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WS-13-2805Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-204553 Permit Number: WS -12-13-2805 Scheduled Inspection Date: March 04, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: WILLIAMS, LEISA & MICHAEL Work Classification: Window/Door Replacement Job Address: 544 NE 106 Street Miami Shores, FL 33138 - Project: <NONE> Phone Number Parcel Number 1122310140200 Contractor: SUPERIOR REPLACEMENT WINDOW Phone: (305)256-1411 comments REPLACING 9 WINDOWS WITH IMPACT INSPECTOR COMMENTS False I March 03, 2014 For Inspections please call: (305)762-4949 Page 5 of 34 Inspector Comments Passed e Failed Correction Needed ❑ Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid March 03, 2014 For Inspections please call: (305)762-4949 Page 5 of 34 FROM :ALL–MOTORS2 FAX NO. :305-266-4555 Dec. 13 2013 02:48PM P1 CERTIFICATE pF LIAMILI I Y INSURANCE I DATE(Mai WYMI CE% THIS IFICAT SATE IS iSBUEp qS A MATTER OF INFORMATION ONLY ANp CONF S NO Rl6tfTS UPONFRE CERTIFICATE HOLDE 1 THIS '— CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, XTEN OR BLLOW TMS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE CONTRACT BETWEEN E Ij+STHE COVERAGE p NAFFguRER SY E POLICIES REPRESENTATw OR PRODUCER, AND THE CERTIFICATE HOLDER. AIITHORI2ED IMPORTANanaT_ conditions Lha . e ►roon Ain poll lem INSURED, the PcllCY(letI MUSt bo a NWaoiL SUBROGATION IS WA Vtp, .subject to the t eat hol erInlo of the Donor, certain poncie: may re an endorsement. A statement an this certificate amm not confer rights to the n` teltlticate holder In Ileo or such e►rdarsemerlt(s►. PRODUOM - CANT/� SALAS Au Motors Inaurarlce GONZALO 7381 Bird Rd. PttdN a. e�rt (3 26-5080 NoE 1 )298 4555 Mlemi, FL 33155 attntotc�st�ao®soI rnm INSURED `"" ""'° INSURRR A: ASCENDANT COMM�RC►g11NsURANCE INC Superw Replacement WMdow & Door, Inc INSURER p : 14250 SW 136 STRAY 11113 INS R O INSII Miami, FL 33186 305 INSURER E! UCKTIFICATE NUMBER: THIS 18 TO CERTIFY THAT THE POLIgEg OF INSURANCE LISTED BELOW HAVE BEEN ISSUED To THE INSURED N ort TH' E pOLIC P1f�R10D INDICATED. NOTW(THSTANDINo ANY RE4UIREkENT, TERM OR CONDITION OF ANY CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFO CONTRACTOR OTHER DOCUMENT WrfH RESPECT TO WH EXCLUSIONS AND CONDITIONS OF SUCH Pou RILED BY THE POLICIES DESCRIBED HEREIN IS SUB,tECT TO ALL THIS CIES. LIMITS SHOWN MAY HAVI? BEEN REDUCED BY i►AID CLAIn�L�s. 7 Hf; TERMS, F..E. TYPE OFN$URANCB AnneL LIABILITYMMERCIAL GENERAL UABILITY CLA MMMADE ❑OCCUR GREGATE LIMB APPLIES PER: ICY ❑ P PWLE LIAFtIUTYAUTO9�E SCHNEsDULED D AUTOS AUT SbvNEp RR J A UAB ❑�Cl1R . UAB I� ,....� ... AND YIN 1A GL-38MO-2 11/09/2013 11I/M014 DmCRIPTION OPOPRRAT101" / LOCATIONS I VEIMES (Aft0h AMD 701, Addltlonal ftmarks WINDOW AND DOOR REPLACEMENT/ INSTALLATION u�' N�OYs S re r"ulrod) CERTIFICATE MIAMI SHORES VILLAGE 1 OM NE 2 AVE MIAMI SHORES, FL 33139 ACORD 26 (2010106) QF P6R90NA1 &ADV INJURY ( CTENERAL AaGREOATE _g PRODUCTS. COMP/DPAM $ S (� I SINGLE LIMrr BODILY INJURY (Per pehwn) $ _BODILY INJURY (Per acoldeNJ g a cl GE S EACH occURRENCI $ A�4GREGATG $ T RVSTA$_ OTH- E.L• EACH ACCIDENT c SHOULD ANY OF THE ABOVE DESCRIBED POLICIES EM CANCELLED BEFORE THE "PlRAT(ON DA'L'E THEREOF, NOTICE W M BE DELIVERLO IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED RMONE ENTATIVE ®18911-20 CORD CORPORATION, All rights reserved. The ACo a and logo am registered marks of ACORD Miami Shores Village Building p De artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No!A-1i, Permit Type: BUILDING ROOFING C - ,-1 JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Phone#: Address: 7 ( AfE 1 L, s�— City: �/$do v a�a_ e`�� State: EL Zip: Tenant/Ussee Name: Phone#: Email: CONTRACTOR: Company Name: Address: Cit Qualifier Name: State Certification or Registration #:_71,� i;i /� Certificate of Competency #: _ Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: L12 J�r' Type of Work: ❑Addition ❑Alteration ❑New )dRepair/Replace ODemolition Description of Work: Color thru tile: Submittal Fee $ ,fi �� f' d Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absee of s h osted notice, the inspection will not be approved and a reinspection fee will be charged. � ` Signature b-� �, \� Signature � _� � � ��✓��!� � Owner or Agent Contractor a i The foregoing instrument was acknowledged before me this /Lf The foregoing instrument was acknowledged before me this day of , 20 0, by i t e h z �-� %� day of — 20, by 0` , who is personal known to me or who has produced who is�ers��ly known o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: v C My Commission Exp APPROVED BY oft ape` Notary P::blic State of Florida ? Christopher P KeNey oa my Commission EE 193335 aPpd" Expires 05121/2016 a s /` �o/✓S Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Sign: Print: My "VARA MY GOMM&cWN i EE 1t0 �vmmvq• Mav 12.2016 166320 2016 Zoning Clerk --"-SRWQ�c. State Certified Glass & Glazing Contractor #SCC131151253 Dere County Licensed Glass & Glazing Contractor #03BS00463 ESTIMATE Superior Replacement Window & Door, Inc 14250 SW 136th Stree4Bay #13 Miami, Florida 33186 Mobile: 954.837.3312 Office: 305.256.1411 www.srwindowanddoor.com ® (t)RIRE n$ 8 DOM RTWinGuard' � C v f STRONGER eco window systems WINDOWS CUSTOMER NAME: MICHAEL WILLIAMS 544 NE 106TH STREET MIAMI SHORES, FL. 33138 786-877-4439 Date Estimate No. Sales Rep. Terms Project 11/03/13 14 Peter Malcomson 50/25/25 Item Description Quantity Rate Amount WINDOWS ARE MANUFACTURED BY PGT INDUSTRIES -7/16 GLASS USED THROUGHOUT.SOLAR BAN 70 XL (LOWE-366 -CLEAR) USED ON THE 3 WINDOWS FACING WEST.PLEASE NOTE FRENCH DOOR IS THE BETTER 750 SERIES, NOT THE PGT 101 SERIES.SILLS COST REMAINS THE SAME FROM PREVIOUS QUOTE AS DOES FRONT ENTRY DOOR COST. IMPACT HORIZONTAL WINDOW LOCATION - MARK 2- HALLWAY- PGT 1 376.00 376.00 WINDOWS -37 X 39 LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 175.00 175.00 HAVE BEEN INCLUDED IMPACT HORIZONTAL WINDOW LOCATION - MARK 3 - BDRM # 1 -PGT - 1 478.00 478.00 WINDOWS 37 X 51 LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 175.00 175.00 HAVE BEEN INCLUDED Customer Approval: Total Customer Name: � f Signature: Page 1 LD LJ -, -�> (a ("- Page - i\G\ i V. V, CM SRW & D, Inc. State Certified Glass & Glazing Contractor #SCC131151253 Dede County Licensed Glass & Glazing COntractor #038S00463 Superior Replacement Window & Door, Inc 14250 SW 136th StreetBay #13 Miami, Florida 33186 Mobile: 954.837.3312 Office: 305.256.1411 www.srwindowanddoor.com ESTIMATE �ME W a�tsIsraat roams a sooas n�&Guard .