The URL can be used to link to this page

WS-14-1708BUILDING 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 APPLICATION Permit Typ BUILDING JOB ADDRESS: _ /�J9 X1..= XW FBC 20 0 Permit No. W S " Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 3► 3 / 3 Folio/Parcel#: _// • 4 2-6.2 - O 3.3 - D //D Is the Building Historically Designated: Yes OWNER: Name (Fee Simple NO ir Flood Zone: 0 Address: city: '1?W-_!A2 / IRQevS' State: Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name!:::�g2wW,4�`..e Phone#: 61br) 1✓ �'� i�•� d Address: .3 ce /--.0' Z<.) Q 1 i'2e g -;r 2. State: ea Zip: 3 S�•Z Qualifier Name: (iC//�� Iyryl 4Woc,Qc,{= Alof- ze) Phone#: {L C) bC3 19 'VO 3 State Certification or Registration #: Certificate of Competency #: /.77 Contact Phone# Adfr Email Address: "7?9�¢-/LG_ 40074o4044& -� OKy DESIGNER: Architect/Engineer: Phone#:("�lo ,d2 Value of Work for this Permit: $ �( 7.('I�Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew 2(Repair/Replace ❑Demolition Color thru tile: w�va��w+x�xcxu�sk�¢�wx��x��xw�x�a�e�wsexexe��x��axe�x�x��x��Fees�exewxe+k�kske��xxe�exe�e�kx��e�e�x�xea�ksks�sx�x�xe�uew�x�skw��zxse�xeuaw Submittal Fee $ SO Permit Fee $ 130 ,)CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 122' GO 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 auac t. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occ seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will x6ile approved a a reinspection fee will be charged. jazSignature T Signature Own or Agent,,�y Contractor �9,� The foregoing instrument was acknowledged before me this 1Y `7 The foregoin instrument was acknowledged before me thisi day of 20-�/,ti5 YJ9N?�i , day of , 20 by��i1 z�i��IJGS,'�`� who.is personfly known to me or who has produced who is person v known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: as identification and who did take an oath. NOTARY PUBLIC: Signs Sign: Print: C �.�X�-at G�7�d rmt: My Commission Expires: ao�a;;»�a4� GLORIA WTO My Commission Expiresaa%Pay!?&,e • ' GLORIACOT0 61#y MWISSION # EE 88ai * * kIy C4AUu W10N # EE 8MJ 0 EXPIRES: My 12, 2017 �q EXPIRES: J* 12, 2017 APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06110/2009)(Revised 3/15/09) Zoning Clerk CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 000017767 COCONUT GROVE GLASS & MIRROR FO• VAL S"WILLIAM Is certified under the provisions of Chapter 10 of Miami -Dade Municipal Ceoacto(s Tax Rmipt Miami—Dade County, State of Florida MC/ THM IS NOTA BU -DO NOT PAY CC NO: 000017767 1 • BUWNESS AAA6/WCATUM RECEIPT NO. IRES 0OCONUT � & MIRROR NEW 1111US"w" SEPTE 30, 2044 CORP T,0" 3660 NW 41 ST Must be Le_ °f 6ueinese M MWAAN, R 33142 ° 9 Cha 8A-Arta&10 OWNER TYPE OF BUSINESS PAYA7ENT RECENED COCONUT GROVE GLASS & AAIRRO R SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR CORP 175.00 09/26/2013 0225-13-001300 For mm IMmmedM ridt neo Local Business Tax Receipt. T' Miami—Dade County, State of Florida I . THISISNOTABLLL-DONOTPAY 4571932 ERNMIESS NAAASILOCATION REOELPT Na EX011RIES COCONUT GROVE GLASS & MIRROR CORP RENEWAL SEPTE EFI 3012014 3660 NW 41 ST Must be �det Pleas of f MUTAAI FL 33142 o Conray Code LYmnmr A9An-Art 9 & 10 OWNER SEC. TYPE OF SUMMERS PAYMENT RECIENED COCONUT GROVE GLASS & MIRROR 214 RETAIL SALES' BY TAX COLLECTOR CORP 882.50 08/06/2013 Employees) 11 TXHS1-13-042970 lldel BasieemTAtc md, d*eUw8wIneTI& Ttm te�afs=% �mit�ae todo Boldareaeagom,q eoypwemm�lar re�OtelaryttersmdieSdre�hegga,fodm . Ttm �PT60.e6moe mmtbo �a1t eaial-eOMa BeoBa-;D6 Forermsiedtft Local.Business Tax Receipt MISTTH-Dade County, State of Florida -THIS IS NOTA S&L- DO NOT PAYvT 1915736 BUSDSEBS MA&WILOO&TION RECEIPT NCL C4ILONUI GR(l�lf GLASS & MRiROR CORP SEPTElIM001 30, 2014 3660 NW 41 Sr 2=10" m4mbe aLwNw tt pim Pf Courcy coat MIAMI fT 33142 8AChepW-AtL9&10 OWNER ear. TYPE OF qLanum PAYMENT RP.CMVED C 7T GROVE GLASS & MIRROR lee ME=TYa== CONTRACTOR. _ av TAxtwAE m CORP. 0=7767 $75OD O 06M13 WurM*) 2 VD151-13-042966 TekLami Tas oelTao afdwINA R,,h—TNLl1w &maeBaeaae. peadt,areamafam�"s tom. tlok�ma�; aeT4"r tlAresemdwdiat�ep@ifffidm � T6tRSy�fNO alroete tDad �e11 17-TAtsad ftft eoOa-M ForAmeaUdmaealoav� Rif. 16321 Pc 2610 m 9acam proparw Ry am petma tat Dura P. UMM" 1111 scubit Title i 880roW Co. 2 B. Dnivtttssity Drive, suite 219 9 $ F 181.152 1998 OCT 1 f t:32 ?Latatien, rlorida 33326 kARUEYDRUVINrS6CLE�RKSQApE COUNFYrO.FL PueellDMstmber, 11-2232-032-0110 Warranty Deed Th"denture,' ' Ma&ft 19th dayof October ,1998 A.D., Between F.- ALLEN JESTER and CHARLOTTE JESTER aC tba county of MANATEE PATRICK T. LONGMAN, A SINGLE MAN,o °f Florida +grantors, ata who's aft— is 1499 NE 104 STREET, MIAMI, FL 33138 of ft County or MIprMI-DADS • its of Florida , grantee. W"nMeth 6"dw0x'wwL%foram ineomeratiotofdosmaof ------------------------TEN DOLLARS l$ aadothnrgoodaadWusblaoom ad---\'TORSiDIwd 10 ----------------.•• DOU. •4• l� by OkA.Y7'PE, tbo tooeipt whatoof is botobyadmowladged, haus swod. bssgatood and sold to dw mid ORNIMM std ORhI�'1L'Fs S b*N wooaaron sad auigtu toeavar. lbs fallowing daralbed iwd. �dtwte. tyiagandbdaginthscawtryof MLAMI-DADS sone of Florida town IAT 12, BLOCK 3, OF RIVER BAY PARK ADDITION , ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 40, PAGE 72 OF THE PUBLIC RECORDS OF MIAMI -DARE COUNTY', FLORIDA. or M.Pe caws. ILeaup& #www c veawe0 ttt►NVRY PAMN sad tha gaamts do bmaby 1L11y warrant Iba titto m acid dad. and wpl dd'aad Iba sarea agaiatl kwiLl claims oCsll panwto wlamsoas�a. u th 1n Witness Where", 0- 9--.a levo bwmmm ant chair bends and scala rho day ud BM St8 year above wdaen. r presence: Pr n Name. A a (Seal) F. ALIEN JESTER Witness P.n.Addw:401213AVEAVXwF4f,8ftMWM.N F1.34m! �('� rr `Gam / • Pr nted Name: (Sad) CHARLOTTE JESTER Witness P.O. Address: Nt2isAVV=wP$r,WADV MM,FL34M STATE OF Florida COUNTY OF MANATEE The faregotag buttmoent was Wwowledga bellm ms rbcs 19th day of October + 1998 by F. ALLEN JESTER and CHARLOTTE JESTER wboampaaomdlylmmumsorwbobawpmdmmdl* Florida driV rs license maida dfludoa Y °f'dG CIALMI LAURAFDTARVIA& p MORUN ?t+ common" was 0070130 Printed Name: '?