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WS-13-0377Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection N e NSF-ZUbW \ Permit Number: WS- 2- 13-377 I InspqlA6n Date: April 25, 2013 Inspector: Rodriguez, Jorge O ner: TAKARADA, Job dress: 346 NE Miami Shores, FL 33138- Project: <NONE> Permit Type: WindowsfSh utters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060136330 Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Phone: 305 - 634 -3420 Building Department Comments 6 IMPACT WINDOWS AND 1 IMPACT FRENCH DOOR Infractlo Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 205323. CREATED AS REINSPECTION FOR INSP- 186373. No access, no one home No permit on site Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 January 29, 2014 Page 1 of 1 ACORD,. CERTIFICATE OF LIABILITY INSURANCE D1 � " YYY) 2 PRODUCER Phone: 305 -556 -1488 X242 Fax: 305 -556 -3680 NSI Insurance Group 8181 Northwest 154th Suite 230 Miami Lakes FL 33016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Coconut Grove Glass & Mirror Corp. 3660 NW 41 St Miami FL 33142 wsURERA:National Trust Ins Co FCC 0141 INSURERB:FCCI Commercial Ins Co 33472 INSURERQFCCI Insurance Co 10178 INSURER D: MED EXP (Any one person) INSURER E: PERSONAL & ADV INJURY COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WSR ADDL BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE POLICY NUMBER GL0006881 5 POLICY EFFECTIVE 4/20/2012 POLICY EXPIRATION 4/20/2013 LIMITS EACH OCCURRENCE $1,000,000 A GENERALLIABIUTY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE R—I OCCUR PREMISES Me occurenoe $100,000 MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2.000,000 GEML AGGREGATE LIMIT APPLIES PER: X POLICY 7 PRO LOC PRODUCTS -COMP/OP AGG $2,000,000 B AUTOMOBILE X LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIREDAUTOS NON -OWNEDAUTOS CA 0004471 9 4/20/2012 4/20/2013 COMBINED SINGLE LIMIT $1,000,000 BODILY INJURY (Per person) $ X BODILY INJURY (Peraocident) $ X PROPERTY DAMAGE (Per acoldent) $ GARAGELIABIUTY ANYAUTO AUTO ONLY - EAACCIDENT $ OTHERTHAN EAACC AUTOONLY: AGG $ $ B EXCESSNMBRELLALIABILITY X I OCCUR FI CLAIMS MADE DEDUCTIBLE RETENTION $ 10.000 UMB0002258 9 4/20/2012 4/20/2013 EACH OCCURRENCE $3,000,000 AGGREGATE $3.000.000 $ Re�ention $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/ EXCLUDED XECUTNE OFFICER/MEMBER EXCLUDED? Ky� describe under SPECIAL PROVISIONS below 001 -WC13A -42367 3/1/2013 3/1/2014 X I ZORY 'LIMFIS ROD E.L. EACH ACCIDENT $1000000 E.L. DISEASE - EA EMPLOYEE $ ] O O 0000 E.L. DISEASE - POLICY LIMIT $ 1 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/ VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION ACORD 25 (2001108) © ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED Miami Shores Village BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE 10050 NE 2nd Avenue CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO Miami. Shores FL 33138 SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001108) © ACORD CORPORATION 1988 alaI0 daj-, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING FEB 9� 6 2013 C: � FBC M( Permit No.11 ,, `` Master Permit No. kJ ') ROOFING JOB ADDRESS:—,3 c/6 /`'�- C– q3 v/ - '�I City: Miami Shores County: Miami Dade Zip: 2 Folio/Parcel #: %% ' 3. • Q(3 -G 33 0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): '. 4l° Address: 3y-(. City: /4r fi -J J%0 iCWP i State: rG Zip: 3 Jj 3 Tenant/Lessee Name: Phone#: Email: C' ONTRACTOR: Company Address: !M(P &2 V "W /��'�� Qualifier Name: Ze `,L/ G State Certification or Registration #: _ Contact Phone#: / DESIGNER: Architecd ngineer: fe 3 k2 State: Zip: -3. 264 Phone#: 4/4 Certificate of Competency #: l7 % f!v 7 Z Email Address: �tvl G,�.tJdG.t r Phone#: Pm Z �� Value of Work for this Permit: $ Square/Linear Footage of Work: 1//(.0 Type of Work: DAddition OAlteration ONew *pair/Replace ODemolition Description of Work: Ar; – Submittal Fee $ - vD Permit Fee $ ll� Scanning Fee $ Radon Fee $ Notary $ Training(Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ � x Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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: promise in good fail whose property 'NI, for the first i4sp As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must � that a copy of the notice of commencement and construction lien law brochure will be delivered to the person jest to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site ,n which occurs seven (7) days after the building permit is issued In the absence of such ted notice, the approved and a reinspection fee will be charged. / 4DREI!o�nally Owner or Agent The f oent was acknowledged before me this day of / -, bywho is wn to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Si Print: cxie— 4 R �7� "-r P�1JC -STATg ()r -"L�0RIDA My Commission Expires: Gloria COLD Commission #DD882215 •' Expires: JIJLY 12, 2013 Signature ��4 Contractor The foregoinZV trument was acknowledged before me , day o 20 a, by /k' /� /,)„ ' VLe'J ;v-ze who is personally n to m e or who has produced as identification and who did take an oath. APPROVED BY A 0-2/1plans Examiner NOTARY P C: Si Print: My Commission t&11109 OF Fi0RiMA Gloria Coto Commission #DD882215 Expires: JULY 12, 2013 Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/lo12009)(Revised 3/15/0) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.W c � 3 FOLIO NO. 11 ~r��f/(o ' ® ®•� ' 4PM40 STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. This Notice of Commencement should be recorded at: The Clerk of Courts Miami -Dade County Recorder Courthouse East, 22 NW First Street, 1st Floor, Miami, FL 33128 1. Legal description of property and streettaddress: 2. Description of improvement: 3.Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: ( C k OR Bk 28501 P3 2676; (Ips) RECORDED 02/22/2013 12424'48 HARVEY RUVINY CLERK OF COURT MIAMI -DADE COUNTY' FLORIDA LAST PA61F 7. Persons with the state of Florida designated by Owner upo s may as provided by Section 713.13(1)(a)7., Florida Statutes. arr�aiiJ Y �n ®'� Name and address: ., 8. In addition to himself, Owners designates the following in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a is specified) Owner j� Swom to and Notary Public Print Notary's a My commission expires: Prepared by 20/ R ppWoo m fW WbW,1 Gloria Coto Commission #DD882215 Expires; JULY 12,2013 TnjjU ATLANTIC BONDING CO., INC. Q t. , , l Coconut Grove Glass & Mirror Corp. Glazing Contractors. Store Fronts.'1t1'tndows. Sliding Doors. Plate and Safety Glass. Custom Sbower and Tub Enclosures. Mirrored Walls and Ceilings. Glass Table Tops. 3660 N.W 41" Street Phone: (305) 634 -3420 Miami, Fl. 331.42 Fax: (305) 634 -3421 ,Proposal submitted to Cbanin Construction 5092 XW 74 Avenue Miami, FL 33166 Tel: 305- 463 -0080 Fax:305 -463 -0087 Cell: 305 -796 -4713 Attn: Cliff Charon Date: 11/09/12 Job: Yoko Takarada 345 N.E 93`t Street Miami Shores, FL 33138 We hereby submit specifications and estimates for: All windows in P.G.T W inguard Series in white altuninum frames glazed with clear laminated impact glass. Bedroom: 1- 3T' x 38 3,18" picture window Living Room: 3- 37" x .63" single hung window, 1/1 Bedroom: 1- 53 118" x 50 5/81, single hung window, 1/ Bedroom: 1- 53 1/8" x 50 5/8" horizontal rolling window, XO Family Rooro: 1- 33"x 821/4" French single door (obscure glass) Kitchen: 1- 331/2"x 82" French single door (obscure glass) ................. $9,540.00 Shop Drawings and Engineer Calculations .............. Add ............$1,100.00 (The actual cost of the Permit and Processing Fee will be added to above price and paid for by General Contractor or owner as separate fee) jtl Included: Tax, material, delivery, installation Excluded: Demo or rernowl, concrete cutting, good bucks, knee walls, st: ucturd =el or headers or columns, break metal, stucco. plaster, paint or touch -up, drywall, window sills, extant or Interior caulking, Impact or Storm Panel System, electrical or alarm wiring, special hardware, cleaning andlor protection of flames or glass, D.R.B Approval or Fee. Permit or Expediter Fee. Courier Fee, Shop Drawings and Engineer Calculations. overtime or weekend hours, 0-jif testing or retesting cost, and do not agree to any liquidated damages. Note: Ibltss listed in the inclu scone of work Above, Tire Mterpretation or nooepte m of Dads County approve:, 9hW OMWB qs and Ertgirrear Celratedre" Is gift sole diseretren alto buldttp official d Utah Adnddpafl y of tvhkh the work M bsitg performed to approve, railed or require n one 11ms Productappraval learn Matra Dade CountywMdt Is rod Minded In tltb pwbL it is eap -asmy understood and agreed that title to any merchandise that hes been delivered or instated an any raw property remains oxs until paid in ire or maybe removed at w'r time at our We cla credon end any dopost or payments made towards that merchandise vafi be lorfed:ed along with any coat of damages Counsel by removal of said mmchsndse. Nola; N the event Cmnud Grove Gloss 8 Mirror Cap. (fired Gmvs7 is required to fJe a Burt as a result of any bream of "a agleweni or to 03ged any marries due and owning under t'Ls agraemeM, inNudiag, but net trmted to. any &af ga orders, Coconut Grove shall be armlled 10 Its M- as*naWe altMWB fees end Coats, appollate, pcsHudgrrerd and oNera too. Furthermore, the parties agree that venue shot fie acetuhdvely in Dada Costly, Florida. the pnks waive rte fight to resort torn nor' converdsre and valve the right to trial by Jury. Furthermore, in the evert there are any defideneies in any work or mato riots provided by Cewmft Grove, eustamershall manedialely provide vest tan acstha- cOMW mat. return rezidir to tee effective. sdv sing of the alleged deficlency. Failure 10 p-ovida ouch notice shat eonalu"y establish that ell work and materiels proviced by Co=mrI Grove are said eatory. Customer and Its pfincipal, agent mhdlor repreaeMat" agree that in trig event Coconut Grove Glass & Mirror Corp. doss 119 suit, troy shop not Interpose airy detanaas or ewntardalms. compulsory andfa pamdesrva, with lits exooptbn of psymem payment to be made as follows: 50 % deposit due upon signing 35% due upon arrival of materials to our warehouse and prior delivery to s1te,l0% due upon completion of installation and final balance due upon final inspection Air ereterial h guaranwed to be as specified. Alt work t° be esmplCSed ie a wardaeranlitoe Authorized mmmeracc° ediagtoatan dard practices. Any dteradonarde vlstion from abenetpedflu- Signature. Ernie Cruz. Chief Estimator ,ions invewn - teste ve bo eareoted only upon wdato a rdere amt v a becomes ernieC&koeonutgrotreglass -cam edM aheege over and above ON eSftWm All aaeeomams 00"all"m upon sal" otddents or ddrtys beyond eurnaotraL owner to ear+y f1m tamado and attar rtemWil rasar saw, Cur warken are rally over edbyworluoWsCompms adantnmrenm. Note: This propo W may be withdrawn by us Acceptance of Proposal- neabowprices, spoci5uhons If Bloat accepted erith 3 d sid conditions Kc mt awoly and herk ecefeptcd �� � uulbori>ed to @o the work specified Date oPascptance: Payment will be niete e oudin 3i0{'t» SIGNATURE: -- A late PavmertC f l$ °/a ter month will be eharmd on all PAST AL:F iTd1'O1Cf BAI.ANCF4 L'd L800E91;,50£ uoi}orulsuoO uiuBgo azeo e 9L uEf Property Viewer Page 2 of 2 Featured Onfine, Tools Tax Comparison Tax Estimator MIA Notice \Aew Taxes Additional Online Tools omm ag#� c *nqg Mdurda-mg tho ra ral and GGIS J," to "A,�a ihe Wsa Pmp�Ty mforr�wWn arA GIS pea4ions? wcumy. No warrantim, axpreswd ,N irmlim, sn pm Mad 'm data m r-d vac-y oft . �aln bore rftvae,, or ii-, Wwnpmr Aftaugh this Webwa updaloW, thm infornwt"M MW nat Mbactohs data: MuTEC& I 'Mmd T�* P�opaq Aj:,prnjr" �,d Marj- Dje Comq �A�m oa on Eobifty -4,of for wwa, omiWons, or �o� in t�tp inf�,,icn provided mqwd� of Me vt fil* at L%Mi -DD,44 County�o Mmterns 04 m 8u % � for wy nk cwon mvaA., wtol takw W ad ,, wt tnkv) tyf— uW in roliam. U{., wy �4 �, uvion pmi,, ni Sae Mlaroi-DadeCtUnty:ail &,wlamwand Uw prop", � kfto�,Tion ✓quir*, CM oA lugWiothna e. ik R=gbMalArnurnk-1. Qc GIS a,quhs- wd aug3_j s a A,j, SIM Houle Privacy Statement Disclairner About Us ADA Notice I Phone Dirpctoty Coritact Us http://gisweb.miamidade.gov/PropertySearch/ 2/22/2013 1 11111111111 i l l i l 1111111111111111111111111111 GFht 201280334339 OR 8k 28106 Ps 3853; Ops) RECORDED 05/10/2012 1311081123 DEED DOC TAX 1x218.00 This instrument was prepared by and HARVEY RUVINr CLERK OF COURT should be recorded and returned #a. MIAMI —DADE COUNTY, FLORIDA ALAN a. COH N, ESQ. LAST PAGE CREENSPOON MARDER Trade Centre South, Suite 700 100 West Cypress Creek Road Fort Lauderdale, Florida 3330 Folio No. 11-3206-013-6330 QUIT CLAIM DEED THIS INDENTURE, made this _k day of Mj& 2012, between HIROMI TAKARADA, na unremarried widower (the GRANTOR *), and Yoko Takaraila and Rhyu Kevin Takarada, each as to an undivided one -half (1/2) interest, as tenants in common (the GRANTEE *). "GRANTOR" and "GRANTEE" are used for singular or plural, as context requires. Grantee's address: Yoko Takarada, 346 N.E. 93`d Street, Miami, FL 33138 Rhyu Kevin Takarada, 344 E. 781; Street, Apt. 4B, New York, NY 10075 WITNESSETH, that the GRANTOR, in consideration of the sum of Ten ($10.00) Dollars, and other good and valuable considerations paid to GRANTOR, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the GRANTEE, and GRANTEE'S heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida: The W %2 of Lot 5 and all of Lots 6 and 7 in Block 47 of AMENDED PLAT OF MIAMI SHORES, SECTION NO. I, according to the plat thereof, recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. SUBJECT TO: Taxes for the current calendar year and subsequent years; zoning and/or restrictions and prohibitions imposed by governmental authority; restrictions and other matters appearing on the plat and/or common to the subdivision; utility easements of record. GRANTOR does fully warrant the title to the land, and will defend the same against the lawful claims of all persons whomsoever. N.B. This Deed was prepared without having examined the title to the lands herein described and no warranty or other representation is made and no opinion (express or implied) is given as to the marketability or condition of the title thereto, the quantity of the land included, the location of the boundaries thereto, or the existence of liens, unpaid taxes or encumbrances. IN WITNESS WHEREOF, GRANTOR has hereunto set Grantor's hand and seal. WITNESSES AS TO ALL GRANTORS: Si gn ic1 L,a dct HIROMI TAKARADA, by Rhyu T ad� Print name wit ess on Iw ve Under Durable Power of Attorney dated 4 3 /l2 346 N.E. 93`d Street Sign: Miami, FL 33138 Print name of witness on line STATE OF FLORIDA COUNTY OFBflQfflAkRD IMlA -MI- D/IDE The foregoing instrument was acknowledged before me this _ V day of 2012, HIROMI TAKARADA by Rhyu K. Takarada, under Durable Power of Attorney dated April 23, 012, who [ ] is personally known to me or produced tP Florida driver's license or [ other as identification. No Su,1A 4F1 gT Print name of notary on �ab abolh line My commission expires: et wriHAPUGH MY COAOJW0N u EE 018597 • d en u*,NGb pAkunt ownlas 7741589 v1 -17197 -0001 Book28106/Page3853 CFN #20120334339 Page 1 of 1 MIAMI -DADE COUNTY 2012 LOCAL BUSINESS TAX RECEIPT 2013] rina I- L,LNJb TAX COLLECTOR' MIAMI•DADE COUNTY = STATE'OF FLORIDA' U.S. POSTAGE I 140 W. FLAGLER ST. EXPIRES SEPT. 30,2013 PAID 1st FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER BA- ART: 9 & 10 , !' PERMIT NO. 231 THIS IS NOT A BILL - DO NOT PAY 3660 NW 41 ST 191573 -6 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 202107-9 COCONUT GROVE GLASS & MIRROR CORP CC & 000017767 3660 NW 41 ST 33142 UNIN DADE COUNTY OWNER COCONUT GROVE GLASS & MIRROR CDR Sec. Type of Business WORKER /S 196 SPECIALTY BUILDING CONTRACTOR 2 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT GOES NOT PERMIT THE HOLDER TO VIOLATE ANY ZONING LAWS� REGULATORY N THE DO NOT FORWARD COUNTY OR CITIES. NOR DOES IT EXEMPT THE MOLDER FROM ANY OTHER F COCONUT GROVE GLASS & MIRROR CORP REQUIReD BY LAW. THIS 16 WILLIAM VALDES PRES NOT A OF THE HOLDER'ISIOUAMFICA 3660 NW 41 ST TIONS. MIAMI FL 33142 PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 08/10/2012 60030000011 000075.00 i„ lilllli,,,, iLl„ I, ILI,I „I,ILI,,,IIII „I,ILIIi,,,i� till SEE OTHER SIDE MIAMLDADE COUN 2412: LOCAL BUSINESS TAX RECEIPT 2013 FIRST -CLASS TAX COLLECTOR MtAMLDADE COUNTY -. STATE OF FLORIDA U.S. POSTAGE - 140 W. FLAG R T. , 'EXPIRES SEPT. 30, 2013 PAID 1st FLOOR MUST'BE DISPLAYED AT PLACE.OF BUSINESS MIAMI, FL MIAMI, FL 3313 PURSUANT TO COUNTY'CODE CHAPTER BA • ART. 9 & 10 PERMIT NO. 231 THIS IS NOT A BILL- DO NOT PAY 457193 -2 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 296298-4 COCONUT GROVE GLASS & MIRROR CORP 3660 NW 41 ST 33142 UNIN DADE COUNTY OWNER COCONUT GROVE GLASS & MIRROR COR Sec. Type of Business EMPLOYEE /S 214 RETAIL SALES 11 ",I'S IS ONLY A LOCAL BUSINESS TAX RECEIPT IT DOES NO'. PERMIT 'FE HOLDER TO VIOLATE ANY ZONING LATO DO NOT FORWARD COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE ACERTIFICRTIIICATION F A THIS IS NOT REQUIRED COCONUT GROVE GLASS & MIRROR CORP NOT O THEHOLDERs OUALIFICA- T HE H WILLIAM VALDES PRES 3660 NW 41 ST PAYMENT RECEIVED MIAMI FL 33142 MIAMI.OADE COUNTY TAX COLLECTOR. 