� STRONGER eco window systems REWINDOWS ` CUSTOMER NAME: MICHAEL WILLIAMS 544 NE 106TH STREET MIAMI SHORES, FL. 33138 786-877-4439 Date Estimate No. Sales Rep. Terms Project 11/03/13 14 Peter Malcomson 50/25/25 Item Description Quantity Rate Amount IMPACT HORIZONTAL WINDOW LOCATION MARK 4 - BDRM #1 -PGT - 1 644.00 644.00 WINDOWS 53 X 51 LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 175.00 175.00 HAVE BEEN INCLUDED IMPACT HORIZONTAL WINDOW LOCATION - MARK 5 - BDRM #1 - PGT - 1 505.00 505.00 WINDOWS 37 X 51 (W/ SOLARBAN 70-LOWE-366) LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 175.00 175.00 HAVE BEEN INCLUDED IMPACT HORIZONTAL WINDOW LOCATION -MARK 6 - BATH W/ WHT. 1 430.00 430.00 WINDOWS INTERLAYER & SOLARBAN 70 - PGT - 37 X 39 LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 175.00 175.00 HAVE BEEN INCLUDED IMPACT HORIZONTAL WINDOW LOCATION - MARK 7 - BDRM #2 - PGT - 1 505.00 505.00 WINDOWS 37 X 51 W/ SOLARBAN 70 LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 175.00 175.00 HAVE BEEN INCLUDED IMPACT HORIZONTAL ` WINDOW LOCATION - MARK 8 - BDRM # 2 - PGT 1 644.00 644.00 WINDOWS - 53 X 51 Customer Approval: Total Customer Name: Signature: 1��- ' �`�-- Date: Page 2 r 0*,*4 A) a .c . & D, Inc. I I L= State Certified Glass & Glazing Contractor #SCC131151253 Dede County Licensed Glass & Glazing COntractor #038500463 ESTIMATE Superior Replacement Window & Door, Inc 14250 SW 136th Street,Bay #13 Miami, Florida 33186 Mobile: 954.837,3312 Office: 305.256.1411 www.srwindowanddoor.com ' Y1e ISm�oaws a NOIS L�TWMGuard'��---OSTRONCERe co window systems WINDOWS,: CUSTOMER NAME: MICHAEL WILLIAMS 544 NE 106TH STREET MIAMI SHORES, FL. 33138 786-877-4439 Date Estimate No: SalesRep: Terms Project 11/03/13 14 Peter Ma/comson 50/25/25 Item Description Quantity Rate Amount LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 175.00 175.00 HAVE BEEN INCLUDED IMPACT HORIZONTAL WINDOW LOCATION - MARK 9- GRANMA'S RM - 1 505.00 505.00 WINDOWS PGT - 37 X 51 (W/ SOLARBAN70-PGT) LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 175.00 175.00 HAVE BEEN INCLUDED IMPACT HORIZONTAL WINDOW LOCATION - MARK 10 - FRONT RIGHT 1 987.00 987.00 WINDOWS OF DOOR - PGT - 74 X 63 LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 250.00 250.00 HAVE BEEN INCLUDED PERMIT PERMIT APPLICATION, CITY MUNICIPALITY FEES 500.00 500.00 NOT INCLUDED.THIS IS DETERMINED BY THE CITY AT THE TIME PERMIT IS SUBMITTED. TAX TAX ON MATERIALS ONLY 355.25 355.25 ANGIE'S LIST DISCOUNT ANGIE'S LIST DISCOUNT- GIVEN TO MICHAEL 0.00 0.00 AND CAN BE TAKEN AT SIGNING <$250.00> Customer Approval: Customer Name: n 4144 irgnature:))� F�l�) _ Date: Page 3 Total $7,579:25 Superior Replacement Window & Door, Inc 14250 SW 136 Street Bay # 13, Miami, Florida 33186 License: 03 BS00463 , SCC 131151253 Tel. (305) 256-1411 email: jamieschafferl @yahoo.com Required legal disclosure (in 18 point bold type): ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUB- CONTRACTORS, SUBSUBCONTRACTORS OR MATERIAL SUPPLIERS, OR NEGLECTS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR,YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUB- CONTRACTOR MAY HAVE FAILED TO PAY. FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT WHENEVER A SPECIFIC PROBLEM ARISES, YOU CONSULT AN ATTORNEY. Sales Contract page 1 of 3 Client Initials Superior Replacement Window & Door, Inc 14250 SW 136 Street Bay # 13, Miami, Florida 33186 License: 03 BS00463, SCC 131151253 Tel. (305) 256-1411 email: jamieschafferl @yahoo com General Contract Terms: 50 % deposit on materials, tax & permit processing fee required to initiate order. * Materials balance is payable COD (personal checks ok) upon delivery of job materials to jobsite. Balance of materials, tax & permit fee must be paid in full prior to commencement of installation. * 75% of Installation fees are payable upon completion of installation, with progress payments due on Fridays. * 25% of installation fees are payable upon passing building department final inspection, with the exception if client's and (or) homeowner's other construction or improvement projects prevent SRW & D, Inc. from calling inspection immediately,then payment in full is due upon SRW & D, Inc. completing the work pursuant to this contract. * All windows and doors are custom made to order whether or not they may be a "standard" size. * Deposits for custom window & door orders are non -cancelable and non-refundable once the order has been executed with the manufacturer and a sales order acknowledgement has been issued. Orders cancelled for any reason prior to issuance of a sales order acknowledgement will be subject to an administrative fee in the amount of 15% of the total contract amount. * Upon signing the sales contract, the customer represents that they are either the owner of the subject property or the general contractor authorized by the owner to place the order. * Order is sold & shipped FOB Miami, FL. * Lead time estimated to be 6 - S weeks for delivery of materials, 5 days for installation, stucco touch-up & cleanup. * Customers will be notified in advance of the delivery date, and will be given a reminder 24 hours before the delivery. * Customers are expected to accept (receive) delivery and pay any outstanding balance owed on their designated delivery date. * Customers who fail to receive (and pay for) the merchandise ordered pursuant to this contract on their designated delivery date will have their merchandise immediately transferred to a third party warehouse. Merchandise transferred to a 3rd party storage facility will be subject to a minimum handling fee of $250.00, and storage fees in the amount of 10% of the contract amount shall accrue monthly. All unpaid balances (including installation fees) shall accrue interest at 2% per month or the highest legal annual percentage rate. Check(s), Credit Card or Finance charges disputed for any reason, will result in a lien being filed on the subject property. All costs of collection involved shall be paid by the customer including reasonable attorney's fees. In the event of litigation between customer & SRW & D, Inc., the prevailing party shall be entitled to recovery of all attorneys fees and court costs. * Title to materials delivered and or in storage pursuant to the customer's order shall remain in the name of S R W & D, Inc. Until same is paid in full and the customer waives all right to homestead and other exemption under State Law applicable. * Due to the custom nature of the product, lead times are estimated and cannot be guaranteed. * SRW & D, Inc. shall not be responsible for any delays in deliveries or installations resulting from strikes, labor difficulties,fire or any other casualty or cause beyond its control and as such shall not be responsible to pay any fines , late fees or costs related to job timing. * Local delivery charges may apply. Freight and (or) delivery is not included unless specifically noted above. Sales Contract page 2 of 3 Client Initials Date SII a Superior Replacement Window & Door, Inc 14250 SW 136 Street Bay # 13, Miami, Florida 33186 License: 