• ° w 170 Opit Notary Public WIC TRI -COUNTY for. - sups 1,7002 1lyCamreissioaliapira: All So Tt'te 1 & 19-- Mam 98-703 Lraommwa,orn.N•rsr uaa.u+, twa tart ausus rnwan 1802 K University Drive Ste: M Plantation. 1-1 33322 ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(HIMIDD/YYY1r) CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL 8/6/2014 PRODUCER Phone: 305-556-1488 X242 Fax: 305-556-3680 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION NSI Insurance Group 8181 Northwest 154th Suite 230 Miami Lakes FL 33016 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. EFFECTIVE POLICY EXPIRATION INSURERS AFFORDING COVERAGE NAIC # INSURED Coconut Grove Glass & Mirror Corp. 3660 NW 41 St INSURERA:Granite State Ins Qo 23809 INSURERB:FCCI Ins range Co 1 178 INSURERC:Malpfre Ins Co of Florida 34932 Miami FL 33142 INSURER D: EACH OCCURRENCE $1,00 000 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADPOLICY INS9 TYPEOFINSURANCE POLICY NUMBER EFFECTIVE POLICY EXPIRATION LIMITS A GENERAL LIABILITY 011740772 4/20/2014 4/20/2015 EACH OCCURRENCE $1,00 000 PREMISES Eaoccurence $100 000 MERCIALGENERALLIABILITY CLAIMS MADE �OCCUR P—M MED EXP (Any one person) $5 000 PERSONAL 8 ADV INJURY $1,000,000 GENERAL AGGREGATE $2.000,000 GENI. AGGREGATE LIMIT APPLIES PEP. PRODUCTS -COMPIOPAGG $2,000,000 POLICY PRO -LOC JECT C AUTOMOBILE X LIABILITY ANY AUTO 4150140010081 4/20/2014 4/20/2015 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 BODILY INJURY $ (Per person) ALL OWNED AUTOS SCHEDULED AUTOS (Per accident) $1,000,000 X HIRED AUTOS NON-0WNEDAUTOS PROPERTYDAMAGE $ (Peracciden) GARAGELIABILITY AUTO ONLY -EAACCIDENT $ OTHERTHAN EAACC $ ANYAUTO AUTOONLY: AGG $ A EXCESSBJMBREUAUABIU Y 7X OCCUR CLAIMS MADE 02 -LX -011740772-1 4/20/2014 4/20/2015 EACH OCCURRENCE $ AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ B WORKERS COMPENSATION AND 001-WC14A-42367 3/1/2014 3/1/2015 WCSTATU- OTH- X I EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE E.L EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 OFFICERIMEMBER EXCLUDED? No Ityes describe under E.L. DISEASE -POLICY LIMIT $1,000,000 SPECIAL PROVISIONS below 7- ERATIONSI LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ontractor License #000017767 CERTIFICATE HOLDER CANCELLATION ACORD 25 (2001108) ©ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED Miami Shores Village 5 10050 NE 2nd Avenue Miami Shores FL 33138 BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY RIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001108) ©ACORD CORPORATION 1988 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217324 Permit Number: WS -8-14-1708 Inspection Date: August 28, 2014 Inspector: Rodriguez, Jorge Owner: LONGMAN, PATRICK Job Address: 1499 NE 104 Street Project: Contractor: Miami Shores, FL <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement COCONUT GROVE GLASS AND MIRROR CORP. Building Department Comments Phone Number (305)677-3046 Parcel Number 1122320320110 Phone: 305-634-3420 2-1 IMPACT SLIDING GLASS DOORS AND 1-1 IMPACT Infractio Passed Comments INSPECTOR COMMENTS True FIXED WINDOW. Inspector Comments Passed 10 Failed E] Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 August 28, 2014 Page 1 of 1 FEMA 50% RULE - SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE SUBSTANTIAL IMPROVEMENT/DAMAGE 2101-0410 NOTICE TO PROPERTY OWNERS Rebuilding your Home after the storm? Adding on, renovating, or remodeling your home? Here's information YOU need to know about the "'50% Rule" If your home or business is below the 100 -year flood elevation, also known as the Base Flood Elevation (BFE), FEMA has flood damage prevention regulations that may affect how you remodel, renovate, or add on to your building. If your home or business sustained structural and/or interior damage, these regulations may affect how you rebuild. These laws are required by the National Flood Insurance Program to protect lives and investment from future flood damages. Miami Shores Village is required to adopt and enforce these laws in order for federally -backed flood insurance to be made available to we residents and property owners. SAVE YOURSELF TIME AND MONEYI PLEASE READ THE FOLLOWING INFORMATION: SUBSTANTIAL DAMAGE means damage of any origin sustained by a structure whereby the cost of restoring the structure to it's before damage condition would equal or exceed 50 percent of the market value or replacement cost of the structure before the damage occurred. (Note: The cost of the repairs must include all costs necessary to fully repair the structure to its "before damage" condition.) SUBSTANTIAL IMPROVEMENT means any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. If a building is "substantially damaged" or "substantially improved", it must be brought into compliance with the flood damage prevention regulations, including elevating the building to or above the 100 -year flood elevation. Miami Shores Village, follows the National Flood Insurance Program requirements, and has the responsibility to determine "substantial damage" and "substantial improvement", and has implemented the procedures on the following pages to do so. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE NOTICE TO PROPERTY OWNERS Miami Shores Village will use the assessed value of your structure (excluding the land) recorded by the Property Appraiser's Office. If you disagree with the Property Appraiser's valuation of the structure, you may engage a property appraiser licensed by the State of Florida to submit a comparable property appraisal for the total market value of the structure. You must obtain and submit to the Building Department a detailed and complete cost estimate for the addition, remodeling, reconstruction or for repair of all the damages sustained by your home, prepared and signed by a licensed general contractor. The contractor must sign an affidavit indicating that the cost estimate submitted includes all damages or all improvements to your home, not just structural. The signed contract document must be submitted with your application. If the owner is acting as his or her own contractor, the owner is responsible for submitting the cost estimate, and providing documentation, including subcontractor bids, to document the cost estimate. The Building Department will evaluate the cost of improvements or repairs and determine if they are fair and reasonable. For damage repairs, pre -storm prices and rates will be utilized. The cost of improvements or repairs does not include items not considered a permanent part of the structure. (i.e., plans, surveys, permits, sidewalks, pools, screens, sheds, gazebos, fences, etc. — see attached copy). If your home is determined to have "substantial damage" or is proposed to be "substantially improved", then an elevation certificate must be submitted to the Building Department to determine the lowest floor elevation. Garages and carports are not considered to be the "lowest floor". If the lowest floor is below the 100 -year flood elevation, the building must be elevated to the 100 year flood elevation, or above, that level. Likewise, all electrical and mechanical equipment (heating and cooling, etc.), bathrooms, and laundry rooms must be elevated to, or above, the 100 -year flood level. Only parking, building access and limited, incidental storage is allowed below the flood level. Non- residential buildings may be "flood -proofed" instead of being elevated. If the lowest floor of the structure, including electrical and mechanical equipment and bathroom are already above the 100 -year flood elevation, the building can be repaired and reconstructed without having to comply with the fifty percent (50%) rule. Building plans must be prepared to show how the building is to be elevated. If located in a V -zone, Coastal High Hazard Area, or if the building is to be flood -proofed, these plans must be prepared and certified by a registered professional engineer or architect. Certificates for this purpose are available from the Building Department. IMPORTANT NOTE ON DONATED MATERIALS AND VOLUNTEER LABOR: The value placed on materials should be equal to the actual or estimated cost of all materials to be used. Where materials or servicing equipment are donated or discounted below normal market values, the value should be adjusted to an amount equivalent to that estimated through normal market transaction. Self or Volunteer Labor: The value placed on labor should be equal to the actual or estimated labor charge for repairs of all damages sustained the structure. Where non -reimbursed (volunteer) labor is involved, the value of the labor should be estimated based on applicable minimum hourly wage scales for the type of construction work to be completed. Our permitting official based on his/her professional judgment and knowledge of local/regional wage scales can provide additional guidance to determine reasonable labor rates for professional trades (i.e. electricians, plumbers, block masons, framing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE ITEMS TO BE INCLUDED (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [ ] Spread or continuous foundation footings and pilings [ ] Monolithic or other types of concrete slabs [ ] Bearing walls, tie beams and trusses [ ] Wood or reinforced concrete decking or roofing [ ] Floors and ceilings { J Attached decks and porches [ J Interior partition walls [ ] Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings ,(4'Windows and doors (] Re -shingling or re -tiling a roof [ J Hardware . ALL INTERIOR FINISH ELEMENTS, INCLUDING: [ ] Tiling, linoleum, stone or carpet over sub -flooring [ ] Bathroom tiling and fixtures [ J Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative finishes) [ ] Kitchen, utility and bathroom cabinets [ ] Built-in bookcases, cabinets and furniture [ J Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: [ ] HVAC equipment [ ] Repair or reconstruction of plumbing and electrical services [ ] Light fixtures and ceiling fans [ ] Security systems [ ] Built-in kitchen appliances [ ] Central vacuum systems [ ] Water filtration, conditioning or recirculation systems ALSO: [ ] Labor and other costs associated with demolishing, removing or altering building components [ ] Overhead and profit ITEMS TO BE EXCLUDED Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean-up (e.g., dirt and mud removal, building dry out, etc.) Items not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built-in, etc. OUTSIDE IMPROVEMENTS, INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming poolslspa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape irrigation systems Docks and Davits Seawalls Driveways Decks ITEMS REQUIRED TO EVALUATE YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item): 1. Completed and signed application for substantial damage/improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. 3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 5. Estimated Cost of reconstruction/improvement form (included in package) and all required backup. Include subcontractor's bids and itemized cost lists (see footnote on Cost Estimate Form). 