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WS-12-675
k Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172455 Permit Number: WS -4 -12 -675 Scheduled Inspection Date: May 22, 2012 Permit Type: Windows /Shutters Inspection Type: Final Owner: GLADDING, GEORGE Work Classification: Window /Door Replacement Job Address: 1189 NE 102 Street Miami Shores, FL 33138 -2615 Inspector: Bruhn, Norman Project: <NONE> Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Phone Number Parcel Number 1132050190100 Phone: (305)341 -5663 Building Department Comments REPLACEMENT 1 WINDOW Passer.),? Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CL May 21, 2012 For Inspections please call: (305)762 -4949 Page 13 of 22 B�ILDTNG PE FBC 2 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 + , , Permit No. ( 0•4115 Master Permit No. CATION illyiECIIMEF: u APR17Z12 Permit T ' e: BUILDING ROOFING d r): lJ L0C dd t ✓ l"> e O (e Phone: 2 ;759- 1)V v i ©2 S OWNER: Name le Title Address: I f e r' Ni t City: 14 d (WM l 561/0-S ✓QS State: PL zip: ,..5/-34° Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /fag t )z, /252Q7' 0 City: Miami Shores County: Miami Dade Zip: ' 3 / 9 R Folio/Parcel #: 1 f -32,0 5 ` 0/9 -(1(® CD Is the Building Historically Designated: Yes NO Flood Zone: -7 bi ac); -- 1157 CONTRACTOR: Company Name: c°° E# rP go Q I t 1prover I Phone #: 7P6 60d 92s Address: 1 0 2'/ - t F evi72Ac pIGwy City: to4,91,u9od State:' Zip32 75? Qualifier Name: N-a 0 W1,0 V) Phone#: 756 as-79057 State Certification or Registration #: ?T6 C 01 "; �e Certificate of Competency #: Contact Phone #: 7 a . . � c 9 Q 7771-1 Email Address:. (1V F-E) ®'6-' u G / - 449/1- DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1S9 • 50 Square/Linear Footage of Work: Type of Work: DAddition / OAlteration ONew /: -pair/Replace ODemolition Description of Work: 19 Q (ePYtQY) 4 (mil't d I l01g4&. **** x******a: **m *************+x**********Fees **** ************* **a:* ****+x*+x***** * *** ****** Submittal Fee $ 56 Permit Fee $ ,� �— CCF $ CO /CC $ (2114 0 Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (( Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent ''''Ifdregoing instrument was acknowledged before me this' Pc'42. The foregoing instrument was acknowledged before m C-7 ear' C 14 G1d ( 1 Clay of Apr t 1 , 20 I , r who has produced s identification and who did take an oath. ssion Expir APPROVED BY who is personally known to me or who has produced 6,' O. 7 N as identification and who did talc w' ail.- y '7 :< n• p ar N rn NOTARY PUBLIC: v ro 1 Sign: ; • 4 N 7 Print: • 0 S> Nway7 Pu'.;fic - `";ate of Florida My ,_ Ex l,.; es Dec 27, 2013 ,,t My Commission Expires: Commission # DD 921G29 Oordeb ir•;cugh N�lic.,al Notary Assn. � � > oN11,*11,* k:" 11:: �kH��k�k>' k�k**>' k**rt***ds+ k* *****+ ksk+ R**d: ds**+ N***+ k*d= *********d :*A:**KNNi******* Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) ® ACS �._._- CERTIFICATE OF LIABILITY INSURANCE OATE(MM/OD/YYYY) 07/072011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Aon Risk Services Central, Inc. Chicago IL office 200 East Randolph Chicago IL 60601 USA CONTACT NAOE: ( � No. Eat): (866) 283 -7122 I No.). (847) 953 -5390 E-MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAIC # INSURED Sears Holdings Corporation dba Sears Home Improvement Products, Inc Attn: Risk Management E3 -219A 3333 Beverly Road Hoffman Estates IL 60179 USA INsuRERA Indemnity Insurance Co of North America 43575 INSURER B: ACE American Insurance Company 22667 INSURER C: 0 8 / 0 J.13/1170 INSURER D: $5,000,000 INSURER E: $5,000,000 INSURER F: EXCI uded COVERAGES CERTIFICATE NUMBER: 570043198488 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MMIDDIYYYY) POLICY EXP JMMID LIMITS B GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR H00025530962 - 08/01/2011 0 8 / 0 J.13/1170 EACH OCCURRENCE $5,000,000 DAMAGE 1 O RbNThD PREMISES (Ea occurrence) $5,000,000 MED EXP (Any one person) EXCI uded PERSONAL &ADVINJURY $5,000,000 GENERAL AGGREGATE $5,.000,000 GEN. AGGREGATE UMtr APPLIES PER: Xl POLICY n 2,..- EOT I I LOC PRODUCTS - COMP/OP AGO $5,000,000 B B AUTOMOBILE X _ X — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — _ X — SCHEDULED AUTOS NON -OWNED AUTOS ISAH08690649 ISAH08696637 08/01/ 2011 08/01/2011 08/01/2012 08/01/2012 COMBINED SINGLE LIMB fEa acddent) S5,000,000 BODILY INJURY ( Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) UMBRELLA LIAR OCCUR EXCESS UAB H CLAIMS -MADE EACH OCCURRENCE AGGREGATE DED I IRETENTION B A WORKERS CCOMPENSATION PROPRIETOR / PARTNER ICER/MEMBEREXC U ED? (Mandatory In NH) It yes, describe under DESCRIPTION OF OPERATIONS AND Y / N NIA WCLARCC446482803 SCFC46482827 la 08/01/2011 08/01/201108/01 08/01 /2012 /2012 X I TORY 3.1E1- I lg."- E.LEACHACCIDENT $2,000,000 EXECUTIVE N E.L. DISEASE -EA EMPLOYEE $2,000,000 below E.L. DISEASE- POLICY UNIT $2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additlonal Remarks Schedule, H more space la required) Alfred W. Nyman, Jr. License # CMC1249510, 000012538, CCC1329316 located @ 1024 Florida Central Parkway, Longwood, FL 32750. Dell R. Hoyt License #CGC1517994, CRC017383 located @ 1024 Florida Central Parkway, Longwood, FL 32750. CERTIFICATE HOLDER CANCELLATION city of Miami Shores 10050 NE 2nd Avenue Miami Shores FL 33138 USA Holder Identifier Certificate No : N SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE �y POUCY PROVISIONS. 