03BSnO463 SCC 131151253 Tel. (305) 256-1411 email: jami chhaff .re 1 @yahoo corn General contract terms continued: *Contract price does not include permit or inspection fees, windload analysis, site specific engineering or architectural drafting, unless specifically noted above. Installation is only included when specifically quoted and described by line item(s) in the description section of the quote # referenced above. SRW & D, Inc. will not be liable for any cost of site specific or other engineering cost incurred for any reason. Customer acknowledges that they have received a copy of product warranty and agree to be bound by it's terms. If customer is not the end user, Customer agrees to forward a copy of the warranty to the end user. Payment of materials and labor may not be withheld due to incomplete warranty work. Any damage to the merchandise from handling in delivery must be noted in writing on the delivery packing list. Any apparent defect or discrepancy must be reported in writing to SRW& D, Inc. within 1 week of delivery. Customer acknowledges that any warranty work will be performed by the manufacturer's designated repair crew, not SRW & D, Inc. SRW & D, Inc. does not independently warrantee products it does not manufacture. Labor performed by SRW & D, Inc. is guaranteed for 1 year, with the exception that SRW & D, Inc. is not responsible for any substrate and or construction materials failures that may cause leakage. Although care is taken to minimize damage to surrounding finishes, SRW & D, Inc. shall not be responsible for damage to walls, floors, sills, tiles, countertops, window treatments, awnings or alarm systems caused by the removal and or installation of windows, doors or shutters.Paint, stucco, plaster, drywall or any other finish repair is only included in this contract if described in the attached quote above.For new construction jobs, woodbuck & perimeter caulking is by others. SRW & D, Inc, will not be responsible for any structural deficiency that prevents a passing window or door inspection, such as concrete cells that may not be filled or wood frame walls that are not up to current code. If any unforseen condition arises during the removal and or installation of windows and or doors pursuant to this contract that could not have reasonably been detected prior to estimating the cost of the job and such unforseen condition necessitates additional construction materials and or labor to finish the job, SRW &D Inc. will notify the customer in writing. Upon customer acceptance of any necessary additional costs, customer agrees to reimburse SRW & D, Inc. for such materials and additional labor, which may include additional overhead and a reasonable profit. *If an unforseen condition arises that requires structural work beyond the scope of SRW & D, Inc.'s license, SRW &D, Inc. will notify the customer in writing within 7 days and work pursuant to this contract will stop until such structural deficiency is rectified by the homeowner. Such stoppage of work shall not constitute contractual default by SRW &D, Inc. If your home was built in or prior to 1978 and if lead contamination is found, EPA regulations stipulate compliance with lead -safe work practices as relates to preparation of the work area and cleanup. If lead -safe work practices are required for your home, additional fees will be applicable to your contract which include payment for lead containment & clean-up materials, additional labor & overhead costs, plus a reasonable profit. Refer to h_ttp7//www.epa.gov/lead/pubslrenovaterightbrochu[e odf 'It is the responsibility of the propertyowner and (or) customer to make her/himself available for permit inspections. If SRW & D, Inc. is cited for an expired permit due to propertyowner's and (or) customer's failure to be present for required inspections, propertyowner will be liable to reimburse SRW &D, Inc. for any resultant fines and miscellaneous costs incurred. It is the customer's and (or) homeowner's responsibility to inform SRW & D, Inc. in writing within 72 hours of contract signing if the property where work is to be performed and (or) products to be supplied is historical. In the absense of such notification, SRW& D, Inc. shall not be responsible if windows and doors sold pursuant to this contract are not in compliance with local historic building codes. SRW & D, Inc. may at it's sole discretion, unilaterally withdraw from and cancel any contract where historical status was not disclosed. Correct usage of historic windows & doors is to be determined by an architect or engineer, check with your building department. ` Hardware for French or entry doors is not included in the cost of the doors. For All other types of doors, if hardware is included it will be specifically noted in product brochures or technical specifications available from the manufacturer. SRW & D, Inc shall not be responsible for any other hardware not specifically included and noted in the contract or quote referenced above. ` Change orders: Change orders will only be accepted at SRW &D's option after customer sign off on the sales contract. • Misplaced permit documents or any part thereof shall be charged in full as for a new permit at the rate of $650.00 • This is the whole contract. No verbal discussions nor alleged salesman's promises will be honored unless specifically stated herein. Acceptance of this contract is subject to review by an officer of SRW &D, Inc. Purchaser's signature: WAN4, Date: /�/ �3 James C. Schaffer President, SRW & D INC:::1L, --Date Sales Contract Page 3 of 3 Homeowner Michael Williams Comments Property address 544 NE 106th st, Miami Shores, FI, 33138 0 ITY CD 4�b —1 O Miami Shores Village APPROVED BY DATE ffw X N / ZONING DEPTupy 0 6 BLDG DEPT �G° a) CD SUEJECT 1"O CCDdPI_�`TICE WI'R-1 All FE ERAL c W STATE ANL)Ur ISN', `f ri LZS AND REGULATIONS w g (D � Area of work v* Cn 3.0 n `� „ � w-0 ® Door O w—Q C go 0) 0 � N CIO 90 n/a N v O 4 Front Door Door n/a n/a O O Garage Door N CD S — R i N ® o o cin j 0 CIOJj N/A For Window/Door type, vdimensions * calculated DPS see attached chart Contractor: Homeowner: SRW & D, Inc. Michael Williams 14250 SW 136th Street, Bay # 13 - Miami, F133186 544 NE 106th st, Miami Shores Fl, 33138 Tel: 305-256-1411 Lic. 9 0313S00463, SCC131161253 Mark Window / Door Type Approvals Width Height DPS (+) DPS {-) 1 PGT-HR710 Aluminum Horizontal Sliding Window NOA # 11-1114.04 37 383/8 75.0 75.0 2 PGT-HR710 Aluminum Horizontal Sliding Window NOA # 11-1114.04 37 505/8 75.0 75.0 3 PGT-HR710 Aluminum Horizontal Sliding Window NOA # 11-1114.04 531/8 505/8 75.0 75.0 4 PGT-HR710 Aluminum Horizontal Sliding Window NOA # 11-1114.04 37 505/8 75.0 75.0 5 PGT-HR710 Aluminum Horizontal Sliding Window NOA # 11-1114.04 37 383/8 75.0 75.0 6 PGT-HR710 Aluminum Horizontal Sliding Window NOA # 11-1114.04 37 505/8 75.0 75.0 7 PGT-HR710 Aluminum Horizontal Sliding Window NOA # 11-1114.04 531/8 50 518 75„0 75.0 8- PGT-HR710 Aluminum Horizontal Sliding Window NOA # 11-1114.04 37 50 518 75.0 75.0 9 PGT-HR710 Aluminum Horizontal Sliding Window NOA # 11-1114.04 74 50 5/875.0 75.0 72 615REF.