIS SHEET REPI ACE 2004 WITH CURRENT ADDITIOK NOTE 9 CHANGE NOTES 3, 4AND 7. ADD NOTE 9. 1/75 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NONONS, FL 34274 PGT Visibly Better GENERAL NOTES ALUM. SINGLE HUNG WINDOW, NON - IMPACT ae.s•ee e r.re Sao 00 • 1 or 14 I 4032-20 C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS DESIGN PRESSURES ELEVATIONS VERT. SECTIONS HORIZ. SECTIONS PARTS LIST 8 CORNER DETAIL 9 EXTRUSIONS 8, 9 ANCHORAGE 10 -14 2 3-5 6 7 7 PRODUCT REVISED as toutpbieg with I* Midis AcA . C -' • •• • •• • • • • • •• • • • • • • • • •• • • • • • •• • ••• • • • • • • • • • • • •• • • ••• • • • • • • ■ • • • • • • •• •• ••• • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • ■ ••• • • • • • • • • ••• • • • • • • • •• •• • • A MIN. 3.4 KS$ CONCRETE 1x WOOD BUCK, NOTE 3 i CONCRETE ANCHOR, NOTE 1 WOOD ANCHOR, NOTE 2 CONCRETE ANCHOR, NOTE I DETAIL A 1 /4" MAX. A SHIM 1 ' MIN. 1 ailLtS MIN. 3.4 K CONCRETE _ DETAILO - 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 • :: NOTE 1 A� 1/4" MAX. SHIM WOOD ANCHOR, NOTE 2 TYPICAL FLANGE FRAME HEAD SECTIONS 1/4" MAX. SHIM -- 1 CONCRETE OR, NOTE 1 1x WOOD BUCK, NOTE 3 DETAIL B DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4" MAX. SHIM ,• NOTE 1® • 13/4" MIN. SI� ( E.D. TYP. ® TYPICAL FLANGE FRAME SILL SECTIONS __ ire 'i - , (Tii z,v Ti7J•T "" =`3 a sTi -, F.K. 4/1V7 0 ADD . FRAME. CHG. NOTE 5 TO FBC, "CURRENT EDITION" F.K W12/08 A ADDNO7E5. DISYMBJC FJC aft 2/27/08 J.J. Tam I 1 1/4° MIN. (1.5 KSI CMU) PER NOTE (3.4 KSI COQ( 13/4" EXTERIOR INTERIOR "• MIN. E.D (H & SILL DETAILS A, B, C, D, & H) TYP. 1070 TECHNOLOGY DRIVE NOKOMIS, F134275 P.O. SOX 1529 NOKOMIS, FL 34274 NOTES: _ Al -FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELSO TAPCONS EMBEDED 13/8" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. A2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. INTERIOR (JAMB DETAILS E, F & 1) EXTERIOR 0 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL. THICKNESS IS LESS THAN 1 1/2'. Ix WOOD BUCKS ARE OPTIONAL W UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" 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 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #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,)1AAY BE USED. 5. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT PGT DETAIL G (SILL) DETAIL I (JAMB) A TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS 7•b[ DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. a•,w•rr Sere art gym". HR810 NTS 12 d 12 4127 -20 ALUM. HORIZONTAL ROLLER WINDOW, NON- IMPACT B _ " .;,r• ni::iEi :Florida E : 0,10 7•'oO Expirc:ion i)atc •7 113=1 By /J/._. (f,L • J • • • • • • • •• • • • • • • • • • • ■ • • • • • • •f • •• • • • fie' P/ • 1 P • • 1 • • SUU ral• 41 • • ••• • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • • • • • • • • • • •• •• • • • ••• • • • • • • • • • 4 .. •. • • . . , . .. • • 1S • • • • • • • • • . . • • • • . ••• ••. • • ••. •• • • • • • • • • • • • • • • • • • • • • • • • ' • ` • • • • • • • • ••• • • • • • • • • • • • • ••• • '• • • •• • •.• • • • • • • • • • • • • • •• •• tee: Oft Reraions FJC 21f807 C F.K ?YL07 8 RAW* Aron /OnWoac FJC 19271018 A twos FJC J.J. ---04 I-m-- 3118° ANNEALED OR TEMPERED GLASS 3/16" MONOLITHIC GLASS NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD I.F. OPTION ITEM NO. astr 112" NOM. GLASS BITE 1 C1 OR 47) � .;.— __.! P.O. BOX 1629 NOICO&BB. FL 34274 3/16 1070 TECHNOLOGY DRIVE NOKOMIS. FL 342t5 1/4" MONOLITHIC GLASS 13/6 "NSULATESS 1 -1 ANNEALED OR TEMPERED GLASS 112" NOM. GLASS BITE. f a 1I6" OR 3116" ANNEALED OR TEMPERED GLASS AIR SPACE 118" OR 3116" ANNEALED OR TEMPERED GLASS GLAZING DETAILS 3 112" NOM. GLASS BITE f ALUM. SINGLE HUNG WINDOW, NON - IMPACT 6sU"eeart Doerr awe am•erb 17M: 04600 - I Full 2 or 14 4032.20 C a EXTERIOR INTERIOR [> (ALL SECTIONS) RO rt L. Gark, P.E. PE 839712 Strum,ra) • •• •• • • • e • •• • • • • • •• • • • • • • •• ••• •• • • . ••e •• • • • • • • • • •• • ••• 0 • • • • • • • • • • ••• ••• ••• • • • • • • • • • •i• •• •• • • • •• e. • • ••. • • •l. • • • • • • • • • 37" 40" 44" B,D,F,H,J A B,D,F,H,J - G C,E, 1 A B,D,F,H,J G C,E, I A B,D,F,H,J G C,E, 1 A B,D,F,H,J +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 • -120.0 -120.0 -120.0 -120.0 -120.0 +80.0 -120.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -120.0 -120,0 -120.0 -120.0 -120.0 -120.0 -120.0 -113.0 -108.0 +80.0 -120.0 +80.0 -120.0 +80.0 -104.0 +80.0 -96.8 +80.0 -120.