6. This checklist. 7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids to document the cost estimate. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE Property Address: OR SUBSTANTIAL IMPROVEMENT REVIEW 14RLI P15 'Ott S-iyed— M i am'-cyWYes Property Owner's Name; _ Property Owner's q &-tY4 & Property Owner's Phone Number: 5-M 2.1 G1 Q -17 0 Contractor's Name: a Lx Y\,i Jr- vOJ C. C,1 � Contractor's Address: 36 (o b 14 w 41 5iy�f ej- M;PYL,A Contractor's Phone Number: 3 ®� l0 -6LI ': '42,o Flood Zonehf._ BFE q . (� Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [ I I am attaching a State Certified Appraiser's report, valuing the structure at: I am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that. has been recorded by a County Property Appraiser's Office. SIGNATURES: j Property Owner: Date: '�k I4 Contractor: Date: SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR Property Address: SUBSTANTIAL IMPROVEMENT AFFIDAVIT 10ACf t M WA S+Ir-e Contractor's Name: COCIJ OLLt 6YOV C- 4—MI r�-cY Property Owner's Nam tzyw , Property Owner's Address: Property Owner's Phone®S 2-A Ci q.1.1 Number: I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return .the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT 1, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF �/nor:dC. COUNTY OF _ AAu S. -%Z Before me this day persooblly appeared ��®clta �^ �� , who, being duly sw99doses a ays that he/she has read, understands, and agrees to comply with all the Swam to and subscribed before me this -1 day of r -W-9 2014 . 9��s ry P c State of 06a� mission ex,Eires '3 o 6 -1 e e` ALVARO RUDRICUEZ ,M1¢ COMMISSION #FF103952 oiV EXPIRES Ma ch 19, 2018 3� 0163 FI®ridlaR7LiL 'SeN(i)e aom I SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR Property Address: SUBSTANTIAL IMPROVEMENT AFFIDAVIT Contractor's Name: Contractor's Company Name: Contractor's Address: Contractor's Phone Number: Contractor's State Registration or Certification Number: Contractor's We Registration Number (if applicable): I hereby attest that 1, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT 1 AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT 1, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNTY OF Before me this day personally appeared , who, being duly swom, deposes and says that he/she has read, understands, and agrees to comply with all the aforementioned conditions. Contractor's Signature Sworn to and subscribed before me this day of , 20 Notary Public State of: My commission expires: Application Cost Estimate of Reconstruction / Improvement Number Date Address This cost estimate of reconstruction improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. owners who act as their own contractors must estimate their labor cost at the current market value for any work they Intend to perform. Sub -Contractor Bids Contractor or Owner Estimates Bid Amounts (see note "D") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 4. Roofing 5. Insulation and Weather-strip 6. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit Material Costs Labor Costs Meca i nd Std v2.2.5.0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 7/30/2014 0000 Project No. R0137 Company Name : COCONUT GROVE GLASS & MIRROR Designed By : EDWARD LANDERS Address : 3660 N.W. 41 STREET Description : IMPACT S.G. DOORS & WINDOW City : MIAMI • Customer Name : PAT LONGMAN State : FL. 6 Proj Location : 1499 N.S. 104 ST., MIAMI SHO File Location: C:\Users\Edwardv\AppData\Roaming\MecaWind\Default.wnd Input Paraters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic Wind Speed(V) = 175.00 mph 9 • Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At - 0.09 Bt 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 2.618182 12 Slope of Roof(Theta) 12.31 Deg Ht: Mean Roof Ht = 12.00 £t Type of Roof = HIPPED RHt: Ridge Ht = 15.00 ft Eht: Have Height = 9.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 72.00 ft Bldg Width Across Ridge= 55.00 ft Length of Hipped Ridge = 10.00 ft Roof Slope on Hip End = 10.95 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.20 ft lzm: Cc*(33/Zm)^0.167 - 0.19 Lzm: 1*(Zm/33)^Epsilon = 537.36 ft 0: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 • • . Gust2: 0.925*((1+1.7*lzm*3.4*0)/(1+1.7*3.4*lzm)) - 0.89 • • • Gust Factor Summary 000000 Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 •••i•• 0900 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi • 00 • GCPi Internal Pressure Coefficient = +/-0.18 00 Wind Pressure on Components and Cladding (Ch 30 Part 1) •• •• 0000•• a X_�' 2. • r 2 I 11D 5 X11 �a22 15 5*f` q ,J^ 0 r TI wags Hip Roof 7 < A c, 27 • All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 4.80 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf MKS. 'A,D2' 3.00 6.67 20.0 4 0.95 -1.05 46.42 -50.54 0000 • • 0000 000000 • ••• • • • • • •• • 0000••. 6 • • 0000 •• 0000 • • 9 • 0 000 0000• •• • 0000•• • • • • • • 9060•• ••969• • • ••666•• 0000 • • •69• MKS. 'A,D2' 3.00 6.67 20.0 5 0.95 -1.29 46.42 -60.70 MARK 'D1' 3.83 6.67 25.6 4 0.93 -1.03 45.64 -49.76 MARK 'D1' 3.83 6.67 25.6 5 0.93 -1.26 45.64 -59.15 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V^2*Khcc*Kht*Kd = 41.19 psf r • •••• •••••• • 00 • oanwN er: E.R. DATE 07-1 B-1 4 SHEET NUMBER C G Z OF 7 • • 184 1/2 • • MASONRY OPENING • • • F- IA O 1/4 �L� 184 1/4 W e �m W = N NC SLIDING GLASS DOOR WIDTH CL d' 1 1 1 7 I C7 W C7 I z ❑ WIt ❑ CL O O W mJ mZ O X X O o Q renn (J • Z • • • •• • • a) •••• • Z 2 Z 2 MARK D 1-REQ`D. (DXXO) L/V/NQ ROOM PGT INDUSTRIES SERIES °SGD-770° ALUMINUM IMPACT SLIDING GLASS DOOR IN WHITE FRAME WITH 7/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 14-0123.10 /r oanwN er: E.R. DATE 07-1 B-1 4 SHEET NUMBER C G Z OF 7 • • • • • 41 �i • i• W � • • • F- IA O �L� Z❑ my W e �m W = N NC OZ m CL oanwN er: E.R. DATE 07-1 B-1 4 SHEET NUMBER C G Z OF 7 72 1/2 MASONRY OPENING 1/4- 72 -1/4 SLIDING GLASS DOOR WIDTH 1 1 H I E9 OI W 743/4 Z I 6 4 rf MASONRY OPENING Z w 0 It p. 0 �. ' 3/8 74 3/8 0 0 WINDOW WIDTH O m CO a] m Z Q X X m L9Q7 8 .. Q 19 • Z .. Z••.