07/18/2012 60120000060 1 „ti,,111,,,,!lJ,III IILLIi „I,L,1lLLJ,Il,liil,lll�7 000082.50 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 THIS IS NOT A BILL - DO NOT PAY RECEIPT NO. 30-2021079 CC NO: 000017767 DO BUSINESS NAME It LOCATION RECEIPT HOLDER MAY AC BUSINESS AS A CONTRACTOR COCONUT GROVE GLASS & MIRROR CORP AS SPECIFIED HEREON. 3660 NW 41 ST OWNER :COCONUT GROVE GLASS & MIRROR CORP SEE BACK OF RECEIPT FOR SPECIALTY BUILDING CONTRACTOR A LIST OF NON- PARTICIPATING MUNICIPALITIES Receipt holder must DO NOT FORWARD register in the city COCONUT GROVE GLASS & MIRROR CORP donee work is to be WILLIAM VALDES PRES done. 3660 NW 41 ST MIAMI FL 33142 PAYMENT RECEIVED MAMI -DADE COUNTY TAX "'MY23 12012 02280018001 000175.00 4:f is certified under the provisions of� Cr�e`�� Miami M ®MDE MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY It 805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315- --2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovinera/ PGT Industries 1070 Technology Drive Nokomis,_ PI 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that thin 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 "PW -701" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact', sheets I through 8 of 8 prepared by manufacturer, dated 07/14/03 with revision "D" dated 10 /18 /11, signed and sealed by Anthgny Lynn Miller, P. E., bearing the-Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there 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 anX section of this NOA shall be cause for termination and removal of NOA. ADVERTISElYIENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by tW expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA revises NOA No. 10 -0504.05 and consists of this page 1, evidence pages E -1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MtAM1•DAAE COUNTY NOA No. 11-1110. IS •�cg/1 Expiration Date: February 19, 2014 t Approval Date: February 02, 2012 po l . " Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No 03- 1105.0X) 2. Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of S. prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, 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 20294 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. !Anchor verification calculations and structural analysis, dated 08/19/10 complying with YBC- -2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex -- Clear or colored Interlayer" dated 04/21A 1, expiring on 04/21/16. 2. Notice of Acceptance No. 11-0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 1 Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11- 1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10- 0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 1105.01) G. OTHERS 1. Notice of Acceptance No. 10- 0504.05, issued to PGT Industries for their Series "P-W- 101 Aluminum Fixed Window - L.M.I." approved on 09/22110 and expiring on 02/19/14. Jaime D. Casson, . E. Product Control Section Supervisor KOA No. 11- 1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E -2 MECAWind Version 2.1.0.7 per ASCE 7 -1 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 2/19/2013 Project No. Company Name COCONUT GROVE GLASS & MIRROR Designed By EDWARD A. LANDERS, P.E. Address 3660 N.W. 41 ST. Description IMPACT WINDOWS & DOOR City MIAMI Customer Name YOKO TAKARADA State FL. Proj Location 34rj N.E. 93 ST. MIAMI SHORES, File Location: C: \Program Files \MECAWind \Default.wnd Envelope Procedure per ASCE 7 -10 Chapter 28 Part 1 All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 2.07 : 12 Slope of Roof(Theta) = 9.78 Deg Ht: Mean Roof Ht = 11.50 ft Type of Roof = Hipped RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.50 ft Roof Area = 6653.00 ft^ 2 Bldg Length Along Ridge = 74.00 ft Bldg Width Across Ridge= 55.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 7.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.19 Lzm: 1 *(Zm /33) ^Epsilon = 535.47 ft Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.92 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCpi : Internal Pressure Coefficient = +/ -0.18 `11S a MECAWind Version 2.1.0.7 ASCE 7 -10 4.6 ft Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date : 2/19/2013 Project No. Zone Company Name COCONUT GROVE GLASS & MIRROR Designed By EDWARD A. LANDERS, P.E. Address : 3660 N.W. 41 ST. Description IMPACT WINDOWS & DOOR City ; MIAMI Customer Name YOKO TAKARADA State FL. Proj Location File Location; C: \Program Files \MECAWind \Default.wnd 345 N.E. 93 ST. MIAMI SHORES, `11S a Hip Roof 7 < Q <= 27 Wind pressure on Components and Cladding (Ch 30 Part ) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 4.6 ft Description Width Span Area Zone Max Min Max P Min P ------------------------------------------------------------------------- ft ft ft ^2 GCp GCp psf MARK "A" 31, I _7 Hip Roof 7 < Q <= 27 Wind pressure on Components and Cladding (Ch 30 Part ) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 4.6 ft Description Width Span Area Zone Max Min Max P Min P ------------------------------------------------------------------------- ft ft ft ^2 GCp GCp psf psf MARK "A" 3.08 3.20 9.9 4 0.90 -1.10 44.49 -52.73 MARK "A" 3.08 3.20 9.9 5 0.90 -1.40 44.49 -65.08 MARK "B" 3.08 725 16.2 4 0.87 -1.06 43.12 -51.21 MARK "B" 3.08 5.25 16.2 5 0.87 -1.33 43.12 -62.05 MKS. "C & D" 4.43 4.22 18.7 4 0.86 -1.05 42.71 -50.75 MKS. "C & D" 4.43 4.22 18.7 5 0.86 -1.30 42.71 -61.13 MARK "D1" 2.75 6.85 18.8 4 0.86 -1.05 42.69 -50.73 MARK "D1" 2.75 6.85 18.8 5 0.86 -1.30 42.69 -61.08 Khcc:Comp. & Clad. Table 6 -3 Case 1 - - 1.03 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd - 41.19 psf r� m ID W D P3 I �] Ir0 ❑ D z_ 3 373/4 3/8 37 WINDOW WI 3/8 AO ELEVATION I -REQU /RED BED ROOM P.G.T. INDUSTRIES SERIES "PW -70I" ALUMINUM IMPACT FIXED WINDOW IN WHITE FINISH FRAME WITH CLEAR 7/1 6" LAMINATED IMPACT GLASS N.O.A. 1 1-1 1 10.1 5 [7 I- Z = W D �a w m❑ m= m} io3 tD Z D Z o D z EO f 3 m m 37 3/4 8O ELEVATION 3 -REQUIRED BEDROOM P.G.T. INDUSTRIES SERIES "SH-700" ALUM. IMPACT SINGLE HUNG WINDOW IN WHITE FINISH FRAME WITH CLEAR S/1 6" LAMINATED IMPACT GLASS N.O.A. 11-1013.14 R i Llm:7 Ir 0 � N N O N W N QW,d � �F-V x Wlml` 3 Lz; Eg m O4 �3� o zz 0 E W E3 0 0 W: E3 (9 Iw- w U Z m W In W N Wm W I.- m Ir Q-JD D fLL DD QDWtmo M 0 F W i N � ❑ Z m ❑ Q >- m � w DRAWN BY: E. RODRIOUQ DATE 02 -7 2-1 3 REVI8ION DATE 00 -00 -DO E OF' 53 7/8 MASONRY OPENING 537/S 3/8 , 53 1 /H 3/8 WINDOW WIDTH 3/8 53 1/8 WINDOW WIDTH m I*1 4 m 9 E7 Z w = ED ' [9 z = IL m❑ m ILI S s E m a W w >> 12 N3 EgO In tn Z in � � In z O z Q 3 7 7 03 3 � CO EL EVATIO N 1 -REQUIRED EEDROOM P.G.T. INDUSTRIES SERIES "SH -700° ALUM. IMPACT SINGLE HUNG WINDOW IN WHITE FINISH FRAME WITH CLEAR 5/1 rs" LAMINATED IMPACT GLASS N.O.A. 11- 1013.14 DO ELEVATION 1- REQUIRED Q CF%G f7 f7M P.G.T. INDUSTRIES SERIES "HR -71 0" ALUMINUM IMPACT HORIZONTAL ROLLING WINDOW IN WHITE FINISH FRAME WITH CLEAR 5/1 6" LAMINATED IMPACT GLASS N.O.A. 11-1114.04 � N d V3 N V3 NWT 1N QWIt � �_ C9EDm Q w m L >�QO ❑ ^13 N i m �-3�� • w 4o ZzN 00- -�V3 ❑ q) F W E3 w Z ID W Eg O_ W N Mw w Hm ri] Q m ❑ J FWD P3 M V3 1 Q�W0 13 F- .03 J ❑�Q W } In � ]- DRAWN BY: E. RCCRISIIEZ DATE 02-12.13 REVISION DATE DO -00-0D SHEET NUMBER CG -3 OF 8 C3 o m a °y 83 1/4 YOKO TAKARADA RESIDENCE 13 null oD Nm MASONRY OPENING 346 N.E. 93 RD. STREET Z�3'o oa a Z o m MIAMI SHORES FLA. 331 38 . 2D. N -j 82 1/4 1 D Cl - G1 i DOOR FRAME HEIGHT �D ,IZ �> `J In J LI m3: v O N om �3QN D rq ` 0 m zA� 3 � m � ,' ` `� ❑ � � ,' N \\`� �/ �' -n w 3 D w ❑ Ln m z N p y �mo p p 2 , > -n U1 3 �;aq G]3> J r-Mc In 3 En Z C 3 r C3 o m a °y po YOKO TAKARADA RESIDENCE 13 null oD Nm p f 346 N.E. 93 RD. STREET a �p oa a Z o m MIAMI SHORES FLA. 331 38 N -j TEL: 305- 463 -0087 F%mrs IRA- 2 E�-M-- I 19 Z Z W IL 0 Z 0 ED cQ L `M\M ', W 0 0 Z J m S ECTI O N 1/411 TAPCONS W/ 1 3/811 EMBED. INTO CONC. @ 6" FROM CORNERS AND BALANCE AT 12 7/8" O.C. (ANCHORING AS PER N.O.A.) P.G.T. INDUSTRIES SERIES "PW-701 "ALUMINUM IMPACT FIXED WINDOW IN WHITE FINISH FRAME WITH CLEAR 7/1 6" LAMINATED IMPACT GLASS N.O.A. 1 1 -1 1 1 0.1 5 1/4 11 TAPCONS W/ 1 3/811 EMBED. — INTO CONC. @u 6" FROM CORNERS AND BALANCE AT 12 7/811 0. C. (ANCHORING AS PER N.O.A.) �llil�l� � v ►1Nli d u 3/811 WINDOW WIDTH MASONRY OPENING 1/4 11 TAPCONS W/ 1 3/811 EMBED. INTO CONC. @ 6" FROM CORNERS AND BALANCE AT 12 7/8" O.C. (ANCHORING AS PER N.O.A.) SECTION 3/811 V / it N N m La F- 1 ? U1WN p W Qd m � C7 W ED x �1i >1-Qo ❑ ^O N 0 �? �3Om zz .1h ❑C -m poQ'j ILI C3 W U Z m W m w P7 W M IO E13 Ell Q J <A Q L O aowIn V o� �z`OO 0 131 Q W } m DRAWN BY; E. RoaRlou[z DATE D2 -12.13 cm CG-56NEET NUMBER OF 6 1 ��ttf m � N m NI—� m W N Qw,j m ED X W = m to oF�n0i Eli E9 't j3� z in U�� m o0 C3 V3 H L3 Z M W a W T7 N � [Ti wI-. Eg ED co Q�0 0 o O Q m W � p F- j O In 0 Volt Ott -W [7 �- DRAWN BY: E. Roo�uau¢ OA7E as -i as a REVISION DATE . DD -DD -DD Bii EET NUM9ER cG -6 OF 8 1/4 11 TAPCONS WITH 1 3/8" EMBED. INTO CONC. AT 18 1/211 FROM CORNERS (ANCHORING AS PER N.O.A.) P.G.T. INDUSTRIES SERIES OSH -700° ALUM. IMPACT �•' a SINGLE HUNG WINDOW IN WHITE FINISH FRAME WITH CLEAR 5/16" LAMINATED IMPACT GLASS • .° a ' a N.O.A. 11-1013.14 4 1/4 TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 17 1/2" FROM TOP CORNERS, 15 If FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ❑ (ANCHORING AS PER N.O.A.) Z = g Z ❑ w CL W o • a G o a Z a n a• •a �j❑ 1.1,1 � '' 3/811 WINDOW WIDTH 3/Sf1 .f t co ' ' •' �' MASONRY OPENING SECTION SECTION 2� 2� 1 ��ttf m � N m NI—� m W N Qw,j m ED X W = m to oF�n0i Eli E9 't j3� z in U�� m o0 C3 V3 H L3 Z M W a W T7 N � [Ti wI-. Eg ED co Q�0 0 o O Q m W � p F- j O In 0 Volt Ott -W [7 �- DRAWN BY: E. Roo�uau¢ OA7E as -i as a REVISION DATE . DD -DD -DD Bii EET NUM9ER cG -6 OF 8 ❑ Z Z w CL L�. Z t❑ uD cQ L co ul I ❑ w 2 0 Z t M\ io • < d 1/4" TAPCONS W/ 1 3/8" EMBED. INTO CONC. @ 18 3/4" MAX. AT CORNERS, A CLUSTER OF :3 ANCHORS @ 1 O 1 /2" MAX. & 3" MIN. AT EACH SIDE OF MEETING RAIL CENTERLINE (ANCHORING TO BE AS PER N.O.A.) P.G.T. INDUSTRIES SERIES 'HR -71 O° ALUMINUM IMPACT HORIZONTAL ROLLING WINDOW IN WHITE FINISH FRAME WITH CLEAR 5/1 G' LAMINATED IMPACT GLASS N.O.A. 11-1114.04 1/4" TAPCONS W/ 1 3/8" EMBED. INTO CONC. (a 9" MAX. FROM CORNERS AND BALANCE AT 22 1 /2" MAX. 0. C. (ANCHORING TO BE AS PER N.O.A.) SECTION \ 1/4" TAPCONS W/ i 3/8" EMBED. INTO CONC. 1 B 3/4" MAX. AT CORNERS, A CLUSTER OF 3 ANCHORS @ 1 O 1 /2" MAX. & 3" MIN. AT EACH SIDE OF MEETING RAIL CENTERLINE (ANCHORING TO BE AS PER N.O.A.) Ed- SECTION 3/811 2' m 0 [i [Y n1 � N � [A I.- W in QWVQ L9 X W > QO ^0 ci C7dtYm j�O LL r ZZ .N Op-1 vi 0 ID — E3 V3 I � W U Z a) W 0 E„ t9 W� U7 W 07 W N I- EN Q W J m 0 LL o 0 _ 1 Er p3 W� oIt LiIN Z�' O � '. se O �f a w >- t+] i- n��JJE. Roortlou¢ °ATE na -i z -i a REV191 °N °ATE 9NEEi NUMCER CG -7 OF 8 I LEM%% � " pi m 0 Ir Q� N Nm Q) I— ,t• m <W 1 Ld E j lx W m LL LLI LL >�Qo 0r-d N 19 Ir m '3093 z -ln U to < m o in []m�F w U Z co W Ell W ww vi ED ED r- Q m 0 LL. 0 1 ao W0 ix V .Oa I In o 0Zu)Et) 11 0 d Q W >- m F ffD ffD Im ED- 1/4 It TAPCONS W/ 1 3/811 EMBED. INTO CONC. @ 611 AT CORNERS (ANCHORING AS PER N.D.A.) .� a.: •. 'qa -• Q.a P.G.T. INDUSTRIES SERIES "FD-750" ALUMINUM _ T °.• .•:... '• IMPACT FRENCH DOOR IN WHITE FRAME - • • ;. ,V WITH GRAY 7/1 6" LAMINATED IMPACT GLASS <' _�� ° • N.O.A. 11-1013.24 14 1/4 TAPCONS W/ 1 3/811 EMBED. INTO CONC. @ 1 1" FROM CORNERS AND BALANCE AT 18 1/211 D.C. (ANCHORING AS PER N.O.A.) Z _ Z W W = 1 6 17 '• CL . O dk LL o. a a : O ED 0 o i•'4 y _ '• e a g er a 1 5 II DOOR FRAME WIDTH 1 II i I --ij ° Y< MASONRY OPENING SECTION SECTION 1/4 TAPCONS W/ 1 3/B11 EMBED. INTO CONC. @ 611 AT CORNERS (ANCHORING AS PER N.O.A.) �2 , 2 I LEM%% � " pi m 0 Ir Q� N Nm Q) I— ,t• m <W 1 Ld E j lx W m LL LLI LL >�Qo 0r-d N 19 Ir m '3093 z -ln U to < m o in []m�F w U Z co W Ell W ww vi ED ED r- Q m 0 LL. 0 1 ao W0 ix V .Oa I In o 0Zu)Et) 11 0 d Q W >- m F ffD ffD Im ED- NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A- DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3— SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3— SECOND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISStMlLAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. 5- MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225 -05 (CRETE — FLEX), ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION. ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ)- 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE - USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME- INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR AN OVERALL SEALING /FLASHNG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS- 44 -1/4' VISIBLE LIGHT • . . ,A. 0-C NOA DRAWING TABLE OF CONTENTS MAX. H7 MAX. O.C. 2" MAX_ GENERAL NOTES .................. r....1 _ C - -- C _ ELEVATIONS, FLANGED.. ............. 1 A A ELEVATIONS, INTEGRAL FIN ....... 1 GLAZING DETAILS-- ------ -- --- --- -- -. -- 2 DESIGN PRESSURES. FLANGED. 2 98 1/4' DESIGN PRESSURES, FINNED. - -.2 FIN TO INSTALLATION, INTEGRAL FIN ---- - 3 FIN CORNER ASSY, INTEGRAL FIN.. 3 INSTALLATION, FLANGED ....... _. ... 4 92 -1/4° 5' CORNER ASSY, FLANGED.-- ...... 4 VISIBLE MAX- 93 -1/4' INSTALLATION, MI.SC.................. 5 O_C. VISIBLE ANCHORAGE ... ............................6,7 LIGHT 96' \\ LIGHT EXTRUSION PROfTLES...._...._._...8 12 -7/8' FLANGE 96' PARTS LIST _ ----------- ------------------- 8 MAX- TO FLANGE 6' 48" �� MAX. TO FIANCE 2 MAX - 48" B 5d 1/4" FUN TO FIN ---1 WIDTH 1-- ---4 WIDTH i -- ��-1 � ro—1 I L I I').J 'l 10i18/1 if D =12010 FBC UPDATE J -R 3131110 C F. K- 41410 7 . 8 van FJC DOW 7114103 TYP- FLANGED FRAME ELEVATION TESTED UNIT TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK. SIZE FROM THE TABLES ON SHEET 2. WIDTH - i -�- WIDTH -- -- ! E-- WIDTH ----{ �- ja _ WIDTH w 3 i I -- WIDTH --1 F- WIDTH --{ I-- WIDTH --j (— WIDTH -i--I F-� WIDTH ---i T - - T (_ -I T if T -I r 0"awnwr )70 TECHNOLOGY DRIVE ELEVATIONS AND NOTES N- VENICE. FL 34275 rdk� P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPACT NO#<GMIS. FL 34274 — ® sxsm1►wQ-t Scow. SAcd. Drawing no- PW-701 I NTS 1 a 8 1 42594 PRODIICI'RHjEw as complying witted wFled& 2 =dCm �'��` • ��GENSF 'S' � * - No. 58705 p' . STA OF `S`S /ONAL P -E.) 58705 ti 4 e Fin and Wincimis MaxhnurnDesign Pressure ( + /-psi) I 7/16 LwA-- 3/i6t1.S- .o90vtB -3/ats 7/16tVW feW/MW 7/16AIR -3A8iS - .09DFV8- 3,/16M 7/U Lan* 3AM- o90PVe- 3/16ta 7fULawm3Aww-7n6m-3a6A- ,ores - 'A' or'B' Dimension "A or *B' Dimension (in) 24 30 36 42 48 54 601 1 87.875 36 80.0 80.0 80.0 80.0` 80.0 80-0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6D 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 9 67.876 -72 80.0 80.6 80.0 860 80.0 8&0 80-0 SQfl 80.0 79.3 71.1 71.1 64.0 64.0 629 76.8 80.0 80.0 80.0 80.0 75.0 70.0 64 -0 a 84 80.0 80.0 80.0 74.3 68.3 63.6 64.0 Q 65.3 80 -0 80.0 80.0 73-5 67.4 625 15 96 80.0 80.0 772 64.7 58.2 71-1 m 109.7 80.0 80.0 723 58.3 80.0 m a 120 80-0 80.0 70.4 80-0 128 80.0 80.0 70.0 Lf 145 80.0 1 80.0 80.0 Fin and Flanged Windows Maximum Design Pressure {+� psf� 7/16 LwA-- 3/i6t1.S- .o90vtB -3/ats 7/16tVW feW/MW 7/16AIR -3A8iS - .09DFV8- 3,/16M 'A' or'B' Dimension (in) 24 30 38 42 48 54 60 67.875... 36 Sao 80.0 80.0 80.0 80.0 80.0 80.o 80.0 48 80.0 80.0 80.0 80.0 80 -0 80A 80.0 80-0 6D 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80-1 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80-0 80 -0 80.0 80.0 71.1 64.0 78.8 80.0 80.0 80.0 80.0 MO 71.1 64.0 E fl 84 80.0 80.0 80-0 80.0 80.0 71.1 Q 85.3 80.0 80.0 80.0 80.0 80.0 71-1 15 96 80.0 80.0 80.0 80.0 80.0 m a 1019.7 80.0 80.0 80.0 80-0 120 80.0 80.0 80.0 A 80.0 80.0 80.0 7/16' LAM !LASS NOm AL .DSO' DUPW WJ1ACFTE OR SMLEX IO EPSAFE MAXWJM 3/16- MaWAM OR HEAT PV8 *11 AVER SrREr>6rrE++m GLASS 3/16' HEAT SrRENGT1LEMM GLASS 12 "B" DIMENSIONS I I AY OtM. BE ORIENTED VERTICALLY OR i0 17 21 HORIZONTALLY AS SHOWN. DIM. 1 11/16' BITE � °B" DIM. GLASS BLTE IM DIM. 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 -1 /16' LAW GLASS NOMNAL 7/16- LAIe GLASS WNHAi 090' DUPONT RMhC1TE OR SAFLEX KLIPSAFE MAXAAJM 7 /t8' AIR SPACE PV8 MERLAYER 3/16' ALGNEALED OR HEAT STRE14GTHENED GLASS " icm 3/16' TEMPERED GLASS GLASS 14 �.o so.fl 1- 1„Z16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME NOTES: (INTEGRAL FIN FRAME SHOWN) 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32Fr2 2- FOR SIZES NOT SHOWN. ROUND MP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION, 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS °A' AND "B-) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET ). J.J. ' 10/18/11 D CHANGED HS CAP TO TUP FOR 30' RULE Roved E�r. Dote: - 1070 TECHNOLOGY DIM J.R. 3131110 C INFORMATION FOR LARGER WINDOWS N_ VENICE, FL 34275 Dole: Rev -- FJf. 414107 B NO CHANGE THIS SHEET P.O. BOX 1529 Nu;; Chcke6 NOKOMIS. FL 34274 FJC 1 7114M GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT s s � , Pvw NT 2 of 8 4259 4 Amp=-I*L- W-", MIRW Daft pwdua Canud t1 ` �i111rrr \\ .0 •( LYNN * ' No_ 58705 _ tSTI�TFE OF j(1` Al oil- rs A7 P-E. D P-.f 58705 a INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FR .131' (1/8') X 2-1/2" NAIL. WITHIN 2' OF CORNERS AND 5" O.C. '! 