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80,0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +77.0 +80.0 +80.0 +73.9 -120.0 -120.0 -120.0 -120.0 -120.0 -111.8 -120.0 -120.0 -107.0 -95.8 -120.0 -120.0 -93.8 -87.6 -120.0 -120.0 -83.7 -77.0 -120.0 -111.9 -73.9 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +78.0 +80.0 -120.0 -105.0 -120.0 -120.0 -115.0 91.6 -120.0 -120.0 -103.0 -85.6 -120.0 -120.0 -89.9 -78.0 -120.0 +80.0 +79.7 +69.6 +80.0 +80.0 +69.6 -116.0 -79.7 -69.6 -113.9 -101.3 -69.6 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +76.4 +80.0 +80.0 +80.0 +88.3 +80.0 -120.0 -80.0 -120.0 -116.4 -80.0 -80.0 -120.0 -116.4 -80.0 -76.4 -120.0 -116.4 -80.0 -68.3 -114.9 +80.0 +61.3 +80.0 +80.0 +61.3 +61.3 +80.0 +80.0 +61.3 +61.3 +80.0 +80.0 +61.3 +61.3 +80.0 -90.3 -101.5 -61.3 -100.3 -89.1 -61.3 -61.3 -100.3 -89.1 -61.3 -61.3 -100.3 -89.1 -61.3 -61.3 -100.3 +80.0 +80.0 +58.0 +80.0 +80.0 +58.0 +58.0 +80.0 +80,0 +58:0 +58.0 +80.0 +80.0 +58.0 +58.0 +80.0 -98.7 -58.0 -94.9 -84.4 58.0 -58.0 -94.9 -84.4 -58.0 -58.0 -94.9 -84.4 -58.0 -58.0 +80.0 +55.0 +80.0 +80,0 +55.0 +55.0 +80.0 +80.0 +55.0 +55.0 +80.0 +80.0 +55.0 +55.0 +80.0 -92.3 -55.0 -90.1 -80.1 55.0 -55.0 -90.0 -80.0 -55.0 -55.0 -90.0 -80.0 -55.0 -55.0 -90.0 DESIGN PRESSURES BASED ON FLANGE TIP - TO-TIP DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE 1" SMALLER) TABLE 1. d 1/1 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED W/ HIGH SILL OPTION WINDOW WIDTH GLASS TYPE 19118 G 32° 48" 53 1/8" A,C,E,I B,D,F,14,JJ A,C,E,I 24" G B,D,F,H,J A,C,E,I G + 80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 G + 80.0 -120.0 +80.0 -120.0 C,E, B,D,F,H,J C,E, GLASS TYPES: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/4" ANNEALED D. 1/4" TEMPERED +80.0 26" 38 3/8" ) 44° 50 5/8" -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 80.0 - 120.0 +80.0 -120.7 +80.0 -120.0 +80.0 -120.0 80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -94.8 A +80.0 -117.7 +80.0 +80.0 -120.0 +80.0 G +80.0 -120.0 +80.0 +80.0 -117.7 +80.0 -85.4 -120.0 -120.0 -85.4 E. 13/16° I.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED F. 13/16° I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED G. 13/16" 1.G., 3/18" ANNEALED, AIR SPACE, 3/16" ANNEALED H. 13/16 LG., 3/16° TEMPERED, AIR SPACE, 3/16" TEMPERED WINDOW HEIGHT 63" +80.0 -94.6 80.0 -120.0 +80.0 -114.2 +80.0 -110.1 +80.0 -106.2 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -119.5 +80.0 -84.9 +68.9 -68.9 +66.2 -66.2 +63.6 -63.6 80.0 -120.0 +80.0 -100.3 +80.0 -98.3 +80.0 -92.6 80.0 -120.0 +80.0 -112.8 +80.0 -108.3 +80.0 -104.1 +80.0 -80.0 +62.0 -62.0 +59.1 -59.1 +56.4 -56.4 80.0 -116.4 +80.0 -102.1 +78.5 -78.5 +80.0 +80.0 72" -89.1 74" 76" +75.7 -75.7 +73.0 -73.0 +80.0 -86.0 +80.0 -82.0 -84.4 +80.0 -80.0 +70.2 -70.2 +61.3 -61.3 +58.0 -58.0 +55.0 -55.0 +59.5 -59.5 +56.4 -56.4 +55.7 -55.7 +55.0 -55.0 80.0 -99.1 +80.0 -92.3 +80.0 -91.1 +80.0 -90.0 +80.0 -88.1 +80.0 -82.0 +80.0 -81.0 +80.0 -80.0 60.6 -60.6 +56.4 -56.4 +55.7 -55.7 +55.0 -55.0 L 13/16_ G ,3118" ALNEALED, ARC SPACE, 1/8" O J. 13/16" I.G., 3/16° TEMPERED,, AIR - SPACE, -4/8! TE tlIPEREb W T " MEETING RAIL SASH LOW SILL OPTION: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. PRODUCTREVID , corny$ whir A. POMAO Reldhat Code w,aaex FJC op FJC FJC oft 2/16/07 tow 2SM7 11,27/06 Radii= c COMAE MASS TYPE C a ISOLATE GLOSS TYPE (3 Railcar 8 CORRECT 4r MASS TYPE TO C, WAS CG REINX TO AMU E 1300 -02 AND ADO FINOPTION. l_•mBvs ark t3wd•arat owe FA( 714105 J.J. 9121105 1070 TECHNOLOGY DONE NOKOMIS. F1-34275 P.O. BOX 1528 NORMS, FL 34294 Visibly Better DESIGN PRESSURES, 1/1 WINDOWS TXx ALUM. SINGLE HUNG WINDOW, NON - IMPACT a° at SHWA BOAC NTS 3 or 14 :no 4032-20 Rye C at L. Clack P.E. PE #39712 Structural •• ••: . • • • •• • • • • • • • •• • ••• • • • • • •• ••• •• • • • • • •• • ••• • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • •• • • ••• • • •• • • • • • • ••• s • • o • • •• • • • • • • • • • • ••• • • • ••• • • ••• • • 0 • • • • • • • ••••• • ••• • • • • • • TABLE 2 DESIGN PRESSURES BASED ON FLANGE TIP-TO-TIP DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE 1" SMALLER) STANDARD VIEW FLANGE, INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED WI HIGH SILL OPTION WINDOW WIDTH 19 118" 24" 32" 37" 40" 44" GLASS TYPE -119.0 +80.0 -120.0 +80.0 -120.0 +80.0 -94.5 -120.0 -120.0 +80.0 -93.0 +80.0 -120.0 +80.0 -115.6 +59.0 +80.0 +80.0 -120.0 +80.0 I -111.2 +80.0 -102.8 +80.0 -107.0 +80.0 j -104.0 +80.0 -98.2 +80.0 -80.6 -120.0 -80.0 -120.0 +46.4 +80.0 +44.6 +80.0 -46.4 -92.9 -44.6 -89.1 +80.0 +42.2 +80.0 -80.0 +44.6 -120.0 +80.0 -80.0 +44.6 -44.6 -89.1 -44.6 +42.2 +80.0 +42.2 -80.0 +44.6 -44.6 -76.3 +44.6. -44.6 -120.0 +80.0 -89.1 +42.2 +42.2 +80.0 -80.0 +44.6 -80.0 +44.6 -44.6 +42.2 -44.6 +80.0 +80.0 +80.0 48" 531/8" A,C,E,G,1 B, D, F, H, J A,C,E,G,I +80.0 +80.0 B, D, F. H, J A,C,E,G,I B, D, F, H. J A B, 0, F, H, J C,G E, I A. B, D, F, H, J C,G -107.0 -88.6 -120.0 E,I A B, D, F, H, J C,G E, 1 A B, D, F, H, J C,G E,1 A B, D, F, H, J C,G E, I WINDOW HEIGHT 29 3/4" +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -117.0 -120.0 -117.0 -113.0 -103.8 -120.0 -103.8 -103.8 38 3/8" +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 +80.0 -120.0 -120.0 +80.0 -120.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -119.0 -109.0 -120.0 +80.0 +80.0 -92.7 +80.0 -120.0 +80.0 -107.2 +80.0 -93.2 +80.0 -89.2 +80.0 -120.0 +80.0 -96.0 +80.0 -82.4 +80.0 -84.4 +80.0 -120.0 +89.0 -84.6 +72.5 -72.5 44" +80.0 I -120.0 +80.0 • -120.0 +80.0 j -120.0 +80.0 1 -120.0 +80.0 ( -120.0 +80.0 -120.0 +80.0 -114.0 +80.0 j 90.4 +80.0 I -120.0 +80.0 ` -84.5 +80.0 -120.0 +80.0 -97.6 +80.0 ! -91.9 +76.7 I -76.7 +80.0 1 -120.0 +80.0 1 -87.0 +80.0 j -81.3 +69.2 -69.2 . +80.0 -120.0 +76.3 I -78.3 +70.6 : -70.6 50 5/8" +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +74.8 +80.0 +79.3 +79.3 +66.3 +80.0 +69.2 +69.2 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -82.7 -120.0 -89.5 -89.5 -74.8 -120.0 -79.3 -79.3 -66.3 -113.2 -69.2 -69.2 +80.0 -86.4 +80.0 -120.0 +80.0 +80.0 +59.0 +80.0 +80.0 +76.3 +80.0 +70.4 -70.4 +80.0 -120.0 +80.0 -80.0 +76.3 -76.3 +63.0 -63.0 +80.0 -114.7 +70.1 -70.1 +70.1 -70.1 +56.7 -56.7 +80.0 -98.8 +60.4 -60.4 +60.4 -60.4 72" +51.3 +80.0 +44.6 +80.0 +44.6 +44.6 +44.6 +80.0 +44.8 +44.8 +41.0 +80.0 +41.0 +41.0 -51.3 -102.7 -44.6 -89.1 -44.6 -44.8 -44.6 -89.1 -44.6 -44.6 -41.0 -81.9 -41.0 -41.0 74" +49.3 -49.3 +80.0 -98.6 +44.4 -44.4 -88.8 -42.2 -84.4 -42.2 -84.4 -42.2 -42.2 -42.2 -84.4 -42.2 +42.2 -42.2 +42.2 -42.2 +80.0 -84.4 +42.2 -42.2 +42.2 -42.2 +42.2 -42.2 +80.0 -84.4 +42.2 -42.2 +42.2 -42.2 +40.5 -40.5 +80.0 -80.9 +40.5 -40.5 +40.5 -40.5 78" +47.5 -47.5 +80.0 -94.9 +42.5 -42.5 +80.0 +40.0 -85.0 -40.0 +80.0 -80.0 +40.0 -40.0 +80.0 -80.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +80.0 -80.0 +40.0 -40.0 +40.0 -40.0 +40.0 40.0 +80.0 -80.0 +40 -40.0 +40.0 -40.0 +40.0 r -40.0 +80.0 -80.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +80.0 1 -80.0 +40.0 -40.0 +40.0 -40.0 GLASS TYPES: A. 3/16" ANNEALED B. 3/16° TEMPERED C. 1/4" ANNEALED D. 114° TEMPERED E. 13/16" I.G., 1/8" ANNEALED, AIR SPACE, 118" ANNEALED F. 13/16° LG., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED G. 13/16" 1.G., 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED H. 13116" 1.G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED 1. 13116" 1.G., 3/16" ANNEALED, AIR SPACE, 118" ANNEALED J. 13/16" LG., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED &wadi* F.K. Demo 211607 2&07 111/27/06 bac MAX Reddinur C NO CHANGE THUS SHEET NO CHANGE MS SHEET Rodger B A ,, J.J. REVISE TO� TALE 1300.02 AND ADD FIN OPTION. Pa 9/21196 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS, FL 34274 W T. DESIGN PRESSURES, STANDARD VIEW Ter ALUM. SINGLE HUNG WINDOW, NON - IMPACT s"k"re,d.c solr •we oa.riom SMOG I NTS ] 4 " eec 14 j 4032 -20 1 • C " MEETING RAIL "X" �W LOW SILL OPTION: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. PRODUCT REVISED es•empb1n$ watt Ste Florida Bsidbig Cede Acceptance NO EspIrstleo Robert L. Clark, P.E. PE #39712 Stosturai T. r --- - NI "O" MEETING RAIL L DESIGN PRESSURES BASED ON FLANGE TIP - TO-TIP DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE 1" SMALLER) TABLE 3. CUSTOM VIEW FLANGE, INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS Wl HIGH SILL OPTION (WINDOW HT. MINUS SASH HT.) WINDOW WIDTH 191/8 24 28 3116 33314 +80.0 1 -120.0 +80.0 -120.0 -120.0 -120.0 -120.0 -94.2 -120.0 +80.0 +80.0 +80.0 +80.0 +80.0 -103.0 -120.0 -120.0 -85.7 -120.0 +80.0 +80.0 +74.3 -120.0 +80.0 -120.0 32 37 40 44 48 531/8 GLASS TYPE A,C,E,I 8, D, F. H, J G A,C,E,I 8, D, F, H, J G A,C,E,I 8, D, F, H, J G A,C,E,I 8, D, F, H, J A 8, D, F, H. J C,E,I G A,C,E,I B, D, F, H, J C,E,I G A B. D, F, H, J C,E,I G A B, 0, F, H, J C,E,I G . WINDOW HEIGHT MINUS SASH HEIGHT (76" MAX. HT. FLANGED AND 75" MAX. HT. INTEGRAL FIN) 171/8 +80.0 -120.0 i +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -120.0 -120.0 -120.0 -120.0 -120.0 -111.0 -111.0 -111.0 98.0 -98.0 -98.0 -92.0 -92.0 -92.0 -92.0 -85.0 -85.0 -85.0 -85.0 -111.9 -120.0 -109.0 -120.0 -99.0 -120.0 -99.0 -117.0 2211/16 +80.0 -120.