#: w 13-86 Date: 12/5/2013 9 � �° E N G C O, inc. Contractor Superior Window/Door Replacement�� Engineering Services - CA 8116 14250 SW 136 Street Bay 13 Miami, FL - 33186 5595 Orange Drive Suite 201 Job: Williams Residence Davie - Florida - 33314 544 NE 106th Street Tel: (954) 585-0304 Fax: (954) 585-0305 Miami Shores, FL 33138 Email: Engco@AOL.com ----- - -- ., Wind Load Calculation-forComponents and Cladding under ASCE/SEI 7-10 (chapter 30) Florida Building Code 2010 1Mean Roof Height (MRH) 15 _ Feet Low Rise: Buildings with MRH<= 60' and MHR <= B I C/addin Elevation 15 Feet_ €Minimum Width (B) M 45w Feet F Roof Slope o hoof slope <R 10 degrees Roof Slope Reduction Factor ... 1.00 Basic Wind Speed 175 mph Use Figure 26.5-1A or FBC 2010 Risk Category: II Exposure ..._ C...a_.�.,�_..,� Zg ..._.�.�...�,.�..::�.�,..�...____..: (Section 26.7) 9.5 900 Exposure C Open terrain with scattered obstructions height less than 30ft. Open country, grasslands— Building Type Enclosed rasslandsBuildingTYPeEnclosed .�.�....�...�_. �....�......�.�....-....�.....�..��...... (Fully and Partially Enclosed ,- Section 26.10) r Kd -Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 KZ -Table 30.3.1 _.. ._..._._.0.85......_.�..._.._..__...._........._.�.m��.. r._........ _.. _ ..._.._.._..... �� _ ......._._ _ ._. Kh - Table 30.3.1 0.85 KZt Section 26 8 1.00 To be used when hill height H >= 15�_m Veloaty Pressure (qz) 5657 Psf qz=0 00256. Kz . Kzt Kd V^2 Section 30.3 2 Veloctt�f Pressure (qh) 56 57 Psf qh 0 00256. Kh . Kzt Kd V"2 Section 30.31 nq tt, Tributary Area GCi (( Int Pressure) A 018 018 _ section 26.11 jGCp (Ext Pressure) ozone 10 'NN re, 30 4-1 (walls) _ zone 5 ± _ 1.00 zone 5 X1 40 positive ' negative Wind load Psf PsfWiPsf nd load combination factor 0.6 -0.6 _ zone 4 1 40.1 -43.4 zone 5� 40.1 53.6 m Zone 5 for units located less than 54" from building comers I End zone (a) 54INCHES Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE —,� ,---- — WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. 12/5/2013 Sheet W 1%1 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL .,.,R.. ....:.,.......�n�, .-....m. ........wo AA .,.,,,,�...:,,.�...�..� MIAM WD MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26'x' 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 OA i i de. PGT Indnstries, 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 in Bpi sl�oriz+ta1 Slidtnrir.,R, __--_—T� APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets i through I 1 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. XMI LE IMPACT RATING: L =ancl all ss I R ist 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 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. FA �FAifawgu $ 1'L Expiration Date: December 21, 2016 Approval Date: February 16 ,2012 012 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subnnitted under NOA's No.'s 07-0815.09 and 06-0405.06)G:::::.� 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 PGT Industries, Inc., dated 02/01/2012, 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. -FT"330, 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 NDA 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 Na. 06-0405.06) Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries. Inc. E OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. 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 Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29!2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NDA No. 11-0630.02) 5. 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. (Subrniaed under previous NOA No. 07-0815.09) .iaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 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. 06-0405.04) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal. Roller Window - L.M.I.", approved on 08/18t2011 and expiring on 12/21/2016. Jaime D. Gascon, Product Control Section Supervisor NOA Na 11-1114.04 Expiration Date: Deceimber 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 21. FOR INSTALLATION ABOVE 30 FT, GUM TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. AWM@ffAM CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. S. 51W LAM1 CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF V81 HEAT STRENGTHENED GLASS WITH A.= DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM P VI3 INTERLAYER C. BMW LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 711W LAW CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E- 710' LAM CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER F. 718' LAMI CONSISTING OF (2) LITES OF 318" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PVB INTERLAYER G. 13/15' LAMI IG: (1) LITE OF 1B1 OR 3118' ANNEALED (MIN.) GLASS, 5118' OR 318' AIR SPACE AND 518" LAW CONSISTING OF (2) LITES CF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER H.1318' LAMI IG: (1) LITE OF 1181 OR 3118' ANNEALED (MIN.) GLASS, 5118' OR 318" AIR SPACE AND 515' LAW CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF U81 HEAT STRENGTHENED GLASS WITH A.090 DUPONT SUTACRE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. 1.13118" LAMI IS: (1) LITE OF 1/81 OR 315' ANNEALED (MAN.) GLASS, Bd18' OR 3181 AIR SPACE AND 518' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM PVB INTERLAYER J. 1311W LAMI IG: (1) LITE OF 118" OR 3!181 ANNEALED (MIN.).GLASS, 31W OR 1/4" AIR SPACE AND 7115' LAMI CONSISTING OF (2) UTES OF 318' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER K 131181 LAMI IG: (1) LITE OF U8" OR 3/18" ANNEALED (MIN.) GLASS, 318" OR 1/4' AIR SPACE AND 7181 LAM] CONSISTING OF (1) LITE OF 318' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .0W DUPONT BOTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L. 13/181 LAMI IG: (1) LITE OF 1/81 OR 3/10" ANNEALED (MIN.) GLASS, 3161 OR 1/41 AIR SPACE AND 718' LAMI CONSISTING OF (2) LITES OF 318" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: QLC XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -W- B. POS]TNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-42. 4. ANCHORAGE: THE 33113°/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS BTHROUGH 11 FORANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-48M FTL-4N9 AND FTL-M. ELCO TEXTRON NIDA: 040721.01, 03.0226.06 ANSUAF&PA NDS -2006 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE OM44 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. D 1BCHNOLCDY ORNE v...r�crvr- a iv r r..v rroXonas. FL aarre ALUM HORI2QMAL ROLLER WINDOW 1 P.O. BQX im a � MKOM'R ' HMO NTS 1 s 11 4127-10 NOA DRAWING MAP SHEET GENERAL NOTES....».