1 MAX. WINDOW HEIGHT MAX. VISIBLE UGHT OPENING if L 1 3/8" MIN. EMBEDMENT INTERIOR SEE ANCHOR - GUIDELINES, SHEET 6 2X WOOD BUCK OR FRAMING - 375" SAN. EDGE DiSIANC£ 375' MIN- WITHIN 2' OF EDGE DISTANCE CORNERS AND 5' O.C. 1/4' MAX. SHIM T SEE L 2X WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D -D I I 1 fn" it - Ct fal 1/4" MAX. SHIM --. I �— /-- 2X WOOD BUCK OR FRAL41NO 900 CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. — MAX. VISIBLE LIGHT OPENING MAX WINDOW HEIGHT HORIZONTAL SECTION C -C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY Revsd Dots Rwiaon -- - -- t)escripaiore J.J. 10/18/11 D NO 04ANCE THIS SHEET INSTALLATION, FINNED FRAME 070 TECHNOLOGY ORRE J_R 313 t /f0 C IMFOR+LL4TION FOR L4R6Ef7 fY/NDOWS N_ VEI1lCE FL 34275 70. cote RevlaIS ALUMINUM PICTURE WINDOW,IMPAGT a P.O. sox 1.529 a By Do r>acoMls,'Ft 34274 PW-7vl NTS 1 3 Of 8 4259 -4 0 F.K 7114,03 1 -3/8' MIN. EMBEDMENT PRODUCT REVISED as convbrwgwilk fly Florida -mo- -h 1 _ tilifffrl. i YNfd k/4" �' /" * 140.58705 �(� '• STATE OF .tj s`SjONAt- � A `ioi,f Mk " P.E. P -E.J 58705 w INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, MfN. CONCRETE KSI SHE 7 PER ANCHOR TYPE. SEE SHEET 7 OR 1.5 KSI MIN_ CMU SEE ANCHOR GUIDELINES, _ ix WOOD BUCK SHEET 7 - 1 L2X WOOD BUCK OR FRAMING VERTICAL SECTION B -B SEE ANCHOR GUIDELINES. SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE- SHEET 7 OR 1.5 KSI MIN. CMU p SEE ANCHOR GUIDELINES. SHEET 7 1X WOOD BUCK 1/4° MAX_ SHIM 2 13 1. INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 1 11 18 � 17 21 10 MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A )R tIOR DS (SHOWN) OR CORNER KEYS AT SCREW BOSSES 90° CORNER ASSEMBLY ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. 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 HAANG JURISDICTION. J. J.J. 10/18/11 i/4 MAX_ SHIM NO CHANGE THIS SHEET 11 13 1070 TECHNOLOGY DR E 18 t�rt� >aAx_ WINDOW J.R. 3131110 HEIGHT lo 17 21 N_ VENICE FL 34275 MAX VISIBLE Twc Wv LIGHT INTERIOR OPENING SEE ANCHOR ALUMINUM PICTURE WINDOW, IMPACT GUIDELINES, SHEET 6 P.O. l30X 1523 NOKOMIS. FL 34274 13 10 2 1/4 MAX sheet laaw.9tim SHIM SEE ANCHOR GUIDELINES. gsecked SHEET 6 1 L2X WOOD BUCK OR FRAMING VERTICAL SECTION B -B SEE ANCHOR GUIDELINES. SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE- SHEET 7 OR 1.5 KSI MIN. CMU p SEE ANCHOR GUIDELINES. SHEET 7 1X WOOD BUCK 1/4° MAX_ SHIM 2 13 1. INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 1 11 18 � 17 21 10 MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A )R tIOR DS (SHOWN) OR CORNER KEYS AT SCREW BOSSES 90° CORNER ASSEMBLY ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. 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 HAANG JURISDICTION. J. J.J. 10/18/11 Dse NO CHANGE THIS SHEET INSTALLATION, FLANGED FRAME 1070 TECHNOLOGY DR E J.R. 3131110 C INFORMATION FOR LARGER IKNDOWS- N_ VENICE FL 34275 Twc Wv ALUMINUM PICTURE WINDOW, IMPACT P.O. l30X 1523 NOKOMIS. FL 34274 _ Se�+ee/�dd- scdlc. sheet laaw.9tim Rer. ;w Iowa cats gsecked 7114103 Pw ror NTS 4 s 4259-4 D 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES. SHEET 6 PRODUCT REVISED as cnmplyinswith the 14otide ot lnwv t -tt0. 1vft�Iiaiulo Produoi c�� Itlilt LYNIV N0.58705 ' ic) ' STATE �K% Ft0R10�_•' A Ltj1rlr1 tog P.E P.E.# 58705 x MISC INSTALLATION DETAILS 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.} 2X WOOD SUBSTRATE FIN f FIN SEE ANCHOR GUIDELINES, SHEET 7 FIN FRAME WITH FIN REMOVED , INTERIOR IX WOOD BUCK I SHIM SEE ANCHOR SEE ANCHOR GUIDELINES. GUIDELINES, SHEET 7 SHEET 7 1 SEE ANCHOR GUIDELINES, : -. -• SEE ANCHOR �.' = = ` SHEET 7 GUIDELINES,---- : - • MiN. CONCRETE KSI SHEET 7 - PER ANCHOR, SEE SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME BOTHER FRAMES SIM) 1X WOOD BUCKSTRIP 1/8- NOM_ MIN. SEE ANCHOR #12 STEEL GUIDELINES, FIN FRAME WITH SHEET, 6 FIN REMOVED INTERIOR USE SAME 1/4" - 1 3/8" MIN. MAX. � SHIM EMBEDMENT QUANTITY & 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.} 2X WOOD SUBSTRATE FIN f FIN SEE ANCHOR GUIDELINES, SHEET 7 FIN FRAME WITH FIN REMOVED , INTERIOR IX WOOD BUCK I SHIM SEE ANCHOR SEE ANCHOR GUIDELINES. GUIDELINES, SHEET 7 SHEET 7 1 SEE ANCHOR GUIDELINES, : -. -• SEE ANCHOR �.' = = ` SHEET 7 GUIDELINES,---- : - • MiN. CONCRETE KSI SHEET 7 - PER ANCHOR, SEE SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME BOTHER FRAMES SIM) 1X WOOD BUCKSTRIP 1/8- NOM_ MIN. J #12 STEEL 112 STEEL SELF — DRILLING SELF — DRILLING SMS (G5) SMS (G5) USE SAME USE SAME ANCHOR ANCHOR QUANTITY & QUANTITY & SPACING AS SPACING AS #12 STEEL #12 STEEL SCREW EXTERIOR SCREW (SHEET 6) OADE APPROVED MULLION (SHEET 6)� (SEE SEPERATE NOA) ALUMINUM: 6063 —T6 MIN. -125" MIN. WALL THICKNESS 1/4" MAX_ SHIM 1 -3/8- MIN. EMBEDMENT EXCLUDING POINT 1/8- NOM_ MIN. 12 STEEL INSTALLATION, FINNED FRAME SELF — DRILLING — octc- = SMS (G5) EXTERIOR METAL FRAMING A36 STEEL- Fy=36 KSI MIN. _125" MIN_ WALL TMCKNESS USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) L EQUAL LEG FRAME OTHER FRAMES SIM. DIRECTLY TO MASONRY 1/4- MAX. 1/4" MAX- SHIM A-2X WOOD BACKER — #12 STEEL SELF — DRILLING SMS (G5) J EXTERIOR FULL — LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT 13Y OTHERS) 1/4' MAX. SHIM SEE ANXES. GL"DELiNES SHEET 7 : 9 �17. IN. CONCRETE KSI ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1— 1/4- MAX. SHIM USE SAME -- ANCHOR QUANTITY & SPACING AS #l2 STEEL SCREW EXTER (SHEET 6) STEEL STUD RIO Fy =33 KSI MIN_ 18 GA MIN_ FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) OTHER FRAMES SIM.} �OTI -TER FRAMES SiM_} BOTHER FRAMES S1M.} PR OBU-r�sm ALUMINUM! MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE STEEL STUD SUBSTRATE ��''�"'�'`�° Bm- -kringCO& �i -i11G N NOTES 1- USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS_ 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX 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. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. 1ttlltlt \8o-, j LYNAI 4f f� "''��� •. sir 58705 STAXE 0. S /ONAL A 1l�rir tt, P.E. P_E.# 58705 -10/18/11 o INO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE INSTALLATION, FINNED FRAME wed pr octc- = COMPLETE REDRAW AND REORGANIZATION TO INCLUDE J.R. 31-31110 C tNFDRMA770N FOR LARGER iYINOOWS. N_ VENICE. FL 34275 'a ALUMINUM PICTURE MNDOW, IMPACT "d Revownx P_O_ BOX 7523 NOKOMIS, FL 34274 sari W-70d: Pr<wmt NTS 5 d 8 4259 -4 D DOW FIC n�ara� 1ttlltlt \8o-, j LYNAI 4f f� "''��� •. sir 58705 STAXE 0. S /ONAL A 1l�rir tt, P.E. P_E.# 58705 NOTES: 11- ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32FT2- 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DMIENSION_ 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE iN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND '8 ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE_ J J • 101181111 D I NO CHANCE THIS SHEET mod 0CW Guwult HEDRAW AND J P 3131110 RAC IIVFORM47ION FOR LARGE K 414107 8 NEW SHEET f+--- "8" DIM. IMDttvf. i Anchor Type Anchor Description Substrate Head, Sill and Jamb Anchor Quantities into Wood or Metal (Anchor Types 1-4) Min. Embed- ment #12. Steel screw (G5) S. Pine Anchor 1.37 1 -_ _ _#12, Steel strew (G5) #12, Steel screwy (G5) "#iT3te�sctieww�GS) _ _ StL Stud, Gr 33 0.324' _ W/18Ga Alum. 6063 -T6 0.324' 0.125' - A36 Steel 0.324' 0.17 -7 'A' or "8" Dimension 2 %) _ Stt. Stud, Gr 33 0.361` _1.375" - OW118Ga Type Alum_ 6063 -'T6 24 0.1W 30 A36 Steel 0.361' 36 3 114" Steel Urn 42 1' 1.375' 48 54 60 67.875 5116" Steel 111racon S. Pine 1.26" 1.375' Anchor vocation• 1 2 3 4 1 2 3 4 1 2 3 4 1 2 31411 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Jamb 3 3 4 3. 3_. 4 4 4...3. �4 .2_ ..4_ _3.. _4. 3 -..A - -3_ -4- 3 � -4 -3_ -.4. -3- -4. 3 .,4 3 ._.._ _ - . .4_ - _3_.._ .3._ 36 HeadISHt 2 2 2 2 3 3 3 314 3 4 3 5 4 5 41 5 5 ' 5 5 6 5 6 5 6 6 6 6 7 6 716 Jamb 4 4 5 4 5 4 5 4 5 5 5 5 5 5 6 5 5 5 6 5 5 5 6 515 5 6 5 5 5 6 5 48 HeadfSil 2 2 2 2 3 3 3 314 3 4 3 5 4 5 4 5 5 6 5- 6 6 7 6 6 6 7 6 7 7 8 7 Jamb 5 5 6 5 6 5 6 5 616 6 6 6 6 7 6 6 6 7 6 7 6 7 6 7 1 6 7 1 6 1 7 1 6 7 6 HeatilSill 2 2121213 3 3 3 4 314 3 5 4 5 4 5 5 6 5 6 6 7 6 716 7 6 8 7 8 7 Jamb 6 6 7 6 7 6 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 $ 7 8 7 8 7 8 7 67.875 HeadlSal 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 6 7 8 7 Jamb 6 6 8 6 7 6 8 6 7 7 6 7 7 7 8 7 7 7 9 7 8 7 9 7 8 719 7 72 Hea&SM 2 2 2 2 3 3 3 3 4 3 4 3 514 5 4 5 5 6 5 616 7 6 7$ 7 6 c u -„ E 8 4 8 7 3 8 3 8 4 9 4 7 3 8 3 8 5 8 5 8 4 8 4 8 5 9 5 8 4 8 4 8 5 8 5 8 5 8 5 9 8 8 8 9 8 9 8 9 8 6 5 6 6 7 6 7 6 7 6 10 8 9 8 10 8 6 5 6 6 7 6 76.8 Jamb 7 7 8 7 8 7 8 7 Hea&SM 2 2 2 2 3 3 3 3 84 Jamb 7 7 9 7& 7 9 7 HeadISM 2 2 2 2 3 3 3 314 a 8 9 8 8 8 9 8 8 8 10 8 9.18 10 8 .lamb 7 7 9 718 7 9 718 ° 85-3 4 3 4 3 5 4 5 4 515 6 5 6 6 7 6 HeadfUl 212 2 2131 3 3 3 m 9 9 10 9 9 9 10 9 9 9 11 9 Jamb 8 8 10 8 9 8 10 8 96 41 3 4 3 51 4 5 4 5 516 5 HeadlSill 2 2 2 2 3 3 3 3 10 10 12 10 10110 12 10 Jamb 9 9 12 9 10 9 12 9 109.7 3 4 3 5141 5 4 Hea&SN 2 2 2 2 3 3 3 314 11 13 11 " Width and Height dimensions maybe Jamb 10 10113110111 10 13 10111 120 4 12 4 3 12113111 3 f 4 4131 3 reversed to locate anchor quantities on the table. if so, the HeadNil and lamb rows must also be reversed so that the longer dimension gets the most anchors. HeadtSilt 2 2 2 2 3 3 3 3 128 Jamb 11 11 13 11112 11 13 11 Head/Sil 2 2 2 2 3 3 3 3 Jamb 12 12 15 12 13 12 15 12 145 Head/StI 2 2 2 2 3 3 3 3 NOTES: 11- ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32FT2- 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DMIENSION_ 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE iN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND '8 ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE_ J J • 101181111 D I NO CHANCE THIS SHEET mod 0CW Guwult HEDRAW AND J P 3131110 RAC IIVFORM47ION FOR LARGE K 414107 8 NEW SHEET f+--- "8" DIM. IMDttvf. i Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed- ment #12. Steel screw (G5) S. Pine 0.8W 1.37 1 -_ _ _#12, Steel strew (G5) #12, Steel screwy (G5) "#iT3te�sctieww�GS) _ _ StL Stud, Gr 33 0.324' _ W/18Ga Alum. 6063 -T6 0.324' 0.125' - A36 Steel 0.324' 0.17 -7 #14, Steel screw (G5) S. Pine 0.964" 2 #14, Steel screw (G5) _ Stt. Stud, Gr 33 0.361` _1.375" - OW118Ga #14, Steel screw (G5) Alum_ 6063 -'T6 0.361' 0.1W #14, Steel screw (G5) A36 Steel 0.361' 0 -125° 3 114" Steel Urn S. Pine -- S. Pine 1' 1.375' 114' 410 SS CIeteFlex - 1' -- 1.375° 4 5116" Steel 111racon S. Pine 1.26" 1.375' A" & '8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 'A' DIM. \� °B" DIM- oocrfplion: - 070 TECHNOLOGY DRIVE ANCHORAGE, WOOD SUBSTRATE N_ VENICE. FL 34275 TAIC P_O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPACT J� 'c �_ NOKOArtS, FL 34274 X701 NTS 6 a 8 4259-4 rD PRODUCT REVISED as conwlying VYM the Flod& � No UAW ivimDO& P"dw Cont"• %]III L1t,ENSF * No. 58705 =-tl CA _ STATE OF : • ��� .t� FL012t0� •' �� P.E -f 58705 • Head, Sill and Jamb Anchor Quantities into Masonry (Anchor Types 5-7) Anchor Type 'A" or'B" Dimension (n) 24 30 36 42 48 54 60 67.875 Anchor Location' 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 1.563" 36 -)scab -< 4 _3 .3. _4 -4. -,3. -4_ .A -. >3 ..4 .4...3 4 4 3. 4 4. 4 3 4. HesdlSili 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 61 8 516 6 5 7 7 6 Jamb 5 4 415 5 4 5 5 4 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 HeWSil 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 60 Jamb 6161516 6 5 6 6 5 7 6 6 7 6 6 7 6 6 7 616. 7.6 6 HeadtSill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 ,lamb 7 6$ 7 6 6 7 7 6_ 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 67.875 Head/Sdi 2 2 213 3 3 4 4 3 5 514 6 5 5 7 6 6 7 8 6 8 8 7 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 G ° 20 E 72 HeadtSil! 2 2 2 3 313 4 4 3 5 5 4 6 5 5 7 6 6171616 918 6 7 6 6 76.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 Head/SRI 2 2 2 3 3 3 4 4 3 515 4 6 5 5 7 6 8 Jamb 9 7 7 9 8 7 9 8 7 9 8 B 10 8 8110 8 8 n 4 Head/SRI 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 Jarrlb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 co 85.3 He ad/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 11 9 9 6 5 5 Jamb 10 8 8110 918 10 9 8 10 9 9 Head/SM 2 2 2 3 3 3 4 4 3 5 5 4 ,iamb 12 9 9 12 10 9 12 10 9 12110110 109.7 }le�Si1l 2 2 2 3 3 3 4 4 3 5 5 4 13 it iD � �� and Height dimensions may 4 4 3 be reversed to locate anchor quantities on the table. If so, the 13 12 11 Head/Sill and lamb rows must also 4 4 3 be reversed so that the longer dimension gets the most anchors. 120 Jamb 13 10 10 13 11 10 Head/Sifl 2121213 3 3 128 ,iamb 13111111113 12 TS HeadlSA 2 2 2 3 3 3 t45 Jamb Jamb 15 12 12 15 13112 P, 2 2 21-31 3 131 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145' AND HAVE AN AREA OF MORE THAN 32FT'. 2. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION - 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A' AND 'B•`) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. J J 10/18/71 D JfZ 3131110 C F.K. 4/4/07 8 rows By oats chva FJ C 7714103 N0 cn4NGE THIS SHEET NEW SHEET 070 TECHNOLOGY DRn N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 A" & 'B' DIMENSIONS. MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. A' DIM. — "B' DIM. "8' DIM M \\ DIM. MASONRY SUBSTRATE I ALUMINUM PICTURE WINDOW, IMPACT i PW- -dot � NTS 1 7 - 8 � 4259 -4 PR0tK=REV1SED w oomptyi vdffi dx Florida Code Bull N0 --111 DC Miami Dade Prad= LYAIIV V ` * No. 58705 STATE 1C1� 1/4110UAt_ E? A. CJ4" Mih��. P.E. P -E. f 58705 Min- Min. Anchor Description Substrate Edge IlDistance Embed- Type mend 114' Steel Ulttacon Hollow Block 1" 12S 5 »- 114' Steel Ultrac on 27k Conde 1` - 1.375' . IM 410 SS CreWlex Hollow Block 1" 1.25' 6 114' 410 SS CreteFlex 3.35k Concrete 1" 1' 5/16' Steel Uliraccn Hollow Block 1.563" _ t 1.25" _ 7 5118" Steel Uitracon 3.5k Corx rete 1.25' 1" A" & 'B' DIMENSIONS. MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. A' DIM. — "B' DIM. "8' DIM M \\ DIM. MASONRY SUBSTRATE I ALUMINUM PICTURE WINDOW, IMPACT i PW- -dot � NTS 1 7 - 8 � 4259 -4 PR0tK=REV1SED w oomptyi vdffi dx Florida Code Bull N0 --111 DC Miami Dade Prad= LYAIIV V ` * No. 58705 STATE 1C1� 1/4110UAt_ E? A. CJ4" Mih��. P.E. P -E. f 58705 2.784" .094" .062 " --- t — INTEGRAL FIN FRAME MATT: 6063 —T5 DWG NO. 4256A 1.875` .500" .062" _os2' 2.784" — FLANGED FRAME MAT'L: 6063 —T5 DWG NO. 4253 .970° 975" 7.116" LAM I GLASS BEAD io 'MAT'L: 6063 —T5 DWG NO. 4255 .346" - ►� }-�- p 975` .050" .974" .047' 1-1/16" LAMI I.G. GLASS BEAD I INSTALL. FASTENER COVER » MAT'L. 6063 —T5 13 DWG MAT'L: 4224 DWG NO. 4254 ITEM DWG # PART # DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 789 PQX #6 x 1 Quad PH SMS stainless steel 8 - Schnee - Morehead SM5504 acryt -r marrow joint sealant or 10 4255 64255 7/16 lami glass bead 11 4254 64254 9 -1/16 lami LG. glass bead 12 1224 6IP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 Dow Corning 899 glazing sealant or equi%dent 15 Dover Coming 995 silicone structural sealant, black 7116" lami glass : or 17 Saflex KeepSafe Maximum PVB interlayer - 3116' heat strengthened 14116" lami I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3116" annealed -.090 DuPont Butacite or 18 Saflex KeepSafe Maximum PVB interlayer - 3116" heat strengthened 20 4262 64262 Architectural corner key 711 F' lam! glass NIT heat strengthened - -090 DuPont 21 Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 14116" lami I.G. glass: 3116" heat strengthened outboard - 7/16" airspace - 3116" heat strengthened - .090 DuPont 22 Butacite or Saflex KeepSafe Maximum PVB interlayer - 3116" heat strengthened J.J. ' jF,/18/11 I— L7-1 No CHANGE THIS SHEET c. amsiorm: COMPLEik REDRAW ANU HLORGANIZAIRN 10 INCLIMEd J.RZ 3/31/101 c INFORI44ATION FOR LARGER WINDOWS. FIX 17 /14fifXi 070 TECHNOLOGY ORS N. VE11C:. FL 34275 P.O. 80X 1529 MOKOMIS, FL 34274 EXMUS1ON PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT PW -701 � NTS 8 42594 D wo ou Fronde tildingCoft W6 1t -ice= 58105 -o . a cf cv; ��. A. tfA,11 Mril �P.E. P-E-1 58705 � GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" i.AMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER B. SM6" LAMI CONSISTING OF (1) LITE OF i/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLE CKEEPSAFE MAXIMUM PVB lNTERLAYER D. 7116" LAMI CONSISTING OF (2) LITES OF 3116° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLFDUKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB_ F. 71167 LAMI CONSISTING, OF V411TES DIEW16'.i#EA7. STF?ENGiHENEi3,G1ASS IMTHAN, ON DUP-ONT- BUTACIT €- ORSAFLOUKEEP&WE MAXIMUM PVB MITERLAY-ER. G. 13116° LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A -090 DUPONT BUTACITE ORS MAXIMUM PVB INTERLAYER © H.13l16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516' LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED -GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERIAYER. 1.13116' LAMI IG: (1) LITE OF 116' TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER J. 13!16" LAMI IG: (1) LITE OF IAr TEMPERED GLASS, AN AIR SPACE AND 7/16" LAM[ CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K 13!16' LAMI IG: (1) LITE OF le TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. L 13116" LAMI IG: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAF MAXIIAA IM PVB INTERLAYER ®M_ 13118' LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYB2. 2- CONFIGURATIONS:'OX° (1/1, VIEW AND RADIUS TOP, ALL W/ LOW O % HIGH SILL OPTION) A� 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1310 -02 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130D-02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5- SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET-7_ REFERENCES: TEST REPORTS FTL- 4645. FTL -4646, FTL -4547, FTL -AW. FTC -4649, FTL- 4650, FTL-0651, FTL- 4723, FTL -4857, FTL -49W AND FTL -6063. ANS1/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL. DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. "THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY , HURRICANE ZONE (HVHZ). u IM7 /11 O 2010 FBC UPDATE '�i La o4/II1/11 C CHANGED CAP GLASS TYPE TO 7EMPE2ED FROM HS . R 3Ws •a NOTES 3 d 7- ADO NOTE 8 ADO GLASS TYPE 'JC 11/13)08 8 TO NOTE 1 G LAZNNG OPWNS P.O. BOX X 15BO 29 NO O. FL - FJC 811/05 J.J. ?lZ3/OT GENERAL NOTES AL UK SINGLE HUNG M Visibly Better a'=? � SH7D0 N1 S T d 11 IMPACT C NOA DRAWING MAP SHEET GENERAL NOTES..... - -.