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +72.3 +80.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -119.0 -120.0 -120.0 -108.0 -120.0 -106.0 -120.0 -92.3 -120.0 -93.1 -120.0 -88.8 -120.0 -82.2 -110.2 -81.8 -120.0 -72.3 96.7 +80.0 I -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 , -120.0 +80.0 I 99 +80.0 -120.0 +.0 , +80.0 1 -120.0 +80.0 +80.0 -117.0 +80.0 +80.0 -120.0 +80.0 +80.0 -120.0 +80.0 +80.0 1 -91.9 +80.0 -86.1 +80.0 1 -120.0 +80.0 -120.0 +80.0 i -120.0 +80.0 -120.0 +80.0 -87.4 +80.0 -81.5 +80.0 -120.0 +80.0 -120.0 +80.0 -103.0 +80.0 -92.8 +80.0 +80.0 +80.0 1 -120.0 +80.0 -120.0 +80.0 6 -91.0 +80.0 -85.1 +80.0 i 1 -109.8 +80.0 -101.4 +73.3 I -73.3 +67.2 -67.2 +80.0 -120.0 +80.0 • -120.0 +80.0 1 -81.2 +75.0 -75.0 +80.0 1 -98.9 +80.0 -88.6 +64 1 -64.4 +58.9 -58.9 +80.0 j -114.8 +80.0 -103.5 +70.8 +80.0 - 120.0" +80.0 -118.6 -81.3 +75.1 -75.1 -70.8 +64.5 -64.5 -84.3 +76.3 -76.3 39 5/16 +80,0 -118.0 +80.0 +80.0 +80.0 +80.0 +80.0 +70.8 +80.0 +70.8 +80.0 +59.5 +80.0 +59.5 +80.0 +51.4 +80.0 +51.4 +80.0 +43.7 +80.0 +43.7 +71.0 -120.0 -120.0 -80.5 -120.0 -120.0 -70.8 -120.0 -70.8 -115.0 -59.5 -117.9 -59.5 -96.7 -51.4 -101.2 -51.4 -83.5 -43.7 -85.6 -43.7 -71.0 4413/16 +80.0 -100.2 +80.0 -120.0 +80.0 -120.0 +80.0 -86.2 -120.0 -120.0 -74.3 +80. -120.0 +80.0 -120.0 +70.9 -70.9 +80.0 -120.0 +80.0 -115.3 +69.0 -69.0 +80.0 -120.0 +69.9 -69.9 +80.0 -113.7 +58.4 -58.4 +80.0 -116.6 +58.4 -58.4 +80.0 -94.8 +49.6 -49.6 +80.0 -98.4 +49.6 -49.6 +80.0 -80.6 +41.6 -41.6 +80.0 -81.9 +41.6 -41.6 +67.6 97.6 50318 +80.0 -87.1 +80.0 -120.0 +80.0 -120.0 +74.1 -74.1 +80.0 -120.0 +80.0 -120.0 +62.6 -62.6 +80.0 - 113.5 +80.0 -101.8 +58.8 -58.8 +80.0 +80.0 +57.3 +80.0 +57.3 1 -57.3 +80.0 -93.2 +56.2 +80.0 +56.2 +80.0 -105.8 -95.5 -57.3 -102.7 -56.2 -99.9 -56.2 -91.3 +49.0 -49.0 +80.0 1 -98.0 +49.0 1 -49.0 +40.4 -40.4 +79.6 1 -79.6 +80.0 1 -80.2 +40.4 1 -40.4 +65.7 -65.7 5515/16 +70.8 -70.8 +80.0 +80.0 +59.5 +80.0 +80.0 +49.1 +80.0 +79.7 +45.2 +80.0 +73.5 +43.6 +80.0 +43.6 +70.8 +41.9 +80.0 +41.9 +68.1 +40.8 +80.0 +40.8 +66.3 +40.0 +80.0 +40.0 +65.0 -120.0 -115.1 -59.5 -118.7 -96.8 -49.1 -97.9 -79.7 -45.2 -90.3 -73.5 -43.6 -87.0 -43.6 -70.8 -41.9 -83.7 -41.9 -68.1 -40.8 -81.5 -40.8 -66.3 -40.0 -80.0 -40.0 -65.0 GLASS TYPES: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 114" ANNEALED D. 1/4" TEMPERED E. 13/16" I.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED F. 13116" LG., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED G. 13/16" LG., 3116" ANNEALED, AIR SPACE, 3116" ANNEALED H. 13116" I.G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED I. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED J. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED W NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE UMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MIN. TO 38" MAX. 3. 76" MAX. FLANGE WINDOW NT. 75" MAX. FIN WINDOW HT. PRODUCT REVISED eacomrp dee Honk Ridding Code Acceptance No VAphatko WLT. MINUS SASH HT. SgSH �:. r -: , '" 7 17• ---- J C amaeo • F.IC FJC Oster 2/18VT FJC ewe Rwfriermg c lisvidear B ., A J.J. NO CHAAIGE THIS SHEET NO CHANGE THIS SHEET PRESSURES REVISE ADD FIN. 9x11/05 I 1070 TECHNOLOGY DRIVE NOKOMIS, n.34275 P.O. BOX 1529 NOKOMIS, 6.94274 DESIGN PRESSURES, CUSTOM (W HT. -S. HT.) AL UM. SINGLE HUNG WINDOW, NON-IMPACT - er.e aarroea r.r NTS 1 5 "► 14 4032-20 i r C e"rvae,e SHSO0 Robert L. Clark,'P.E. PE #39712 Structural VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34112" 34 3116" 13 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 521/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" 8 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 16 3/8" 153/4" E 16 3/8" 15 3/4" TABLE 4. SEE DLO TABLE SEE DLO TABLE (MAX) 1 1 SEE DLO TABLE SEE DLO T ABLE 49 5/8" MAX. FIXED DLO (ALL)____. 481/4" MAX. VENT DLO (ALL) ' - -- DETAIL A ) O B I 75" MAX. I.F. D ,.I HEI HT 38 T /16" MAX. SASH HEI HT 8 DETAIL D VIEW (CUSTOM SASH) 531/8" MAX. FLANGED WIDTH (ALL ELEVATION DETAILS) 52118" MAX. I.F. WIDTH (ALL ELEVATION DETAILS) 76" MAX. FLANGED HEI HT SEE DLO TABLE SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) E -� DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. GED HT SEE DLO TABLE SEE DLO TABLE 1 DETAIL C RADIUS TOP (STANDARD SASH) SEE NO 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEI HT PRODIUCI REVISED armw1tkAs P10 t... 