5��7 AUTHORIZED RREPRESENTATIVE r ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE- FL 32399 -0783 NYMAN, ALFRED WILLIAM JR SEARS HOME IMPROVEMENT PRODUCTS INC 1024 FLORIDA CENTRAL PARKWAY LONGWOOD FL 32750 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you bette For information about our services,. please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission.atthe•Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487 -1395 DETACH HERE rif 1' • BROWARD COUNTY' LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rrn, , Ft. L Lauder die, FL 33301-1895 — 954- 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 OBA: Business Name: =EARS DOME IMPROVEMENT PRODUCTS Receipt #:18 ©' 5931 Business Type: �RA'TCONTRACTOR tG" Owner Name. ALFRED w rrvirrliv / =An n Business Opened:12 /23 /2002 Business 1- 408tion:1024 FLORIDA. CENTRAL ?MY State /CountyiCertlR00 :CGC01.2528 OUT OF COUNTY Exemption Code :NONEXEMPT Business Phone: Recurs Seats Et:lptoyr # Machines Prafessioua1s 10 ForVen Bunkum; Only Nu1n>4er of Machines: Vending Type: Tex Amount Prior Teets . Collection+ Oast 27 .00 0.00 .00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS nits BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Brr3ward County and is non- regulatory in nature. You must meet ail County anti /or Municipality planning WHEN VAUDATED and zoning requirements. Ibis Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This raclpt does not indicate that the business is legal or that It is In compliance with tote or focal laws and regulations. Mulling Address: ALFRED W N YMAN it QUAL 1024 FLORIDA CENTRAL PXWY LONGWOOD, FL 32750 2011 - 2012 RedeJ.pt #011,- 10.0000sZa2 Paid 07/18/2071 27.00 W. -n.e ,:� i,.... -,. � .... ,:,, �, ..}. ,5,;, ff. � .,'•d,i^z, ),..:,c _ ,? !:', ... _,,.F'a a..t. t. ron rl,,. r. _..n. Received on 11/4/2011 12:53:04 PM Received or 11/4/2011 12:53:04 PM 7/27/11 Receipt # 12-00009460 City of Longwood 175 W. Warren Avenue, Longwood, FL 327150 LOCAL BUSINESS TAX'. LOCATION: 1024 FLORIDA C E N T RA L 4.4*- itA211.1.P474 ''' Ir- For the Occupation: ...7tpt i' I CONTRACTOR/OVER 30 EMP .° . 4-rtt . ..... . ..- , ' PENALTY SEARS HOME IMPROVEMENT PRt*TS Ai Pas.78 , 22ga ,'..-,1 -.° -•..-- ' ,:i. ,..:, --ii LAI • .-,.1.• .4 KV so t ..c 4 - ' . ..32 ' li. .77k- , . •::. , : - ,. ' ird., , 4 . '' • . •. • STATE # CITY TAX ADMINISTRATIVE FEE TRANSFER FEE CMC1249510 $ 200.00 $ 10.00 .00 SEARS HOME IMPROVEMENT PRODUCT PO BOX 522290 LONGWOOD FL 32752 REPLACEMENT WINDOW - SITE PLAN IMPORTANT INFORMATION: CORNER OF BUILDING TO EDGE OF WINDOW AND WINDOW SIZE MEASUREMENTS TO BE ENTERED BY MEASURE TECH ONLY • _...,lic= rammermi inImmillEMMIIPINNIEFEmarmarli 40111ME,MOMPINUMMINININATEN•WKIM IT 0 co- • MIMEMMIMS111•111•11112 ME IMMOVEZEZ PI . MIIIRIMWM IMIMM Mill 11111-111111.111111 44. li. mommummanummiammig ammogimmtaimmiwumildnir r,,_11 limit Ram , wrimammmumunsearanum 1 NwimmiNkt it ma s m• R pi_ i OMENIPMEC 11118M111111 Iii 4p,„All 1111MmEnimppl ■r ■11 _Zillrelarmmilli MIEN MI , Gib'/ . VEPIPPIII ■■ .., Mi li ■=11111 lagiMMMWAMNIMmEmMilm Alp „R, mwm mmommunomm MBES Miialipmmgnik. ■ Iffiralillimmillinillall ArAltitaliediaimmpir RIM% a il In Emil I MIX FiTi - te,, - -; 1 rail _ 111 am faisrvatamis al---m-c mill _ - co 0 1111 MC - W RR -L MEAN ROOF HGT: TYPE OF WALL: HURRICANE SHUTTERS YES . / NO LQ' TOTAL NO. OF OPENINGS IN HOME (INCLUDING DOORS): TOTAL NO. OF OPENINGS TO. BE REPLACED (ITEMS ON CONTRACT): CNIN (24tIcict hg BUILDING DIMENSIONS WIDTH: ry HEIGHT: 1 DO NOT DO (WINDOWS NOT TO BE REPLACED) 1 3 NO. OF HOME OWNER INFORM CUSTOMER NAME: G 4 3 ADDRESS: ,t CITY: 14,thyLs5 PHONE NO: 3,04-:- 7:57-442,1 COMPLETED BY: ZIP: 3 3 P 3 e 0261 JA1413031 J....4A HT V4fr,171..itn-77.p 7•3, • , Pt a Sears Home Improvement Products WINDOW TYPE WIDTH HEIGHT GLASS. (f j WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 Analysis by: TORRES Company Name: TORRES A.R. Description: GLADDING RESIDENCE 1189 NE 102ND STREET MIAMI SHORES FLA. User Input Dat Structure Type Building Basic Wind Speed (V) 175 mph Struc Category (I, II, III, or IV, II Exposure (B, C, or D) Struc Nat Frequency (n1) 1 Hz Slo e of Roof 4.0 :12 Slope of Roof (Theta) 18.4 Deg Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 16.00 ft Mean Roof Height (Ht) 12.00 ft Width Perp. To Wind Dir (B) 52.00 ft Width Paral. To Wind Dir (L) 37.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.32 Flexible Structure No Calculated Parameters. Importance Factor Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Catego Rigid Structures = ,Simplified Method.; Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category 11: Rigid Structures Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33/z) ^0.167 0.2281 Lzm I *(zm/33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63))^0.5 0.9165 Gust2 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8811 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 4/4/2012 Developed by Meca Enterprises, Inc. Copyright 2006 TORRES Page No. 1 of 4 PDF Created with deskPDF PDF Writer - Trial http: / /www.docudesk.com 4/4/2012 WIND1O, Detailed Wind Load Design (Method 2) per ASCE 7 -10 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev ft Kz Kzt qz Ib /ft^2 Pressure (Ib /ft^2) Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-Gcpi (Kip) (Kip -ft) 16 0.86 1.00 67.46 ' 40.65 51.09 -17.55 -7.11 58.20 3.03 1.51 15 0.85 1.00 66.55 40.04 50.48 -17.55 -7.11 57.58 47.94 385.27 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6 -6 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting Systems (Me o• _ 2) �1 Variable Formula .. Value Units Kh Kht Qh 2.01 *(15 /zg) ^(2/Alpha) Topographic factor (Fig 6-4) .00256 *(V) ^2 *I *Kh *Kht *Kd 0.85 1.00 29.00 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 39.00 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Pressure Coefficients Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 52 ft Face Additional Runs may be req'd for other wind dime Pressure (psf) +GCOI Leeward Walls (Wind Dir Normal to 52 ft wall) Leeward Walls (Wind Dir Normal to 37 ft wall) Side Walls -0.50 -0.42 -0.70 -17.55 -7.11 -15.55 -5.11 -22.48 -12.04 Roof -Wind Normal to Ridge (Theta > =10) - for Wind Normal to 52 ft face Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) -0.40 -15.16 0.08 -3.29 -0.57 -19.22 -0.40 -9.94 -0.57 -14.00 -4.72 7.15 -8.78 -9.94 -14.00 Developed by Meca Enterprises, Inc. Copyright 2006 TORRES PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com Page No. 2 of 4 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 Overhang Bottom (Applicable on Windward only) 0.80 45.26 45.26 Roof - Wind Parallel to Ridge (All Theta) - for. Wind Normal to 37 ft face Dist from Windward Edge: 0 ft to 24 ft - Max Cp Dist from Windward Edge: 0 ft to 6 ft - Min Cp Dist from Windward Edge: 6 ft to 12 ft - Min Cp Dist from Windward Edge: 12 ft to 24 ft - Min Cp Dist from Windward Edge: > 24 ft -0.18 -0.90 -0.90 -0.50 -0.30 -9.66 -27.41 -27.41 -17.55 -12.62 0.78 -16.97 -16.97 -7.11 -2.18 *. Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 *(15 /zg) ^(2/Alpha) Kht = Topographic factor (Fig 6 -2) Qh = 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Theta = Angle of Roof 0.85 1.00 39.00 = 18.4 Deg Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psfl Min P (psf) Max P (psf) 1 0.52 0.18 -0.18 66.55 22.37 46.33 2 -0.69 0.18 -0.18 66.55 -57.90 -33.94 3 -0.47 0.18 -0.18 66.55 -43.14 -19.18 4 -0.42 0.18 -0.18 66.55 -39.60 -15.64 5 -0.45 0.18 -0.18 66.55 -41.93 -17.97 6 -0.45 0.18 -0.18 66.55 -41.93 -17.97 1E 0.78 0.18 -0.18 66.55 39.91 63.87 2E -1.07 0.18 -0.18 66.55 -83.19 -59.23 3E -0.67 0.18 -0.18 66.55 -56.76 -32.81 4E -0.62 0.18 -0.18 66.55 -53.08 -29.12 * p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2006 4/4/2012 TORRES Page No. 3 of 4 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 3.7 ==> 3.70 ft a Hipped Roof 7 < Theta <= 27 Double Click on any data entry line to receive a help Screen Component width (ft) Span (ft) Area (ft02) Zone GCp Nind Press (Ib/ft "2 Max Min Max Min 1. WINCOW _ 3.1 3.2 9.92 5 1.01 -1.42 46.41 -62.40 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 4/4/2012 TORRES Page No. 4 of 4 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com Location: 4 Job Number. / 3.3 % 2, QTY SEARS HOME IMPROVEMENT PRODUCTS. 'MIAMI Measure Sheet Job Name: tnataller /2-9_r- Window Window Style Frame Color (4 cid/ 377 Date: / Contlguretlon OX. XO, 00X, X00 eto • Bypass Door Pocket Door Double Pocket Door Grids Type t. callon Mal 2442- 3r m xo ■� 1111111111m11 11111111111111111111111111111111111 111111111111=11111111111111111111111111111111=M111111 111111111111111111111111111111M 11111 110111111111111111111111111111111111 Colonial or Top. aonom, Brittany M, Flanks= Pattern V H Notes to adman: Notes to Installer. "*`WE WILL ORDER FLANGE FRAME UNLESS OTHERWISE NOTED.' MUST SPECIFY # OF PANELS AND TRACKS ON SUDING GLASS DOORS*" ***MUST SPECIFY OX OR XO ON ALL HORIZONTAL ROLLERS AND SUDING GLASS DOORS."'". MIAMIOADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI --DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2599 www.miamidado.aov,bufdinq 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 BNC- 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. BNC 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 C • _ A _ �: _ e Zone. CU ENT: Drawing No. 4127 -10, titled "Alum. indow, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06/20/2011, prepared by PGT Industries, Inc., dated 06 /29/2011, signed and sealed by Robert L. Clark, P. E., bearing the Miami- - Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control 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 any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 07 -0815.09 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 Helmy A. Maker, P. E., M. S. 8// Vito 11 NOA No. 11 -0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 Page 1 PGT Industries, Inc. NOTICE 01? ACCEPTANCE: EVIDENCE SUBMILTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets I through 11 of 11, dated 02/28 /2006 with the latest revision "D" dated 06/20/2011, prepared by PGT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, 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- 081109) 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 2411 3.2.1, 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. 06-040106) 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 2411 3.2,1, 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. 0604 05.06) E -1 elmy A. Makar, 1'. E., M. S. BNC Product Control Unit Supervisor NOA No. 11 -0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 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. Complies with ASTM E1300 -98/ 02 (Submitted under previous NOA No. 07 -0815.09) D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). 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 12/11/11. 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 no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. 2. Laboratory compliance letter for Test Report No, FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) 3. 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. 07 -0815.09, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I. ", approved on 01/03/2008 and expiring on 12/21/2011. E -2 '4?" y A. Maker, 1'. E., M. S. BNC Product Control Unit Supervisor NOA No. 11-0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT. GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER B. 516" LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LUTE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX1KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/18" LAMI CONSISTING OF191 UTPS OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTAC I O� FLEXAKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAM CONSISTING OF (2) UTES OF 3!16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER) E. } BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7118° LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 0.13/18" LAMI 10: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 5/18" OR 3/8" AIR SPACE AND 6/18° LAMI CONSISTING OF (2) UTES OF 1B° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18" LAMI 10: (1) UTE OF 1B° OR 3!18° ANNEALED (MIN.) GLASS, 6118° OR 3B" AIR SPACE AND 5/18° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1,13/18" LAMI 10: (1) LITE OF 1B" OR 3118' ANNEALED (MIN.) GLASS, 6/16" OR 3B"AIR SPACE AND 6/18° LAM CONSISTING OF (2) UTES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/18" LAMI I0: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/18" OR 114" AIR SPACE AND 7118' LAMI CONSISTING OF (2) LITES OF 3/1$° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER K. 13116" LAMI IG: (1) UTE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 718" LAMI CONSISTING OF (1) UTE OF 3/16" ANNEALED MASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER L 13/18" LAMI I0: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OX. (j_O, g) 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 040721.01, 03. 0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY Q D HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED LG. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOA DRAWING MAP SHEET GENERAL NOTES........ 1 GLAZING DETAILS ..... 2 DESIGN PRESSURES.......3 ELEVATIONS.......—_. 4 VERT. SECTIONS.... 6 HORIZ SECTIONS..__„ .'$ . PARTS UST..................... 6 EXTRUSIONS. 7 CORNER DETAIL..——. ANCHORAGE—............... 8-11 J.R. ar, OP20111 Itedsker D FJC RW FJC PK c w,ra�s 8 J..L ADDED 113 CA P 7O 8E TEMPERED g$ +SOFT NaTE ADORE—WO TO NO= 7 tE Ofa Norma TO CURRENTEDIT. CHANGETOA87ME 130042 TWOS I O7OYecav�otoor GENERAL NOTES NOIGDMi9. 8.86278 G— ALUM. HORIZONTAL ROLLER WINDOW IMPACT. P.O. 89X11129 . NOKOM18.1,184274 "WI ailer HR710 NTS 1 a 11 4127-10 0 112° NOM. GLASS BITE 60,61,62 1/8° ANNEALED OR HEAT .080 SOLUTIA OR DUPONT PVB I 1/8" ANNEALED OR HEAT STRENGT 8118° NOM. 5/16" LAMINATED GLASS E GLASS YER ED GLASS aRI (ALL S -+— 3118 ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/18° LAMINATED 8118' OR 3/8" AIR SPACE 1/8" OR 3/18" ANNEALED (MIN.) GLASS 13/18 NOM. 13/16° LAMI 1G GLASS W/ 6/16" LAMI 72,73,74,75,76,77 3/18° ANNEALED OR HEAT STRENGTHENED'GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/18 LAMINATED 3/18" OR 1/4" AIR SPACE 1/8" or 3/18° ANNEALED (MIN.) GLASS 13118" NOM. 13/16" LAMI 10 GLASS WI 7/16° LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. INTERIOR TIONS) PRODUCT REVISED g Rend Code 3tthe blade. Acceptance No 0.02 4� mweAC AN. oar 1123/11 patua D Dew 4/11107 Doke 13717,30 Ada 7/18/06 Pallas C ADDED 81 CAP 7D BE ?EVENED (a +$4FT NOTE NOCMAHGE NHS SHEET fialkan NO CHANGE MIS SHEET to7O TECHNOLOGY DRIVE NOROMS, FL34275 P.0.1100529 aloft 10 NOKOMIS, FL 34E4 PGT T/tdb/y Batter GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR71O sok tame FUN I 2 d 11. 4127 -10 TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) D A FOR INSTALLATION IN THE HVHZ ABOVE 30 sHALLHAVBASG TEMPERED I.G. GLASS AND ANCHHOE DP QUANTITY REMAIN UNCHANGED. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" 50 6/8" 54" 60" 63" 84" A,B,G,H +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 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 +58.2 -56.2 106 3/8" 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" A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +54.6 -54.8 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -80.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.8 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D E F J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7/18" ABC, G,H,1 +60.0 -60.0 TO 86 7/16 "�' +75.0 -75.0 TABLE 3. ox AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" 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 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -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 76.0 +75.0 -75.0 +69.6 ° 'RE D � '- z'. -- --,tea „ wu4UmtTImWn 74 " = : H +75.0 -75.0 75.0 +75.0 -76.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68 - . :• UP TO 74" C D,E, I,J,K, L +75.0 -75.0 ►M"�" , �l �� 0,02 ! ti:.,. �1zr,20 /4, � '7" PART GLASS TYPES: FTL -4858 (XOX), FTL-4859 (OX & XO) AND FTL -5330 A. 5/16° LAM - (1/8" A, .090,1/8" A) B. 5/16" LAM - (1/8° A, .090,1/8° HS) :" • 0:1 1/8" HS) 11D. 7/16" LAMI - (3/16" A, .090, 3/16" A) G. 13/16" LAMI IG -1/8" OR 3/18'A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.). 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1 /8"HS) L 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5116" LAMI - (1 /8"HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18"A, .090, 3/16 "A) d%� �- G // Zi >e Pa*. P.E. PE iKf9T12 Sin LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) K. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A-090, 3 /18 "HS) L. 13/16" LAMI 10-1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/18 "HS) J.R. 11 II • • ,,.'• IS CAP TOSETe,PERED al 4410FT HOTe ,moTECHNOLOGY No:wm�a,PL Sars P.D.equt8� NDUanS rq sa2Ta ��..�� SIGN PRESSURES NC 4'l&V? C ADD INTEGRAL FU 0A770N11 UPDATE ASMESSOo-02OPa ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a ax F.K FA 10/1A09 1`J281oe 8 .' -.Jam REVISEDP TABLES TO AVM E1900.02 °ih9tta a '✓1414Y Bed' �".r+.e a ,Faro 11"*N lb,. a.."ta ` NTS 3 11 4127 -10 lr, D 27 3/8° MAX DLO VENT 84 8/18° MAX DLO FIXED B 8 110" MAX. WIDTH I.F. FRAME 111° MAX WIDTH FLANGE FRAME 87 3!8" MAX. DLO ALL FIXED LITES DETAIL B - XOX (1/4- 1/2 -1/4) DLO FIXED 33 9/18" MAX 27 3/8° MAX. DLO VENT r 27 318° MAX. DLO FIXED • • 7 B Ii FRAME ---- -� x---88 7/18° MAX. warm FLANE 887118i3FRAME ° MAX. WIDTH I.F. DETAIL C - XOX {113- 1/3 -1/3j NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 88" MAX DLO ALL VENTS 82° MAX. I.F. FRAME ALL CONFIG. 83° 3 FLANGE FRAME ALL COI 1G. SEALANT OR GASKET AT HEAD AND SILL 73° MAX WIDTH I.F. FRAME —+{ 74" MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) FROM1C7REVISE) as oomNrms with the Florida Sailding Code Acceptance at9 ,g0 (Co Rind DA awe lwwywna J.R. 520111 0 ,a MI* as 1bNMor FIG 411887 C tbsWex OW Ralik* F.K 11117)06 0 Amines I °2128)0 I.J. NO INSEAM 7 IM)NCI N7 B. NS AND CORNER NNO CHANGE MIS SHEET bow I 91230E ,0707 {,O3Y ons,11a NlR8Ai6 r � P.0.139X 1688 NOKOMIS.R34274 VMM.yBeer ELEVATIONS nAbl UM HORIZONTAL ROLLER WINDOW, IMPACT heil !9 TS 1710 I N I116.6 4 a 11 4127 -10 I D Robert L Oak P.E. PE 139712 SUuolural INTERIOR I+-- MAX. FIXED DLO -1 MAX. WIDTH (FLANGE FRAME) EXTERIOR SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME INTERIOR �»— MAX. FIXED DLO MAX. VENT DLO MAX. IMOTH (LF. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) © *1111(1r.111 • o ~!