«....1 GLAZING DETAILS»..«»....2 DESIGN PRESSURES....«.3 ELEVATIONS .. . .. . ...... . . .. 4 VERT. SECTIONS ............. 6 HORIZ. SECTIONS ...... «.... 5 PARTS UST..................... 8 EXTRUSIONS.---_.. 7 CORNER DETAIL..»..««.... 6 ANCHORAGE.»........«...«.. 8-11 RBVMW 8 wIh Aro Aida C IM NOM. Ur NOM. C] EXTERIOR INTERIOR GLASS SITE O GLASS 817E (ALL SECTIONS) 80,61,62 51 83,64,85 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER IV ANNEALED OR HEAT STRENGTHENED GLASS 8118" NOM. 21 I STRENGTHENED GLASS IT PVB INTERLAYER 'STRENGTHENED GLASS OR TEMPERED GLASS 131160 LAMI IG GLASS W/ 5/16° LAMI 3118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 7/180 LAMINATED GLASS 112° NOM. GLASS SITE 72,73,74,75,78,77 3116° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVS INTERLAYER 3118` ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 311W OR 114" AIR SPACE 1/S" or 3118° ANNEALED OR TEMPERED GLASS Qp 13/16° NOM. 13116° LAMI IG GLASS W/ 7116° LAW AFOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. NOKOMIS. FL 34M P.BQXR34274. 1828 NOKOMIB, UM HORIZONTAL ROLLER WINDOW, tm�to F1di 2 d 11 r 4127-10 PRovUCTRBVmm =Qom,IyhmwkhdwL4odm bamw " **,', N.( LYNN kl" ''iii No, 58705 •. Lu� i�'�••, STA N7 A. LYWliliU RE P.EB 88708 TABLE 1. XOX (114,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE W. 36" 38 318" 48" 80 818" S4" 8D" 63" 84" A,B,G,H +60.0 -60.0 +600 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 g6" A,B,G,H +60.0 -80.0 +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 1063/8- 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 -62.3 FOR INSTALLATION IN THE HVHZABOVE 30 FT GLASS TYPES G- L SHALL HAVE A TEMPERED LG. GLASS 108" A,B,G,H +6D.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +59.7 -51.7 111" A,B,G,H +60.0 X0.0 +60.0 60.0 +60.0 bb.0 +60.d 60.0 +60.0 6tL0 +59.5 -59.5 +53.6 -53.8 +50.9 -b0.9 UP TO 111" C,1 +60.0 -50.0 CAP. BOTH THE DP AND ANCHOR MAIN UP TO 111" J,K L' +75.0 -76.0 UNCHAMED.D. TABLE 2. XOX (113,113,113) 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 83" TO 86 7116" A B,C, G,H,I +60.0 -80.0 TO 88 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 2•' 36" 4 315 48" 0750 618" - -- 84" W. 63" - 6 A,B,G,H +76.0 75.0 +75.0 -75.0 4 . - - 75.0 -75.0 #T5. =75U; +75.0 75.0 +75.0 75.0 +75.0 -75.0 Or A,B,G,H +75.0 75.0 +75.0 -75.0 +76.0 -75.0 1 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +74.2 -74.2 +702 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +69.6 49.6 +65.2 -65.2 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 a5 +75.0 -7b.0 +68.1 48.1 +83,8 -83.8 �+�+ A4C� {No XIL UP TO 74" �'DK'i' +75.0 -75.0 i C miwd e GLASS TYPES: TEST REPORT FTL-4658 Q=Q, FTL-4859 (OX &)(0) AND FTL-5330 _ --,-- = .:0;'118" Xi--, G. 13116" LAMI IG-9!8" OR 3/1 WA (RAIN.), 5/16° OR 3/8" AIR SPACE, 5116" LAMI - (1/8"A, .090,1/8"A) B. 5116" LAMI - (118" A, .090,118" HS) H. 13116" LAMI I0-1/8" OR 3/18'A (MIN.), 5/18" OR 318" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) C. 6/16" LAMI - (118" HS, .090,1/8" HS) I. 13!16" LAMI IG-1/8" OR 3116"A (MIN.), 5116' OR 3!8" AIR SPACE, 5/18" LAMI - (1/8"HS, .090,1/8"HS) •`�Ip�� Ns z� D. 7118" LAMI - (3!16" A, .090, 3116" A) J. 93118' LAMI IG-118" OR 3116"A (MIN.), 3118" OR 1/4' SPACE, 7/16" LAMI - (3116"A, .090, 3/18"A) E. 7/16" LAMI - (3(16" A, .090, 3118" HS) K. 13116" LAW G-9/8" OR 3/16"A (MIN.), 3118" OR 1/4" SPACE, 711W LAMI - (3116"A, .090, 3H6"'HS) * : hyo• `�8�5 F. 7196" LAMI - (3/18" HS, .090, 3/16" HS) IL 13118' LAMI IG1/S" OR 3/16"A (MIN. 3/16' OR 9/4" SPACE, 711(" LAMI - (3/16°HS, .090, 3/18'HS) ; I.L I arcs Ju lOH7H9 E P10CHANGETl63T 9�NGOKOWSS DESIGN PRESStiRESj(. � '•. gTAfEof : �� "'.. D ADDEDIGCAPTD6E +SDFTK0TE tRE__ cmrEc,�a.FJNOPTION&UPDATEASME13047RDPO vo.sgxion ALUM.HORIZQNTALRQLLE IMPACT�"',, 9/pNA\-ox�ns,LM4 aLi mu* e.Fx J.,I. 3/29/06 V&bjy &mr "- ft- "e '" "°R #a" NTS 8 0 11 41$7-90 E v.E9 ae7a 27 318" 27 318° 27 318" MAX. DLO 54 8/18° MAX. DLO FUCED MAX. DLO MAX OLO VENT VENT FIXED D D B B B ` _ x X X �— 110" MAX WIDTH I.F. FRAME 7/18° MAX WIDTH I.F. FRAME—� 111" MAX WIDTH FLANGE FRAME _- :ry 8 7H5" MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/3-1/3-1/3) NOTE: 33 8/18" MAX• 33 SM6' MAX, 1. SEE SHEETS FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT T _ SW MAX SEALANT OR GASKET FLANGE AT HEAD AND S[LL A A FRAME ALL 15 CONFIG. MAX / AL MAX DLO ALL DLO ALL — — 1 b I F. FRAME rxoDucyRD FD(EV / VENTS 52"MAX as ykgVAIIa LITES ALL Floft O X I.F. FRAME AA woe No �,Q¢ CONFIO.�- I n4t�,d 1 13 FLANGEFRAME ,I LYNN /y�,,��i�� .. 77 MAX. WIDTH I.F. FRAME VIEW D-D�GENSF i 74" MAX. WIDTH FLANGE FRAME 1 * No. 58705 _ (FRAME CORNER CONSTRUCTION) - J. dL 1Wt7M4 E wclWd> 7/r�sl r E EVAnOAtS =��'STJ tv� F 40 GW" D W � 9B7N W.FL3 T �• '-,°'C�S•.tLOR,c (�?: FJL 4/t6�1 c P.O. eqx ism ALUM. WWONTAL ROLLER WINDOW AWPACT PIOA CUM. FL 34274 eiCrdtlbEl�! 6a1e ase RrIV ti L b7e.7iK P.fl Fi ml— w ,4 am 7—d i&7P10 NTS 4 1f 4!2>tf0 Peoee7os MAX. I HEIGHT FLANGE FRAME MAX OMRFOR - —�) I-- MAX. FIXED DLO ---I I- MAX. VdIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) �- MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH O.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) MAX. VEKT DLO 10 ALUM i n i0 6 �` ��•• �ceNs�'•• ;F�p �� 10 SECTION C -C 42 SILL HEAD ' * No.56To5 (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) Qom a I !1l :Lug J.J. 90/47!14 E 11fOCHANSETl SM41T Vis, �p0 '• STA OF _� 1070TEGW40=YORNE �i ��•'• FLORIOA.•'`�j�� JR 1 O iHl99l NOKON�. PL9}278 P tW i tS \ �` v a �}x 4cm ALUM. HORIZONTAL ROLLER IMNImW IMPACT 'li,S/++0�� NA%- %%,, Fit AWMMM%FffiffflAW NOxOk00.R.3 4 EB1P YIUI t¢`L1B`b 4iE�944 A44048 VIEVY� YLsl6lyBeam7 484790 /' F S a 11 4427-40 E AL REj�706 pX- AL 1 64137 AL 1 64131 6063-T5 AL MM DWGB RLVI DESCRIPTION I MAT'L PGM 66 GLASS 13/16° 1AMII0.1/8-A NMI 3/8 -AIRSPACE 5116" 1AMI 1/8"A .090PVB 1/8-A 67 ° 13/16" LAMI 10-1/8"A 00.1 3/8° AIR SPA 5/16" LAMI 1/8"A 090P 118"HS 68 13/16"JAA41IGII84A W.1 3/8-AIRSPA 5/16 LAMI 1/8°H5,.090P 1/8"H3 69 " 13116" LAMI10.3/16-A IN. 5116" AIR SPACE, 5116" LAMI 1/8-A,.090 PVEI, 1/8-A 70 13/16" LAMI n3/16"A IN. 5/16" AIRSPA 5/16" LAMI 118°A, .090 1/8" 71 13116' LAM 1&3116"A IN. 5/16" AIRSPACE, 5/16"LAMI (1/8-HS,.090P 1/8"HS 72 - 13116° LAM] 10.118"A MIN. 1/40 AIR SPACE, 7/16" LAMI 16°A, A90 PVBs 3/16"A 73 " 13/16° 1AM11111/8"A (MIN.1 MP AIR SPA 7/16" LAMI /16-A .090P 3116" 74 13/16" 1AM110.1/8"A IK 1/4" AIRSPACE, 7/16- LAMI 16-14S .090PVB,N16-HS 75 13116" 1AMIG3/16-A .3116" AIRSPACE, 7/16" LADG 16-A .090P 3/16"A 76 - 13/16°1AMIIO.3/16"A ,3/16°AIR SPACE, 7/16-LAMI3/16" .090 M 3116"HS 77 " 13/16° LAMI10.3/16"A IN. 3/16" AIRSPA 7/16" LAMI 16" .090PM 3/16°HS 90 1014 1 SCREEN FRAME (HOR &VER. 3105-H14 AL 91 1630 1 SCREEN ODRNBRKEYW/RINIS POLY". 92 1631 SCREENCORNERKEYW/OUTRINGB POLYPROP. 