'R ICO [Rite 4# 41 et F.K. ro,eer FX may: FJG Oa 211807 oar 2107 oar 11/27 Oss"6"v F Dar 7/4/05 8 RrAskor A anew so J.J. NO CHANGE THIS SHEET No CHANGE THIS SHEET ADD INTEGRAL FW (LF.) VERSION, L C NOTE4. x121/05 I 1070 TECHNOLOGY DRIVE NOKOMIS.FL342 S P.O. BOX 1529 NOICOMIS. FL 34274 Visibly Better ELEVATIONS T!r ALUM. SINGLE HUNG WINDOW, NON - IMPACT ara"swwc SHEED0 titme NTS ( 8 "► 14 4032-20 C / <'/ 7 R L Clark, P.E. PE 939712 Sl ucWral 75" A 1.F. HEI MAX. HT EN 76" !� RAN EI EII H S NO E E 4 / SEE DLO TABLE SEE DLO TABLE (MAX) 1 1 SEE DLO TABLE SEE DLO T ABLE 49 5/8" MAX. FIXED DLO (ALL)____. 481/4" MAX. VENT DLO (ALL) ' - -- DETAIL A ) O B I 75" MAX. I.F. D ,.I HEI HT 38 T /16" MAX. SASH HEI HT 8 DETAIL D VIEW (CUSTOM SASH) 531/8" MAX. FLANGED WIDTH (ALL ELEVATION DETAILS) 52118" MAX. I.F. WIDTH (ALL ELEVATION DETAILS) 76" MAX. FLANGED HEI HT SEE DLO TABLE SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) E -� DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. GED HT SEE DLO TABLE SEE DLO TABLE 1 DETAIL C RADIUS TOP (STANDARD SASH) SEE NO 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEI HT PRODIUCI REVISED armw1tkAs P10 t... 'R ICO [Rite 4# 41 et F.K. ro,eer FX may: FJG Oa 211807 oar 2107 oar 11/27 Oss"6"v F Dar 7/4/05 8 RrAskor A anew so J.J. NO CHANGE THIS SHEET No CHANGE THIS SHEET ADD INTEGRAL FW (LF.) VERSION, L C NOTE4. x121/05 I 1070 TECHNOLOGY DRIVE NOKOMIS.FL342 S P.O. BOX 1529 NOICOMIS. FL 34274 Visibly Better ELEVATIONS T!r ALUM. SINGLE HUNG WINDOW, NON - IMPACT ara"swwc SHEED0 titme NTS ( 8 "► 14 4032-20 C / <'/ 7 R L Clark, P.E. PE 939712 Sl ucWral • • ••• • • • • • •• • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • •• • 0 7,80R17 m 98110 BALANCE PARTS USED ON SASHS <40 LBS m (OUTSIDE HIGH SILL 2.946 HIGH SI LL 00 lI hGi'� MINIM Al m 0 I - MAX FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A-A INTEGRAL FIN (I.F.) FRAME SECTIONS 0 2. •' LOW SILL m D m OUTSIDE INSIDE D JAMB OUTSIDE 0 LB m 65 OR 66 MAX. HEIGHT MAX. FIXED UTE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING I.»-- 2.784' SECTION B-B (LOW SILL SHOWN) INSIDE � 23 SILL) (LOW SILL) SEE NOTE ABOVE I ULTRALFT ONLY INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1) 6" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING LOW SILL ALTERNATE HIGH SILL 2.946" (HIGH SILL) ULTRALIFT ONLY HEAD OUTSIDE 1 SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) BALANCE PARTS USED ON SASHS >40 LBS 1 4& 2.710" ••w+¢rq y **tit atir Florida Raiding Coda 5 tsx?!• , - 12.6.0 SagiBent*o. (Rote it r. amid or FJG Ihned&A FC Reader. FIG om•ex F.K caw 2116/07 2(6U7 Vor 11127/78 Rookie s C Rotsker B Rotbkor A awasesses J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADO LF. SEC71010 MOVE SWEEP LA7CH NOTE t 1070 TECK4OLOGY DRIVE NOK0A118, FL 34275 P.O. BOX 1529 NOKOMIB, FL 38274 Pic"' Vcsibb Better SECTIONS Vic ALUM. SINGLE HUNG WINDOW, NON - IMPACT Sww•raae legate SHOOS Haff 7 d 14 4032 -20 Reg c 7 ,7 RobM L. Ctark. P.E. PE 539712 Structural ITEM DWG. # DESCRIPTION PGT# 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 65 FOAM TAPE 1/4 X 1/2 - FOR 3/16 - 61412K 66 1208 FOAM TAPE 1/8 X 1/2 - FOR 1/4 61308K 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 5050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS, 3/16" ANNEALED 81 B. GLASS, 3/16" TEMPERED 82 C. GLASS, 1 /4" ANNEALED 83 D. GLASS, 1/4" TEMPERED 86 E. GLASS, 13/16" IG; 1/8" ANNEALED, AIR SPACE,1/8 "ANNEALED 87 F. GLASS, 13/16" IG;V" TEMPERED, AIR SPACE, 1/8" TEMPERED 88 G. GLASS, 13/16" 10; 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED 89 H. GLASS, 13/16°10; 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED 90 I. GLASS, 13/16" 1G; 3/16 ANNEALED, AIR SPACE, 1fir ANNEALED 91 J. GLASS, 13/16 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED • • .• ••• • • • • • •. • • • • • • • • • . . . • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• ••. • • • • • • • • • • •• • • • MEM 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 25 26 27 28 30 31 34 37 38 39 40 46 47 48 49 50 52 53 54 55 58 57 58 59 60 61 63 DWG. # 4002A 1155 4003C 1626 4004 4025 4025 4029 1080 1085 4029 -1 1080 -1 4053 4029 -1 1086 4054C 4006C 1235 1098 1016 4007 1226 4008 1268 1224 1225 4014B 4046A 4067 4071A 4072A 4073A 4074B 4009 1088 2740 1014 1630 1631 1073 1624 1635 505 DESCRIPTION PG7# #8 X .625 PH. FL. SMS FLANGE FRAME HEAD 612225 AS X1.000 QUAD PN. SMS 781PQA FLANGE FRAME SILL (LOW SILL) 612226 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 FLANGE FRAME JAMB 612227 SASH STOP (ALUM -TILT) 612244 SASH STOP (EGRESS) 1.125 LONG 612244 CALDWELL ALUMA -TILT BALANCE, 5/8" BAL. COVER, RIGID VINYL, 5/8" 6BALCVR916 #8 X.750 PH. PN. SMS 7834M BALANCE BOTTOM BRACKET 7BALTBKT SASH TOP GUIDE, 5/8" BAL. 42504 CALDWELL ULTRA -LIFT BALANCE, .670" #8 X1 PHILLIPS FLAT HEAD S. STL 78XI FPAX .670 ULTRA -LIFT BALANCE COVER 6BALCVR670 SASH STOP (ULTRA -LIFT) 64053 SASH BRACKET 7ULBRKT #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX SASH TOP GUIDE, 11/16" BAL. 42605R & L FOIED MEETING RAIL 64054C SASH TOP RAIL 64006 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G SWEEP LATCH 71096 SASH BOTTOM RAIL (LOW SILL) 612230 WSTP., BULB VINYL 8TP249 SASH SIDE RAIL 612231 SASH FACE GUIDE 42501 VINYL GLAZ BEAD BULB (THICK) 6TP247W,K VINYL GLAZ. BEAD BULB (THIN) 6TP248K GLAZING BEAD, 3/16 & 1/4.W/0 GK. 64014 GLAZING BEAD, 3/16 & 1/4. W/ GRILL KIT 644842 GLAZING BEAD, 13/16" LG. 64067 FRAME, I.F. HEAD 64071 FRAME, I.F. LOW SILL 64072 FRAME, I.F. HIGH SILL 64073 FRAME, LF. JAMS 64074 SILL LATCH (EGRESS) (LOW SILL) 764009 SPRING, S6.L LATCH (EGRESS) 7SPRNG SILL LATCH (EGRESS) (HIGH SILL) 62740 SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEYW/RINGS 61014 71630 SCREEN CORNER KEYWIOUT RINGS 71631 SCREEN SPRING 7CASP SCREEN SPLINE - .135 DIA. FOAM 616241( SCREEN SPLINE - .135 DIA HARD 61635K , SCREEN CLOTH 61816 GLAZING CHANNEL (.688 X.500) 6533402 max FJC FJC amidUj! FJC FJC new 2/18107 Drag 2JV7 auks 11/27/!6 71405 Realism C Xtritikeer B Reelskaar A zn.d•d . J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET W ADO LA RUS10N4 ITEMS 47 -50AND UPGRADE ITEM21 ALLOY ` W2 1 1070 TECHNOLOGY DRIVE NOKOA, FL 34275 P.O. BOX 1529 NOX0108 F134274 47 FRAME, I.F. HEAD #4071A, 6063 -T8 1 48 FRAME, I.F. LOW SILL #4072A, 6063 -T6 2.374 2.10 ®FRAMEI I.F. HIGH SILL 5 FRAME, I.F. JAMB #4073A, 8083 -T6 #4074B, 6063 -T6 PARTS LIST AND FRAME CORNER DETAILS ALUM. SINGLE HUNG WINDOW, NON - IMPACT s NTS 8 of 14 I 4032 -20 I C PRODUCT REVISED ascompoing wits kYIlM O Cu te • ':u•O EipUadaa o 7L? 7L7 Robert L Clark. P.E. PE 1139712 Structural SP-A8=48 ZUMW 3d '3'd''1+I31 v aolgING 0.0 T ,•N 1' a'1I !Rpm *PPM re WA lean MIAMI J311Q01I• li`dl l '91141 [ M0138 awe iroa 'OEN £ �Z 3A09Y >3Mdr z IaV3H Ada find) II VIA 'J r MO13e SNVr '11V2i '91Yd r 1Z 3AO9V 9INVr Z GV3H il dSd )(VIN (aaiw ai dal '318V SI 3dA1 ssvie aNV 3ZIS 3A113 dS32131i1210A 31:IfSS3Hd NOIS30 WnWIXVW 3141'3SIM213H10 'SNOIlVllWll DNIOVdS HOHONV 013na 'aloe NI NMOHS S2IOHONV AO J1111NVnO 3141 IWM 32ifSS321d NOIS30 WnWIXVW V 31VOIONI'W3Hl 3AOSV 3n1VA a3Z10fV11 V H1IM 319V11N33VraV 3141 AO 5)10018 3ZIS :SNOIIV11wn 321nss32id NOIS30 .b Z 310N d0 VRi311do 1VNOISN30/Ia 3141 ONISn S3LLIINVf1O 210HONV 315V11N33V.aV 311213d 11VISNI 'E 032i1fO321 ION S2IOHONV - IIIS 1117211 'DM M0138 'XWW a9 SH3NVO0 W01109 WOW 'XVW .5 4 S213N1:103 dOl W02LI 'XVW alit t4 - swum. 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ANCHOR TYPES: 1 - 114" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18112" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP LIMITED) 117 MAX PSF HEAD 3 JAMB ABOVE 313 MTG. RAIL JAMIE BELOW MTG. RAIL (FULL DP) HEAD JAMS ABOVE MTG. RAL JAMB BELOW MTG. RAL t3EV33D ;s owageyteg wlh the Florida Dui Code i, -lZU.O Acceptance No * , / Nil F.K. *rod its mow* FJC RK mew* naks l 2/19107 C lw.se•k B Dale 21+107 u.rc aa.daarr 11/27/79 A 7/4105 J.J. NO CHANGE THIS SHEET BOW & ITALICIZE DP LIMITED SEES AND MOD. NOTE4 ADDDPA a�A HORQYIS RESTRICTED BY SIZE. 1070 TECHNOLOGY DRIVE NOKOM IS. FL 34275 P.O. BOX 1529 I4OKOMtf, FL 34274 Visibly Barger ANCHORAGE SPACING, STANDARD VIEW rac ALUM. SINGLE HUNG WINDOW, NON - IMPACT eabotaacht NTS BAOr 8w�00. 11 e 14 4032-20 are C Ro rt L. Cleric, P.E. PE #39712 Structural • • •• • • • • • • • • • • • • • • • • • •• •• •• • • • • • ••• • • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • ••• • • IMUMMUNMINNHIMHHEIHNIMEIHM HIMINNUUMMUMBUHRUHUMMINN IIIMINERMIMINIENEINEN HEIHNHUMINHEINEMMINNEMINHEI HUMEINUMUNNHHHUMMUMUMBHUM NOWINNIMMONENNONNO UH IHHHBBHHHHH1HHHHHHHBII HUMHUHHUMUNUMBHMEIMMUMUNN E�7mEZIEDllia 92 fI J1•Il aLumic1 111]�&Ui UIfBHBHfHHHHHHHHUH -.6 ®u . -- n® HUHHHHHHHHHHHHHHHHHHINHHH numumunnum + unn_ ®�__I� en .......... N IEs :�.t [ J UHHHHHHHDBIILmHHHHHHHHHHHU unum BIIBHunH®B .6 IIBUBBHIIII HII®HHt inWin .... tIDtItB .. 