� EXTERIOR 1 _ �If INTERIOR 0 0 SILL HEAD / SECTION C-C _ (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) ItordepThohe Krakow J.R. WW1 0 NO MANGE TffS SHEET Rwasts Alt 4/18177 0 ADD INTEGRAL FIN MAMA fl MS41, 42 AND 43ANDY/EVYB. roviekee 7AS 8 JF.tccc NOCW NGETM8SHEET aaraasx ora omaerp: orc FK 228478 J,L =MO 10701 CHNOLOGY DRIVE NOIWkSS,FLS4275 P.O. Stp{ 1529 NOKOMIS Ft. 84274 Pi GT YbtblyBeaer SECTIONS as =rapt** with *a Inerlds Sultana Cade Acceptanco No OL Date go ALUM HORIZONTAL ROLLER WINDOW, IMPACT eAd6lk *me aa4Pra HMO 8 .1 11 I 4127 -10 1 D I Half Robert 1.. Clack, P.E PE 539712 Structural ITEM DWG# REV DESCRIPTION WIATL PG-111 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFTCLIP) 6063 -T5 AL 612244 #8 X 3/4 PH. PAN ]-LEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 A L 64137 8 4131 ROLIER TRACK 6063 -T6AL 64131 10 71298 WEEP HOLEWVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGEFRAME JA MB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD P11. SMS 16 4110 G SCREEN ADAPTOR 6063-T5 AL 781PQA 641100 I7 4054 B FIXED MEETING RAIL 606314D -T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 DWG# REV1 DESCRIPTION 1 MAUL f PG1W 66 GLASS, 13/16" LAMI 10 -1/8 "A (MIN.), 3/8 "AIR SPACE, 5/16" LAMI (118 "A, .090 PVB, 1/8"A) 67 13/16" LAMI 10 -1 /8 "A (MIN.), 3/8" AIRSPACE, 5/16" LAMI (118"A,.090 PVB, 1/8"1-IS) 68 13/16" LAME 10- 118 "A (MIN.), 3/8" AIRSPACE, 5/16" LAW' (1 /8"HS,.090PV3,1/8 "HS) 69 70 13/16" LAMI 10-3/16"A (MIN.), 5/16" AIR SPACE, 5116" LAMI (118"A, .090 PVB, 1/8"A) 13/16" LAMI IG- 3/16"A (MIN), 5/16° AIR SPACE, 5/16° IAMI (1/8"A, .090 PVB,1/8"HS) 71 13/16" LAMI 1G3/16"A (MIN .), 5/16' AIR SPACE, 5/16" LAMI (1 /8"HS,.090PVB,1 /8"HS) 72 13/16" LAMI10.1 /8 "A (MIN.),1 /4" AIRSPACE, 7/16" LAMI (3/16"A,.090PVB,3/16 "A) 73 13/16" LAMI 101/8 "A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/1611S) 74 13/16" LAMI 1G1 /8"A(MIN.),1/4" AIRSPACE, 7116" LAMI (3/16"HS,.090 PVB, 3/16 "HS) 75 13/16" LAMI l03/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A,.O9OPVB,3/16"A) 76 13116" LAMI1G-3/16"A (MIN), 3/16" AIRSPACE, 7/16" LA MI (3/16"A, .090 P 3/16"HS) 13/16" LA MI 10-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3 /16"HS,.090PVB,3 /16"HS) 1014 SCREEN FRAME(HOR & VER.) 3105 -1414 AL 91 1630 SCREEN CORNER KEY W/RINOS POLYPROP. 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING STET. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 22 1683 WSTP,.250 X .270 BACK, FIN SEAL 616830 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 23 225-1 ROLLER HOUSING& GUIDE 42112HD 96 SCREEN GOTH 24 226 BRASS ROLLER WHEELS BRASS 7BRWHI2 4128 4006 1235 1096 1016 4126 1683 7070 HORIZONTAL ROLLER SASH TOP (VIDE POLYPROP. 44128N D SASH MEETING RAIL 606311S -T6 AL 64006 WSTP,,.170 X .270 BAQC, FIN SEAL 67S16G SWEEP LATH DICAST 71096 #8X.625PJLFLSMS 7858 SASH SIDE RAIL 6063 -T5 AL 64126 WSTP.,.250 X 270 BACK, FIN SEAL 616830 BULB WEATHERSTRIP .187 X .275 67070K LIFT RAIL COVERCAP 74078 "C" LORR 4139 4140 4141 12. FRAME HEAD 6063 -T6AL 64139 12. FRAME SILL 6063 -T6AL 64140 1.P. FRAMEJAMB 6063 -T6AL 64141 GAZING SILICONE DOW 899,995 OR EQUIVALENT 1224 1225 4039 B GLAZING BEAD -5/16" VINYL GLAZING BEAD BULB (THICK) 6TP247W,K VINYL GLAZING BEAD BULB (THIN) 6TP248K 54 4044 B C AZINGBEAD -5/16" W/(PJLLKIT 6063 -T5 AL 6063 -T5 AL 6403913 644703 55 4222 A GAZING BEAD -7/16" 6063-T5 AL 64222 56 985 C GLAZING BEAD -7/16" W /GR1LLKIT 6063-T5 AL 6985 59 4067 04.AZINO BEAD - 13/16" 6063 -T5 AL 64067 61 GLASS, 5/16" LAMI (1/8" A .090 PVB, 1/8" A) " 5/16" LAMI (1/8" A,.090PVB, 1/8" HS) " 5/16" LAMI (1/8" HS, 090 PVB, 1/8" HS) 63 • 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 • 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) " 7/16" LAMI (3/16' I1S, .090 PVB, 3/16" HS) 1.088 0 I.F. FRAME JAMB #4141.8083 -T8 2.784 44 I.F. FRAME HEAD #4139,8083•T6 3.152 ' - -2710 .F. FRAME SILL #4140, 8083-T8 P 8E orWe Ma Jt- Ors2ab.N3,2 Data 1T..d. IL Rawl* Data J.R. 820/ft D ADDED "(MIN.? TO GLASS TYPES ROW.* Oa* Rabble. FJC 4148417 0 ADD17EM841, 42& 49 t6aa021 DOW Rabb= FJC 1CM/06 B NO CHANGE THIS SHEET Awn ext O.L. Cb,dadl4t Data' F.K WOG J.J. 929108 1070 TECHNOLOGY ORM NOKOMIS, RL34278 P.O. BIJX 1820 NOXOM8,F134274 i T Vistbty Batasr PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ar„aam" faaslO NTS Moe 0 x+11 avow 4127-10 /71-- ft Robert L. Clark, P.E. PE 120712 Structural 1 FLANGE FRAME HEAD / #4102A,6063 -T8 Q —"4. -062 .490 I-- 1.461 -•I O SASH STOP #4026.8063 -T6 qi32 1 +9 21 SASH TOP & BOTTOM RAIL #4133, 6083 -T6 .050 --4! 1.998 -T• {q 54 GLAZING B , 5/16" #40445, 6083-T5 (IJ.SED W/ GRILL KIT) 1"0—'- 2.710 0 FLANGE FRAME SILL #4136.6083 -T8 .081 .46 O HORIZ. ROLLER TRACK #4131, 6083•T8 1.081 1 -' 32 SASH MTG. RAIL #40080,8083HS -T8 .060 .878 1.098 0 GLAZING BEAD 7/16" #4222A,8063 -T6 37 0 FRAME SILL ADAPTER #4137.6083 -18 X1.403 -.-- 17 FIXED MEETING RAIL #40648, 8083HD -T8 291 SASH SIDE RAIL #4126, 8063 -T5 .060 1.116 1- 0 GLAZING BEAD, 7/16" #9850,8083.76 (USED W( GRILL KIT) -'1.613-► -I j .738 I-1 .443-0-.7 SASH STOP COVER #4053, 8083 -16 1r 13 FLANGE FRAME JAMB #4002A, 8083-TO I +- -2.784 .060 .678 1.098 -1 -. 53 GLAZING BEAD, 5/16" #40398,8063 -T6 '� .060 0 GLAZING BEAD, 13/16" ��::// #4067. 6063-T5 .097 PRODUCT REVISED elscomplybgt dye Plod& Cock A D __J_ D J.R. 820111 Rerr"e D. NO MANGE7HIS SHEET FJG AnwIlko FJG pee,ap FJC Dolt Oft !0!7.013 DIM 2128108 Rowan: 0 An/okra 8 NO CHANGE THIS SHEET cftdonto J.4 NOOHANGE D11$ SHEET 1070TECHNOLOGY OWE NOIWM8,11.34275 P.O. BQoC 1526 NOKOMIS,PL34274 PGT V6i* Bettor EXTRUSIONS ALUM. HORIZONTAL ROLLER WINAOW, IMPACT HRTIO Half 7 of 11 > • 412740 6/4')// Rbart L. Cie*, P.E. PE 1886712 structural ANCHOR QUANTITIES, XOX (114-112-114) WINDOWS TABLE 4 NOTES: 1. -114' E CYPES: 1 -1/4" ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) ANCHORTYPE> & SUBSTRATE GLASS TYPES A,B,C,G.H.I GLASS TYPES D,E,F.J,K,L ' 2,3, WOOD Z CONC 1, CONC Z3, WOOD 2, CONC I, CONC ZONES ZONES • ZONES ZONES ZONES ZONES WINoow SIZE W H HEAD & SILL Y HEAD & SILL HEAD & SILL HEAD & SILL 2 HEAD & SILL `S' HEAD & Si.. 2. GLASS TYPES: "_' gg A. 5116" LAMI - (1/8" A,. 080,1/8" A) } ' 8.5/16" LAMI - (1/8" A,.090,1/8" HS FOR INSTALLATION IN THE HVHZ ABOVE 30 FI ,GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 53.125x 38.378 48.000 80.828 84.000 80.000 83.000 1 +C2 +1 +C2+1 2 1 +C2+1 +C2+1 2 1 +C2 +1 +52+1 2 1 +C2+1 +C2+1 2 1 +C2+1+02+1 2 1+C2+1+02+1 C. 5/18° LAMI - (1/8" HS „080,1/8" HS) 2 D. 7/18" LAMI - (3/18"A,.090, 3/18'A) 1+C2+1+C2+1 3 1 +02 +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 E.7 /18 ° LAMI - (3/16" A,.090, 3/18" HS) 1 +132 +1+ 02+1 3 1 ++1 +02+1 (2 3 1+02+1 +02+1 3 1+02 +1 +02+1 3 1 +132 +1 +02+1 3 1+C2+1+C2+1 3 F. 7/18° LAMI - {3116' HS „090, 3/16" HS} o.13H8" LAMI 13 -118» OR 316» A ( MIN.), 5116° OR 318° SPACE, 5/16» LAMI - (1Ad"A„080,1/8" A) 1 +C2 +1 +C2 +1 3 1+112+1 +C2 +1 3 1 +C2+1 +132 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +02+1 3 1 +q, +1 +02+1 3 H. 13/18" LAMI 13 - 1/8° OR 3/18" A (MIN.), 5116' OR 3/8" SPACE. 