___ 1 GLAZING DETAILS _ ---- ----- 2 DESIGN PRESSURES....... 3 ELEVATIONS- .__._____ 4 VERT. SECTIONS_._.. -.-. -. 5 HORIZ SECTIONS.._...__. 5 PARTS LIST._____ 6 EXTRUSIONS ......... ._ ...... _ 7 CORNER DETAIL......._... 7 ANCHORAGE.- .____.._.... 8-11 PRODUCT REVISED as conq4tyingwith the Florida rp r Miami Dade Pmdtcu Conuoi 111116, Wit Q - 5g705 LU ,�. Orr FLOO..' \Z" FSSioi4x A LV�WMVLLK P.E. FL P.E# 58705 1 41 37 80,81 or 82 70 112' NOM. GLASS BITE 0 V8" ANNEALED OR HEAT STRENGTHENED GLASS T� .09D SOLO TIA OR DUPONT PVB INTERLAYER i/8' ANNEALED OR HEAT STRENGTHENED GLASS 5tifi° NOM. 5/16" LAMINATED GLASS )M. BITE W. BITE NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3116° WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR WL.SECTIONS) 31W ANNEALED OR HEAT STRENGTHENED GLASS J= SOLUTIA OR DUPONT PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/16 " LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 09D SOLUTiA OR DUPONT PVB INTERLAYER 1/8" ANNEALED UR HEAT STRENGTHENED GLASS 5116" LAMINATED AIR SPACE i/8" ANNEALED OR TEMPERED GLASS 13/16" NOM, 13116" LAMI IG GLASS W/ 5/16" LAMI 3K BITE 3118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 711(r LAMINATED AIR SPACE 118" TEMPERED GLASS A 13116" NOM. 13/16" LAMI IG GLASS W/ 7116" LAMI .l.J. 1A/D7 /11 D NO CHANGM TN1S SHEET GLAZING DETAILS Dow Rowomw m 7ECHNMOGY DID Xot 04 otl11 C CN A,na) CAP GLASS TYPE TO TEWERED FROM HS NOMMI3, M Sava P T D 11/13M ` ` ALUM_ SINGLE HUNG IM FJC ,aDV [TOW 92 TO W6 LAW I.G. MAW MAA A At LAW IG N07F P.O. BOX ,s9 Drat ! K SWiX5 Ju nre ?/2St07 NOKOMIS,FLS4v4 TrWbly Bitter aa.A�waa SH7nn eo.r Full an..c 1 2 d 11 IMPACT paw 4040 -20 D PRODUCTREYISPD as comoying wink"FlorWo A IJo 1 c Miami ade Product t',onrroT fit►►iiltlrr. -ic NO' X745 = 6L * la LI Iii o S E of ' 2; �''•�SStON��;��`� cy A. Ll�IGdlMll.tl3t�t; P.E_ FL P.E.# 58705 III FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70° 72" 74° TABLE 1. 76" 48" A,B,M +80,0 -Me +80.0 1 -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 60" A.B.M +80.0 - 80.0 +80.0 -80.6 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 79.0 62" A,$,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 78.8 +77.3 77.3 +76.9 -75.9 63 'l18" A.B,M +80.0 -80.0 +50.0 -80.0 +79.6 79.6 +78.2 78.2 +78.9 -76.9 +76.4 75.4 +74.0 74.0 UP TO 53 11 C,D,t,F.G,H.I,JXL +80.0 1 - 80.0 +80.0 - 80.0 1 +80.0 -80.0 1 +00.0 -80.0 1 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,& BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 50 618" 63" 72" 74" TABLE 2. 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70:0 70.0. 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 62" A,g.M +80.0 -80-0 +80.0 -60.0 +80.0 -80.0 +769 -70.9 +70.0 - 70.0 +68.8 -68.8 +57.6 -67.6 63 Ur A,B.M +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +75.0 75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 63 lal C.D E FAKI.JAL +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 70.0 +70.0 -70.0 MEETING RAIL HT. "X" STH wQn yT MEETING RAIL wyw 8 � W IiT. °O- MINUS SASH FIT. HT. MEETING RAIL G. 13116" LAMI K3 - l Ar T, AIR SPACE, 5116" LAMI - (118A,- 090,118 A) FTL4646, 4723 H. 13116° LAMI IG -118" T. AIR SPACE, 5/16" LAMI - (1/8"A,.090,118"W) F7L4646 L 13/16" LAMI IG - i18' T. AR SPACE, 5116" LAW - (1 18'HS..090.11WHS) FIL -4646 J. 13/16" LAMI IG -1 /S' T, AIR SPACE, 7116" LAM§ - (311("A..090, 3/16"A) FTL4649, 4650 K 13116° LAMI 10 -118" T. AIR SPACE, 7116` LAMI - (3116A,.090, 311("HS) FTL- 4649.4650.4956 L 13116` LAMI 10 -116" T. AIR SPACE. 7116" LAMI - (MO.1- 15,_090. 3116 -HS) FTL4649, 4650 (M. 13116" LAMI 93 - 118"A. Aft SPACE, 6116" LAMI - (118A,.090, 1 /8"A)A FTL -5053 I NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2- FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING V FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518° MINIMUM TO 38" MAXIMUM. J.i 10107/11 D NO af4NGES 77 3 SHEET DESIGN PIZESSU1 ES nom OKOW. TECHNOLOGY o5 J.R ta4� /i1 C (�1/il� � GLASS TYPE 7D 781SPEHFD FROM NS NOtco61�. FL 847T6 mc ALUM. SINGLE HUNG WINDOW IMPACT _;W /08 i1H3 B REVS fORMATO ADD MIT, �VJ fJr+L tlPDA TEST P.P.O. epx Isz9 NOKOMM FL 3W4 viably B4: t +s i! 4Q4a2a F.K 9111/05 W. 2LY,W -%Ww NTS 3 ;paUCT fffiVM n com*yjngwft dw Fwft Attttlrl I3o 58705 0 ��� TA O �0 � ' `SSlO'N' Ate!' % A. LYI�IWftiw P.E. FL P.E-# 58705 F SEE DLO TABLE SEE DLO TABLE (MAX-) L SEE DU TABLE SEE DLO 53 W MAX: FLANGED WIDTH 52 118° MAX I.F. WIDTH 49 SW MAX FIXED DLO (ALL) b 75" MAX. I.F. A U j D HEIGHT SEE DLO TABLE 76' MAX. 387/16 X / MAX SASH SASH 481/4' MAX /ENT DLO (ALL) DETAIL A 1/1 SEE DLO TABLE O X j 75' MAX - A I.F. DETAIL B VIEW (STANDARD SASH) SEEDLO I �1 O / f SEE DLOI7ABLE X / E I 75" MAX. I.F. E J HEt 76' 20" SASH HEIGHT B -.•- I DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH} NOTES: I. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 99 FOR ANCHORAGE INFORMATION- L�1 �a ED ON A THREE OVER TWO FORMAT: 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BAS L°1 10107111 ` V ` NO ptWGES TM SHEET 10" TECHNOLOGY DFdW � T ip- awl/ii NO CHANGES TM S►�r MOK06M t3 s427s mdw. Draw P.O. BOX 9528 FJC 11/13+rMi B WTEGRAL RN VERS1 M . CHG. NQTE 3. ALX? lJOTE4. GIs, FL 34274 v bty Beuer rwmw a-*.a t FJC 9flX5 J.J SEE DLO TABLE SEE DLO TABLE C� C—i O DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 112" 34 311&' B 41 51W 41 114' C 41 lW 40 71W D 52 518" 52 11/1 6° E 52114° 52 5/16' SASH DETAIL LOW SILL HIGH SILL A 341/2" 34 3/16' B 27 7116" 27 118" C 27 7115" 27118" D 16318" 15314" E 16 318" 15 314" TABLE 5. ELEVATIONS wooc ALUM. SINGLE HUNG WJ 3.6.4b&k 117 my.c Sh7W NTS 4 d 17 IMPACT 4040 -2(T 75" MAX IF. HEIGHT 76" MAX. FLANGED 4 :DD1lCT REVISED �ymg with the }'IQaida �x�ido 1� -1C?1 * No. 56705 *_ � pf PLOR\pPA.• 0 1�,SS /ONN\- A. LYW MIl Ili, P.E. D FL P.E.# 58705 MAX - FIXED LITE DAYLIGHT OPENING MAX. HEIGHT 111 114SIDE _ 7,80R17 i 31 25 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS, (1) T FROM EACH SIDE OF SASH_ I INSIDE MAX- VENT DAYLIGHT OPENING ! 1 I MAX• FIXED LITE DAYLIGHT OPENING MAX. WIDTH INTEGRAL FIN (I.F.) FRAME SECTIONS® HIGH SILL LOW SILL OUTSIDE a NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT s,1o,11 ,15,16 kD JAMB OUTSIDE 2.710' ®LF. FRAME q I! OUTSIDE 2710" 0 DDUCTREVLTEID oomplyiag with the Florida oldiaK Code - - - — - . Lw] 52 2.� (HIGH SILL) U — - (LOW SILL) SEE NOTE ABOVE 54 �t 3 30 uLTRALIFT 69 • O �GENSE "Y 2 ONLY �LRALIFT — 2 SECTION C-C = =7p5 SECTION B-B RADIUS TOP = ALTERNATE HIGH SILL - o - ur_ (LOW SILL SHOWN) (HEAD DETAIL - FLANGED VERSION) _ A- ' lu ` �1 NO Cli4NGFS 7M stir ,om +r owc3lr SEC770NS ,�+ coR o� J.R. 0071111 NO 1� N .FL� P T t ALUM. SINGLE HUNG WINDOW, IMPACT �'�S�Sj fONA�- P.O. IS BOX 1b29 .»iw A_ LYNN hJIiLL I�,�' E F.IC t i1131l�8 B /4DD LF. S9EC7KTNS & C�OIJSOLIDATE Bat. GX?ll�OdVVYTS t t D.'" w- Dots chodud PAOiGOAAlS, FL 34274 llsibly Better F.K 911)U5 JJ 2/23717 SHM Half 5 a 11 4040 -20 O FLP.E.#58705 ITEM DWG;# DESCRIPTION 1 4002A FLANGE FRAME HEAD 2 1155 #8 X 1.000 QUAD PN. SMIS 3 4003C FLANGE FRAME SILL (LOW SILL) 5 1626 . ADHESIVE OPEN CELL FOAM PAD 6 40b4 FLANGE F#W& JAMB 7 4025 SASH STOP 8 4025 SASH STOP (EGRESS) 1 -125 LONG 9 4029 SPIRAL. BALANCE, 3i". W. OR 11116' 10 1080 BALANCE COVER, 318' OR 518" i 1 4050A #0 X.750 PH.W SKIS 12 . 70 8ALMC#'0OTT0M BRACKET 13 085/1006 SAS14 TOP GUIDE 15 7034M #8 X 1 PHILLIPS FLAT BEAD S. STL 16 1080 -1 BALANCE COVER, 11/16" 17 4063 SASH ST COVER 18 4029 -1 SASH BRACKET 19 ALCVR870 M32 X 1 R" LG. PH. FH. TYPE F S. STL 21 4054C FDtED MA MG PA 23 4006C SASH TOP RAIL 25 1235 V+►STP.,.i30 X 270 BACK, FIN SEAL 26 1096 SWEEP LATCH — 27 1016 28 4007 30 1226 31 4006 34- 1268 35 1622 36 1052 37 1224 38 1225 41 4039E 42 46448 44 4222A 45 985C 46 4067 47 4071A 48 4072A 49 4073A 50 40748 52 4009 53 1088 54 2740 55 1014 56 1 1630 Sim am,I F HEM FEW I:. Hsi F. JAMB ;H (E(F SILL LA 12' X25184' X l' 1'X314 "X1116° YYMRRL KIT PC�f#E ® 8 1`f 0YL D�Nt3 # DES(�iiP'itC 612225 60 1635 SCREEN SPLINE- .135 DW HARD 781 PQA 61 1624 SCREEN CLOTH 612226 63 505 GLAZING. CHANNEL (.68$ X.500) PA01626 64 1161 a X 1.000 PH. BUGLE TER 612227 67 C BLAZING TAPF-111$ X 112 - 7118 U 612244 68 4051A ISLIGONE, SASH 59YO iA RAIL (HK3H SILL) 612244 69 4050A FLANGE FRAME SILL (HIGH SILL) 70 DOW 899, 995 OR EQU PLCVR916 80 _ A GLASS. 5116" LAMA, (WA,.090 PUR,1B'A) 7034M 81 B_ GLASS, 5116" LAW (1/8"A,.090 PVB,i"S f"KT -82 C, QLASS. 5116 LiM. (1/8"HS, 0 I'm ,8- 42504 83 D. GLASS, 7116' LAM, (118"A, 090 PVB,118"A) '8X1 FPAX 84 E. GLASS, 7116" LAN, (11WA,.090 PV8,118'I-IS ALCVR870 85 P. GLASS, 7116' LAM, (l HS„090 PV6,118"H 64053 86 0. GLASS, 131160 LAM IG;1/8'P; AIR SPACE,; IXBRKT 87 H. GLASS, 13/16" LAM KG;118°T, AIR $PACE, i 32X12FPFX 88 3. GLASS, 13116' LAM R IJ8-L AIR WAGE, 5 64054C 89 J. GLASS, 13116' LAPIN IG;1/8 L AIR SPACE, 7 $4006 90 K GLASS, 1311W LAN! 10;1187, AIR SPACE, 675160 91 L. MASS, 13118° LAM 10; li LAIR SPACE, + IM. 71096 92 GLAS$,131le LAAA 0. 115" , 7 6985 64073 64074 LBj 57 1 1631 ISCREEN CORNER KEY W1OUT RINGS 71$31 58 1073 ISCREENWkING 1CASP 59 1624 ISGREEN SPLINE-.135 DIA FOAM 61624K nwowdbc i. DOW 1"7/11 D NO CHAWES 7W SHEET NOKONMFL34= PA A F fbTB t20tODIMB Fi34274 .t JA o"Vil C CfiA iGW GAP GLASS TYPE 7-0 7EbVVRM FROM KS AswdW FA DOW IVISM B ADD LF. FRAME nFW 47,48,49 AND 6a Ctl(1 8 1 F.IC VIW5 .R.i. Or1.r zmm 27 1 47 FRAME, I.F. HEAD #4071A, 6063 -1-6 ®4$ FRAME, I.F. LOW SILL #4072k 0063 -T6 FRAME, I.F. JAMB FRAME, I.F. HIGH SILL #40746.6063 -T6 '49 #4073& 6083-T6 (USED AS RADIUS TOP HEAD) PARTS LIST 3c; —I mw ALUM_ . SINGLE HUNG WINDOW IMPACT VoWy Rvr s.arnwa,c � SHM AtT3 S d i t 4044 -20 ...POT# 61635K 61816 6533402 64050 PRODUCT REVsF.0 as compvft with laic Fia" Budding Co& A M —1 1m Lou NX . `Gi3aSE �c _ No W:: Spot* bf 2 0 FL F �FSSIO�Q� A LYI�I maxtK P.E. FL P.E.# 58705 i -- -2784 1.363 .062 FLANGE FRAME HEAD 1 #4W2A, 6063 -T6 Ii FLANGE FRAME JAMB #4004, &W-T5 (USED AS RADIUS TOP HEAD) f :Y -I 2.830 �- 2784 --�-� 2.330 FLANGE FRAME SILL (LO #4003C,6063 -T6 062 _490 �-- 1.451- T SASH STOP #4025,6063-T5 t-- -- 2279 — j �3r]j1.707 21 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A, 6063RD Tfi #W 46C, .062 3.446 t r-�� H- 2.784 --' 6 69 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 J.J. I l[b4?7111 D JJt ID004JVVII �C CAGES TM SHEET FX. I WIAX I -JU 1 212"7 _062 I.F• FRAME 1 or 47 2 I I .040 17 SASH STOP COVER #4053, 5063 -T5 2.326 ----1 1.979 28 SASH BOTTOM RAIL(LOM #40G7,6063-T5 2.326 —1 2.638 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -TS o TEcHNoLOGY DRIVE IMAMS. FL 34275 m BOX 1528 NOWRIld. FL 34274 6or50 SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT n LF. FRAME,& I� llll��i�l VIEW D-D VIEW E-E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .50 —► 1.165 _678 1.096 —�* --►f —T os2 1' GLAZING BEAD, 5116 " � 41 #40398,6063 -T5 31 SASH SIDE RAIL #4008,6063 -TS .378 GLAZING BEAD 7116" #4222,6063-75 •x.678 1.115 —�--' ►7� 45 GLAZING BEAD,. 7116" #9850.6063 -T5 (USED W/ GRILL KIT) .050 —T 42 GLAZING BEAD, 5/16" #40448, 6063 -T5 (USED W/ GRILL KM O GLAZING BEAD, 13/16" IG #4067, 6063-75 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HANG WINDOW. IMPACT Vbtbiy Baaw s>noo 1 Half 1 7 d 11 1 "4040-20 I D PROW=. - REVISED ,, ,on*bft dw FIwids swI�scaa� nrto 11- t I<3I2c�� /1111111 =\ LUZ �� �• 58705 _ ip 1 +�J; STPXEOF A. L ddILlkk P.E. FL P.E.# 59705 HOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE SUBSTRATE: WIDOW HEIGHT 28.603 34.603 40.603 (DP LMTED) 46.643 52.603 58.603 64.603 76.0D0 ANCHOR TYPE: V) a - U Z 04 pr00C U ZV) p U Z p�OtV U z p U Z NO`"ON v Zc*>Fo p U z U zch� ON� p U z O U zr�Fo ON p U zrzMON'z U p 0 c U Oro V z p _O 0 >» U Z VSO U z WIDOW WIDTH GLASS TYPE 2 C,D,E,F,G, H.kJ,K,L 222222232223232233242333342333233435333445344 1_ _i 1 1 RLJ,K,L 1 21 1 1 1 1 21 1 1 2221 22222222222 2 2 2 2222222222222222232.233 _1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 2 2 3 3 2 4 2 3 33 3 A,B,M 11-21 3 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 212-2F2 2 2 2 2 2 2 2 2 2 2 212' 2 2 2 2 3 212 3E3 C,D,E,F,G, 1 1 1 i_ H,I,J,K,L 121 1 i 21 2121 2221 222222.2222222222 32222232223332233 24.000 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 1 1 1 1 1 i 1 1 1 2 1 1 1 2 1 2 112.112 2 2 1 2 2 2 2F2 2 2 2 2 2 2 2F2.-2F2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 C.D,E.F,G, 1 1 i 1 1 1 i 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 i KLJ,K,L 1 2 1 2 :2E2 2 3 1 2"2121213 1 2 213 213 2 2 213 213 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 :4L4 32.000 A,B,M 1 2 1 2 2 2 2 3 1 2 212 213 1 2 2 3 2 3 2 2 2 3 2 3 212 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 C,D,E.F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 —3F4 1 2 2 1 2 2 2 H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 :2E 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 3 3 3 3 4 3E3 3 4 3 5 M14 4 4 37 fI� 1 1 1 i i 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 -2 A'B'M _ .. .. .. .. ., .� n .Z . o 0 7 7 7 10 d 7 4 d i� A A i 4 1 4 © ©oo�I ©Q ©Q ©Qa o 9 urcirs NEW nun o ®©n©aplaufflu ©©©®©n®m®m C,D,E,F,C- 48.000 RLJ,K,L A,B,M C,D,E,F,t 53.125 KU.K,L A,B,M DW« �« .1 ! 10/07/11 D r� J.R. 04101111 C ;dW ;w jn Fic 1 i/law B wmw Fl. 7119!05 i 2 2 2 2 2 2 [2 2 2 1 2 1 2 1 2 1 2 1 2 1 21 -2] 2j 21 312 1 2 1 3 212 72 79 79 2 2 2 2 2 2 2 2 2 2 k2' 2 3 2 2 3 2 2 3 2 3 3 2 3 1 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 3 4 3 4 3 3 3 4 3 5 3 3 4 4 4 6 3 4 4 5 4 6 3 4 5 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ANGHUKAUt NU I t--b: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -18112' MAX. FROM TOP CORNERS JAMBS - 17112" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS-NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. AS 5. ESIGN PRESSURE LIMITATIONS: 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. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. l PSF 7s MAX PSF (DP LMTED) 118 HEAD 2 goDVer xEMM «ying.,axr JAMB ABOVE 2 C,D,E.F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG. RAC 2 2 2 2 2 2 2 2 44.004 H.kJ,K,L 222222232223232233242333342333233435333445344 M-34 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M 2 7 9 7 7 7 3 7 2 2 3 2 3 2 2 3 3 2 4 2 3 33 3 4 2 3 3 3 2 3 314 3 5 3 3 3 4 4 5 3 4 4 C,D,E,F,C- 48.000 RLJ,K,L A,B,M C,D,E,F,t 53.125 KU.K,L A,B,M DW« �« .1 ! 10/07/11 D r� J.R. 04101111 C ;dW ;w jn Fic 1 i/law B wmw Fl. 7119!05 i 2 2 2 2 2 2 [2 2 2 1 2 1 2 1 2 1 2 1 2 1 21 -2] 2j 21 312 1 2 1 3 212 72 79 79 2 2 2 2 2 2 2 2 2 2 k2' 2 3 2 2 3 2 2 3 2 3 3 2 3 1 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 3 4 3 4 3 3 3 4 3 5 3 3 4 4 4 6 3 4 4 5 4 6 3 4 5 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ANGHUKAUt NU I t--b: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -18112' MAX. FROM TOP CORNERS JAMBS - 17112" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS-NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. AS 5. ESIGN PRESSURE LIMITATIONS: 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. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. l TABLE KEY: MAX PSF (DP LMTED) 118 HEAD 2 goDVer xEMM «ying.,axr JAMB ABOVE 2 - MTG- RAIL JAMB BELOW MTG. RAIL POdw Como (FULL DP) R ►1► ! r 1 HEAD 2 2 3 O ?GISF '- JAMB ABOVE 2 MTG. RAC ; Q .Ip5 f JAMB BELOW = -►c : 00• [C MTG. RAC u_ �a SfOe ?� 00 MA iGES TMS sty timo TEC HNOLOGY nt ANCHORAGE SPACING, 1/1 WNDOWS :p� • -_ - FEOR`oP �� law VO DES TMIS SHEET EAt� JYOTES °A FL save ALUM. SINGLE HUNG WiiVDQW, IMPACT ;•��• ' P Q BOX 1529 %M DP WX wHEREANCttaR QTY IS J�ESTRtCT ED BYSIM a a..#-am sm. en..t a o as A L 16 �Ait1Ll tt�, P_E_ NOKOWSS. FL 34V4 Visibly Better SH7w NTS 8 d i 1 4040 -20 D FL P.E.# 58705 2l23Q►7 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE---- FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED � THE FOLLOWING DIMENSIONS: HEAD - 182MAX. FROM TOP CORNERS JAMBS - 171!2° MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS Ir MAX. BELOW MTG. RAIL ®SILL - ANCHORS-NOT 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE1 "LESS_ 5. DESIGN PRESSURE LIMITATIONS-- SIZE BLOCKS OF THE ADJACENT TABLE WITH A Boca ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN THE PRESSURE FOR RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE VVWOW HEIGHT 29.655 37.155 44 -655 52.155 59.655 67.155 74.655 76.000 4 O NO�OONN0 V c Z U U TZ 0 c•) O U Z U U Z 004 U 0 � O v Z 0 U Z Ocv � D O U NO`OcgO�OOcvO0 U U U � o 2: Z U U TZ U Q m O v Z U U Z 0r U a m O U Z OOcvOOO U v TZ U rO > U Z U U ' Z U WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 1 1 _. 1 1 _ -. 1 1 1 1 2 2 1 - -- 2 1 1 1. 1 _ -- .._. 