5 _. UMU t 76 �� f1� �7 EF17 807 83 108 u ©" ' BHBuHHHHHHft antis 6 HU nnununnn utinnumunnumn HUHHfHHUHHtItiItItIU�MNB®IIflfl mA ' �1W J 79 FLI�IQi/ IiT'fJrtrl[ iiED 76 ( mi 78 RIJ 8 ummEA HUH ©HHHHHHHHHUHHHHUINU U unpBii nnumfl HfHiDtItfu_.� ®© OWIHNHUHUNNUNOWIRHORUmn Ei El) tHHBBBBHHHHHINU fHHtR HtitI G A,C,E,I PSF B, D. F, H, J G A,C.E,I PSF G PSF B, H, J G A,C,E,I PSF ,D, H. J G A,C.E,I PSF B. 0, F, H, J G A,C,E,I PS F B, D. F, H, J G A,C,E,I PSF B, D, F, 14 .1 G A,C,E,I 1 ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD 8 JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6. 17.125 22.668 28. 211 33.754 39.296 44.839 50.382 55.925 SUBSTRATE: ANCHOR TYPE: GLASS TYPE PSF 119 119 B, D, F, H, J WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 B, D, F, H, J A,C,E,I , N Q z zM O • r 0 N 0 0 N 0 O cV Q U? U z 0 0 oN 0 0 N 0 0 N O 0 O N Q U �g 0 N Z 0 ON U � 0 N 0 0 0 N O 0 Z 0 F.IC FJC FJC aas IVA FJC Oaks 2/14V7 Oaks ZW07 nieec 11,27V6 7/4/05 Fkrikkas c NO CHANGE THIS SHEET 8 ttevoant BOLD 6 MTAUcIZEDP LIMED SIZES AND MOD, NOTE REVISE FORJMAT, AGE TABLE AND NOTES. A ADD DPNM4X WlfEREANCHOR QTYIS RESTRICTED BYSIZE ctoldei J 1070 TECHNOLOGY DRIVE NOKOMIIS, FL 34275 P.O. BOX 1528 NOKOI$S, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS FOR ABOVE THE MEETING RAIL_ HEAD - 181/2" MAX. FROM CORNERS JAMBS - 171/2" MAX FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR ABOVE THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE THE SASH HEIGHT TABLE ON THE NEXT PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5. DESIGN PRESSURE LIMITED: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHER- WISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP LIMWitD) MAX PSF 112 HEAD JAMB ABOVE MTG. RAIL 2 2 (FULL DEP) HEAD JAMB ABOVE MTG. RAIL - 2 4 ANCHORAGE, CUSTOM VIEW ABOVE MTG. RAIL ALUM. SINGLE HUNG WINDOW NON - IMPACT vie* Better a«•"••uae •"•tiec awe a"e•naa rt r SHOOS 1 NTS 12 a 14 4032-20 C PRODUCT REVISED as conpZyieg with t*• Flu it BakIlag Code Acceptance No Dada Robert L. Clark, P.E. PE #30712 Skuctural ANCHOR QUANTITIES B BELOW MEETING RAIL SJAMBS), CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLE 8. SASH HEIGHT 12.776 1 15.776 1 18.776 2 21.776 2 24.776 2 27.776 3 30.776 3 31.106 ANCHOR TYP - N a a 1 5 51 c O O f f O O U U - ( O O N N U c c O O 0 ri N 0 p a a U � § ■ ‘N MOW M MAX N 19.125 - _120 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 -110 2 2 N N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 K -80 N N u u 2 1 N 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N 23 � �� l 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 m mom 2 NEM 2 2 2 3 2 2 2 2 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 n liiffiallim � 24.000 - -120 2 HE 2 �� N 2 A N i 1 B� 2 2 2 2 2 2 3 3 2 2 3 3 3 3 2 2 3 3 4 4 l ronamirn 2 2 2 2 3 3 • • 2 3 3 2 2 3 3 4 43 r 2 2 2 H H� 2 2 2 2 2 2 2 2 a a 3 3 2 2 2 2 - 2 2 -80 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -65 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 1 20 I IN 2 2 2 2 3 NA 2 3 2 3 3 3 3 3 3 3 4 4 3 3 4 4 5 5 4 4 2 4 2 3 3 3 3 3 3 4 4 3 3 3 3 4 4 4 4 3 3 4 3 2 2 3 3 4 4 2 2 I I.I 4 4 3 3 -8D 1 1 - 1EU � �a E EI 2 2 a a 3 2 2 2 3 3 2 2 2 3 2 2 2 3 3 3 w � 2 2 2 2 3 2 2 3 3 3 2 2 3 3 3 wa 2 2 I In �� Hii 6 37 000 9 -120 NA . 2 2 3 3 3 3 4 4 3 3 5 5 3 3 4 4 5 5 3 3 5 5 H 5 5 6 4 4 1 5 110 2 2 r r3 2 2 N NA 3 3 3 3 4 4 3 3 4 4 3 3 4 4 5 5 3 95 2 2 2 2 N NA 2 2 3 3 3 3 3 3 4 4 3 3 3 3 4 4 3 3 4 3 3 NH 5 01E11 3 4 5 5 3 3 4 4 -80 W WI 1 1 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 -65 2 2 1 1 1 1 2 2 2 2 2 2 2 2 3 3 2 2 3 3 2 2 3 - 2 1 N 2 1 1 2 2 2 2 HOE111111 4 40.000 _ 2 1 � � �� N 2 2 N A 3 3 N NA 4 4 3 3 5 5 3 3 4 4 5 5 3 3 5 5 H HIM 5 4 4 5 5 5 4 4 5 5 NA 3 3 3 3 - -4 3 3 5 5 3 3 4 4 5 5 3 3 5 4 5 5 2 3 3 2 2 3 3 4 4 3 3 3 4 3 3 3 3 4 4 3 3 3 4 g HMI 3 gaarn © ©� 3 3 3 5 5 4 -80 H 2 3 3 3 3 2 2 3 4 3 3 3 4 4 3 FAHHEI N N 1 2 2 1 2 2 2 3 3 2 2 3 3 2 2 3 3 3 3 3 3 H 3 3 3 3 3 3 3 _50 1 1 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 . 