•.• U] b [9 •.••.� •• J � W m 0 = 1 0 1 0 •••• • >- NEq N M O Goose* •• Z O •.• Z :06:0: UI . • Q .. • • • •. • •• 2 2 m 9 If] MARK D Z MARK A 7-REQ'D. (XX) 1-REIP'D. (OI MASTER BEDRDOM GARAGE (WITH OBSCURE GLASS) i PGT INDUSTRIES SERIES °SOD -7700 ALUMINUM P.G.T. INDUSTRIES SERIES "PW -701" ALUMINUM IMPACT SLIDING GLASS DOOR IN WHITE FRAME IMPACT FIXED WINDOW IN WHITE FRAME WITH WITH 7/16u CLEAR LAMINATED IMPACT GLASS OBSCURE 7/16" LAMINATED IMPACT GLASS N.O.A. 14-0123.1 0 N.O.A. 13-0502.03 iyf it O � N d' � m v� U] W �o W In [A MN 0. J N X L7 =O LL wpm >�QO m 0 F3_� Z LL m Z _ In 0 13 El 0 to U 1*] F .14 Is 000 • ••• ••. • •.• 6i1.. W 0.004 W M Q m F- N J O q LL t, 0 mI" ar W� L9w ON OZO_O m EL U DRAWN BY: E.R. DATE 17-18-14 aCG�_3R OF 7 0 Z Z W EL SECTION 2 ROWS OF 1/4 It TAPCONS W/ 1 3/B" EMBED. INTO CONC. AT 8" FROM CORNERS, A CLUSTER OF 4 ANCHORS AT MEETING ASTRAGALS AND BALANCE AT 24" O.C. (ANCHORING TO BE AS PER N.O.A.) PGT INDUSTRIES SERIES "SGD-770" ALUMINUM IMPACT SLIDING GLASS DOOR IN WHITE FRAME WITH 7/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 14-0123.1 0 2 ROWS OF 1/4" TAPCONS W/ 1 3/13" EMBED. INTO CONC. AT B" FROM CORNERS, A CLUSTER OF 4 ANCHORS AT MEETING ASTRAGALS AND BALANCE AT 24" O.C. (ANCHORING TO BE AS PER N.O.A.) • • • • • 0000•• • 0000•• 0000 • • 0000 0000•• • • •• •• •••••• so • M m O N d' N d' I- 40 In W N NNo J ED , X 1 _ Lv] tQi WF[ll r- Q O M O 19 it m �- -i m :1 LL z CO -m •• DRAWN BY: E.R. DATE HHEET NUMBER C G-4 OF 7 1/4 11 2 ROWS OF 1/4 11 TAPCONS W/ 1 3/8" EMBED. INTO CONC. AT 611 FROM CORNERS AND BALANCE AT 21 ° O.C. (ANCHORING TO BE AS PER N.O.A.) a x x S.G. DOOR WIDTH MASONRY OPENING S ECT/ Q N PGT INDUSTRIES SERIES "S12113-770" ALUMINUM IMPACT SLIDING GLASS DOOR IN WHITE FRAME WITH 7/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 14-0123.10 W m ❑ lY N � m v� ca m to ILI W III Q I_ d' m —10l, X L9 Ell Q W?�� ❑QNo ry m E9 i— O Z(L {0 Z �in ❑ppm ❑�QJ n V) • (B•• 4 • W r•• • • w m • H N �o `` I' a� Wo w� E9W N 1ZEpo J M IL 0 DRAwN er: E.R. DATE: ov-i a -i a 9NEET NUMBER CGS OF 7 4 41 of 000, • (B•• 4 • W r•• • • w m • H N �o `` I' a� Wo w� E9W N 1ZEpo J M IL 0 DRAwN er: E.R. DATE: ov-i a -i a 9NEET NUMBER CGS OF 7 rl ROWS ❑F I��t it TAm��wI� •&ii I .M ie 11 rww ccs AT 6't FROM CORNE (ANCHORING TO BE Ee 1/4 11 /411 S.G. DOOR WIDTH MASONRY OPENING SECTION PGT INDUSTRIES SERIES °SGD-770° ALUMINUM IMPACT SLIDING GLASS DOOR IN WHITE FRAME WITH 7/16° CLEAR LAMINATED IMPACT GLASS N.O.A. 14-0123.10 1/4 11 m O L N d' � N U] w t0 U] N m J fn 1 W Q O C7 i- ��PI O Z It t0 Z N Op�� D�Q:.i C3 V3 F- • • f•••t .... .. ..... .... .. ..... e� 'Ii O mL Q r W w [7W UN OZNLno J t3 IL � EW3 DRAWN BY: { DATE 07-18-14 HHEET NUMBER CG -6 OF 7 0 � N d' N d' H � EO W in Q 11 c9 J U] X W Hm LL eq >^Qo C _j to I— 3❑ d' J ro ❑ZW Z _ �n ❑❑-m 0 rj oQJ rim�� • • 0000•• s • 0000• 0000•• • • • •Soso• • l 0 • •M• W Wm �m 113 q LL I, Z❑ Uld Q r W E9 ❑N ❑Z❑o [7 n DRAWN BY: E.R. DATE HHEET NUMBER CG -7 OF 7 1/4 11 TAPCONS W/ 1 3/B" EMBED. INTO CONC. @ 6" FROM CORNERS AND BALANCE AT 12 11 O.C. "PW-701"ALUMINUM c d P.G.T. INDUSTRIES SERIES Q•' (ANCHORING AS PER N.O.A.) IMPACT FIXED WINDOW IN WHITE FRAME WITH A. OBSCURE 7/1 6" LAMINATED IMPACT GLASS a a a N.O.A. 13-0502.03 tm O UI 1/4 TAPCONS W/ 1 3/8° EMBED. INTO CONC. (—W6" FROM CORNERS Z AND BALANCE AT 12 it O.C. _ = Z (ANCHORING AS PER N.O.A.) ❑ W EL w ❑ 2 .v.D 1O 1D p.,. • 0000 Z a v •• • •• • 0000• Q O •Sao•• • ❑ 700.0000 0 '0000 000* 0000 p p •�•••• • • o00a • • Q ••0080 0 • • • �. p • ' • ••8•• • Q v •• • •00 'o a 3/811 WINDOW WIDTH 3/811 7 MASONRY OPENING a' SECTION SECTIO N 1/4 If TAPCONS W/ 1 3/8° EMBED. INTO CONC. @ 6" FROM CORNERS AND BALANCE AT 12 If O.C. (ANCHORING AS PER N.O.A.) 0 � N d' N d' H � EO W in Q 11 c9 J U] X W Hm LL eq >^Qo C _j to I— 3❑ d' J ro ❑ZW Z _ �n ❑❑-m 0 rj oQJ rim�� • • 0000•• s • 0000• 0000•• • • • •Soso• • l 0 • •M• W Wm �m 113 q LL I, Z❑ Uld Q r W E9 ❑N ❑Z❑o [7 n DRAWN BY: E.R. DATE HHEET NUMBER CG -7 OF 7 MIAMI•D�1DE MIAMI—DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1180$ SW 26 Street, Room 208 HOARD AND CODE ADMINISTRATION DIVISION T(786)31"590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) , :amldaae,8nv/eccaronev PGT Industries, Inc. -x--- 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 'documentation submitted has been reviewed and accepted by Miami Dade County RER- Product ERProduct 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-ado County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami- ado County) reserve the right to have this product or material tested for quality assurance purposes. If th product or material fails to perform in the accepted manner, the manufacturer will incur the expense of suc testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material wi hin their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mlami ado County Product Control Section that this product or material fails to meet the requirements of the appl.14 ablo building code. This product is approved as described herein, and has been designed to comply wid Ithe Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series KSGD-770" Aluminum Sliding Glass Doors w I wo Reinf orcements - L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0002 Rev. C2, titled "Series 770 Ali minum SOD - LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08105/07 