2 1 1 -2-1-'-1-2 - 2 1 2 1 -• -- _ 2 2 1 _ - - 2 2 1 _ - 2 2 1 - 2 2 1 - - 2 2 1 -- 2 2 i - 2 2 1 - -- 2 j2 1 - 1 - 1 - 1 1 - 1 - - -- _ 2 2 _ 2 2 3r-2'2f2-l'3-"F2- 2 2 2 3 2 3 2 2 2 3 2 A.B,M , 4- _ 1 - -4 _. -4_., '#._- __^{_ - -1 -- - -�- __.1 _ 1 __y _ -1 _-q-_ ----1- ---i- --1 -- - .1- -.. -,f -- - t- - - -1 -- - -1 -- -._i i 1 1 1 1 1 1 2 2 2 j 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 -2-F2 2 2 2 2 2 2 2 2 2 J 2 3 2 2 2 3 2 3 2 2121312 24.000 PSF 79 C,D,E.F,G, KLJ,K.L 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 212 1 1 2 2 2 2 2 2 _1 21 2 2 2 2 2 2 2 2 3 2 3 2 2 2 --3L2 3 F 2 21-2 3 2 3 2 2 2 3 2 A,B,M 1 i 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -3T-21 1 1 1 1 111 111 2 2 1 1 2 2 2L2 2121212 2 2 2 2 2 2 2 F2 2 F21 3 2 3 2 2 2 3 F2 3 F21 2 2 3 12 2 2 3 F2 32000 PSF 69 77 1 C,D,E,F,G, KI,J.K -L 1 1 i 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2' 4 3 A,B.M 1 1 1 1 1 1 1 1 1 2 1 i 2 1 1 1 1 1 i 1 1 1 1 i 1 1 1 1 11 22222223222233223333 3233332233433243433243 PSF 59 67 79 C,D,E,F,G, Ht,,1K,L 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 37.000 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 212,212-2-F3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 P 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 J43 2 2 2 2 2 2 40.000 KI,J,K,L 1 111 11 222222232233332233433343333344334344 3353 A,B,M 2 2 2 2 2 2 2 2 6 2 2 2 2 2 2 _2 2 11 11 22222223223333223343 33433333443343443353 TABLE KEY: PS 49 79 56 79 79 MAK C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PSF 44.000 H,t,J,K,L 1 1 1 1 1 1 212 2 2 2 2 3 3 2 2 3 3 3 4 2 3 -31- 3 4 4 3 3 ±L3 414 313 ±L3 -:4 t-4 3 3 41-3 414 3 3 5 4 HEAD 13 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JARIIS ABOVE 333 wu><� Florida 1 111 11 2222223322333423334433434433434d3343443354 MTG RAIL It- 10iZol�� PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 G1-OW � 48000 H,t.J,K,t 1 111 11 22222233223334333344 3344443344444354444354 MTG. RAC is t'mduu ConUOi � A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 LDS 1 11 1 11 22222233223334333344 3344443344444354444354 HEAD 2 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 t44 3 2 3 3 2 3 3 2 3 `ABOVE 2 2 ``��O��t,GE�sE ' FR *' RAIL 53.125 KI,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 3 3 a44: 5 5 413 514 5 5 4 3 5 4 `'' :' ,g7� 2 2 2 2 2 2 3 2 2 3 2 3 3_ 2 3 2 2 _3 2 3 3 2 3 .lAh1� BELOW _ -k 00- .* B, A'B'M 111111 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 3 3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 MTG- RAIL = W� J-L 10IQ7711 >? NoCHANGES TM SHIFEi ,070 LOC�r nrmE ANCHORAGE SPACING STANDARD VIEW %�0, J.R O*VVi1 C Q7YIS RES7RICTM BYSaE NOKOM IS, FL 34275 P ""` ALUAA. SINGLE HUNG WINDOW, IMPACT �, , FJC 111131 B DPMAX WF ERE AhV JR Q7Y lS RESTRtCTM 8Y Sf2E PA.BoX 1529 „ A. C);W MlLtttk; P.E. D rs, c+,.d" nrmc 140KOMl5, R 34224 Vxabty Beucr StnoD NTS 9 d 11 4040 -20 D FL P -E-# 58705 FX 7aWO5 J.J_ 2!23/07 ANGHUKACit NU I tJ: 1. ANCHOR TYPES: 1 -1W ELCO TAPCONS 2 -1/4` ELOO SS4 CRETE -FLEX 3 - #12 SCREWS 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD -1812' MAX. FROM CORNERS JAMBS -1712' MAX. FROM TOP CORNERS 11 12` MAX ABOVE THE MEETING RAIL 8` MAX BELOW MTG. RAIL 15' MAX. FROM BOTTOM CORNERS SILL- -REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES T. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12,W MIN. TO 38` MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: 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. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE A TABLE 7. KEY: ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. D NO CHANGES TJ-RS SLEET 1070 TEM010tOGr DRWE N0K0MMFL3W5 FAdfte o »/11 AwIloroac C NO CHANGES TM SHEET F C IV13106 R B Dp MAX Y T Q tS SRE MCTED BYSIZE P-a goat 15M NOKOM18, Ft. Sava _ F-X 7 J.J. TABLE 8. SASH HEGHT SUBSTRATE 12776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 o O 'ri z z z _ o z v z z 8 v a d c 0 U U ro v zz a M 0 Z z ANCHOR TYPE. WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 24.00D 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 2 3 4 2 3 79 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4-1- 3 3 d 3 4 74 40'000 2 2 2 2 2 2 3 2 3 3 2 3 3 --T7-3T3 4 3 3 4 3 d 4 3 4 68 78 —5–F- 44.000 2 2 2 2 2 2 3 –27-F-3 3 3 3 4 3 3 4 3 4 3 4 5 3 4 63 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 ]]2 73 58 66 72 53.125 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 S ..d&l. J.J. 10/07/11 D NO CHANGES TJ-RS SLEET 1070 TEM010tOGr DRWE N0K0MMFL3W5 FAdfte o »/11 AwIloroac C NO CHANGES TM SHEET F C IV13106 R B Dp MAX Y T Q tS SRE MCTED BYSIZE P-a goat 15M NOKOM18, Ft. Sava _ F-X 7 J.J. ?/23W MAX. PSF (DP LMTED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL FULL HEAD 2 JAMB ABOVE 4 MTG. RAIL A TABLE 8- KEY: MAX PSF (DP LI TED) 112 JAMB BELOWD MTG. RAL FULL DP JAMB BELOW R2 MTG. RAL ANCHORAGE SPACING, CUSTOM VIEW ■_--_ ALUM. SINGLE HUNG WINDOW, IMPACT Vusbly Bacra+ ! SHM NT S (� 10 d 11 }- 4040 -20 D compwot Adm� tt- 101 lttttttt� ����• \y 00 56705 CC 14 LIT s Ts of ��� - Fcot�o�'•'�C��. A. LY�WLVIk, P.E. FL P.E# 58705 A 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK MW (SEE NOTE 4) EXTERIOR INTERIOR ALL HEAD AND SILL DETAI ) CONCRETE ANCHOR -(SEE NOTE 1 & 3) 2x WOOD BUCK A(SEE NOTE 4) .;-� : -: -.,, 1 3V MIN -, 114" TAPCON & ►' I-aW MIN., 1/4' CRETE -FLEX 114' MAX SHIM DETAIL A WOOD ANCHOR (SEE NOTE 2 8 3)vB DETAIL B 13/8' MIN. 114" MAX_ SHIM TYPICAL FLANGED /' ANCHORAGE 1 114" 1 31w MIN MIN- 1/4'MA)C SHIM t 114" MAX SHIM v V CONCRETE ANCHOR 'oaf trrtr.�rn,rr,. mill i RAIL (SEE NOTE 1 & 3),g�i 'fiml­lllt '' will Z_ Z ® NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 114' SS4 CRETE -FLEX- MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13147. 2. FOR WOOD APPLICATIONS W MIAMI -DADS COUNTY, USE #12 STEEL SCREWS (135) OR 114' SS4 CRETE-FLEX 3. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED W THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOW CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 i/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" 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 CRn ERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. $. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 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). WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2 & 3) -� 3-35 KSI MIN. CONCRETE r , OR 1 -5 KSI MIN- CMU IN Ix BUCK OPTIONAL Wrni SOLID COi+0RETE Iq WOOD BUCK SUBSTRATE (SEE NOTE 4)ZIA� (SEE NOTE 4)� DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A, tPr _131' DIA. MIN_ x 2 112' NAIL, AT CORNERS AND 5' O.C. �unllinnuaalart �1���! DETAIL F, (HEAD) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR lu MAX SHIM FRAME �.a FRAME C l ' N. ttt�(��lil1Rt11 �i� �( AND 6'0.C- .131' DIA. MIN. x 2 112' NAIL, AT CORNERS AND 5' O.C. DETAIL E. (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIAT ANCHORAGE ,& dJ 1107111 b NO CHANGES IM SHEET JJZ 04A7111 t C NO CHANCES TM SST +ate ADD INTEGRAL FNANCHOR4GFUPOATE 8 REAR NOTES Fic l vf3w B ADD NOTES 7. tPDATE DX e air CbododDy VMW F.K N1/D3 J.J 2207 0 TECHNOLOGY DRIVE NOKOMIS, FL 34273 P.0 Lox 7:528 t40KOW6. R 34274 r ANCHORAGE DETAILS FRAME ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Bcff� I R srrTOn IVTS 1 11 d 11 1 4040 -20 1 D gwitb ft F1ogift I 1111111 VENN A9111�'�i� 65705 -�Lu- - S-w O .n ...... �`SSIONA�- .��� A. LAM MILtt PE FL P.E.# 58705 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5116" LAMA CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. 516" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. MAXIMUM PVB INTERLAYER. 4. ANCHORAGE: THE 331/396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. C. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEXIKFEPSAFE MAXIMUM PVB INTERLAYEP, S. SHUTTERS ARE NOT REQUIRED. E. 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERL.AYM SHEET F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES .............1 GLAZING DETAILS............ 2 G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES._.... 3 .090 DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PVB 04TEP.LAYER. ELEVATIONS --- _..- -------- -_ 4 VERT. SECTIONS ............. 5 H. 13116" LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 5116" OR 318" AIR SPACE AND 5116° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE HORLZ SECTIONS.»......... 5 OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER- PARTS UST EXTRUSIONSS ................... 6 . _ ................. 7 1.13116" LAMI IG: (1) LITE OF 11W OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 316" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS CORNER DETAIL_............ 5 ANCHORAGE._­­­ 8-11 WITH AN .090 DUPONT BUTACITE OR SAFLEXi EEPSAFE MAXIMUM PVB INTERLAYER. �, J. 13/16" LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.).GLASS, 3/16" OR 114 "AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED CLASS WITH AN DW DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3116" OR 114" AtR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE n..m OF 3116" HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACJTE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYEPL J:.L L 13116" LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF W16' HEAT STRENGTHENED GLASS E WITH AN J090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 1070 TECHNOLOGY DR WE �OMIS. FL 345 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) 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. 4. ANCHORAGE: THE 331/396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISE as comptyiag with too Ftorida CoBe Acceptance No � '� S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. IIy 7. REFERENCES: TEST REPORTS 1= [L -4856, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01,03-0225.05 t t ! t ! t ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL LYNN M/l���cc''•,,. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH Z) * : HO.58705 D 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. -13 �- Z �- �, n a n..m or J:.L 10/17111 E FBC 2010 CODE CHANGE 1070 TECHNOLOGY DR WE �OMIS. FL 345 GENERAL NOTIES INK ALUM. HORIZONTAL ROLLER WINDOW, IMPACT O ssIONPL ''' J-41 �11 Plowsk � O ADDED IG CAP TOIETEW�ED +�NO� . FJG 4H5 07 C D FTL -5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENTEDIT. P.O. BOX 1529 NOKOWd.FL94274 I t `� %�- LYNN��,P.E. V1siblyBetu. sm..aree c s".r suss uwwnu� s.. 1�, � ChoCkoa t w F.IG 2126ro6 J.J. 3!33!06 tiR710 NTS 1 a 71 4127 -90 E 0-T � � -"'& &--ll � � 'IJ C-50 0.. `.- 52 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 21 � 112" NOAH. GLASS BITE t 66,67,68,69,70,71 55 1/2" NOAH. _GLASSS 51 63,64,65 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED x116' OR 3/8" AIR SPACE 1/8" OR 3116* ANNEALED OR TEMPERED GLASS QD 13/16" NOAH. 13116" LAMI IG GLASS W15/16" LAMI 59 52 aEXTERIOR INTERIOR (ALL SECTIONS) 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7116" LAMINATED GLASS 50 1/2" NOM. GLASS BITE 72,73,74,75,76,7 v 311 6" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7 11 6° LAMINATED 3116* OR 1! -0" AIR SPACE 118" or 3116" ANNEALED OR TEMPERED GLASS D 13146° NOM. 13116" LAMI 16* GLASS W/ 7116" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. .rc lanrrl E roocHANGE r>WsstSEr - JA Ld1fI(11 D ADDED i6* GAP TO BE I EblPERED +30FT NOTE a FJG 411SRJT C NO CHANGE THIS SHEET aim eX LLer amr F.K 2/28108 J J 3280 6 o TFcHNOtLXaY owvE r T GLAZING DETAILS Noes. S. ALUM. HOR120NTAL ROLLER ER FL 34274 V". Bmw acrr ee..r To NR710 FUIJ 2 o + 1 ! IMPACT 4127 -10 ' E �i LYNN M!(- � �`��••�, \GEf3SF � Q = �r Flo. 587H A. LYNN b1LlW P E. P.E.# 587 04 P1,is, ",I -I TVV.:i "'UU.0 TDU_U oU.0 TOU.V T3V -V TVV.V -W.V TW -V '17V.V -W -V -VV.V w.v �iv.v • w.v -vv.v D Q FOR INSTALLATION IN THE HVHZ ABOVE 30 FT.. GLASS. TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0. -60.0 +55.2 -55.2 +52.3 -52.3 108" _ , ..,G,I'1, 16013 -60-0 #{i .__.- £ii.0.. - - 60.1)- -- 60:4 - - +60:13 -- - -450:4 - --MG ;O 60 -0- _- +60:9_. - --69.6 --- �-54:f - ' -54 6 _ +51.7 - 5t.7 119" A,B,G,H +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 1 +60.0 1 -60.0 +60.0 1 --60.0 1 +59.5 -59.5 +53.6 1 -53.6 +50.9 -50.9 UP TO 911" C,1 UP TO 74" +60.0 -60.0 UP TO 111„ D,E,F, J. K. L +75.0 75.0 TABLE 2. IXOX (1/3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO. 63" TO 86 7116" A,B,C, G,H, I +60.0 -60.0 TO 86 7116" D'E'F' +75.0 75.0 J,K,L - TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW -GLASS WI{4DOW HEIGHT WIDTH TYPE 26" 36" 38 318" 'We 50 6l8" 54" we 63" 60" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 1 J -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 75.0 Or A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 1 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 I +75.0 1 75.0 +75.0 75.0 +75.0 1 75.0 1 +75.0 1 75.0 +75.0 75.0 +68.1 1 -68.1 +63.8 -63.8 UP TO 74" C'D'E'F' I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XO4 FfL -4859 (OX & XO) AND FTL -5330 A. 5116" LAMI - (1/8" A, .090,118" A) G. 13116" LAM) 1G -118" OR 3/16 -A (MIN.), 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (118 "A, .090,1/8 "A) B. 5116° LAMI - (1/8" A, .090,118" HS) H. 13116" LAMI IG -1/8" OR 3/16 "A (MIN.), 5116" OR 3/8" AIR SPACE, 5116" LAMI - (118 "A, .090,118 "HS) C. 5116" LAMI - .(9/B" HS, .090,1/8" HS) 1. 13/16" LAMI iG -1/8" OR 3116 "A (MIN.), 5116' OR 3/8" AIRSPACE, 5116" LAMI - (118 "HS, .090,1/8"HS) D. 7/16" LAMI - (3/16" A. .090, 3/96" A) J. 13/16" LAMI IG -118" OR 3/16 "A (MIN.), 3116" OR 1/4" SPACE, 7116" LAMI - (3116 "A, .090, 3116"A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI IG -1/8" OR 3116 "A (MIN.), 3116" OR 1 /4" SPACE, 7/16" LAMI - (3116"A, .090, 3116"HS) F. 7116" LAMI - (3/16" HS, .090, 3116" HS) L 13116" LAMI IG -118" OR 3116 "A (MIN.), 3116" OR 114" SPACE, 7/16" LAMI - (3/16" HS, .090, 3116"HS) RwsdW ij. a'17/11 E X0 CH4NGF T-ffS ShfiMT DESIGN PRESSURES 1070 TECHNOLOGY DRIVE JA 8 +11 D ADDED AG CAP TOW T +30FT NOTE NOKOWS. FL 34775 P Tax .9r FJC 4115107 C ADD PO EC RAL Fii N OPTIO a LbtVAT2= AS77L4 E 1300-02 DPs P.O. sox 1529 AL[/AA HORIZONTAL ROLLER WINDOW, IMPACT NOKOWS. FL 34774 VWb& Better �' t eorc ae..r nartipNa rw. [5UFJCr 36 "W10 NTS 3 d 7t 4127 -i0 F 2l13A(►8 J..I. PRODUCT REMED as cmroym vmh the Florida nocepmnce No � ' �t •� Mimai Dede Pm ud Coetto ' * No wo5 cr w; i'j7••. STATE OF •�_ - "iO,c .. --t cOlzl�P.�j` A. L44,4 EVk .E. P.E.# 58705 f B 27 318" MAX DLO VENT 54 5/16` MAX. DLO FIXED 110' MAX. WIDTH IF. FRAME t 111" MAX WIDTH FLANGE FRAME DETAIL B - XOX (114 -1/2 -114) 33 8116" MAX. 33 9/16' MAX. DLO FIXED C =i—f --a DLO VENT 57 3V MAX DLO ALL A ,Is 0 x A 56" MAX. DLO ALL VENTS 62" MAX. IF. FRAME ALL CONFIG. B 63" MAX FLANGE FRAME ALL CONFIG. 27 318" 27 318" 7116' MAX WIDTH I.F. FRAME ---� 6 7116" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (113- 113 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL IF. FRAME PROU X- rREWSED as compiyiag with dw Florida BuilffingCode Mim li act C --s ( 'J 3 j FLANGE FRAME �J \oal 73" MAX_ WIDTH I.F. FRAME ---� ��� • '��GFJ�ISE VIEW D -D Q •- 74" MAX_ WIDTH FLANGE FRAME zit : I,40. 5o705 _ (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO = clf- nr,ww J..L 10117hI F tvo CtbW7m SHEET ,070c►+woLOCY txm� ELEVATIONS %O dwil v NO IM NOKOM ,834275 Fv �"" * IFS FLOR1a' "��0.� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT &/0NAX- FJL 47166 C affiv�%Mwar.olmoNs P.O. Box 1529 s� aa..r c�e,u. ar ��f�' LwiMa Dot MMOMtS. FL 34274 VWh& A LYf� Mldlp� t3� P E FJG Z J,J_ 3 23m r nw NTS 4 11 4127 -10 E P.E. ss7os o x x 110' MAX. WIDTH IF. FRAME t 111" MAX WIDTH FLANGE FRAME DETAIL B - XOX (114 -1/2 -114) 33 8116" MAX. 33 9/16' MAX. DLO FIXED C =i—f --a DLO VENT 57 3V MAX DLO ALL A ,Is 0 x A 56" MAX. DLO ALL VENTS 62" MAX. IF. FRAME ALL CONFIG. B 63" MAX FLANGE FRAME ALL CONFIG. 27 318" 27 318" 7116' MAX WIDTH I.F. FRAME ---� 6 7116" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (113- 113 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL IF. FRAME PROU X- rREWSED as compiyiag with dw Florida BuilffingCode Mim li act C --s ( 'J 3 j FLANGE FRAME �J \oal 73" MAX_ WIDTH I.F. FRAME ---� ��� • '��GFJ�ISE VIEW D -D Q •- 74" MAX_ WIDTH FLANGE FRAME zit : I,40. 5o705 _ (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO = clf- nr,ww J..L 10117hI F tvo CtbW7m SHEET ,070c►+woLOCY txm� ELEVATIONS %O dwil v NO IM NOKOM ,834275 Fv �"" * IFS FLOR1a' "��0.� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT &/0NAX- FJL 47166 C affiv�%Mwar.olmoNs P.O. Box 1529 s� aa..r c�e,u. ar ��f�' LwiMa Dot MMOMtS. FL 34274 VWh& A LYf� Mldlp� t3� P E FJG Z J,J_ 3 23m r nw NTS 4 11 4127 -10 E P.E. ss7os MAX. HEIGHT FLANGE FRAME itAAAX INTERK3R J Y 36 I r@ .. INTERIOR EXTERIOR INTERIOR — MAX. FIXED DLO --►-� MAX DLO MAX. WIDTH (FLANGE FRAME) 19 SECTION B -13 1 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO MAX. VENT DLO -- MAX. WIDTH (1•F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) -FAw r-i 39 16 13 EXTERIOR INTEMR •vCENSFe FOP 10 6 �� �� , 10 42 _ * No. 58705 SECTION C-C SILL HEAD = = _ (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) � A \ �E OF ti S Ire lnecec trc 1U/1711: E NO ,o,ocf,»oc,r> � SECTIONS � "" J.R. 621x!91 NO CHANGE TM SHEET NOKOtYflS• F134275 Ir-CWT ALUM. HORIZONTAL ROLLER WINDOW, IMPACT /� S�O�A� '�,, .