5118" LAMI - (1/8°A,.090, 1/8" HS) 1+C2+1+C2+1 3 1 +132+1 +02+1 3 1 +02+1 +132 +1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 1 +(2+1+02+1 3 I. 13(18' LAMI 10 -118° OR 3/18" A (MIN.), 5(18" OR 3/8° SPACE, 5116" LAMI -(1/8" HS,.090, 1/8" HS) J. 13/16° LAMI IG -118° OR 3/16"A (MIN.), 3118" OR 1/4° SPACE, 7/18" LAMI - (3/16"A,.090, 3/18"A) 1+C2 +1 +C2+1 3 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+03 +1 +53+1 3 K.13/16° LAMI IG -118° OR 3/16"A (MIN.), 3/16' OR 114" SPACE, 7/18' LAMI - (3/18° A,.090, 3116° HS) 60.000x 38375 . 48.000 80.826 54.000 60.000 63,000 1+02 +1 +02+1 2 1+02+1 +02+1 2 1 +02+1 +132 +1 2 1 +C2+1 +C2+1 2 1 +02+1 +02+1 2 1 +133 +2+C2+1 L 2 13/16" LAMI 113 - 1/8° OR 3/16" A (MIN.), 3/18' OR 1/4° SPACE 7/16" LAWS - (5116" H3.090, 3/16" HS) 1 +02 +1 +C2+1 3 1 +132 +1 +02+1 3 1 +(2 +1 +132 +1 3 1 +C2+1 +C2+1 3 1 +02+1 +132 +1 3 1 +C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02+1 +132 +1 3 1 +02+1 +132 +1 3 1 +C2 +1 +C2+1 3 1+02+1 +132 +1 3 1 +C2+1 +02+1 3 1 +C2 +2+C2 +1 3 DIMENSIONS FOR WINDOW SlZE3 NOT SHOWN, 230 TO NEXT LARGER WINDOW 1N TABLE 1 +02+1 +02 +1 3 1 +02+1+132+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+C2+2+C2+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1+02+1+C2+1 3 1 +C2 +1 +132 +1 3 1 +02+1 +52+1 3 1+02 +1 +02 +1 3 1 +02+1 +02+1 3 1+03+2+C3+1 3 253/4° MAX FROM CORNERS. JAMBS: IT MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 1 +02+1+02 +1 3 1 +C2+1 +02+1 3 1 +02+1 +02+1 3 1 +C2+1 +02+1 3 1 +C2+1 +02+1 3 1+C3+2+C3+1 3 TABLE KEY: 74.000x 38.375 48.000 60.825 64.000 60.000 63.000 1+02+2+02+1 2 1+02+1 +02+1 2 1 +52+2 +02+1 2 1 +02+2 +02+1 2 1+02+•2+02+1 2 1+C2+2+C2+1 2 X O 1 +52+2+52+1 1+C2 +2+C2 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +(2 +2+C2+1 3 1 +132 +2+02+1 3 1 +02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1 +02 +2+02+1 3 1 +071+2+02+1 3 1+C2+2+02+1 -X� 3 I1+p+4 +03+11 3 1....--ANCHOR QUANTITY PER JAMB 3 t HEAD AND SILL ANCHOR QUANTITY. 1+C2 +2+02 +1 3 1 +02+1+02+1 3 1 +02+2 +02+1 3 1+02+2+02 +1 3 1 +02+2 +02+1 3 1+53+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS 1+02 +2+02 +1 3 1 +C2+1 +02+1 3 1 +C2+2 +C2+1 3 1 +02+2 +132 +1 3 1+02 +2+02+1 3 1 +t3+2+C3 +1 (1) 3 ANCHOR AT EACH OPERABLE VENT 1 +02+2+02+1 3 1+C2 +1 +C2+1 3 1 +C3+2+53+1 3 1+03+2+53+1 3 1+02 +2 +52+1 3 1+C3 +2 +C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000 x 38.375 48.E 50628 54.000 60.000 63.000 1+02 +2+02+1 2 1 +52+2 +02+1 2 1 +02+2+02 +1 2 1+C2+2+02+1 2 1+02+2 +02+1 2 1+{4+3+02+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL 1 +C2 +2 +02+1 3 1+02+2+02+1 3 1 +52 +2 +02 +1 3 1+52+2 +(2+1 3 1 +52+2+02+1 3 1 +C3+3 +02+1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +C2+2 +C2+1 3 1 +(2+2+(2+1 3 1 +52+2+02+1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +53 +3+03+1 3 1 +02 +2 +02 +1 3 1 +132 +2+02+1 3 1 +02+2+02+1 3 1+02 +2+02+1 3 1 +C2+2+C2+1 3 1+04 +3+04 +1 3 3/4° m 25 ax. --1 .-1--r MIN. P a=ging tlmw3m de au "e xo j C:No2 o U L ` 1 +132 +2+02 +1 3 1 +52+2+02+1 3 1 +02+2 +03+1 3 1 +03+2+03+1 3 1 +02+2+02+1 3 1 +04 +3+04+1 3 1 1 1 X t 1 1 1 1 1 0 1 X 1 +02+2+02+1 3 1 +02 +2 +02 +1 3 1 +03 +2 +03+1 3 1 +03+2+03+1 3 1 +02+2+02 +1 3 1 +04+3+04+1 3 a" REF' ~ 108.375 x 38.375 48.000 50.825 54.000 60.000 83.000 1 +02+2+02+1 2 1 +02+2 +02+1 2 1 +02+3+02+1 2 1 +(2+3+02 +1 2 1+02+3+02 +1 2 1+C +4 +02+1 2 1 +(2+3+02+1 3 1 +02+2 +02+1 3 1 +03+3+03+1 3 1 +02+3+03+1 3 1 +02+3+(2+1 3 1 +C3+4 +02+1 3 µ7G. RAIL, TYP. CLUSTER W! QTY. OF (3) ANCHORS 1 +02 +3+02 +1 3 1 +02+2 +02+1 3 1 +03+•3+03+1 3 1+03+3+03+1 3 1 +03+3+,63+1 3 1+C3+4 +C3+1 3 EXAMPLE 1+03+3 +133 +1 3 1+02+2 +02+1 3' 1 +(2+3+03+1 3 1 +03+3+53+1 3 1 +03+3+03+1 3 1+04+4+04 +1 3 (SHOWN IN TABLE KEY ABOVE) B. �✓ 1• „t :: ^,. � qtr, -,� r, . T"ft 1 +03+3 +02+1 3 1+02 +2+02 +1 3 1 +04+3+04 +1 3 1 +04+3+54+1 4 1 +03+3 +03+1 3 1+01+4 +04+1 3 1 +03+3+03+1 3 1 +52+2+C2+1 3 1 +04 +3+04+1 3 1 +134 +3+04 +1 4 1 +04+3+04 +1 3 1+Cf1+4 +05+1 3 I- 1 2b 3/4' MAX _ 13 MIN. 111.000 x 38.376. 48.000 50.825 54.000 80.000 63.000 1 +02+3+02+1 2 1 +02+2+02+1 2 1+01+3+(2 +1 2 1 +02+3+02+1 3 1 +02 +3+02+1 2 1+C+4+C2+1 2 j 1 +02 +3+52+1 3 1 +02+2+02 +1 3 1 +03+3+03+1 31+03+3+03+1 3 1 +02+3+02+1 31+03+4+03+1 3 1`- ...REF. 1 1 11 1 t 1 t INt O 1 X - �i • Robert L dark PE. PE #39712 Structural 1 +02+3 +02+1 3 1 +02+2+02+1 3 1 +03+3+02+1 3 1 +02+3+02+1 3 1 +q +3 +02+1 3 1+C`+4+p+•1 3 7�-' X 1 +03 +3+03 +1 3 1 +52+2 +C2+1 3 1 +0#3+03+1 3 1 +03+3+03+1 3 1 +0 5 +3+03+1 3 1•+04+4 +04+1 3 T ...4, 1 +q+3+C3+1 3 1 +02+2+02+1 3 1 +04+3 +0:4+1 3 1 +04 +3+04 +1 4 1 +C3+3+C3+1 3 1+04+4 +C4+1 3 MTG. RAIL, TYP. 1 +03+3+53 +1 3 1 +02+2 +C2+1 3 1 +04+3 +54 +1 3 1 +134 +3+54+1 4 1+04 +3+54 +1 3 1+55+4 +05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Resod* Date 11 arm ADOmro CAP TOBE7t3NPBiEpa +90Ffxor>« ANCHORAGESPACINt XOX(9!41/2 -1/4% ld FJC X6707 0 UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR 0AF.APJ. F1.34� ,-._. not ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Harz F� FJC W 7M0 2/28/08 ++. 8 J.J. REVISE ANCHORAGE FORMAT, HEAD & MU. =MRS S P 4 311320 1 1IR710 NTS 8 « 11 I 4127-10 I D ANCHOR QUANTITIES, XOX (1/34/3 -913) WINDOWS TABLE 6 NOTES: ' 1. ANCHOR TYPES: 1-1/4° ELCO TAPCONS 2 - 1/4" ELCO S34 CRETE -FLEX 3 - #12 STEEL SCREWS (136) ANCHOR TYPE> & SUBSTRATE TYPES A,B,G,H GLASS TYPES C,,E.F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v Ij HEAD & SILL HEAD & SILL '� gd HEAD & SILL / HEAD& SILL / HEAD& SILL '� HEAD& SILL / 2. GLASS A* LAMI (141" A,.090,118" A) B. 6/16" LAMI - (118" A,.090,1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. 48.000x 38.375 48.000 60.826 64.000 80.000 83 000 1 +02 +1+02+1 2 1 +02 +1 +02 +1 2 1+02+1 +02 +1 2 1 +02 +1+02 +1 2 1+02+1+02+1 2 1+02 +1 +03.