and last revise on 01/23/14, signed and sealed by Lynn Miller, P. E., bearing the Mlaml-Dade County Product Control5 tion Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade C unty Product Control Section. AlissILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Egress operable doors must comply with minimum clearance width per FBC, ajs applicable. LABELING: Each unit shall bear a permanent label with the manufacturer`s nam or logo, city, state, modellseries, and following statement: "Miami--Dada County Product Control Approved", unless edw vise noted herein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been ed and these bias been no change in the applicable building code negatively affecting the performance of fh rp0iy�ct. TERMINATION of this NOA will occur after the expiration date or if there has beei► aaevision or okange In the materials, use, and/ or manufacture of the product or process. Misuse of this POA4s an endfflft neat of any product, for sales, advertising or any other purposes shall automatically terltft"#us NQAo (lure to comply with any section of this NOA shall be cause for termination and removal 6PNt7A. ADVERTISEMENT: The NOA number preceded by the words Miaml-Dadl Coupty, F10rI4 and followed by the expiration date may be displayed in advertising literature. If any. portion of "ONUA 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 manufacttirsi 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. 11-101&14 and consists of this page I and evidence pages E-I and E-2, as well as approval document mentioned above. The submittedocumentation was reviewed by Jaime D. Gascon, P. E. IAMI NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 e ��1` Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMaTTD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0002 Rev. C2, titled "Series 770 Al 01 through 23 of 23, ' prepared by manufacturer, dated 01/23/14, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-5 2) Uniform Static Air Pressure Test, Loading 3) Water Resistance Test, per FBC, TAS 202 4) Large Missile Impact Test per FBC, TAS: 5) Cyclic Wind �ressure Loading per FBC,1 6) Forced Entry Test, per FBC 2411.3.2.1, at along with marked --up drawings and installation diagram of Doors, prepared by Fenestration Testing Laboratory, Inc., Te dated 11/01/13, signed and sealed by Marlin D. Brinson, P.1 2. Test reports on: 1) Air Tnfilltration Test, perFBC, TAS 202-4 2) Uniform. Static Air Pressure Test, Loading 3) Water Resistance Test, per FBC, TAS 202 4) Large Missile Impact Test per FBC, TAS 5) Cyclic Wind Pressure Loading per FBC,1 6) Forced Entry Test, per FBC 244, 1.3.2.1, as along with marked -up drawings and installation diagre Glass Doors, prepared by Fenestration Testing Laboratory: Fn,5980, F1Ir5993, F11-6036, F nAO01, FTL-6014 YIIA023, • FTL-6024, FTL -6025, FTL-602% FTL FTL-60361 all dated 08/10/09, signed and sealed by Julio G Note: The test reports No.'s YIL-5980, FT"001 Sr revised and reissued on 12/29/09, all signed and seali SOD - LMP', sheets F and last revised on per FBC, TAS 202-94 ►1-94 .S203-% TAS 202-94 uninum Sliding Glass Report No.+TL-7554, per FBC, TAS 20294 4S 203-94 1 TAS 20294 i of aluminum Sliding Inc., Test Reports No.'s FT1, 6015, FT"0171 6031, FTL-6033 and males, P. Er e 1. YXLL-�601t have Ww: • i W JulioeG+o�les, P. Be*soe (Subndiied under previous NOA No. 0"826.10) ...:.. . ees. s. sees sees e e C. CALCULATIONS • • • • 0000 • •006 0 1. Anchor verification calculations and structural analysis, cnhplling vw't1MC-2810; prepared by manufacture, dated 01/24/14, signed and sed4*.40 hrn MM#,*P. E. • • • • 2. Glazing complies with ASTM E1300-09 : e e e e e s e e sees.. e . :see*: .. sees.. ssee Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-1 PGT Indusixies, Inc. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Reso�rces (RM). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 04/11/ 3, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlass Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATKNOMM 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Mill or, P.E. 2. Statement letter of no financial interest, issued by manufactme, dated Ol/24/14, signed and sealed by Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-755L,bsued by Fenestration Testing Laboratory, Inc., dated 11/01/13, signed and sealed bin D. Brinson, P.E. 4. Proposal issued by Product Control, dated 08/12!13, signed be D. Gascon, P. E.5. Laboratory compliance letter for Test Reports No.'s59809 FTI• -5993, FTL--6036, FTL--6001, FTL-6014, FT"015, I+7"01 FT"023, I+"r"024, Fr"025, FT"028, FTL-6031, FTL•-•6033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed -by Julio Gonzales, P. E. (Subinilled raider previous NOA No. 0"826.10) 6. Proposals No.'s 09-0177, dated 03/17 & 31/09, 0177A, dated 05/07/09, 09-017713, dated 06/09/09 and 09-0177C, dated 11/18/0 , all issued by Product Control, signed by Ishaq Chanda, P. E. (Submitted mukr previous NOA No. 09-0826.10) • • • • G. OTHERS ��•,,��• ' • • 1. Notice of Acceptance No. 11-1018.14, issued to PGT IndRugg, Inc.14.1eir SeFes • • "SGD-770 Aluminum Sliding Glass Doora w/ wo Re1nf0wa menta",, 8pproved; t1f •; 12/01/11 and expiring on 02/17/15, • • • • • • • • - . • • • • • ...... .... ..... .... .. . ...... • rrrrrr •• r rrrr r • • rrr Jaime D. Gasston, P. E. Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-2 _i. GENERAL NOTES: SERIES 770 LINA SLIDING GLASS DOOR DESIGN PRESSURE CHART 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS s B4GGTHS - T = TEMPERED HS = HEAT ST VMM4F-D SEE TABLES 1, 2 & 3 ON imm AYm'TYPES - SGP - .090 DUPONT SENTRY am PLUS mm = 0o DUPONT BUTACTTE PVB G3 - 7114' LAMINATED: (2) UTES OF 3118" HS GLASS WITH AAI .ice DBPVB INTS"YER. SHEETS 7,8 & 9 G4 - 7114' LAMINATED: (2) L TES OF 3114' HS GLASS WITH AN 0W SGP INTEF"YER. MA - 9118" UiAt M7 D: (2) UTES OF 114" HS GLASS WITH MAN DBPW INTERLAYER. G4A - 8114' LAMINATED: (2) UTES OF 114' HS GLASS WITH AN 090 SGP INTERLAYER GS -1" UMNATED I.G. 3/14''4 EXT. CAP + 318" AiR SPACE + 7118" LAMINATED. (2) UTES OF 3M4' HS Gi.ASS WITH AN 090 DBPVB INTERLAYER. 