�� sex 4115W AVTECsiiAL �V 1TEMS41 42AAtD43AND VIEWS NOCOOh". �6 r 1) I� �����1- xlj A LYt+Bd Id�t1,ER, P.E. I &tFly Better SWA-4b" avrr sn..e a.itplra �^ a»a a F.K. Z26M d- L sr-law 9�7�o Naff 5 d 11 4127 -1D E P��os ITFM DWCW REVJ DESCRIPTION A4ATL PM 1rEM DWG REVJ DESCRIPTION NAT PG-N 1 4102 A IFIANGE FRAME HEAD 6063 -T6 AL 61 66 GFASS, 13/16' LAMI IG1/8'A 318 "AIR SPACF, 5/16° LAMI (1/8-A,.090 PVB, 1/8"A 2 4025 ISASH STOP STD. ANTI UFT CUP 6063 -T5 AL 612244 67 13116' LAW IGI /8-A 318' AIRSPACE, 5116' IAMI 1 /8 "A, .090 PVB, WES 3 1#8 X3 /4 PH. PAN HEAD 7834AA 68 13116" LAMI1GI/8"A (MIN.13/8' AIRSPACE, 5116" LAMI 118- HS,.090PVB, WPID 4 4053 1 SASH STOP COVER(SASH STOP ) 6063 -T5 AL 69 13116" LAMI IG3/16"A IN.), 5116' AIR SPACE, 5116' 1AMI 1/8-A, .090 PVB, U8"A 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 70 13116' LAM IG-3114V A , 5/16" AIR SPAC 5/16' LAMI 1 /8"A, .090 PVB 1/8" 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 71 13116' LAMS IG-3/16 "A (JNM.l 5116" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB,1 /8'HS) D 8 4131 ROLLER TRACK 6063 -T6 AL 64131 72 13/16" LAMI IG IMA (MIN. U4' AIR SPACE, 7/16' LAMI (3/16-A,.090 PVB, 3/16'A IO ?1298 WEEP HOLE COVER POLYPROP. ?1298 X73 " 13/16' LAM11C�ll8 "A (A9iN. 114' AIR S�PpAC.>�i 7/36' LAM] ( 3I1�6 "pA�,(�.0/9y0�PVI%3_1�16�'y iii - T'ltR —S A-CF, f ri'ie --Lii 7[7 +Wj .�V'PVj 7Y46 !iJ IZ ADt -MVE CMtF0AM PAD _ . a.�._ ,� � _- 75 L31Ib" LAMI 10-3116- A 3/16" AIRSPACE, 7116' LAMI 3J16'A, (390P 3/i6'A 13 4IX02 A RANGE FRAME JAMB 6063 -T6 AL 612225 76 13/16' LAMI ICr3/16'A ( MIN.), 3/16" AIRSPACEi 7/16" LAMI (3116"A, .090 PVB, 3/16"HS) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 77 " 13116' I-AMI IG3/16" A IN. 3/16" AIR SPA 7/16 - LAMI 3/16'HS .090 PVB, 3/I6'HS 15 1155 #8 X 1.000 QUAD PN. SM S 781 A 90 1014 SCREEN FRAME (HOR & VER. ) 3105 -H14 AL 16 4110 G SCREEN ADAPTOR 6063 -T5 A L 64I 1 OG 9I 1630 SCREEN CORNER KEY WRINGS POLYPROP. 17 4054 B FIXED MEETING RAIL 6063RD -T6 AL 64054A 92 1631 SCREEN CORNERKEYW /OUT RINCS POLYPROP. I9 4066 W STP_ 187 X 230, FIN SEAL 64066G 93 1073 SCREEN SPRING ST ST. 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 94 1624 SCREEN SPUME - .135 DIA. FOAM EM PVC 22 1683 WSTP.,250 X 270 BACK, FIN SEAL 61683G 95 1635 SCREEN SPUME- .135 DIA. HARD EM PVC 23 225-1 ROLLER HOUSING &GUIDE 42112HD 96 SCREEN CLOTH 24 226 BRASS ROUIRWHEELS BRASS 7BRWHI2 29 4128 IHORIZONTAL ROUER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D ISASHMMWGRAIL 6063HS -T6 AL 64006 2.710 33 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S16G 7. 35 1096 ISWEEPIATCH DIB-CAST 71096 36 1016 #8 X.625 PR FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 262 38 1683 WSTP.,250 X 270 BACK, FIN SEAL 61683G .062 39 7070 BULB W EATHERSCRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078" C" L OR R 41 4139 LF. FRAME HEAD 6063 -T6 AL 64139 I.F. FRAME HEAD 42 4140 LF- FRAME SILL 6063 -T6 AL 64140 41 #4139.6063 -T6 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 50 IGLAZING SILICCINE, DOW 899,995 OR EQUIVAI�TT 51 1224 VINYLGAZINGBEAD BULB (THICK 6TP247W,K PP as compving with Hari& -52 1225 VINYL GLAZING BEAR BULB 6TP248K ll� 2784 Ba+ code 53 4039 B JaAZING BEAD - 5116" 6063 -T5 AL 64039B NO 54 4044 B IGLAZM BEAD- 5116' W/C RILL KIT 6063 -TSAL 644703 Zo1�D 3.1.51 L 55 4222 A GAZING BEAD - 7/16" 6063 -T5 AL 64222 nniamf 56 985 C C4LING BEAD - 7/ 16" W/CWIL KIT 6063 -T5 AL 6985 OGL 1.986 59 4067 GLAZING BEAD - 13/16' 6063 -T5 AL 64067 I.F. FRAME JAMB 60 SS 5116" LAMI (1 /8" A, 090 PVB, 1/8- A) 43 LYNN 61 " 5/16" I.AMI I /8" A, -090 PVB, 1/8- HS) ##4141, 6fl63 -T6 _• ......, .� pN 62 5116° LAMI (118' HS, .090 PVB, 1/8- 13$ ) Pte... y�c.�+�sF �P 63 7/16" LAMI (3116" A, .090 PVB, 3116" A) 2.710 No_ 66705 64 " 7116" LAMI (31160 A, _090 PVB, 3116" HS 42 I.F. FRAME SILL 65 " 7116" LAMI (3/16w HS, 090 PVB, 3116" HS) #4140,6D63-T6 ' T1 I rs�.asy. Drrr A.�rooc -_ STAW ✓.,a W17111 E NO C k ANGE TM SHEET PARTS LIST �O,<, - ..�tflRtV�'• G� =� DrtK RdWax 1070 TECHNOLOGY DRIVE _ i �` JR i�1tJh1 v to c ►ss r ES NOKOMIS. R 34275 r _� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '•;�`%NAI- fir; •`• o.� FA 4115107 C. ITEMS 41,42 $ 43 P O. BOX 1528 �a..auoat &+rr tw..saY Rn A. LIYNN'IIiRLER P E �w D a.s; Norcon>as. FL 3W4 vtsi* Better IRMO NTS 6 d 91 4927 -10 ,E P.� cos F.IC 1126 J.J 32311711 1 ►- -- 2.710 —� 1 73 -•�— FLANGE FRAME HEAD J #4102A, 6063 -T6 o62 .490 T— +-1.451 -� O SASH STOP #4025, 606&T5 .062 ".349-4 21 SASH TOP & BOTTOM RAIL #4133,6063-T5 .678 GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) 10/17/11 E NO CHANGE 77//S SHEET ow Rft*imc 8121Y11 D NO C44NGE 7l-tfS SHEET ow IGU;;; 417x+07 C NO CHANGE 7M SHEET or Owdod PAW 2/18/06 I J.J 3123878 1 a — 2.710 G FLANGE FRAME SILL #4136,6063-T6 .061 .4377 T .46 HORIZ. ROLLER TRACK #4131,6063-T6 1 2.279 - 1.081 32 SASH MTG. RAIL #4006D, 6063HS -T6 .678 1.096- ----tT 55 GLAZING BEAD 7/16" #4222A, 6063 -T5 37 O FRAME SILL ADAPTER #4137,6063-T6 1.87 .062 �1.403- 17 FIXED MEETING RAIL #4054B,6063HD -T6 i SASH SIDE RAIL #4126,6063--r5 .678 GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) }•F- 1.513 ip .738 SASH STOP COVER v #4053,6063-T5 }-- -2.784 1-m IL_l .062 13 —A— FLANGE FRAME .IAMB #4002A, 6063 -T6 .678 1.096 —T 53 GLAZING BEAD, 5116" #40396, 606345 .683 .050 — - 1.097 59 GLAZING BEAD, 13/16" #4067,6063-T5 o tecHNOLO*Y oRnre , Tar WS. L3 ALUM. HORIZONTAL ROLLER P.O. NOKCOAdS. FL 34274 V%sibly Better• modit ` HR710 Half 1 7 a 11 IMPACT 4127 -10 I E PROD= REVISED ,omoymg Lc Fl Ba&n co& Not— 4-C4 WWAI %1111111 LYNN * No. 58705 LU OF- 0 • STAiE /ONAL A. LYNN MLL.ER RE P.E.N 58705 ANCHOR QUANTITIES, XOX (114112 -114) WINDOWS TABLE 41 NOTES: GLASS TYPES A,B.C.G,KI GLASS TYPES D.E,F,J.K.L 1. ANCHOR TYPES: ANCHOR TYPE 2,3. WOOD 2. CONC 1. CONC 2,3, WOOD 2. CONC t, CONC 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES cn m m m m m 2 GLASS TYPES: D m m m m m m FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD & SILL HEAD & SILL HEAD & SILL m HEAD & S -L 2 HEAD & SILL 2 HEAD & SILL m A. 5/16- LAMI - (U8" A,.090,118" A) W v H ¢ % ' < ' < B. 5116- LAMI - (1/8" A,.090,118" HS) FT. GLASS TYPES G - L SHALL HAVE A C. 5116' LAMI - (118" HS,.090. 118" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 53.125 x 38.375 1 +C2 +1+C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 t+C2 +1 +C2 +1 Z 1+C2 +1+C2 +1 2 1+C2 +1 +C2+1 2 D. 7116- LAMI - (3(16° A..090, 3J16" A) ANCHOR QUANTITY REMAIN UNCHANGED_ 48.000 14C2 +1 +C2 +1 3 1 +C2 +1 +C1 +1 3 1 +C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1+C2 +1 3 E_ 7/16" LAMI - (3116" A..090,3/16 HS) F. 7116" LAMI - (3/16" HS -O_ 9.0 3/16" HST_ M.W5 1 ±C2 ±1±623 3. i +C,2+1tC , tG2+,�+C2+ 3 - 4*=+4*C2*1 4C2+44C2+1 3 -'£ 6.13116" LAMI IG - I-Ar OR 3/16" A (MIN.), 5(16" OR 318" SPACE, 5116° LAMI - (118" A,.090, lir A) 54.000 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 t +C2 +1 +C2 +1 3 1 +C2 +t+C2+1 3 H. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5116° OR 318" SPACE, 5116" LAM - (1(8" A,.090,118' HS) BO.000 1 +C2 +1 +C2 +t 3 i +C2 +i+C2+1 3 1 +C2 +1+C2 +1 3 i +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+t+C2+1 3 1. 13116° LAMI IG -1(8" OR 3116' A (MIN.). 5/16" OR 3(8" SPACE, 5/16' LAMI - (1(8" HS,.090,118" HS) J. 13/16" LAMI IG - 1/8" OR 3116" A (MIN.), 3116' OR 114 SPACE, 7116' LAMI - (3/16" A,.090, 3/16° A) 63.000 1 +C2 +1+C2 +1 3 1 +C2 +1+C2+1 3 1 1 +C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3+1+C3 +1 3 K. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3116" OR 114° SPACE, 7/16" LAMB - (3116" A-090.3116' HS) 60.000 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2+1 2 1+C2+1 +C2+1 2 1 +C2 +2+C2 +1 2 L- 13/16" LAMI AMI IG -1/8' OR 3116"A (MIN.), 3/16" OR 114" SPACE, 7/16° LAMI - (3116- HS-090,W16- HS} 48.000 1 +C2 +1 +C2+1 3 1 +C2 +1+C2+1 3 1 +C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 t +C2 +2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +(2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C2 +2 +C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +(2+1+C2 +1 3 1+C2 +1 +(2 +1 3 1+C2 +1+C2 +1 3 1 +C2+2+C2+1 3 HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 t +C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C3+2+C3+1 3 25 314' MAX FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221!2" MAX. O_C. 63.000 1 +C2 +1+C2 +1 3 1+C2 +1 +C2+1 3 1 +C2+1+C2t1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3+2 +C3+1 3 TABLE KEY: 74.00ox 36.375 1 +C2 +2 +C2+1 2 1 +C2 +1+C2 +1 2 1 +C2+2+C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2+1 2 1 +C2+2+C2 +1 2 X O X 48.000 1+C2 +2 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +2+C2 +1 3 1+C2 +2+C.2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2+C2 +1 3 1+C3 +4+03+1 3 OR QUANTITY PER JAMB 50.625 i+C2 +2 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +2+C2 +1 3 1+C2 +2+C2 +1 3 i +C2 +2+C2 +1 3 1 +C2 +2+C2 +1 3 HEAD AND SILL ANCHOR QUANTITY_ CENTERED 54.000 1+C2 +2 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +2+C2+1 3 1++2+C2 +1 3 1 +C2 +2+C2+1 3 1 +C3+2+C3 +1 3 A CLUSTER OF (3) ANCHORS C2 60.OD0 1 +C2 +2+(2-+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 i+C2 +2+C2+1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 AT EACH ANCHOR AT T EACH CH EA RAIL PLUS OPERABLE VENT 63.OD0 1 +C2 +2+C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3+2 +C3 +1 3 1 +C3+2 +C3+1 3 1+C:2 +2+C2+1 3 1 +C3+2 +C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.00Dx 38.375 i+C2 +2 +C2 +1 2 t +C2 +2+02+1 2 1 +C2 +2+C2 +1 2 1 +C2 +2 +C2 +1 2 1+C2 +2+C2+1 2 i+C2 +3+C2 +1 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2 +2 +C2+1 3 1+C2 +2+C2+1 3 1 +C2+2 +C2+1 3 1 +(2 +2+C2 +1 3 1 +C2 +2 +C2+1 3 1 +C3+3+C3+1 3 (3' MIN. O.C. ANCHOR SPACING) 50.625 1+C2 +2+C2 +1 3 1 +{2 +2+C2+1 3 1+C2 +2+C2+1 3 1+C2 +2+C2 +1 3 1 +C2 +2 +C2+1 3 1 +C3 +3+C3+1 3 3/4" max. 54.oD0 1+C2 +2+C2 +1 3 1+C2 +2+C2 +1 3 1+C2 +2+C2+1 3 t+C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1+C4 +3+C4 +1 3 25 60.000 1+C2 +2+C2 +1 3 1 +C2 +2+C2+1 3 1+C3 +2+C3+1 3 1 +C3 +2+C3 +1 3 1+C2 +2 +C2+1 3 1+C4 +3 +C4 +1 3 63.000 1+C2 +2 +C2+1 3 1 +C2 +2+C2+1 3 1 +C 3+2+C3 +1 3 1+C3+2+C3 +1 3 1+C2 +2+C2 +1 3 1 +C4+3+C4 +1 3 9" REF. X O X 106.375 x 38.375 1+C2+2+C.2 +1 2 1+C2 +2+C2 +1 2 1+C2 +3+C2+1 2 1+C2 +3+C2 +1 2 1+C2 +3+C2+1 2 1 +C2 +4+C2 +1 2 PRODUCT r MSED 48.000 1 +C2 +3+C2 +1 3 1+C2 +2+C2 +1 3 1 +C3+3+C3+1 3 1 +C3 +3+C3 +1 3 1+C2 +3+02+1 3 1 +C3 +4+C3 +1 3 MTG. RAIL, TYP. � y with �de 5D.W5 1 +C2+3+C2 +1 3 1+C2 +2+C2 +1 S 1+C3 +3+C3 +1 3 1+C3 +3+C3+1 3 i +C3 +3+C3+1 3 1 +C3+4+C3 +1 3 EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS No 54.000 .1+C3+3+C3+1 3 1+C2 +2+C2+1 3 t +C3+3+C3 +1 3 1 +C3 +3+C3 +1 3 1+C3 +3+C3+1 3 1 +C4 +4+C4 +1 3 (SHOWN IN TABLE KEY ABOVE) -- 60.000 1+C3+3+C3+1 3 1 +C2 +2+C2+1 3 1+C4+3+C4 +1 3 1+C4+3+04 +1 4 t+C3 +3+C3+1 3 t+C4 +4+C4 +1 3 vFumaii AoodudCaot 63.000 1+C3 +3+C3+1 3 1+C2 +2+C2+1 3 1+C4 +3+C4 +1 3 1+C4 +3+C4 +1 4 1+C4 +3 +C4+1 3 1 +C5+4 +C5+1 3 25 314" MAX. 11t_IX00x 38.375 i+C2 +3+C2 +i 2 1+((7 +2+C2+1 2 1 +(:2+3+{ +1 2 1+C2 }3+02+1 3 1+C2 +3 +C2r1 2 i +C +4+62 +1 Z 1 1/2° TYP. I -'� -3" MIN. i 111 1 t J/ 1 �t �{ t eNAf 48.000 1 +C2+3+C2 +1 3 1+C2 +2+C2+1 3 1 +C3+3+C3+1 3 1+C3 +3+C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3+4 +C3+1 3 N� pN ...... 50.625 1 +C2 +3 +�+1 3 1 +C2+2+G2 +1 3 1 +C3+3+C3+1 3 1+C3+3+C3 +1 3 1+C3 +3 +C3 +i 3 1 +C3+4 +C3+1 3 REF. X O X '<� ' yIGE1vSF' 54.000 1+C3 +3+C3 +1 3 1 +C2+2 +C2 +1 3 1+C3+3+C3+1 3 1 +C3+3+C3 +1 3 1 +C3+3+C3 +1 3 1 +C4 +4 +C4 +1 3 "* :• No. 58705 63.000 1+C3 +3 +C2 +1 3 1+C2 +2+C2 +1 3 1+CA +3+C4 +1 3 1+C4 +3+C4 +1 4 1 +C3 +3+C3 +1 3 1+C4 +4 +C4 +1 3 MTG. RAIL, fiYP. 63.000 1 +C3+3+C3 +1 3 1+C2 +2+C2 +1 3 1 +C4 +3 +C4 +1 3 1+C4 +3+C4 +1 4 I+C4 +3+C4 +1 3 7 +C5+4+C5 +1 4 EXAMPLE CLUSTER W! QTY. OF (4) ANCHORS = •. z r � : �` R�erBjc Doter Rnd�i"nec a c*cbw Q STA E z JJ 1WI7111 E NOCH4AfGETlffSSHEET , '- �LORiOp`_•' : X070» c++NOLVCVOrws ANCHORAGE SPACING XOX 914- 1/2 -9/4 , tc` ''• . :l ft i D IG CAP TO BE TO +30FTNOTE NOxOa+1S. K 34275 P �sSjONAL ��G'' D;,c ALUM . HORIZONTAL ROLLER WINDOW, IMPACT �////it ► 1 t %%\ � FX . 4/16/07 C WMTE TABLE 4, SELECT VALUES DUE TO AAChVR CAP. ADJ PA. eox X329 16Z AF B; CbeeWd a Dour NmomfSS. FL 34274 V%ibbr Btu a d„ t aadr aa..r D>»�vv+eo. + A LYNN bl LLER. Pte. FX 2r18,4as .f..! J Ito NTS 8 91 4127 -10 E P-" ANCHOR QUANTITIES XOX 113- 1/3 -1/3 WINDOWS TABLE GLASS TYPES A.B.G.H GLASS TYPES C,D.E.F,I,J,K, L ANCHOR TYPE 2,3. WOOD 2. CONC 1, CONC 2,3, WOOD 2. CONC 1. CONC ZONES ZONES ZONES ZONES ZONES ZONES & SUBSTRATE WINDOW SIZE HEAD & SILL 2 HEAD & SILL I'V70) HEAD & SILL 2 HEAD & SILL 14mmo HEAD & SILL m HEAD & SILL w v 14 x38.375 1 +C2 +1+C2 +1 48.000 i +C2 +1 +C2 +1 50.625 1 +C2 +1 +C2 +1 60.OD0 1 +C2 +1+C2 +1 63.000 1 +C2+1 +C2 +1 53.125x 38.375 1+C2 +1 +C2 +1 48.000 1+C2 +1+C2 +1 50.625 1 +C2 +1+C2 +1 � 54.000 1+C2 +1 +C2+1' 60.000 1 +C2 +1 +C2 +1 63.000 1+C2 +1 +C2 +1 6D.000x 38.375 1+C2 +1 +C2 +1 48.000 1+(2 +1+C2 +1 50.625 1 +C2 +1 +C2 +1 54.000 1+C2+1 +C2 +1 60.000 i+C2 +1 +C2 +1 63 -WD 1+C2 +1+C2 +1 66.E x 38.375 1 +C2 +1+C2 +1 48.000 i +C2 +1 +C2 +1 50.625 1+C2+1 +C2 +1 54-ODD 1+C2+1+C2+lii 60.000 1+C2 +1+C2 +11 63.000 1+C2 +1+C2 +1:, 74.000 x 38.375 1 +C2 +1+C2 +1' 48.000 i +C2 +1+C2 +1 50.625 1 +C2 +1+C2 +1', 54.000 1+C2 +1+C2 +1'. 60.000 1+02 +1+C2 +1 63.000 i +C2 +1+C2 +1 84.000 x 38.375 1 +C2 +1 +C2 +1 46.000 1 +C2 +1+C2 +1 50.625 1 +C2 +1+C2+1 54 -000 1+C2 +1+02+1 60.000 1 +C2 +1+C2 +1 63.000 1 +C3+1+C3 +1 86.437 x 38.375 1 +C2 +1+C2 +1 48.000 1 +C2 +1+C2 +1 50.625 1 +C2 +1+C2 +1 54.000 1+C2 +1 +C2 +1 6D.OW 1+C:2 +1+C2 +1 63.000 1 +C3+1 +C3+1 DPW J.J_ 1QH7111 I E lAfOi 6W11 I D dw 4115107 1 C 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1+C2 +1 1+C2 +1+C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+C2 +1+C2 +1 1+C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1+C2 +1 +C2 +1 1+C2 +1+C2 +1 1 +C2 +1+C2 +1 1 +C2+1+C2 +1 1+(2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1+C2 +1 1 +C2 +1+{2 +1 1 +C2 +1 +C2 +1 i +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 +C2 +1 1+C2 +1+C2 +1 1+C2 +1+C2 +1 1+C2 +1+C2 +1 1 +C2 +1+C2 +1 1+C2 +1 +C2 +1 1+C2 +1+C2 +1 1+C2 +1 +C2 +1 1+02+1 +C2 +1 1+C2 +1 +C2 +1 i+C2+1 +C2 +1 1+C2 +1 +C2 +1 1+C2+1 +C2 +1 1+C2 +1+C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2+1+C2 +1 1 +C2 +1 +C2 +1 1+C2 +1+C2 +1 1+C2 +1+12+1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+C2 +1 +(2+1 1+C3 +1 +C3 +1 #+C2 +1+C2 +1 1 +C2 +1+C2 +1 1+C2 +1+C2 +1 1 +C3 +1 +C3+1 1+C3 +1 +C3+1 1+(2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C3 +1+C3 +1 1 +C3+1 +C3+1 1+C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2+1 +C2+1 1+C2 +1+C2 +1 1+C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1+C2 +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+C3 +1+C3+1 1+C2 +1+C2 +1 1 +C2 +1+C2+1 1 +C2 +1+C2 +1 1+C2 +1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+C2 +1+C2 +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+G2 +1 I +C2 +1+C2 +1 1 +C3+1+C3 +1 3 1 1+C2 +1+C2 +1 i +C3+1+C3 +1 3 i+C2 +1+02 +1 1 +C2 +1 +C2 +1 2 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+C2 +1 1 +C2 +1+C2+1 3 1 +C2 +1+C2 +1 1 +C3+1+C3+1 3 1+C2 +1+C2 +1 1 +C3 +1 +C3+1 3 i+C2 +1+C2 +1 1 +C2 +1 +C2+1 3 1+C2 +1+C2 +1 1 +C2 +1+C2 +1 3 1 +C2+1+C2 +1 1+C2 +1+(2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1+C2 +1 1 +C3+1+C3 +1 1 +C2 +1+C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C3 +1 +C3 +1 1+C3 +1+C3 +1 1 +C2+1+C2 +1 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A 5116° LAMI - (1/8- A..090, U8" A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5116" LAMI - (1/8" A,.090,1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5116" LAMI - (1/8" HS,.090.1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7116` LAMI - (3116" A,.090, 3116- A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI - (3/16" A,.090, 3116" HS) F. 7116" LAMI - G.13/16" LAMI IG - 1/8.OR 3/16" A (MIN.). 5116" OR 3/8' SPACE, 5/16" LAMI - (118" A,.090,1/8` A) H. 13/16" LAMI IG -1/8' OR 3116` A (MIN.), 5/16" OR 3/8' SPACE, 5116" LAMI- (1/8" A,.090,118' HS) 1. 13116" LAMI IG -118" OR 3/16' A ( MIN.), 5116" OR 318° SPACE, 5116" LAM! -(1/8- HS,.090,1/8" HS) J. 13/16` LAMI IG -118" OR 3/16" A (MIN.), 3116` OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.O90. 3/16° A) K. 131W LAMI IG -118" OR 3116" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3116" A, 090, 306" HS) L. 13/16" LAMI IG - 1/8.OR 3116' A (MIN.), 3/16- OR 1/4' SPACE, 7/16" LAMI -(3116- HS-M. 3116' HS) 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: 1+C2 +1+C2 +1 31 X O X i+C3 +1 +C3+1 31 ll+C3+1+C3+1 3 - " -ANCI IOR QUANTITY PER JAMB 1 +C3 +1+C3 +1 3 1 +C 3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +02+1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 1+C2 +1+C2 +1 3 ANCHOR AT EACH OPERABLE VENT 1+C3 +1+C3+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 1+C3 +1+C3 +1 3 (9) ANCHORS TOTAL AT HEAD AND SILL i +C3+1 +C3+1 3 (3- MIN. O.C. ANCHOR SPACING) 1+C3 +1+C3+1 1+C2+1+C2 +1 I +C3+1 +C3+1 1 +C3+1 +C3+ 1 +C3 +1 +C3+ 1 +C3 +1 +C3+1131I +C2 +1 +C2 +113 1 1 +(2+1 +C3+1 1 +C2 +1 +C2+1 4 1 +C3+1+C3+1 3 1 +C3+1+C3 +1 1+C2 +1+C2 +1 2 i+C2 +1 +C2 +1 21 1 +C2 +1+C2 +1 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 i +C2 +1+C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3+1 +C3+1 1 +C2 +1+C2 +1 3 1 +C.3+1 +C3+1 3 1 +C3 +1 +C3 +1 1 +C2 +1+C2 +1 3 1 +C3+1 +C3+1 3 1 +C3 +1+C3+1 WGE TM MEET CAP TO BE TEWERED 0 +30FTNOTE FnA7E TABLE 5, SM.ECT VALUES DUE TO ANCHOR CAP. Ai 1+C2 +1+C2 +1 1+{2 +1+C2 +1 1 +C2 +1+C2 +1 1 +C2 +1+C2 +1 1 +C3+1 +C3+1 1 +C3+1 +C3+1 i +C2 +1+C2 +1 1 +(3+14-(3 +1 1 +C2 +1 +C3 +1 i +C3+1+C3+1 1 +04+1 +C4 +1 1 +C4 +1+C4 +1 D TECHNOLOGY otavE NOKOtupS, FL 34275 PO.80X 1528 _.OMIS. R_ 34274 V&ib& ,$der 25 3/4" MAX. MIN. 9° REF_ X_ O X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX. 1 112" }--3" MIN. n 9" REF. X O X IL MTG. RA. TYP- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ■ ANCHORAGE SPACING, XOX 113 - 113 -113 Tax ALUM. HORIZONTAL ROLLER WINDOW, IMPACT re..Meac adc sn..e ass�oxa >"' twig NTS 9 d 11 4127 -TO F PRODUCT REVLSM "'aw4ft g with dw b od& II - xvI 11111111! `' Y LYNAI -'��r v10EMSF' . F� * ` No. 58705 ;gyp �'• srA 1 F •� 1V� 'ciORION. •-'GN'�'� S70NAL ' c: !till` A - LYNN Ml.UW P.E. P.E.tt 587115 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4- ELCO TAPCONS 2 - i/4- ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2• GLASS TYPES: p A 5/16' LAMI - (1/8" A,MW.1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5116' LAMI - (118" A, 090,1/8- HS) FT. GLASS TYPES G - L SHALL HAVE A C. 5116" LAMI - ( 1/8" HS,.090. V8- HS) TEMPERED f.G_ GLASS CAP_ BOTH THE DP AND D. 7/16" LAMI - (3116 - A,.090, 3116 - A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116' LAMI - (3116" A..090,3116- HS) F. 7/16" LAMI - (3116 - HS,.090, 3116- HS) - . -- G 1'31x6' 1 ALU4G- =- OR3/a& "-A{A+IM.