3 3 3 3 2 2 3 3 3 3 © © 3 3 44.000 - -120 N NI g gi N NA - NA N NA 3 3 2 NA �4 3 HUNIMMIRMIn �R E EM H 4 5 -110 NA 2 V 2 3 V N 2 N NA 3 3 N NA N � 3 4 4 5 5 3 3 4 4 5 6 3 3 5 H 3 3 3 4 4 3 3 4 4 3 3 4 4 5 5 -80 2 2 2 2 2 2 H HRH 2 2 3 3 3 3 3 3 4 4 3 3 3 3 4 4 3 3 w .65 2 2 �� +� 1 2 3 3 3 3 2 2 3 3 2 2 3 3 3 3 g gm 3 3 4 ..50 © © � 1 2 2 2 2 2 2 3 3 2 2 3 3 2 2 3 48.000 - -120 O Oa 2 2 r r"1VJ N ri N NA I IrI 3 3 N NA N NA 3 3 5 NA 4 4 5 5 6 6 � 8 Q Q 8 � 8 8 7 7 5 5 6 6 5 4 4 5 5 6 6 g BRE" 5 gm 6 6 6 6 4 4 6 6 4 3 3 4 4 3 3 4 4 5 5 3 3 B � 4 I 5 6 6 4 4 5 5 - 80 2 2 I InllEaril 2 2 r ri N NA 2 2 3 3 4 4 3 3 p pm 4 4 � �� 65 � � 2 2 m mini 2 2 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 4 4 � IIIM 3 3 M MEI 3 -50 2 2 N A N NA N NA N NA 4 4 N NA 4 4 5 5 N NA 4 4 S S 3 37 H H 7 7 IffihrAms 4 8 8 51125 -120 NA � N -110 N NA ; ; I I 2 N NA 3 3 N NA N NA N NA 4 4 5 5 N NA 4 4 6 mini N NA NA K Kira M MI 3 3 N NA N NA 3 3 4 4 5 5 4 4 4 4 6 6 4 4 5 5 6 m NA 2 2 N Ng N NA N NA 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 5 5 3 3 4 4 5 5 3 3 5 5 5 5 3 3 5 5 Ina 2 2 2 3 3 2 2 3 3 4 4 2 2 3 3 4 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 4 4 3 3 3 3 Arad*: P Paw R RrAelorsK n NO CHANGE THIS SHEET A 1070 TECHNOLOGY DRIVE p 7 nwxylplktt FJ( 2 2/8/07 r rm B BOW & ITALICIZE W WA' FOR SELECT S1ZESANDMOD. NOTE5 N ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS FOR BELOW THE MEETING RAIL. JAMBS - 6° MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR BELOW THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE PRECEDING PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 5. SASH SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED "NA° IN THEM, MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION IS NOT AVAILABLE FOR THE RESPECTIVE MAX. PSF. TABLE KEY: JAMB BELOW MTG. RAIL ELOW MTG RAIL W, NON - IMPACT 4032-20 C P.:r /IiWCT REVISED POWs Reidlas Cede AereppooeNo ! ..I2 .. . , Espi e*Im T •• ••• • • • • • •• • • • • • • 1 •• ••• •• • • • •• • ••• • • • • • • • • • • • •• • •• • • • • • • s • • •• • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 3) wadi* swarms F.K 211807 C F.K. AsoutIBF FJK F.K 1/4'I MIN. tor 11/27/176 oar 714/05 : T U lillnu I _ ■ 1 r , >>, ,:, ,,,. , • !11TH j ' RAIL (SEE MEETING 2) CONCRETE ANCHOR, j fi,1 .131" DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. 8 rim A airded EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 3) * • . 1 3/8" MIN., 1/4" TAPCON 1.3/4" MIN., 1/4" CRETE -FLEX we MAX. SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" . •• i DETAIL F, (HEAD) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) DETAIL C • DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" I MAX SHIM WOOD FRAME NO CAE THP3 SHEET SPECIFY FOC, CUMIN)* ED N NOTE 7. ADD INTEGRAL FW L 4t7ENOTES 1 & & ADD NO B& . UPDATE EMBEDMENT Odse 9121/115 WOOD ANCHOR (SEE NOTE 2) 1/4" MAX SHIM -� 1-.. -- . 1/4" MAX --o- SHIM 13/8" MIN. 1/4" MAX. SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE $070 TECHNOLOGY DRIVE NOKOiMIS, FL 34275 P.O. BOX 1529 NOICO34IS, FL 34274 WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. NOTES: WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2) 'I', FOR CONCRETE tPPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY /APPROVED 1/4" ELCO TAPCONS- OR -1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM - ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5 pNNCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNIT$ - 8.1=LAT HEAD ANCHORS; WHERE MUST HALE -#12 TRIMF(T HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC, CURRENT EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). INTERIOR (ALL JAMB .DETAILS) EXTERIOR r — ` DETAIL G, (SILL) 114" F X. S WOOD FRAME ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, NON-IMPACT erk~at 1 dare s kw WOOD NTS 14 d 14 4032-20 C PitLorlQ i'i sm emnpiyir3 wai Belding Code Inspection Number: INSP - 148211 Scheduled Inspection Date: July 29, 2010 Inspector: Bruhn, Norman Owner: BENJAMIN, PAUL Job Address: 1441 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Building Department Comments NON IMPACT WINDOW REPLACEMENT 16 OPENINGS. (SHUTTERS INSTALLED BEFORE WS06 -1351) Passed Failed Correction Needed Re- Inspection Fee July 28, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments if possible before 1:00 p.m C�- For Inspections please call: (305)762 -4949 Permit Number: WS -7 -10 -1257 Permit Type: Windows /Shutters Inspection Type: i ow c Work Classification: Window /Door Replacement 5ka JA& Phone Number (305)757 -5351 Parcel Number 1132050240270 Phone: 786- 298 -7624 Page 14 of 25