66-10 lANILNATi=D m 3114' T EXT. CAP + 31W MILS SPACE + 7114' LAMINATED, (2) LiTES OF 3114' HS GLASS WITH AN 080 SGP INTEM AYER G5A -1" LAMINATED L.G. 114!' T EXT. CAP + 6114' AIR SPACE + 711W LAMINATED: (2) UTES OF 318" H8 GLASS WITH AN 080 DBPVB INTERLAYER GOA -1" LAMINATED LQ. 1- - T EXT. CAP + 5114' AIR SPACE + 7114' LAMINATED: (2) UTES OF 3114' HS GLASS WITH AN 090 SGP INTERLAYER. G7 - 7114' I AMITAMM. (2) UTES OF 3/1W ANSI GLASS VM AN .= SGP INTERLAYER GS -1" LAMINATED M. WIW T EXT. CAP + 318•' AiR SPACE + 7114' L/1i MF TEI) (2) UTES OF 3114' ANN GLASS WITH AN JW SGP INTERLAYER. GAA 1" LAMILVA'itBf LG. 1/4" T SGP ILVTI;RLAYER. NOA DRAWING MAP SHEET GENERAL NOTES .........«.1 QUiALff: ED CONRG.......,..2-4 GLAZING DETAILS........... 5-S ANCHORAGE»........ -.........715 DESIGN PRESSURES...-.. 7-9 ELEVATIONS...»»..............15-16 CONFIGURATIONS... -......17 VERT. SECTIONS.....„,......18 HORi2. SECTIONS ...... ......1920 PARTS LJST...»................. 21 EXTRUSIONS ..............._... 22 23 _ EXT. CAP + 8116” AIR SPACE + 7114' LAMMIA'TFA: (2) LiiES OF 3M4' ANN GLASS WETH AN .098 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS MSE3 ON TESTED PRESSURE AND MAW TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE ANID GLASS TABLES ASTM E 13W 3. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THEOF THIS PRODUCT. MATERIALS, INCL.UDLNG BUT NOT LIMITED TO STEEL. SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE OF THE FL D(WA BUILDING CODE FOR ANCHORAGE DETAILS SEE SHEETS 7 n*X)UGH 15. 4. SHUTTERS ARE NOT 5. INSTALLATION SCREWS, FRAME AND PANEI..,CORNF s TO BE SEmm WITH NARROW JOINT SEALANT 8. REFERS:' TEST REPORTS FTS -6W. FTL-LTM, FTI --OM, FTL4014, FTI. -8014 FTL4mi7,. FTL-em Flt- 123, FTL4w24. Fi L -=B, FI1-W28, FTI.- 331, FTL.S=AND FTL-M DATED 810, FTL-7564 DATED 11101113. ELCO TEXTRON NOA 07-0425 01. x3-0225 05. ANSUAF&PA NDS -2.005 FOR WOOD CONSTRUCTION AND AM&2005 AUIM1NUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF n E FLORIDA BUILDING CODE, 94CLUDM THE HIGH VELOCITY HURRICANE ZONE {IM44 8.DOOR sm MUST BE VEpiRm FOR C.OipLiANCE WITH EGRESS REQUfREMENTS PER FLORIDA BUILDING CODE. AS APPiICABLE. 8 CONFIGURATIOfa SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION LLUSTRA71M (SHEETS 24 A. D.L.O. WIDTH - PANEL WIDTH - T B -83..0 HEIGHT = PANEL. HMff -528° 1. FOR CONCRETE. APPI ICATIONS IN MIAMI -RADE COUNTY, USE ONLY MI IMI-DADE COUNTY APPROVED ELCO V r OR 5116" ULTRACON (FORMERLY TAPCON) CONCRETE SCREWS OR 114" ELCO SS4 CRETE-FLIE . SEE TAME ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPUCATIONS USE 812 STEEL. SCREWS (%-). 114" ELCO SS4 CRETE -FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD) 3. WOOD SUCKS DEPICTED AS Ix ARE LESS THAN i 112" THiCK. 1x WOOD SUCKS ARE jOPfTLONAL IF UNIT IS INSTALLED DIREC'T'LY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GRi=ATER. 1X AND 2X BUCKS MIEN USED) SHALL. BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBRJTY OF TM ENGINEER ORARCHITECT ECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: UM: THE ALUMINUM SHALL BEA MBMlM STRENGTH OF 8183-716 ANDA MINIMUM OF 114' THICK THE ALUMINUM STRUCTURAL MEWER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DE'Tt ARS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE 412 SHEET METAL SCREWS WWIM FULL TWEAD ENGAGEMENT INTO THE ALUMINU hL IF THESE CRITERIA ARE MET, THE RILL. DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3. SIRS. 7-k FOR ANCHOR 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MA'T'ERIAL. IS NOT REQUIRED. IF USED, NON -SHRINK. NON-METALLIC GROUT. 3400 PSI MiK. (DONE BY OTHERS) (MAX. 114" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT iS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, ORAS APPROVED BY THE AUTHORITY HAVING JURISDIDTK}N. Goncaatc MUM NXi3iiR and MWOM gdp nae a' co mfo I tkl- r sdOW i tiroaiadCUU Eco tiNfraeDtt 1W 43/8 1 2 112 1 1 W 2 442 1 1 314 1 2 412 GPW 1 314 1 1 V4 I 1 V4 1 9144 1 1 3f4 1 2 142 31c0Ca ftftx 884 1 00-1-4 344 1 2 921 1 144 1 2 142 1 NdRecorn lded Cont" G outed CMI! cal Qfantad CMu lyes Tile. lift Erna ti m fad aft mm. ad Mie. � I&L 8d Nm ISnb. Min. 9d Eco UW4608 1/4" 1 1 3M 2 V2 1 SN 1 2 112 1 V 344 1 2 112 1 314, 1 V4 fto C4*te+7ex 184 1W 1 $614 2 142 Not Rimed I 1 S44 1 2 412 I M R000MM nded FB020IOCODE CHANQE NOKOAd18, FL 84276 P.OZ BQ?f 4618 NOKOMNB, A,8427�1 Coipate Strength Net ubeawds Type A07M C-90 , > Ulftacon v4" 270D PSI 8114` 3600 pet E1ca C"+ -lex S84 Ur WW Fd1 DaflrtlBo= T_mb. - Ew&Wh W Eo aMg*7 moum CONCRETE SCREWS 87RENG/r.& 7uMW. -13WKS1 ON. - f7701 FF -11 MamcFsftnp awleamenta unamm #ad cmu A07M C-90 , Ile c�s#tt► �t 3ratiled CMu to ssaflone 2to5.2.2.1.2 and •e• Rea ofila i:ec `h codtaws( ea ,_611 Jamb4 In. Y MIn. ftbj Min. Ed 672 Woad 8orew 1318" 1" ISM C(0%4 Tex 884 1 1344' 1" 770ALUlf INUA# eHse„m I AIMS I ! d 23 r l..m PROM= R MSE? as WMldying vd1h dwFlo" LYNNM 4' �i �• � i � 5870.6 •� %�O •. ATE ; � ��v: ��i'��h•'•• FCORi'U14'••' �`��: S`s�atVAi- A. L'�lidr� Mlt.�# �►�. P"mos . . •e• ...... ...... .. ...... see:** e eee* .0. e eee• •ee •eeeo ...... ... ..... e e .e e. ee .ee.ee ee . .. PROM= R MSE? as WMldying vd1h dwFlo" LYNNM 4' �i �• � i � 5870.6 •� %�O •. ATE ; � ��v: ��i'��h•'•• FCORi'U14'••' �`��: S`s�atVAi- A. L'�lidr� Mlt.