+1 2 C. 6/16" LAMI - (1/8" HS,.090,1)8" HS) 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+02+1+02+1 3 1 +02+1+02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 D. 7118° LAMI - (3118" A,.090, 3M8" A) 1 +02 +1+02 +1 3 1 +132 +1 +02 +1 3 1 +02+1+02 +1 3 1 +02+1+02 +1 3 1+02 +1+02+1 3 1 +02 +1 +0241 3 F.7118 "LAMI- (3/16"HS0090,3 16' HS) F. 7118° LAMI - (3!16` HS „090, 3/16" HS) 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1+02+1 +02+1 3 1 +02 +1+02 +1 3 1+02 +1 +02+1 3 1+02+1 +02+1 3 G.13/16" LAMI 10 - 1/8" OR 3/16" A ( MIN.), 6/18' OR 3/8" S PACE, 6/18° LAMI - (1/8° A,.090, 1/8" A) 1 +02+1+02 +1 3 1 +02+1+02+1 3 1 +02+1 +132 +1 3 1+02+1+02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 H. 13/18° LAMI 10 - 1/8" OR 3/18' A (MIN.), 6/16" OR 3/8" SPACE, 6116" LAMI - (1/8"A,.090, 1/8" HS) 1+02+1+02+1 3 1 +02+1+02+1 3 1 +132+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +132 +1 3 1 +03+1 +03+1 3 I. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN), 6/16' OR 3/8" SPACE, 8/16° LAMI -(1/8" H8 „090,1/8" HS) J. 13/18" IAMI IG - 1/8" OR 3/16" A (MIN.), 306 OR 1/4 SPACE, 7/16' LAMI - (3/16' A,.090, 3/18' A) 63.125x 38.376 48.000 50.825 64.000 80.000 83.000 1+02+1+02 +1 2 1 +02+1+02 +1 2 1+02+1+02 +1 2 1 +02 +1+02+1 2 1402+1+02+1 2 1 +02+1 +02+1 2 K.13/16' LAMI IG -1/8" OR 3/16" A (MIN), 3/16" OR 1/4' SPACE, 7/16" LAMI - (3/18" A,.090, 3/18" HS) 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1+02 +1 3 1+02+1 +02 +1 3 1 +02+1+02 +1 3 L. 13/16' LAMI 10 - 1/8" OR 3/18" A (MIN.), 3/16° OR 1/4" SPACE, 7/16" LAMI - (3116° HS,.090, 3/16" HS) 1 +132 +1 +132 +1 3 1+02+1+02+1 3 1 +02+1 +02t1 3 1 +02+1 +02+1 3 1 +02+1 +132 +1 3 1 +02+1+02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+02+1 +02 +1 3 1+02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1+02+1 3 1 +02 +1 +02 +1 3 1+02+1+02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02+1+02+1 3 1+02 +1 +02 +1 3 1 +02+1+02 +1 3 1 +02+1 +02 +1 3 1+01+1 +02+1 3 1 +03+1 +03 +1 3 1 +02 +1+02+1 3 1 +02+1 +02+1 3 1+02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+1+03+1 3 HEAD & SILL: 101/3" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 80.000x 3&376 48.000 80.828 54.000 80.000 83.000. 68.000x 38.376 48.000 60.826 54.000 80.000 83.000 1 +02+1+02 +1 2 1+02+1+02+1 2 1 +02+1+02 +1 2 1 +02+1+02 +1 2 1+02+1 +02+1 2 1 +02 +1+02+1 2 M3/4° MAX. FROM CORNERS JAMBS: 9' MAX. FROM CORNERS AND 221/2° MAX. O.C. 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1+132 +1+02 +1 3 1+02+1 +C2+1 3 1 +02+1+02 +1 3 TABLE KEY: 1 +02 +1+02 +1 1 +02 +1 +02+1 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1+02 +1 +02 +1 3 1+02+1+02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 1 +02+1 +02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1 +03+1 +03+1 3 1 +03 +1 +03+1 3 Z0 2 X 3 I1 +03+1 3 +03+11 3 I ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 +02 +1 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 2 1+02+1 +02 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 3 1 +03+1 +03+1 2 1 +02+1 +02 +1 3 1 +02+1 +02 +1 2 1 +02+1 +02+1 3 1 +03+1 +03+1 2 1 +02+1 +02+1 3 1 2 A EACH CLUSTER E (3) ANCHORS PLUS CENTERED ON EACH MEETING RAIL PLUS (1) 1+02+1+02 +1 3 1 +02+1 +02+1 3 1 +02 +1+02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1+02+1 3 1+02 +1 +02+1 3 1+03 +1 +03+1 3 PLUS (1)ANCHORS AT FIXED SECTION. 1+02+1+02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +132 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL 1 +102+1 +02+1 3 1 +(2+1+(2 +1 3 1 +02 +1 +02+1 3 1 +03 +1+03+1 3 1 +02 +1 +02+1 3 1+03+1+03+1 3 (3* MIN, O.C. ANCHOR SPACING) 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1+0341+03+1 3 1 +03+1+03+1 3 1 +02 +1 +02+1 3 1+03+1+03+1 3 74.000x 36378 48.000 .1 60.626 54.000 80.000 63.000 1 +02 +1 +02 +1 2 1+02+1+02+1 2 1 +02 +1+02+1 2 1 +02 +1+02 +1 2 1+02+1 +02 +1 2 1+02+1 +02 +1 2 I 2$ 3/4° MAX 1 --4-I F•-3" MIN. +a +1 +02+1 3 1+02 +1 +02+1 3 1+02+1+02+1 3 1 +02+1+02 +1 3 1+02 +1+02+1 3 1 +03+1 +03+1 3 r PRODUCT EWS3D g lmida ea64ins Colo Aaxp" ', 02 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 1 +02 +1+02 +1 3 1+02+1 +02+1 3 1 +03+1 +03+1 3 1 1 N 1 0 141 O 1 X 1+02+1.02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 le REF. 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1+03+1 +03 +1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 1+02+1+02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 102+1+03+1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 MTO. 84.000x 38.375 48.000 60,826 54.000 80.000 63.000 1 +02+1 +02 +1 2 1 +02+1+02+1 2 1 +02+1+02+1 2 1 +02 +1+02+1 3 1+02+1 +02+1 2 1 +02+1 +02 +1 RAIL 2 EXAMPLE TYP. CLUSTER WI QTY. OF (3) ANCHORS IN TABLE KEY ABOVE) 1 +02+1 +02 +1 3 1 +02+1+02+1 3 1+02+1+12+1 3 1 +C2 +1 +02 +1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +(2,+1+02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +03+1 3 (SHOWN 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03 +1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1+04.1 9 B '*r 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +033+1 +03+1 3 I 263/4 "MAX 3i4" 0 1 +03+1 +03+1 3 1 +0 2 +1 +12 +1 3 1 +03+1 +03+1 3 1 +03+1 +0"x+•+1 4 1 +0 3 +1 +03+1 3 1 +04+1+04+1 4 - 1 1 N. -I lf-3° MIN. 88.437 x 38.376 48.000 60.828 54.000 80.000 63.000 1 +02+1+02 +1 1 +02+1+02 +1 2 1 +02 +1 +02+1 3 1+02+1+02+1 2 1+02 +1 +02+1 3 1 +132 +1 +02+1 2 1 +02 +1+02 +1 3 1 +02+1+02+1 3 1 +02+1 +02 +1 3 1+02 +1+02 +1 2 1+12 +1 +02+1 3 1 +03+1 +03+1 2 l 1111 %-�- -- G i f r obertLclaAtPJL P8838712 Structural 3 9"X 1 1141 O 1 X 1+02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02•+1+02 +1 3 1 +03+1+03+1 3 -�• 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +02 ±1 +02•+1 3 1 +03+1 +03+1 3 1 +03+1+03+1 4 1 +03+1 +03+1 3 1+04 +1 +04 +1 4 MTG. RAIL, TYP. 1 +03+1 +03+1 3 1 +02+1+•02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03 +1 4 1 +03 +1 +03+1 3 1+04 +1 +04 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS R..ow J.R. DOW e n o / r 1 ii°°£D 10 CAP 70 TEMPERED 6+ T ^ ANCHORAGE SPACING, XOX (1l3- 1/3 -113) Awl* FJC DOW mlar8r 0 l�a»ArerAazES,s»Err VALUES 1X roANt2iOR CAP. AW. tact xowoasa,fl3rns ' �..7- CELIAC HORIZONTAL ROLLER WINDOW, IMPACT Read 1:0 FJC Deg -Rerkkag 10/17108 B REVISE ANCHORAGEFORMAJ, Few B Stu. CLUSTERS P.O. BC 4129 u"+.* FJC Oft 22508 clMrinaBr J.J. We 52508 I NOX0MU8.FL942r4 WO* Batter "1M4iibd1Q HR718 Sole �°"'" NTS 9 d 11 oruora 4127 -10 W" D ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ANCHOR 'TYPES: 1 -1/4° ELCO TAPCONSS2 -1/4 CO 884 CRETE-FLEX 3 -812 STEEL SCREWS (G5) ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H Vi X °t+ 2 as to oa 2 � -, �_ w °* m 15 • m g Q c1 �_ 2 m ? N D m GLASS TYPES: D A. 5118° LAMI - (1/8"A,.090,1/8°A) B. 5/18 LAMI - (1/8" A„ 090.118 HS) ° • HS D. 7118° LAMI. 3/18" A .090; 3(8 f 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. 