�- 61'1 ' OR3/f SPACE; 3/16'-LAMI -- f'tt8" A;M,Iff A) H. 13116" LAMI IG - U8" OR 3116- A (MIN.), 5116- OR 3/8- SPACE, 5416" LAMI - (1(8- A,.090,1/8" HS) 1. 13116" LAMI IG -116" OR 3116" A (MIN.), 5/16' OR 31W SPACE, 5116- LAMI - (1/8" HS,.090. U8- HS) J. 13116" LAM1 IG - 1/8" OR 3(16- A (MIN.), 3116' OR 114" SPACE, 7116" LAMI - (3116 - A,.090, 311(" A) K. 13/18" LAMI IG- I/8" OR 3116 - A (MIN.), 3116" OR 1/4- SPACE, 7116" LAMI - (3/16 - A,_090, 3(16" ITS) L. 13116" LAMI !G -118" OR 3116- A (MIN.), 3116" OR 1/4- SPACE, 7/16- LAMI - (3116" HS-09D, 3116" HS) 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 8� SILL: 101(2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3l4" MAX. FROM CORNERS. JAMBS: 9" MAX- FROM CORNERS AND 221/2" MAX- O.C. TABLE KEY: p X 2 +C3+2 3 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) 18 314" MAK --•-j r --3° MIN. 7 REF. x PRODUCTREVLSED MTG.RAIL as complying iugwge►meFto�ida Acowt code EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS- n (SHOWN IN TABLE KEY ABOVE) �+a 18314" MAX i 1/2- TYP. 1--3- MIN. s► F r r r 1 �� p�Y 1'Y�� 9" REF. X p ``Q��- '� �cE►vs �' = No. 58705 MTG. RAIL _ EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS = -v :� ►3, - - -� ' ANCHORAGE SPACING, OX AND XO WINDOWS ' �.c� '•. STA F FLORtDN \ n"` � ASS i ALUM. HORIZONTAL ROLLER IMNDOW IMPACT '�, /QNAL E,•` a e� �..r was " HR710 NTS iii a i i 4127-10 E A. LYM Mf P_E. ANCHOR TYPE B, SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,LJ,K, L 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW St7f W V H cl -j J w S V) m < G1 w ,� Toff) to m g J 0 J T o�j U) m < J 6 J vs T .6 c* m < J J u) z fA m - < Q J t/) 'a (0 m 2 7 37 -000 x 38. 375 48.000 50.I 25 - 54.000 60.000 63.000 1 +C2+1 2 1 +C2+4 2 1+C2 +1 2 1 +C2+4 2 1+C2 +1 2 i +C2 +'1 2 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1+C2 +1 3 1 +C2 +1 3 4+C2+4, 4C3- _ 1. _ 3_, + + t 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+ i 3 i +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 i +C2 +1 3 1 +C2 +1 3 i +C3 +i 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 i +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+ 1 3 1 +C2+ 1 3 1+C3+1 3 1+C2+1 3 1 +C2+ 1 3 1 +C3+ 1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1+C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1+C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 i +C2 +1 3 1 +C3 +1 3 53.125 x 38.375 48.C� 50.625 54 -000 60.000 63.000 1+C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1+C2 ±1 3 9 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 i+C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +G3 +1 4 1 +C2 +1 3 1 +C3+1 3 i +C3 +1 4 1+C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50 -625 54.000 60.000 63.000 i +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2+2 2 1+C2 +1 3 t +C2 +1 3 2 +C3+2 3 1+C2 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +C3+1 3 1 +C2 +1 3 2 +C3+2 3 1+C3 +1 3 1 +C2+1 3 2 +C3+2 3 1+C3 +1 4 1+C2 +1 3 2 +C3+2 3 i +C3+1 4 1 +C2+1 3 2 +C3+2 3 1 +C3+1 4 1 +C3 +1 3 2+C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3+1 4 I+C3 +1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2+1 2 2 +C2+2 3 2+C2 +2 3 1 1 +C2+1 2 2+C2 +2 3 2+C2 +2 4 1+C2 +1 3 2 +C3+2 3 2 +C2 +2 4 i +C2 +1 3 2 +C3+2 3 2 +C3+2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 4 1+C2 +1 3 2 +C3+2 3 2 +C3+2 4 1 +C2 +1 3 2 +C3+2 4 2 +C3+2 4 1+C2 +1 3 2 +C3+2 4 2 +C3+2 4 1 +C3 +1 3 2+C4 +2 4 2 +C3+2 4 1 +C3+1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3+2 4 1 +C3+1 3 2+C4 +2 4 74.400 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2+2 3 2 +C2+2 2 2 +C2+2 3 2 +C2 +2 3- 2 +C2 +2 2- 2 +C2 +2 3 2 +C3+2 4 2+C2 +2 3 2 +C3+2 4 2 +C3 +2 4 2 +C2 +2 3 2+C3+2 12+C3+2 4 2 +C3+2 4 2 +C2 +2 3 2 +C3+2 4 2 +C3+2 4 2 +C2 +2 3 4 2 +C3+2 4 2 +C3+2 3 2 +C4 +2 12+C4+2 4 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3+2 4 1 +C3+1 3 2 +C4 +2 4 2 +C3 +2 5 2 +C3+2 3 2+C4 +2 4 2 +C3+2 4 1 +C3 +1 3 4 2 +C4 +2 5 2 +C3 +2 4 2 +C4 +2 5 �- J-L 1WI7111 E NO CHANGE TIRS SNEET 140KOMIS, P.o. NOKOW6, K sox ,52e R 34275 34274 � JA &2w1 Rerora D ADDED IG CAP ro BE TaW&ZED @ +30FT NOTE E FJC a/1�ro7 c c mLrABLE ro 8 SELECT yACCIES DUE TOANCNOR CAP. vubb Danme,�c F.K. &wc 21ISW I J, 1. DOfc 3f2" MIN. 3.4 KSI CONCRETE lX WOOD BUCK, NOTE 3 1 314" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 ' NOTE 1 CONCRETE ANCHOR, NOTE 1 DETAIL A q-T MAX..... SHIM WOOD ANCHOR, NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 114" MAX- I 1348' MIN. WOOD ANCHOR, NOTE 2 2x WOOD BUCK NOTE 3 -J DETAIL E CONCRETE ANCHOR, NOTE 1 NOTES: 1. FOR CONCRETE APPLICATIONS W MIAMI -DADS COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED 114' ELCO 1 318" TAPCONS EMBEDED 1318" MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 13/4" MIN.. MINIMUM DISTANCE FROM MIN- ANCHOR TO CONCRETE EDGE IS 1 314'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 114* THAN 1 112 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. OODI }JQ(�$- gEp}CTEg-�-2x-p}:tE--I-T12'THIt KIOR RG ATEF INSTALLATION TO THE SUBSTRATE OF WOOD SHIM 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 6063 -T5 AND A MINIMUM OF U8" 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 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1 /4' MAX. SHIM 1 -1 MIN. I (1.5 KSI CMU) OR PER NOTE 1 < (3A KSI CONCRETE) CONCRETE ANCHOR, NOTE 1 134 EXTERIOR INTERIOR MW_ E D (H & SILL DETAILS A, B. C, D, & H) 1x WOOD BUCK, NOTE 3 -J DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS MIN. 3.4 KSI CONCRETE 114" LIMAX. SH1M ••NO 1 1 314" MIN. E.D. TYP. DETAIL C 2x WOOD BUCK, NOTE 3 r i r TYPICAL FLANGE FRAME SILL SECTIONS J..i[ - I IW7111 I E I NO CHANGE MS SWET J.R. 6=14 I b NO aWJGE n-fiS &4EF7 ox r SE NO 1 & 2 F. K 411507 C 1.F_ FR4MF- CHG. NC mmw onbc arohoo tbtK FX 2OaW J.J. 3123!08 W� SEE NAILINI INTERIOR (JAMB DETAILS E. F & 1) EXTERIOR lu WOOD ANCHOR, NOTE 2 SEE NAILING DETAIL H (HEAD) NAILING .131 DiA MIN. x 2112' NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G. H & 1. DETAIL G (SILL) 0 OKOWS, FL 34 275 NQKOims. � a�75 P.Q. BOX 1529 — G NOKO1d15, FL 34274 "Vibly Better DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS orm AN"CHORAGF DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT w10 { Half { 11 d 11 { 4127 -10 { E P9bODUCTRavism as cooVlyiM vdffi the Flosi& Acc 130 t � Zo ow ami ede Proo 1%1111111 LYNN ` ���• ' �GENSF'•• F,p �� * No. 58705 * ' • �TAV E1 .`. O � A LYNN WttjE Z, P.E. P.E # 56705 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S} 1. GLAZING OPTIONS. A. 7/16' LAIIA CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3416' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTAC]TE OR SAFLEXIKEEPSAFE MAXIMUM B. 7116" LAM[ CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTAC]TE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/16' LAM] CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116` HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 716' LAMI CONSISTING OF (2) LIMS OF 3116' HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER E. 718' LAMI I.G. CONSISTING OF (1) LIM OF 3116" TEMPERED GLASS OUTSIDE, 11C AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3116" A,.090 PVB, 316' HS). F 718' LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 114' AIR SPACE AND (1) me- LAM] GLASS ASSEMBLY INSIDE (3116" HS,.Ogo PVB, 3/16- HS). G. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE, 114- AIR SPACE AND (1) 7116" LAW GLASS ASSEMBLY INSIDE (3/16 A,.075 VANCEVA, 3116' HS} H. JK LAMI I.G. CONSISTING OF (1) LRE OF 3116' TEMPERED GLASS OUTSIDE, 114 AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE (3116" HS,.075 VANCEVA. 3116' HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300402. 3. CONFIGURATIONS: X O XO. OX )Q XXO. OXX, OXO, X*M XXXO. O� OR OXXO WHERE O REPRESENTS EITHER THE NARROWWJAMB OR FULL JAMB SIDE LIM ANY TWO ADJACENT X UNITS CAN 13E EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW -RISE SILL THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE Xa XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4.� RAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTna'tS ARE NOT REQUIRED. B_ SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AEA EXTERIOR Willi i CONTRACTOR'S SEALANT. T. REFERENCES: TEST REPORTS: FTL -4311, FTL4312. FiL -4315. FTL -4527, FTL -4528, FTL- 4529, FTL -4530, F71-4921 AND FTL -5941. ® ANSVAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL B. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). I�llu'wpm . -w °.a .; . j_t =�Mj F T MC201000DE014W,E ftm W. F.K LT. 418ro5 rOTECMVOLOGYDPJW AVOMg49S. FL $4275 P.O. Bm 1628 AM0Wfi0§, FL 34274 GENERAL NOTES AND DRAWING MAP TOW ALUM. FRENCH BOOR & SIDE LITES, IMPACT FW50 1 d 12 1 BODO -11 I E NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ........ 1 CONFIGURATIONS . » »_.».1 GLAZING DETAILS——. 2 DESIGN PRESSURES.— 3 ELEVAT)ONS.­....._._... 4 VERT. SECTIONS.---.--. 5 HORIZ. SECTIONS __ » »_. 6 PARTS ANCHORAGE..._........__ ». 10-1: i "it1ttiflit" jc y tr _ ayz"olfll ril OF FLOR��4''��: A LYU4 UNh. aL POE FL P.E.# 58705 rx 7116' NOM. - 3116" ANNEALED OR HEAT STRENGTHENED GLASS _ .090' DUPONT SUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED GLASS 91 OR 92 .i EXTERIOR L 518" GLASS BITE INTERIOR GLAZING DETAIL BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER EXTERIOR 7116" NOM. - 31W ANNEALED OR HEAT STRENGTHENED. GLASS -.075* VANCEVA INTERLAYER —3116" HEAT STRENGTHENED GLASS 93 OR 94 90 105 W GLASS F1 I SITE ]INTERIOR . GLAZING DETAIL �- SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3110° TEMPERED GLASS AIR SPACE 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090' DUPONT BUTACITE OR SAFLEXI KEEPSAFE MAXIRAUM PVB INTERLAYER 3116" HEAT STRENGTHENED GLASS 518" GLASS BITE GLAZING DETAIL `— SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER ..a— rwvsrnasr�7 LT �lJ&05 1 718" NOM. 3116" TEMPERED GLASS AIR SPACE 3115" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA RVTERLAYER 3116" HEAT STRENGTHENED GLASS .c !` • - -1 145 518"Gu BITE INTERIOR GLAZING DETAIL � SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER po TEG7OM06YOMF GLAZING DETAILS NOWWFL 3aM law pa , ALUM. FRENCH DOOR & SIDE WES, IMPACT NO1COA� R ssv< s d."+wa�r � BPI.* t�,ri«k ,rx FD7so FUq 2 r 12 8000 -11 E tI 111111, +LYNN AfIt LU- Lu _ * No.5g705 T"la ' z, i O ,,:cSON SIAL A. LYISi�f{DGA!' �, P.E. FL P.E.# 58705 Table 1. Maximum Design Pressures (psfl Configuration Width (in) Allowed Class Types Height (in) 79 314" (65 83 3I4" (70) 87 3f C 91314" 95 3hr (80) French X � AE +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +-bT -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 - 100.0 +100.0 -100.0 +100.0 -100.0 Door M 71 314" (60) A, r: +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 1 +100.0 -100.0 1 +100.0 j -100.0 1 +1o0.0 -100.0 1 +100.0 -100.0 Full Jamb - 361111E A, E +70.0 -80.0 +70.0 -50.0 +70.0 -80.0 +70.0- -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100 -0 +100.0 -100.0 +100.0 -100.0 +100.0 7100.0 Sidelite Narrow .lamb 3011/15' C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 4p0.0 3311/16m C,G +100.0 -100.0 +100 -0 -100.0 +100 -0 -100.0 +100.0 -100.0 +97.4 -97.4 3611116 A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -60.0 +70.0 �-00.0 C,G +100.0 -100.0 +99.9 +99.9 +95.3 --Z.3 +91.4 -91.4 +87.9 -87.9 DH +100.0 - 100.0 +100.0 -100.0 +100.0 1 -100.0 +100.0 1 -100.0 1 +100.0 -100.0 1 -able 1 a. I - ! /7ti LAMI (df1 A,.U9U VV6. WW -ti5) F FL -4311, 4312, 431 B - 7/16" LAMI (3/150HS,.090 PVB. 3J4fi"HS) UPGRADE FTL -4311, 4312, 431 C - 7/16" LAMI (3/1fi A,.075 VANCEVA, 3/16 NHS) FTL 45L7, 4M. 4M. , D - 7116" LAMI (3/15'HS,.075 VANCEVA, 3115'HS) UPGRADE FTL4527, 4528, 4529, E - 7/8" LAMI LG. (3116"7. 1W Aft SPACE, 3116"A,.090 PVC, 3/16-HS) FTL- 4311.4312, 431 F - 7/8" LAMI I.G. (3116"-, 114" AIR SPACE, 3115'HS,.090 PVB, 3116-HS) UPGRADE F L-4311, 4312, 431 G - 718" LAM1 I.G. (3/16"T, 1/4" AIR SPACE, 3/15'A,.075 VANCEVA, 3116"HS) FTL4527, 4528, 4529, H - 7/8" LAMI I.G. (3115'7, 1I4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3f16-HS) UPGRADE F7L -4527, 4528, 4529, 1 TOASWE 130aW 1- M'- i_ MOM 1­0 jh0CUVJ=rM56HEEr I F07ECNWLQOrDMW MMCOMA FL 34M P.Q. &W 1529 MWOMrt FL 34274 DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE FD7W I NTS 1 3 d 12 OVERHANG � LENGTH OVERHANG � HEIGHT 0 L I a NOTES 1. FUSING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 1:4 THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH {SEE DIAGRAM] IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +50A PSF FOR ALL STYLES AND SUES OF THE DOOR AND ANY ADJOINING SIDEUTES. (REF FTL -Wi) IMPACT 8000-11 1 E �aL � • * No. 58705 O STAit E F •- SIONAL ti..�. A- Li1W' lALLtA, P.E FL P.E.# 58705 7313/16' MAX. WIDTH 95 314' MAX ALL 79 1/w MAX. DLO ALL QXo OR X0 37" MAX. WIDTH � 2y5"MwAX'ALL DLO , . X UNITS X 110 SW MAX. WIDTH OXO �71 3t4" MAX. WNM� w- NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. 3611116° MAX WIDTH 1 25° O (FULL JAMB) 3611116". MAX WIDTH 33 Mr Aax frd n O (NARROW JAMB) Cwagotss " EXAMPLE ELEVATIONS camm moo aarr�ve E cnvo[i yma% r SOKOW fX34M arm ww ou" '° a °` NOC K40MM IMSIMET �A 6M 1529 ALUM. FRENCH DOOR & SIDE LITES, IMPACT ow ACKOAR4 FL 3C 74 •.+.�wa.c arc ae..c as.ao+re- A.e 9z/23VCJ4 LT 4/6tW FD750 "* 4 d 12 8000 -11 E ill"Itl LYNN * No. 58705 * ' STATE OF A. L; Nk MILLK P.E. FL P.E.# 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD 61 VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION B OUTSWING HEAD 6) 1 �4OR7 g GINAL VERSION TOP RAIL & (F� ALTERNATE VERSION TOP RAIL- hll�: : 7 T llMF: oil= zq F21 I, u I .�i 1 7 VERTICAL SECTION D OUTSWING SILL .�.....,v.� o. ,�..,R.�...,.�..���,�,..�...�.R . VERTICRl. SEC77ONS AWWWWRWXU Imo ri= a�roJ.nc�rcr� _ hoa Dw� Nom, Isr��s ALUM. FRENCH DOOR & o�rs�m a P.a � t� xxc si 3074 _ ?31Y4 LT. 5 -12 tt"iti991f�.`I� R8t!t.� ti Q -0- ti <c sSs sd. Code AeeM�iI memo -1 O • to LiitJtlJ LYNN OCENSF * " No. 58705 to is Ij strn-rE�A . �Slu 7ES, IMPACT '�,S70NAL tE.•``�� A LY IJ � �R. P.E. 8000 -11 E FL P.E.# 58M UAAU t1UKILUN I AL 6EG i ION SHOWING (1) OF EACH SIDE LITE TYPE � F.K �i JR IGWds j.R NAKKUW JAM13 SIUL L! I L (AT HINGE JAMB) wrow lOrrrtaat �� IM34M J L.T. stops arfEET HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) SIDE LITE JAMB SIDE LITE ,oro7MMOLOGY MUM HORIZONTAL SECTION DETAILS momm PL 3=5 Mft 15" ALUM. FRENCH DOOR & SIDE LITES, IMPACT AMOM FL . wxwt aa.k wwe * r FW50 1I2 a� d 12 ��80U0-t1 E Al 140''" • - G1 t o t, OF SIX o A. LYNUIJILLg P.E. FL P.E.# 58705 3 r • A Al 17 L i w - � M y - .S � • 11 V V iS • 1 - � L i i Y ! • - 11 i Il r � Y • .4 Z A A p }M �f M M �`) /V 1'1 f�f M �G 10 ♦ 10 A �0 !�` N f'1 M V M1 00 SS 00 W OI GI K O� i/� G� 01 }r 1�. 3 r • A Al 1, 17 L i w - � M y - .S � • 11 V V iS • 1 - � L i i Y ! • - 11 i Il r � Y • 1, .062 1.0004 3 4 #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL 3.018 A50 #8009 6063 -T5 INSTALL PLATE I-+-- w� 2.236 .050 -4.027 .583 _ j 'r• 3.636 -- ---� '�""� 1.353 1.033 050 T vv� O#8003A 6063 -T6 � #8004C 6063 -T5 A OUT-SWING SILL OS SILL COVER #8056 6063 -T6 OUT -SWING LOW SILL 1.938 .100 . i+ 8.250 f #8013 6063 -T6 BOTTOM RAIL 9.938 .100 • 8.250 ! T fit #8012 6063 -T6 STILE .075 1.938 4.434 #8014 6063 -T5 TOP RAIL .075 1.938 1-. 4.434 --�-� �i� #8417 6063 -T5 TOP SWEEP #8016 6063 -T5 BOTTOM SWEEP #8013A 6063 -T6 #8014A 6063 -T5 #80156063 -T6 BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL 1.160 311 040 6 #8007 6063 -T6 SCREW COVER .075 27 #8021 B 6063 -T6 GEAR HINGE, JAMB ..ass 61 #8028 6063 -T5 SL HEAD TRIM .oa5 .442 985 742 .353 472 28 #8020A 6063 -T6 GEAR HINGE, COVER Lr—&775 .325 .125T -050 #8056.6063 -T4 SUBSILL•, OPTIONAL 1.169 .� 445 #8022 6063 -T5 � #8026A 6063-T5 BACKBEAD SL BACKBEAD CH4MM iws SHEET LT. ! 4AM .142 + �i.8i2� —T .301 .075 t ( 1.000 Fr--- 1.783 — ' �-- -2.438 --- .IOU 29 #8018 6063 -T5 #8019A 6063 -T6 37 #8039 6063 -T6 HINGE, BACK -UP GEAR HINGE, DOOR TRUSS CLAMP I JA k. 0 #aoao sons -Ts NARROW SL JAMB 750 .045 .818 r - .437 .957 #6023A 6063 -T5 6063 -T5 (9 7116" BEAD @#8024A I.G. BEAD .12 O#80338 6105 -T5 O FD ASS'Y BEAM �-- 2313 —►� .050 fit #8029 6063 -T5 SL JAMB TRIM EXTRUSION PROFILES ixw ALUM. FRENCH DOOR & SIDE UTES. IMPACT FDra 1 112 1 9 -12 8000 -11 1 E 9 %tiiri +r "L* LYNN JyJj�L,�''i, = * No 56705 _ 8 to �N- A L ii P.E. FL P.E-# 58705 ASS HT. QTY. 953/4--(S) 9134` - (5) 87 3/4- - (5) 83314' -(5) 11' 18.500` MAX. Q.C. DETAi,. A (CONCRETE) (SINS PANEL) I° NCHOR TYPES: 1 OR 2 B, DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2OR3 ANCHORAGE SPACING REQUIREMENTS: ®TYP HEAD 8 SIL ANCHOR CLUSTER (TYPICAL) JAMB 6K"ORS HT. QTY. 95314--(5) 91 V4- - (5) 87 3/4" - (5) 83 314' - (5)- 79 314' - (5) A DElAtL C (CONCRETE) (2 OR MORE PANED) ANCHOR TYPES: 1 OR 2 1 t" .