93 1073 SGRJI SPRM Mr. 94 1624 SCREEN SPLINE -135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN (LATH 0111 .n .-w raysw ..va.=:.... rNu•-- -� ,�,....�., ,au.n aaas 29 4128HORIZONTAL ROUM SASH TOP GUIDE POLYPROP. 44128N 32 4006 1 dftg SASHMEEIMRA1L 6063HS-TEAL 64006 2.710 33 12:15WSTP...170 X 270 BACK, FIN SEAL 67S16G 35 1096SWEEP LATCH DIE-CAST 71096 r 36 1016 X A25 PH. FL. SMS 7858 37 4126 SASH RAIL 6063-T5 AL 64126 2.024L_ L�W 38 1683 WSTP., 50 X 270 HAM FIN SEAL 616830 r.062 39 7070 BULB WEATHERSTRIP .187 X.275 67070K �4- 40 LIFT RAILCOVER CAP 74078"C" L OR R 41 4139 LF. FRAME HEAD 6063-T6AL 64134 42 4140 LF. FRAME SILL 6063 -TEAL 64140 q� I.F. FRAME HELD #4139,6063 -TO 43 4141 I.F. FRAME JAMB 6063-T6 AL 1 64141 50 GIAZINGSKMONE, DOW 899, 995 OR ALFNT 51 1224 VINY MAZINGBEADMB 6TP247WK PRODUCTRITMOM 52 1225 V1NY C AZINGBEADBULB 6TP248K 2.784 w 7 crNUUtaFfmida 53 4039 B GIAZMBEAD-5/16° 6063-TSAL 640398 No 54 4044 B GLAZWGBEAD-5/16" w/aRiLLur 6063 T5AL 6447033.762 55 4222 A OLAMOBFAD-7/16" 6063-T5 AL 64272 56 985 C GIAZINGBEAD-7116° W/GRILLKff 6Mi3-TS AL 6985 1.M 59 4067 GLAZINGBHAD-13/16° 6(63-T5 AL 64067 60 CLASS, 511V 1AM1 1/8" A,090 M 1/8" A I.F. FRAME JAMB N'.0111 If f 61 5/16" LAMI v8" A .090 1/8" HS 84141, 6083.78 `�� .1 4YNII 21j �i�i 62 ° 5/16° LAMI v8° HS, .090 PVB, 118° HS :`� �a vJCE 63 " 7/16" LAMI 3/16° A,.090 3/16" A * ' 2.790 * No, 68705 64 ° 7/16- LAMI 3/16" A-090 M 3116- HS 42 I.F. FRAME SILL 65 7116° LAMI 3/16° ES. .= PVB, 3116" HS 84180 T8 �-p a ' �; eR �y MOOF � Il1 r.L 1 Tho E ctaa"oenBs Er ,morscxNowcarror PARTSLIST 1, %. srA .►� ►o n anc» 7�ld1A887YP18 NOKOeis r, anise Dw now= ALUM. HORIZONTAL ROLLER IMAIDOW IMPACT ��/,S/-AF/ONA1. ��•��` RIG 4PIQ�7 Q ffEW41 428 aaegx,e� . - I� �� amim a" n ca+ae,�s�a IRatL�&mr "° Baa 1Pe" aL 4b4Llia� pa Rk Z. mw t�r,o AiiS B d 11 4127-10 E F.esmm .082 1�L—J�j 1 73 L2.710-----� O FLANGE FRAME HEAD #4102A, 6063•T8 O SASH STOP #4028, 6063.78 062 1183 L49-4 21 SASH TOP 8 807TOM RAIL #4133, 6063•T8 O GLAZING BEAD. 5/18" #4044B,6063 -TS (L W/ GRILL KIT) 1.E �--2.710----] O FLANGE FRAME SILL #4138, 6003-78 .061 437 T7.46 O HORIZ. ROLLER TRACK #4131, 6063-T8 79 M �7 -+y 1.081 �+— OSASH MTG. RAIL #4006D,80WH8-T6 k An 1.098 –1- —y T GLAZING BEAD 7/16" 04222A, 8603T6 NOXMM8, R3®4 –►{ 1.187 I+ .082 3.490 O FRAME SILL ADAPTER 04137, 8083 -TB 1.98, 7 � .1L� �1.403� 17 FIXED MEETING RAIL #4064% SOMHD-T6 37 SASH SIDE RAIL #4128, SO T8 .x.676 1.116 _T O GLAZING BEAD, Am,8083•T6 (WED W/ GRILL KIT) � 1813 1 040 .738 O SASH STOP COVER #4083,6063-T6 —2.784—+� 11� 13 082 FLANGE FRAME JAMB #40 m 606446 VE 678 tow 1 ---� O GLAZING B , 5/16" #40388, 60&3.78 3 oso GLAZING BEAD. 13/16" \"J #4087.6083-T6 ILUV. HORIZONTAL ROLLER WINDOW t�R7to HOW —7 a it --Wwft497--10 mowiar Ri'mam ��a�4rlorim haw p * ' No. 58705 . SS "ONAL, � A LYN1V � P.E ANCHOR QUANTITIES, XOX 1W1/2-114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1.114° F-LCO TAPCONS 2 -1l4" ELCO 884 CRETE -FLEX 3 - #12 STEEL SCREWS (OS) 2. GLASS TYPES: Q FOR INSTALLATION IN THE HVHZ ABOVE 30 A. SMB" LAMI - {1/8"A,=, 9/8" Aj B. 5/18' LAMI - (118" A .0,118" HS) FT. GLASS TYPES G - L SHALL HAVE A C. 5118' LAMI - (1/8" HS,.090. Iff HS) TEMPERED I.O. GLASS CAP. BOTH THE OP AND D. 7115" LAMI - (3116° A,.080, 3M(" A) ANCHOR OL ANIT Y REMAIN UNCHANGED. E. 7/16° LAMI - (3118° A,.080, 3116' HS) F. 7116" LAMI - (3M8" HS,.O80, 3116' HS) G. 13/16' LAMI IG -1/8" OR 3M8" A (MIN.), 516' OR 3/8" SPACE, SMS' LAMI - (1!B" 4,.090,1/8' A) H.13/18° LAMI IG -1/8' OR 3/16" A (MIN.), 6/16" OR 318° SPACE, 5118" LAMI - (118" A.090, 9/8" HS) I. 13118' LAMI IG -118" OR 3116" A (MIN.), 511 S' OR 3W SPACE, $/IV LAMI -(IV HS,.090,1/8' HS) 1.13/16" LAMI IG -14" OR 3116" A (MIN.), 3116" OR 114" SPACE, 7116" LAMI - (3118" A„OW, 3118" A) K. 13118" LAM110 - V8" OR 3/16"A (MIN.), 3118 OR 1/4" SPACE, 711W LAW -(3110" AMD, 3118" HS) L. 13118" IAMI IG -118" OR 3/18" A (M W.), 3MS" OR 1/4" SPACE, 7118" LAMI - (3118' HS..090, 318" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WIDOW SIZES NOT SHOWN, GO TO NEXT LARGER W NDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26�" •FROM OORIIERS. JAMBS: 9" MAX. FROM CORNERS AND 221P2" MAX. O.C. TAB E KEY'74.011 X 2 +C3+4+C3+1 1 ----ANCHOR --ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR CIUANTITY, A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) 26314" mex Ir REF. X O X 11 MOM=RLVIM l�lwi+is MTG. RAU , TYp. as*mroykgwbb Ou+codo EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ¢ (SHOWN IN TABLE KEY ABOVE) 25 31C MAX. 9/2" TYP. 1„__r MIM 9"REF. X 2 X `` �� }GENS.c' .�p N0.68705 ' MTG. RAO., TYP. = EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ::,�tY` 0 .' 8Tq LU ANCHOR4W SPACING XOX 1/4-4/2L9/d =,,;� . ItORID1•.. aLi/iaLHORIZONTALROLLERWINDOW IMPACT ��ONAL'V ,"' ,+ a�rr3, P e rs¢Tro NTS s 1r arae �o E r.�or as QNG}�R TYPE & SUBSTRATE GLASS TYPES A,B.C.G,H,I GLASS TYPES D,E,F,J.K,L 2,3, WOOD $ CONC 1. CONC 2.3, WOOD 2, cow 1, CONC ZONES I ZONES S ZONES ZONES zmr�a WIN�tlV SIZE V m v� HEAD 8 HILL HEAD 8 SILL HEAD 8 SAL HEAD 8 SILL HEAD 8 Sal HEAD 8 SILL -7 63.175 x 38.376 48.000 60.628 64.= 60.000 a& WO 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+(2+1 2 9+C2+1+C2+1 2 1+(2+1+(2+1 21 1+C2+1+Cx+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C�+1+(2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+0x+1+C2+1 3 1+C 2+1+C2+1 3 1+Cx+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 9+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+(2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+Ca3+1 3 MOM x 38.375 48.00D 50.825 54.0001+C2+1+C2+1 6000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(g+1 2 9+Cx+1+C 2+1 2 1+C1+1+C2+1 2 1+C2+2+C 2+1 2 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+(x+1+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1402+14C2+1 3 1+C 2+1+(2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+2+C2+1 3 3 1+C2+1+C2+1 3 1+02+1+C.'2+1 3 1+Cx+1+C 2+1 3 1+C2+1+C2+1 3 1+C2+2+Cx+1 3 9+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 I+C3+2+CS+1 3 1+C2+i+{x+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C;2+1+C2+1 3 1+C3+2+C3+1 3 x 38.376 46.000 60.826 84.000 60.000 S&OW 9+C2+2+CZ+1 2 1+(2+1+C Z+1 2 1+C2+2+C,2+1 2 9+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+Cx+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+(2+2+(2+1 3 1+C2+2+C2+1 3 9+C2+ZK'2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 S I+C2+2+C2+4131 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+(2+2+C2+1 3 1+(2+2+(2+1 3 1+C2+2+C2+9 3 1+C 3+2+C3+/ 3 9+C2+2+C2+1 3 1+C2+1+C2+1 3 1+Cx+2+C2+1 3 1+C2+2+C 2+1 3 1+(2+2+Cx+1 3 9+Ca3+2+Cx+1 3 1+C2+2+C2+1 3 1+C2+1+(2+1 3 1 1+C;3+2+C3+1 3 1+C3+2+C S+1 3 9+02+2+(2+1 3 1+C3+2+C 3+1 3 84.OWx 38.376 48.000 60.825 64.000 BD.000 63.010 1+C2+2+C 2+t 2 1+C2+2+C2+1 2 1+Cx+2+C2+1 2 1+C2+2+(2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+(2+2+(2+1 