37.000 x 38.375 48.000 50.625 54.000 80.000 83.000 1 +102 +1 2 1+102 +1 2 1+02 +1 2 1 +C2 +1 2 1+02 +1 2 1+02+1 2 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3I T+CZ 1 s-r rt.L t T+Ltre F. 7/18" LAMI - (3/18° HS,.090, 3/18" HS) G. 13/18° LAMI IG -1/8" OR 3/18' A ( MIN.), 8/18° OR 3/8° SPACE, 5/18 LAMI - (1/8° A,.090, 1/8" A) H. 13/16" LAMI K3 -1/8" OR 3/18° A (MIN.), 5/18" OR 3t8" SPACE, 5/18" LAMI - (1/8" A,.090,1/8• HS) I. 13/16' LAMI IG -118" OR 3/18" A (MIN.), 5116" OR 318" SPACE, 8/16" LAMI - (118 HS,.090,1/8" HS) J.13/18 LAMI 1G -1/8" OR 3/18 A (MIN.), 3/18" OR 1/4" SPACE, 7118 LAMI - (3/18° A,.090,3/18" A) K. 13116" LAMI K3 -1/8° OR 3/16" A (MIN.), 3118" OR 1/4° SPACE, 7 /16" LAMI - (3/18"A,.090, 3/18" HS) L. 13/18 LAMI IG -118° OR 3/18" A (MIN.), 3118° OR 1/4' SPACE, 7/18 LAMI - (3/18" HS „090, 3(18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLO4MNG DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAP & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9' MAX FROM CORNEA AND 221!2" MAX O.C. TABLE KEY: 0 1+102+1 3 1 +102 +1 3 1+{;Z +1 3 1+02+1 3 1 +( +1 3 1 +02 +1 3 1+02 +1 3 1 +02 +1 3 1+C2 +1 3 1 +02 +1 3 1+02 +1 3 1 +C2 +1 3 1+02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 - 1 +02 +1 3 1+03 +1 3 1 +02 +1 3 1+C2 +1 3 1 +03 +1 3 1 +02 +1 3 1 +02 +1 3 1+03+1 3 48.000 x 38.375 48.000 50.625 54.000 80.000 63.000 1+02+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+02 +1 3 1 +C2 +1 3 1 +02+1 3 1 +02+1 3 1+102+1 3 1 +03 +1 3 1 +102 +1 3 1 +02 +1 3 1 +03+1 3 1+102 +1 3 1+102 +1 3 1 +103+1 3 1 +102 +1 3 1 +102 +1 3 1 +103 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C3 +1 9 1 +03 +1 3 1 +102 +1 3 1 +03 +1 3 1 +03+1 3 1 +102 +1 3 1 +03 +1 3 1 +03 +1 3 1 +02 +1 3 1+03+1 3 53.125 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +102 +1 2 1 +C2 +1 2 1 +102 +1 2 1 +102 +1 2 1 +02 +1 2 1 +C2 +1 2 X 1 1 +02 +1 3 1 +102 +1 3 1 +03 +1 3 1+102 +1 3 1 +102 +1 3 1 +103+1 3 12+03+2 3 I- ANCHOR QUANTITY PER JAMB • HEAD AND SILL ANCHOR QUANTITIES 1+02 +1 1 +03+1 3 3 1 +02+1 1 +02 +1 3 . 3 1 +C3+1 1+03 +1 3 3 1 +02+1 1+03 +1 3 3 1 +02 +1 1 +02 +1 3 3 1 +03 +1 1 +03 +1 3 3 A CLUSTER OF ( CENTERED ON THE HE MEETING INti RAIL PLUS (2) ANCHORS AT OPERABLE AORS FIXED SECTION. (7) ANNCCHHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 1 +03 +1 4 1 +102+1 3 1 +03 +1 3 1 +03 +1 4 1+02 +1 3 1 +03+1 3 1+03 +1 4 1 +03+1 3 1 +04 +1 3 1 +03+1 4 1 +03+1 3 1+04 +1 3 80.000x 38.375 48.000 50.625 54.000 80.000 83.000 1 +02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1 +102 +1 2 2 +02 +2 2 1 +02 +1 3 1 +02 +1 3 2 +03 +2 3 1 +02+1 3 1 +02 +1 3 2 +03+2 3 1 +03 +1 3 1 +02 +1 3 2 +03 +2 3 1 +03 +1 3 1 +02 +1 3 2 +03+2 3 83/4 "MAX - ..1I.. -3 "MIN. 1+03+1 4 1 +02+1 3 2 +103+2 3 1 +103+1 4 1+02+1 3 2 +103+2 3 PILODUCFRSYI960 es complying with the Florida Building Cada _ _ " QZ i�li>4f11j : .! ' -- / /, 1 +03+1 4 1+03 +1 3 2 +04 +2 4 1 +03 +1 4 1 +103+1 3 2 +04 +2 4 9° REF. t i 1(I i 1 O 1 +03+1 4 1 +03 +1 3 2+04 +2 4 1 +03 +1 4 1 +03+1 3 2 +04 +2 4 X x 38.375 48.000 50.825 84.000 80.000 63.000 2 +02 +2 3 1 +02 +1 2 2 +02 +2 3 2 +02 +2 3 1 +02 +1 2 2+02+2 3 MTG. RAIL EXAMPLE CLUSTER 2 +02 +2 4 1+02 +1 3 2+03+2 3 2+02+2 4 1+02 +1 3 2 +03 +2 3 W/ QTY. OF (3) ANCHORS 2 +03+2 4 1+02 +1 3 2 +03 +2 3 2 +03 +2 4 1+102 +1 3 2+03+2 3 2 +03+2 4 1 +02+1 3 2 +03+2 4 2+03+2 4 1 +02+1 3 2 +03+2 4 (SHOWN IN TABLE KEY ABOVE) 2 +03+2 1+03+1 4 4 1+03 +1 1 +103+1 3 3 2 +104 +2 2+C4+2 4 4 2 +03 +2 2 +03+2 4 4 1 +03+1 1+03+1 3 3 2+04 +2 2+04+2 4 4 18 3/4" MAX' -• }� -11 /2° TYP I k-3" MIN. "�^ 74.000 x 38.375 48.000 50.825 54.000 80.000 83.000 2 +02+2 3 2 +102 +2 2 2 +102 +2 3 2 +(2 +2 3 2 +102 +2 2 2+02 +2 3. 2 +03+2 4 2+02 +2 3 2 +03+2 4 2 +103 +2 4 2 +C2 +2 3 2 +03+2 4 8' REF. i t i - n 1 1 O / rr�'' Si l� Lcla P.E. PE 639712 Swaru,al 2 +103+2 2 +03+2 4 4 2+102 +2 2 +03 +2 3 3 2 +103 +2 2 +104 +2 4 4 2 +03+2 2+03 +2 4 4 2 +102 +2 2+03+2 3 3 2 +103 +2 2+01+2 4 4 2 +03+2 4 1 +103 +1 3 2+04+2 4 2 +03.2 5 2 +03.2 3 2 +104 +2 4' RAIL WI QTY. OF (4) ANCHORS 2 +03+2 4 1 +03 +1 3 2+C�4 +2 4 2 +04 +2 5 2 +03+2 4 2+04 +2 5 EXAMPLE CLUSTER Assitbc be* 1 ' a "" .4WEnto CAP TOBE 7134+a DO #3UF/ NOTE ANCHORAGE SPACING OX AND XO WINDOWS uk , AU /M.HOPJZONTAL ROLLER WINDOW,IMPACT e°wadp F.IC Den 4nsror t 0 c�+orne #7D4&St crVAWESDueroaHaIORS4Paau IOT97ECHNOLOOYDRi'JE +:amrAa L*4216 P.O.Egx1829 NOKOlg8. FL 84274 - Rimed 11$ FIC Dable • 10117/16 **Imp 0 REW8EANCHORAG'EFORMAT HEAD 0/2.11,: FJC WC 22&0& oerr"ep ,L,t &S /tLCUJSTERS ads & vs I Vtt/bly Netter a,s,ar,at L�R71a ae,w NTS m.e r�rvw a° 10 R 11 4127 -10 D MIN. 3.4 KS1 CONCRETE 1x WOOD BUCK, NOTE 3 BUCK, E3 NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO 1 3/8" TAPCONS EMBEDED 1 3t9 MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 13/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 1/4 MAX. SHIM CONCRETE CHOR, OR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD S • •S (3r WOOD 1 /4" MAX. SHIM 1/4" MAX. SHIM 2. FOR WOOD APPLICATIONS IN MIAMI DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4" 8S4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER ISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. 1FijI CONCRETE I ANCHOR, —,, ANCHOR, - -- — f I i °. , MIN. E. D (HEa 8 SILL ' 1 NOTE 2 --- NOTE 1 TYP. 2x WOOD BUCK, NOTE 3 1x W BUCK, NOTE 3. 7 D DETAIL F TYPICAL FLANGE °. ME JAMB DNS OR INTERIOR AILS A, B, C, D, &H) AILSE,F &I) EXTERIOR, 0 CONCRETE ANCHOR, NOTE 1 WOOD ANCHOR, NOTE 2 1/4" MAX.- SHIM NAILING .131 DIA. MIN. x 2112" NAIL AT CORNERS AND 8° O.C. TYPICAL DETAILS 0, H & 1 pRotocrRsvzsED escomptyybg Florida Codo AcoeptaneeNo - •., • . ,. DODO t 1l -+X 4....1012.../ MIN. SEE NAIUNG 0.O Zo1 SEE NAILING TYPICAL • • " . • 1s . DETAIL D 3 DETAIL G (SILL) DETAIL I (JAMB) E SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS ,- qra- n'F`re 4f *: (it � ;crfib, +. rte`/ c. NOTE � ANCHORAGE DETAILS ttRiw 1 Half 11 « 11 4 412740 D ,Robert t . CMdc, P.Er • PR#30712 • SVuatorat