-I 18.500" MAX. O.C. 11" L SEE NOTE 5 REGARDING OF ENCIRCLED ANCHOR LOCATIONS 3" RAIN. ATYP- A (2) EQ. SP. TYP. 0 HEAD 8 SILL ANCHOR CLUSTER (TYPICAL) A (3) ECL SP. 1 1 ANCHORS HT. QTY. 95 34- - (8) 91 3/4" - (8) 87 314" - (8) 83 34' -(7) 79 314- - (7) A DEi'A L D {WOOD} (2 OR MORE PANELS ANCHOR TYPES: 2OR3 1. DETAILS A AND 8 ABOVE- REPRESENT ANCHORING OF SINGLE X DOORS. OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REP11ESENT ANCHORING OF ANY MBXTURE OF DOUBLE XX DOORS, SINGLE X DOORS. NARROW JAMB OR FULL JAMB SIDE LITE PANELS. FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES. 1 -114" ELCO ULTRACON 2 AW E.CO SS4 CRETE4UD( 3 - #12 STEEL SCREW (G5) CONCRETE SUBSTRATE USE TYPE 1 AT 1318" MIN. EMBEDMENT OR TYPE 2 AT 1 314' EMBEDMENT: 13/4" MW. EDGE DISTANCE FOR BOT)i WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURAT OW: (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SIU- ....6" MAX FROM FRAME CORNERS. JAMBS-----.—.l 1* MAX FROM FRAME COR4ERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.511" MAX. O.C. WOOD SUBSTRATE {DETAIL B}. 4. TWO 2E MORE PANEL CONFIGURATIONS: (DETAIL C. CONCRETE SUBSTRATE) HEAD AND SILL... -.6` MAX FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM ANDJOR ASTRAGAL LOCATIONS (CLUSTER OF 4� .LAMBS - «71" MAX FROM FRAME CORNERS AND 18.500` MAX O.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D. WOOD SUBSTRATE) HEAD AND SILL-0 MAX FROM FRAME CORNERS, AND AT 37.6% 9' AND 12' MAX ON EACH SIDE OF ASSEMBLY BEAM ANDJOR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 314° JAMBS .....................11" MAX FROM FRAME CORNERS AND 10.571' MAX. O.C. "'u° 10.571` ' "E��0°""'D 1WW Z 3&A MAX O.C. jAMB �A ANCHORS HT. QTY. 953/4--(S) 9134- - (8) 7 87 314- - (s) " c 'rAPO nr ra lXMWM : 83314 -(7) 79 314' - (7) 11" B, DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2OR3 ANCHORAGE SPACING REQUIREMENTS: ®TYP HEAD 8 SIL ANCHOR CLUSTER (TYPICAL) JAMB 6K"ORS HT. QTY. 95314--(5) 91 V4- - (5) 87 3/4" - (5) 83 314' - (5)- 79 314' - (5) A DElAtL C (CONCRETE) (2 OR MORE PANED) ANCHOR TYPES: 1 OR 2 1 t" .-I 18.500" MAX. O.C. 11" L SEE NOTE 5 REGARDING OF ENCIRCLED ANCHOR LOCATIONS 3" RAIN. ATYP- A (2) EQ. SP. TYP. 0 HEAD 8 SILL ANCHOR CLUSTER (TYPICAL) A (3) ECL SP. 1 1 ANCHORS HT. QTY. 95 34- - (8) 91 3/4" - (8) 87 314" - (8) 83 34' -(7) 79 314- - (7) A DEi'A L D {WOOD} (2 OR MORE PANELS ANCHOR TYPES: 2OR3 1. DETAILS A AND 8 ABOVE- REPRESENT ANCHORING OF SINGLE X DOORS. OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REP11ESENT ANCHORING OF ANY MBXTURE OF DOUBLE XX DOORS, SINGLE X DOORS. NARROW JAMB OR FULL JAMB SIDE LITE PANELS. FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES. 1 -114" ELCO ULTRACON 2 AW E.CO SS4 CRETE4UD( 3 - #12 STEEL SCREW (G5) CONCRETE SUBSTRATE USE TYPE 1 AT 1318" MIN. EMBEDMENT OR TYPE 2 AT 1 314' EMBEDMENT: 13/4" MW. EDGE DISTANCE FOR BOT)i WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURAT OW: (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SIU- ....6" MAX FROM FRAME CORNERS. JAMBS-----.—.l 1* MAX FROM FRAME COR4ERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.511" MAX. O.C. WOOD SUBSTRATE {DETAIL B}. 4. TWO 2E MORE PANEL CONFIGURATIONS: (DETAIL C. CONCRETE SUBSTRATE) HEAD AND SILL... -.6` MAX FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM ANDJOR ASTRAGAL LOCATIONS (CLUSTER OF 4� .LAMBS - «71" MAX FROM FRAME CORNERS AND 18.500` MAX O.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D. WOOD SUBSTRATE) HEAD AND SILL-0 MAX FROM FRAME CORNERS, AND AT 37.6% 9' AND 12' MAX ON EACH SIDE OF ASSEMBLY BEAM ANDJOR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 314° JAMBS .....................11" MAX FROM FRAME CORNERS AND 10.571' MAX. O.C. "'u° 8 ' "E��0°""'D 1WW Z 3&A IM EC AFOLOGY W ANCHORAGE SPACING fb hb ALUM FRENCH DOOR & SIDE MES, MPACT v�W �' "` c 'rAPO nr ra lXMWM : PA 152P A OPODAGS, FL 34274 ® ie o.dc s.:�.x e.t am* 4 L7: 4/814 5 Fn7W �J4 10 a 12 80tm -1f E I& 11" 10.571" MAX -AA 11" :w ` Alitllt►l ONE. VNCH ,. . � ��•�� * N0.58705 STATE OF kf- v.) k LYidItlrliA)����R, P_E. FL P.E.# 58705 A CONCRETE ANCHOR 1W MAX (NOTE 1) GROUT. NOTE 5 t. °3.41CS#!N CONCRETE CONCRETE ANCHOR 1/4' MAX. SEE NOTE 1 GROUT, SEE—i _ NOTE 5 --EMBED SEE NOTE 1 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) M EMBED. SEE CC►I!tCRETE s ' NOTE 1 OPTIONAL SIDE LITE SILL (SUBSILL TO CONCRETE) 1/4- MAX. GROUT SEE NOTE 5 1 318` ' MIN. TYPICAL SIDE LITE SILL (DIRECT TO WOOD) <DEXTERJOR INTERIOR (� (AU. WAD s sell SECTIONS) t5 CONCRETE ANCHOR SEE NOTE 1 �: mot' � « °+ �� �, • , 1/4' MAX_ GROUT SEE NOTE 5 1 MW. 4 ,7J EI�3►Tn OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) r� A TYPICAL DOOR & SIDE LITE HEAD MOTES: I. FOR CONCRETE APPLICATIONS IN MtAMvnADE COMM, USE ONLY MKMW)ADE COUNTY APPROVED ELCO 114- ULTRACONS OR 114 - SS4 CRETE4:LEX MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314'. MIN. EMBEDMENT- 114' ULTRACON - 1318°, 1/4° SS4 CRETE4UX - 1314'. L FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 114" SS4 CRETE -FLEX -1 3/8` MIN. EMBEDMENT FOR EITHER L WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2* THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLD CONCRETE WOOD BUCKS AUTHORITY HAVING JURISDICTION (AH.I)_ DEPLORED AS 2x ARE 1 1/2" THICK OR GREATER �iSTAL1ATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 4. FOR ATTACHMENT TO ALUF#t THE MAT'L SHALL BE A MCI. STRENGTH OF 6063 -T5 AND A MIN. OF 1/8" THICK- THE ALJ1M. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL. ENGAGEMENT INTO THE ALUM- IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON- SHRINK, NON.- METALUC GROUT, 3gt?i} PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE "d owx i - - sd'x m- wrw=o"commvm 1070 nZHNOCOO'YDRW ANCHORAGE VETAILS M Gomm c AWM=eUTEAU V rAC Rt6RQV=WWrM S. 000XVW FL 3W5 R oIro o - 'W %f NZ+00jr P.Q. a= 15" ALUM. FRENCH DOOR & SIDE LITES, IMPACT F. 12M M LET. nroxo Ft •t FD7sv 114 11 -12 8(7x0 -11 E `��•� otyY LYNty ,�` i Q�� L10EN3F el t15 11 i *: NO-58705 �� A I. rvto STATE OF Z --/ "O VAL a LYL�I(I�A4lI��, P.E. FL P.E.# 58705 4 . EMBED _ SEE - 3. -EMBED. MAX NOTE 1 SEE N NOTE 1 SHAH 1 X WOOD 114` SEE NOTE 3 M X. SHIM t5 CONCRETE ANCHOR SEE NOTE 1 �: mot' � « °+ �� �, • , 1/4' MAX_ GROUT SEE NOTE 5 1 MW. 4 ,7J EI�3►Tn OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) r� A TYPICAL DOOR & SIDE LITE HEAD MOTES: I. FOR CONCRETE APPLICATIONS IN MtAMvnADE COMM, USE ONLY MKMW)ADE COUNTY APPROVED ELCO 114- ULTRACONS OR 114 - SS4 CRETE4:LEX MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314'. MIN. EMBEDMENT- 114' ULTRACON - 1318°, 1/4° SS4 CRETE4UX - 1314'. L FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 114" SS4 CRETE -FLEX -1 3/8` MIN. EMBEDMENT FOR EITHER L WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2* THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLD CONCRETE WOOD BUCKS AUTHORITY HAVING JURISDICTION (AH.I)_ DEPLORED AS 2x ARE 1 1/2" THICK OR GREATER �iSTAL1ATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 4. FOR ATTACHMENT TO ALUF#t THE MAT'L SHALL BE A MCI. STRENGTH OF 6063 -T5 AND A MIN. OF 1/8" THICK- THE ALJ1M. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL. ENGAGEMENT INTO THE ALUM- IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON- SHRINK, NON.- METALUC GROUT, 3gt?i} PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE "d owx i - - sd'x m- wrw=o"commvm 1070 nZHNOCOO'YDRW ANCHORAGE VETAILS M Gomm c AWM=eUTEAU V rAC Rt6RQV=WWrM S. 000XVW FL 3W5 R oIro o - 'W %f NZ+00jr P.Q. a= 15" ALUM. FRENCH DOOR & SIDE LITES, IMPACT F. 12M M LET. nroxo Ft •t FD7sv 114 11 -12 8(7x0 -11 E `��•� otyY LYNty ,�` i Q�� L10EN3F el t15 11 i *: NO-58705 �� A I. rvto STATE OF Z --/ "O VAL a LYL�I(I�A4lI��, P.E. FL P.E.# 58705 i EXTERIOR INTERIOR A (ALL SILL SECMNS) CONCRETE OPTIONAL ANCHOR. SEE NOTE 1, 84 CONCRETE SHEET 11 - A ANCHOR A SEE NOTE 1. 1/4" MAX. 1/4" MAX. SHEET 11 - GROUT. �� GROUT. SEE NOTE SEE NOTE 5. 5, SHEET 11 - SHEET 11 0. mn -3.4 KS!lllN, smNo SET 11 TYPICAL DOOR SILL OPTIONAL DQOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) zi�� INTERIOR (ALL JAMB SECTIONS) EXTERIOR ��. NOTE 1, 3.4 KS! MIN. .L 114" MAX. SHIM ---j �- WOOD ANCHOR 114' MAX. T 1 GROUT ® SEE NOTE 5, SHEET 11 MIN. 2 nP SEE SEE 1. SHEEt I 2 0 V4' MAX. GROUT, NOTE 5. SHEET 11 2x WO�Of D,= _ 1 :SHEET EE NOTE 3,_ Mid S NOTE 3._ SHEET 11- 1 i -- TYPICAL DOOR SILL (DIRECT TO WOOD) A EMSED. SEE COIqcA;tETE NOTE 1, A AI SHEET ! SEE NOTE 1. CONCRETE ANCHOP, loin :�;•, • ' SEE NOTE', ® SHEET 11 3.4 KS! M1N. -' -t� CONCRETE -`:~ OR i.5 KSI : =- 2 MIN. CMU" yS`- ix WOOD, SEE NOTE 3, _ SHEET 11 � � = • '' 114" MAX. SHIM--4 �-- TYPICAL DOOR & SIDE LITE JAMB 2x WOOD, SEE NOTE 3, SHEET 11 OPTIONAL DOOR SILL (SUBSILL Ti O WOOD) 1/4" MAX SHIM --- 4 ""K WWW - -- 0 10MTFCNV LOGY ANCHORAGE DETA s bw - cG OiE R FL 34S air D Noct"Namimoa r P.O.eox :aza ALUM. FRENCH DOOR & S1DE MES, {MPACT rr f2l23�a►4 LT. MWR3errs � %4 12 r f2 ��BivD -11 E ,►11+1,, .t LYNN �i ''•,� ilcECVSF R� * ' No. W705 STATE OF I - ,s�1/`0NAL �1 � :% A. LYNN M t }2, P.E FL P.E.# 58705 A mitt SEE NOTE SHEET 11 1/4" MAX SHIM --- 4 ""K WWW - -- 0 10MTFCNV LOGY ANCHORAGE DETA s bw - cG OiE R FL 34S air D Noct"Namimoa r P.O.eox :aza ALUM. FRENCH DOOR & S1DE MES, {MPACT rr f2l23�a►4 LT. MWR3errs � %4 12 r f2 ��BivD -11 E ,►11+1,, .t LYNN �i ''•,� ilcECVSF R� * ' No. W705 STATE OF I - ,s�1/`0NAL �1 � :% A. LYNN M t }2, P.E FL P.E.# 58705 M1AMMDE MIAMI —DADE COUNTY, FLORIDA i PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26'a Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.minrnidade ov/ era! 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 and accepted by Miami —Dade County PERA- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and /or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. i)ESCRIPTION: Series uSH 700" Aluminum Single )clung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact'; sheets I through 1 i of I I dated 09/0112005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: ! Miami --Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of t4is 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, u 'pe, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for gales, 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. ADVERTISEWNT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114405.10 and consists of this page 1, evidence pages E -1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. WONMtAMatsN Ct3ut�nr NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 through I1 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 --94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. "(Submitted under previous NOA No.07 -0322.06) 2. 'Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test ;Reports No.'s FT11,4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 0 7-0322.06) 3. ;Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test ;Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTI. -4723, dated 10105 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) Ja me D. Casco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 E -1 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Deports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202, -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 --94 along with marked -tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Fdmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) C. CALCULATIONS ! 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 --04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco z, P. E. Product Control Section Supervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2616 E--2 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC- -2007 and FBC 2010, dated October 07, 2011, -signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FT"957, FTL -4958, FTL -5063, FTL -4645, FTL -4649, FirL 74723, FTL -4947, FTL -4650, FTL --4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmi►ndo Largaespada, P. E. (Submitted under previous NOA No. 07- 4322.06 and 05- 1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "S.111-700 Aluminum Single Hung Window - L.M.L ", approved on 04/21/2011 and expiring on 03/23/2016. r Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date; March 26, 2016 E -3 Approval Date; November 03, 2011 t MIAMP MIAMI --DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26t' Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade uoybera/ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami- -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION' : Series 11HR- -710" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 1 I of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries,: Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant, LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL ofthis 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 iexpiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION::" A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E -1, E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI-gADECOUNTY �'� NOA No. 11-1114.04 ' "' • • ^ g 1Z Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02101/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07- 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202 -94 and per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202 -94 and per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0403.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11- 1114.04 Expiration Date: December 21, 2016 E -1 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaclte® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their `'Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. setter of Adoption of as his Own, the Work of another Engineer per Section 1 G 15 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC - ;007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL- -5330, issued by Fenestration Vesting Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 E -2 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL -4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No, 114630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I. ", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -3 MIAMI•DIADE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 3I5 -2599 NOTICE OF ACCEPTANCE (NOA) www.niianiidade.8ov /perm 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 and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series IWD -750" Outswing Aluminum French Door w /Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "AIum. French Door & Side Lites, Impact ", sheets l through 12 of 12, dated 12/23/04, with revision E dated 10112 /11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the. Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there 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 Qr process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 1028.10 and consists of this page 1 and evidence pages E -1, E-2, and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 11- 1013.24 Expiration Date: February 24, 2015 rt�artNOgna coul�rnr Approval Date: November 24, 2011 Page i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact ", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS - 1. Test. reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA # 09- 1028.10) 2. Test reports on: . I) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. (Submitted under NOA # 091028.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4528, dated 02/14/05, signed and sealed by Edmu do Largae , P. E. (Submitted under NOA #.05- 0419.03) M nuel ere P.E. Product CoutrokXj#biner NOA No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E -1 - PGT Industries NOTICE OF ACCEPTANCE :. EVIDENCE SUBMITTED B. TESTS (coNTINuED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02/1.4/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outsw* ing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) an el Perez, P.E. Prod Vk trot Examiner No 11 - 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E -2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC -2010 on 10 /11 /11, signed and sealed by A. Lynn Miller, P.E. 2. ' Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10=0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11A 1. 2. Notice of Acceptance No. 09- 0223.05 issued to Solutia, Inc. for their "Saflex Multi - layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08- 1224.04 issued to Solutza, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61 G15 -27 -001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC -2007 and FBC -2010, prepared by manufacturer, -dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 3. Statement letter of "No financial interest", prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 4. Letter of lab compliance, part of the above test reports. 5. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09- 1028.10, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w /Sidelites — L.M.I., approved on 02/10/10 and expiring on 02/24/15. 1N1 Perez, P.E. Produe Con of Examiner N No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E -3