3 1+C2+2+C2+1 3 9+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C V1 3 1+C2+2+C2+1 3.1+C2+2+02+1 3 9+(2+2+02+1 3 1++C +3+C S+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C 2+1 3 1+C2+2+02+1 3 1+Cas+2+(2+1 3 1+C4+3+C4+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+03+1 S 1+CB+2+C3+1 3 1+(2+2+(2+1 3 1+C1+3+001 3 1+C2+2+02+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+04+1 3 106.375x 38.376 48.000 W.6Z 54.000 6DAW 83.000 1+C2+2+C 2+1 2 1+C2+Z+C 2+1 2 1+C 2+3+C2+9 2 1+C2+&H=+1 2 1+C2+3+(2+1 2 /+C2+4+C2+1 2 1+C2+3+(2+1 3 1+C2+Z+c2+1 3 1+0+3+(,'3+1 3 1+C3+3+C 3+1 3 1+(2+3+(2+1 3 1+C3+4+C9+1 3 1+(2+3+(2+1 3 1+C2+Z+C2+1 9 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+(3+3+03+1 3 1+C3+4+C3+9 3 1+C 3+3+C3+1 3 1+C22•+2+C2+1 3 1+C3+3+Ca3+1 3 1+CS+S+C3+1 3 1+C3+3+C3+1 3 1+04+4+04+1 3 1+03+3+03+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+04+3+04+1 4 1+C3+3+gt9 3 9+C4+4+04+1 3 1+CS+S+C3+1 3 9+C2+2+C2+1 3 1+C4+3+04+1 3 1+C4+3+C4+1 4 1+04+3+C4+1 3 1+CSr+4+CB+9 31 911.000x38376 48.000' MOM 64.000 8MMID 83.E 1+02+3+(�i+1 2 1+02+2+02+9 2 1+C1+3+02+1 2 1+C2+3+C +1 3 1+( +3+( +9 2 1+02+4+C2+9 2 1+(2+3+(2+1 3 1+C2+2+C2+1 3 1+C3+3+CS+1 3 1+c3+3+C3+1 3 1+(2+3+02+1 3 1+0x+4+C3+1 3 1+C2+3+C2+1 3 1+(2+2+0+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 1+C2+3+CS+1 3 1+C2+2+C2+1 3 1+C3+3+CS+1 3 1+C3+3+0x+1 3 1+CS+3+C3+9 3 1+C4 4+CA+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1404+3+C4+1 4 1+C3+3+C3+1 3 1+04+4+04+1 3 9+{ +3+C 3+1 3 9+02+2+02+1 3 1+C4+3+04+1 3 1+04+3+04+1 4 1+C4+3+C4+1 3 1+09+4+06+1 4 JA 10PM1 E NOCHAAMETHISSNEr lsil�D ttiCAPTOBE7Ed 4� +gpFSA�7E 0 L LreraslJ �ssLa ecrvA CWTOANMIORCARAW. JJ O+�.R Po.eax,e� .114 , a 3aara JJa FJC' Z FlG y�tbb Ems, I 2,3, WOOD 1 2, CONC 1 1, CONC I Z% WOOD I 2, COAL I 1, COW I & SUBSTRATE ZONES I ZONES I ZONES I ZONES I ZONES I ZONES WINDOW SIZE HEAD & SILL HEAD *& SILL HEAP & SILL HEAD & SILL 11 HEAD & SILL HEAD & SILL A v H III I 1 11 -ot 46,000x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(,`2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 46.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 80.025 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 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 1+(2+1+(2+1 3 1+(2+1+C2+1 80,000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C+1+C2+1 3 1+C2+1+C2+1 63.000 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 63.125 x 36.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C1+1 2 1+(2+1+C2+1 48.00 1+C2+1+C2+1 3 1+CL+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C+C+(x+1 3 1+C2+1+C2+1 50.825 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+C+1 3 1+C2+1+C2+1 84.E 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+(+1+02+1 3 1+02+1+02+1 3 1+(2+1+C2+1 60.000 1+Cd+1+C2+1 3 1+02+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+5+1 48.000 1+G2+1+G23 1+C2+1+0+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(x+1 3 1+CM+1+C2+1 3 80,62$ E+l +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 64.000 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+CZ+1 3 1+�C2+1+(2+1 3 1+C3+1+C3+1 3 W.000 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 63,000 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 x 36.378 +1 2 1+02+1+C2+1 2 1+�+i+C2+1 2 1+C2+1+02+1 2 1+C2+1+02+1 2 1+(2+1+02+1 2 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+(2+1 3 1+C2+1+C+1 3 60.626 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 1+03+1+03+1 3 64.00 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 9 1+03+1+03+1 3 6D.Wo 1+C2+1+C+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83,000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3++1 3 1+C3+1+C3+1 3 1+C+1+C2+1 3 1+C3+1+C3+1 3 x 38.378 1+C2+1+C2.+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 211+02+1+C2+1 2 1+(2+1+(2+1 2 48,000 1+C2+1+C+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1.3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 W.825 1+C:2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 64,0 1+C2+1+C+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60,000 1+C+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+(2+1 3 1+C2+1+C2+1 3 I 1+C3+1+C3+1 3 1+q+1+C3+1 3 1+C2+1+02+1 3 i+C3+1+C3+1 3 x 38.376 1+C2+1+C+1 2rl+C2C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+(2+1 2 48.00D 1+C2+1+C2+1 3C2+1 3 1+C2+1+C2+1 3 1+C2+1*C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 60,628 1+0+1+02+1 3(�+1 3 1+C2+1+(at+1 3 1+Cd+1+02+1 3 1+G2+1+02+1 3 1+03+1+03+1 3 64.000 1+C2+1+C2+1 3(2+1 3 i+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+Ca+1 3 1+p+1+C3+1 3 00.011 1+C2+1+C2+1 3(�+13 1+C3+1+C3+1 31+C3+1+C3+1 4 1+C+1+'C3+1 3 1+C3+1+C3+1 3 63.000 1+CS+1+C3+1 3C2+1 3 1+C3+1+C3+1 3 1+CS+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 x 38.375 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C+1 2 1+C2+1+C2+1 2 48.000 1+C 2+1+C2+1 3 1+C2+1+C+1 3 1+C2+14.C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+03+1+C3+1 3 60:826 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2N 3 1+C2+1+C2+1 3,1+C2+1+02+1 3 1+CS+1+5+1 3 84.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 6D.000 1+C+1+C+1 3 1•+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 I 1+C3+1+C+1 3 1+C4+1+C4+1 4 03.000 i+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+03+1+CS+1 g 1+CA+1+C4+1 4 N(xCIMWe, R3M 1 11 lam N6K(»dI8. FL311i4 jlLy%,jyg NOTES: 1. ANCHOR TYPES: 1 - V4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: A. Bd16° LAMI - (1/8' X.,1/8" A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 S. 5116" LAW - (1/8" A.=,1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 6118" LAMP - (1i8" HS,.080,1/8° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/1W LAMI - (3/16" &.M 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18° LAW - (3/18" A,.O✓O, 3116" HS) F. 7/18' LAMI - (3118° HSM, 3/18" HS) 0.13MS" LAMI IG -1A° OR 3110'A (MIN.), 6M6" OR 3/8" SPACE, 6116" LAMI - (1/8" A,•090,1/i' A) H.13M6" LAMI X3 -1/8" OR 3/16' A (MIN.), 6116" OR 31W SPACF, 6/18" LAMI - (1/8" A„M,1/8" HS) I. 13116° LAMI IG -118' OR 3116° A (MIN.), 6118' OR 3/8" SPACE, 6116" LAMI - (118° HS,.090,1fi" HS) J.13M6' LAMI IG -11W OR 3116" A (MIN.), 3118° OR 114" SPACE, 7/18' LAMI - (3M(' A,.M. 3110'A) K.13/16" LAMA IG -118° OR 3116" A (MIN.), SMS" OR 114" SPACE, 7116" LAW - (3118" A,.090, 3116" HS) L. 13118" LAMI IG -118" OR 3116' A (MIN.), 3116' OR 1/4° SPACE, 7116" LAMA -(3116" HS„M,3M(° 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 25 314° MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY: A O 1+C13+1+C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) �25 314" MAX. 8' REF. X O X — — —D wY9tbo RSV1 ode MTC. RAIL TVP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS allo (SHOWN IN TABLE KEY ABOVE) tvHemi 6 314" MAX. 1/2° TVP. 1 -3 -MIN. ttut(rh 9" REF. X O X `�•��,(,pC1Y LYNN t * . No. 88705 MTG. RAIL, TYP. – EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 • s7a F •� • �� JrANCHORAGE SPACING, XOX�S,s,'`tGR►o�.G\� - HORIZONTAL ROLLERAIDOW, IMPACT '�r, ONAL 1E��• r10 NTS 9 m 11 4917-90 E aL Pe 48.000 11+C2+11 3 11+C2+11 3 11+C2+11 3 11+C2+11 3 11+C2+1 54.000 GLASS TYPES A,B4O,H GLASS TYPES C.D,E,F,LJ,K, L ANCHOR TYPE 2.3, WOOD 2, CONIC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES° ZONES S -' ZONESg ZONES ZONES 3 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 83.000 WWINDOWSLMj 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 da '� 3 ' 1+C2+1 0 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 48.000 11+C2+11 3 11+C2+11 3 11+C2+11 3 11+C2+11 3 11+C2+1 54.000 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 1 1+02+1 3 1 I+C2+11 3 80.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 83.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.00X 38.376 48.000 50.828 54.000 80.000 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 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+132+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+63+13 2+C2+2 4 1+132+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 1+q+1 3 1+C3+1 3 1+C2+1 3 1+03+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 48.000 64.000 80.000 83.000 1+G2+1 3 1 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1 1+C2+1 3 1 1+C3+11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C20 3 1 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 4 1+C2+1 3 1+C3+1 3 1+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+04+1 3 80.00(1 x 38.375 48.000 50,825 54.(00 80.000 63.000 1+C1+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 1+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 1+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+(3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+(4+2 4 1+C 3+1 4 1+C3+1 3 2+04+2 4 66.0W x 38.376 48.000 60.625 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+02+2 3 2+C2+2 4 1+132+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+03+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 64.000 60.000 63.000 2+C3+2 4 1+C1+1 3 2+C3+2 4 2+03+2 4 1+C2+1 3 2+C3+2 4 2+C3+ 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+04+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 74.D VX 38.375 48.000 64.00 60.000 63.000 2+C2+2 3 2+132+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 2+C3+2 4 2+C2+2 3 2+133+2 4 1 2+133+2 4 2+C2+2 3 2+C3+2 4 2+(3+2 4 2+C2+a 3 2+C3+2 4 2+C2+2 3 2+03+2 4 2+03+2 4 2+p+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+( +1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+04+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 NOTES: Ate- - lWftCO TA0bDF 9" 2 -1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (OS) �CiLA53Tl�PES: `•tl FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 8118" L -AMI - (1/8" A,.090,1/8° HS) FT, GLASS TYPES G - L SHALL HAVE A C. 811W LAMI - (118" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE OP AND D. 7118° LAMI - (3118" A,.090, 311(" A) ANCHOR QUANTITY REMAIN UNCHANGED, E. 7118" LAMI - (3/18' A,.080, 3118" HS) F. 7/18° LAMI - (3/18° HS,M. 3118" HS) G. 13118" LAMI IG -1/8' OR 3118" A (MIN.), 8/18° OR 3B' SPACE, 811W LAMI - (1/8" A,.090.118° A) H.13/18° LAMI IG -1/8' OR 3/18' A (MIN.), 6118' OR 3W SPACE, 8118' LAMI -(1/8" A,.090,1/8' HS) I. 13118' LAMI IG -116' OR 3118'A (MIN.), 6/18° OR 3B" SPACE, S/18-LAMI -(118' 118„090,118' HS) J. 13116” LAMI IG -118` OR 3/18' A (MIN.}, 3118 OR 114" SPACE, 7116' LAMI- (3118" A,.090, 3(18' A) K. 13/18' LAMI IG -1/8" OR 3/18° A (MIN.), 3!•18` OR 1/4- SPACE, 7118" LAMI - (3110-A,.080, 3118' HS) L. 13118" LAMI IG -1/8" OR 311W A (MIN.}, 3/18' OR 114' SPACE. 7118' LAW • (3118- HS,.C180, 3/18" 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 3/4" MAX. FROM CORNERS. JAMBS: 8" MAX. FROM CORNERS AND 221/1" MAX. O.C. TABLE KEY: O X 2+33+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 FD(ED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL- (7 ILL(3" MIN. O.C. ANCHOR SPACING) 18 3/4- MAX —" -11-+-•-3" MIN. Vim• X O MTG PROMIC . RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ` > (SHOWN IN TABLE KEY ABOVE) TDA 8 3/4" MAX. 1/Y TYP. 1+-3"MIN. ,Itur1 .�� Ll LYNN 9" REF. X O � dA. �}GEN3F lip RAI. ` * No. 68705 MTG.EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORSSTA ` X.dwTm > l7` 4fl- 10117/11 a NaawmTmw EET ,uro Bcrwoaaa, Wawa ANCHORAGE SPACING OXANDXO WINDOWS �' '�`F:' •. FxomoP.• ` � � •, �`�� JJ7&ml a 1GCAP7OBE'7> a +30FTNGm x0X0 %FL3478 P.0.�x98� NO1 " fffi ALME 1IORHZONTALROLLER W/NDOW a69PAC�T S A L i� r41��• " M FX 4/4"7 C C3IG 4AESTOB,6SaWTNUUEBDUETC�I1NC=a4P. cis ' FX 1f18� Jd 8IZ3/OB r .to NTS 10 d ss 41a' 10 E 13/4" MIN. E.D. TYP. 2x WOOD BUCK I I I NOTES: MIN3..4 I r 1 1/4 MIN 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO NOTE 3 CONCRETE 1 3/8' TAPCONS EMBEDED 1 318" MIN. OR 1/4" S84 CRETE -FLEX EMSEDED 13(4' MIN.. MINIMUM DISTANCE FROM m MIN. ANCHOR TO CONCRETE EDGE IS 1 314'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTE 1 1x WOOD ' OR 2. FOR WOOD APPUCA71ONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G8) OR 1/4.854 CRETE -FLEX WITH BUCK, 1 #12 TRIMFIT HEAD. NOTE ' PER NOTE 1 7 1/4' 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD CONCRETE ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063•T6 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAILS ANCHOR, NOTE 1 OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE • A �L 13/4" er-1 EXTERIOR INTERIORL ,J D, F H) WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2c WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE ED (HEA & SILL DETAILS A. B, C, & TYP. 2x WOOD BUAiNOTE, RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX SHIM 3/vDISSIMILAR SEE NAIUNI -TL INTERIOR 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN.1/4 MAX.8HIM �- 1 1/4 MIN I (9.6 KSI CMU) OR ' PER NOTE 1 ' (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, NOTE 2 ANCHOR, NOTE 1 • A �L 13/4" er-1 EXTERIOR INTERIORL ,J D, F H) • MIN. ED (HEA & SILL DETAILS A. B, C, & TYP. 2x WOOD BUAiNOTE, 1x WOOD SUCK, NOTE 3 SEE NAIUNI -TL INTERIOR DETAIE DETAIL F (JAMB DETAILS E. F 8 I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE WOOD NOTE►�TCFIEOR, 1/4' 1/4" MAX. MNG SHIM SHIMS • i ' '^� .` NO 1 1318° MIN. r • �. m 1314' MIN. ' E.D. TYP. �`• 2x WOOD S DETAIL C Bum DETAIL D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS PA. B9x 18� NOKOA4I8. FL3@74 81 NAILU DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2' NAIL AT CORNERS AND 5.O.C. TYPICAL DETAILS G. H & 1. DETAIL G (SILL) L L- SEE NAILING DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS ALUM. HORIZONTAL ROLLER WINDOW r0rs'10 H8 11 m 99 4127-10 \0Ax �YNM ,��,,� � cl�; '�GENSIc''.:� * ' No. 58706 X : O ' ZI aLYNN�i IERP£ P.E9 sm