�# �►�. P"mos APPROVED CONFIGURATIONS: SEE TABLE SHTS. 7-9 S TA SI- I Xp SEE D.P. TABLE, SHTS. 7-9 SEE ISP TABLE SHTS. 7-9 SFF n P TART F SEE D.P. TABLE. X0, O.I., XX, XXp 0XX0, XXXO, C►XXX, XJCX, XXXXD CORNER, TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPERABLE PANEL. f lOHtH4 C NOfL4MQfiH18SHEE7DUALIFIED CONFIGURATIONS rrEC� _ SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE. OXO, C3XX, XXO, UXXp, XXXp Z POCKET, TYP. Pea at?x 1mCTWSERIES 770 ALUM. SGD - LMI N°KOM R se2t� am"D NTS 2 a 23 MOM 00.00. *tones .sten. • 0 noon jL noon. _ .. ODUUMMUD cam0ylngvAkhih9ftddx Im mfla ceNo mxutance Nd 4t� :0 JT O am ...... �c 14o.68705 r � o'•. ATE � .•� �� C1 P.E.# 687x8 so•nen • snttso @see• e noon. 0000.0 noon.. • •0000• SHTS. 7-9 EE BLE ITS. / -9 ww 0XX0, XXXO, C►XXX, XJCX, XXXXD CORNER, TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPERABLE PANEL. f lOHtH4 C NOfL4MQfiH18SHEE7DUALIFIED CONFIGURATIONS rrEC� _ SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE. OXO, C3XX, XXO, UXXp, XXXp Z POCKET, TYP. Pea at?x 1mCTWSERIES 770 ALUM. SGD - LMI N°KOM R se2t� am"D NTS 2 a 23 MOM 00.00. *tones .sten. • 0 noon jL noon. _ .. ODUUMMUD cam0ylngvAkhih9ftddx Im mfla ceNo mxutance Nd 4t� :0 JT O am ...... �c 14o.68705 r � o'•. ATE � .•� �� C1 P.E.# 687x8 so•nen • snttso @see• e noon. 0000.0 noon.. • •0000• AFF' n P TARI F v oxxxo, Xxxxo, oxxxx, xxxxx, xxxxxp SEE 90* CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 S C TA Sh 7 SEE D.P. TABLE_ oxxxxo, xxxxxo, oxxxxx, xxxxxx. xxxxxxp APPROVED CONFIGURATIONS NO CH4NW M8 SHEET 10 ToomVouWamWKOWA FL ae= NOK MMM 4 jQ6 gb swlth tw Flodit BtMdb* Cods Acc cv No ;Jii D�udoFt tCoHt w SERIES 770 ALUM. SGD - LMf Wk% Mft ea4 &A* vm ft leae sora NTS S s 23 1 PQTUQ02 M ��111i111111�I i- �c 00.58706 %?� •, A•t� A. LYNN MtLLER, P.E. P.E. am SHTS. 7-9 I EE BILE ITS. -9 viwv / t` v oxxxo, Xxxxo, oxxxx, xxxxx, xxxxxp SEE 90* CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 S C TA Sh 7 SEE D.P. TABLE_ oxxxxo, xxxxxo, oxxxxx, xxxxxx. xxxxxxp APPROVED CONFIGURATIONS NO CH4NW M8 SHEET 10 ToomVouWamWKOWA FL ae= NOK MMM 4 jQ6 gb swlth tw Flodit BtMdb* Cods Acc cv No ;Jii D�udoFt tCoHt w SERIES 770 ALUM. SGD - LMf Wk% Mft ea4 &A* vm ft leae sora NTS S s 23 1 PQTUQ02 M ��111i111111�I i- �c 00.58706 %?� •, A•t� A. LYNN MtLLER, P.E. P.E. am APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7••8 L!► L!1 =s? Yi�77 si7 tiF7 EFJ` /'l /.`, n 1, X7 7 NoMY! , �i 7 fii`7 n l;a • TABLEDP SHTS.MY 'Nr �iL7j�iL1 L�♦��♦rti s • 4LTiL7 �L7 • ' rra.is=� �r7.i77 x xxxxxp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 CGS r% 0 T®RI r - S TA SI- S oxxxxxxo, xxxxxxxo, oxxxxxxx, xxxxxxxx, xxxxxxxxp fL� Wllill c 1 NOCHANOETH189HEE7 QUAL 18707ECi(NDLOOYDANE IFIED CONFIGURATIONS W4C2 NO CHANGaS TO TMS SHEET ACKORM A 3 me pa sox im SERIES 770 ALUM. SGD - LMI a�be AtOKD14118. R 3MM4 rm NTS 4 a 23 a+»� POT0002 rC2 SHTS. 7-9 EE BLE ITS. . . .. 6666.. -9 I� oxxxxxxo, xxxxxxxo, oxxxxxxx, xxxxxxxx, xxxxxxxxp fL� Wllill c 1 NOCHANOETH189HEE7 QUAL 18707ECi(NDLOOYDANE IFIED CONFIGURATIONS W4C2 NO CHANGaS TO TMS SHEET ACKORM A 3 me pa sox im SERIES 770 ALUM. SGD - LMI a�be AtOKD14118. R 3MM4 rm NTS 4 a 23 a+»� POT0002 rC2 With anlq0tWa NO. 58705 ATE of �, �` 6'6.6 !°coa�oa••'' �`�.• . F • 6666.. �, , IONAL .�`. A. LYW [NII.LER• P.E. Ru mm . . .. 6666.. s6.•66 •• 6646.6 • .•666• 6666.. 646• i 6666 ofe 60000 • 6666.. • •666• go 0 0000 66,,66. . ,. . 6666.. •4 0 0 0 •6 • 00100�0 With anlq0tWa NO. 58705 ATE of �, �` 6'6.6 !°coa�oa••'' �`�.• . F • 6666.. �, , IONAL .�`. A. LYW [NII.LER• P.E. Ru mm 202 ocr 214 3/16" HS GLASS ERt 204, 3116" HS GLASS ffi 8 3116" ANN GLASS .090 DBPVB .090 SGP .090 SGP T HS GLASS 3/16" HS GLASS 74 3/16" ANN GLASS 74 7116" NOM. 7116• NOM. - 7/18" NOM. 82 82 1 82 1. 3/4" NOM. We NOM. 314" NOM. GLASS GLASS GLASS 80 BITE 80 BITE SQ BITE 54 54 54 7/16" LAMINATED GLASS TYPES G3 7/16" LAMINATED GLASS TYPES G4 � 7/16" LAMINATED GLASS TYPES G7 zo3 2a5 215 MmEmm 114" HS GLASS 114" HS GLASS 8114' ANN GLASS .090 DBPVI3 .090 SGP .OW SGP 114" HS GLASS 74 114" HS GLASS 74 114" ANN GLASS r314 9116" NOM. 9116" NOM. 9116" NOM. $2 82 82 NOM. 3WNOK M. GLASS GLASS S 81 BITE $1 BITE $1—Z :T 54 54 54 9/16" LAMINATED GLASS TYPES G3A 9/16" LAMINATED GLASS TYPES G4A A9/16' LAMINATED GLASS TYPES G7A NO OHANGETHS8NEEi VM »CM%%xoorrrRWwpowmm G SING DETAILS annFa ocazUvo res car �2l� a WA, ��s . �, � SF�IES 770 ALUMINUM SC�3D - LMI P.O.60X im JVOKaW, R 3074MOM IVT3 6 or23 vowwPOT0002 C2 LODUCTREVNED rlyh� wi1l� the Flo:ida dtdins colo t t , • im Iam{ DadePmd �a'�troi"'�`"`�: `��ittllllt�j//` � Qe? .• ' �jGE 3� '•.. i No. 68706 .. .� %• ATE F tw Q ��ss� oNA� �1a �• A. LYNN M6.LER. P.E. P.E.# 6om w • •• •090• • 9990•• • • 0009 •• • • 0000.. • 0000. s • • •• •.J • • 9099.• 9909•• • • :040:6 •9000• 09 0 Jf- LODUCTREVNED rlyh� wi1l� the Flo:ida dtdins colo t t , • im Iam{ DadePmd �a'�troi"'�`"`�: `��ittllllt�j//` � Qe? .• ' �jGE 3� '•.. i No. 68706 .. .� %• ATE F tw Q ��ss� oNA� �1a �• A. LYNN M6.LER. P.E. P.E.# 6om 210 OWN 3/16" HS GLASS .090 D_ sn 212 3/16" HS GLASS EXTERIOR .090 SGP -- 74318" AIR SCE 3115" T GLASS 1" NOM. M 3/16" ANN GLASS .090 SGP — D 3/1(r ANN GLASS 1 i n I n t — 1" NOM. 41-fi 11 1 83 31G" NOM. 83 3/4" NOM. ata" NC1I4A. SS 79 WE 790 LASS BITES 79 BrrrrEE WRASEAI. SPACER TRUW-4 . DURASi:AL SPACE �t TRUSM DURASEAL 71'"'MLAM41NATED 1" !.AMINATED I.G. TYPES G5 1" LAMINATED I.G. TYPES G6 I.G. TYPES G8 55 211 213 217 3116" HS GLASS 3116" HS GLASS EXTERIOR 3116" ANN GLASS .09 DBPVB .090 SGP .090 SGP 3115" HS GLASS 3116" HS GLASS 3116" ANN GLASS Q. 6/15" AIR SPACE 74 5/1 74 AIlRCE 74 114" T GLASS 1t�' T NSA '{14 T 1�NOOIiA. 83 i S3 J83 ata" NOM. GLASS 79 WE I 74 TRUSEAL DURASM SPACER—"' TRUSEAL 1" LAMINATED I.G. TYPES G5A 55 NO CHANGE IM ShW 3/4" NOM. GLASS WE 1" LAMINATED I.G. TYPES G8A 314" NOM. GLASS BITE TRUSM DURASEAL SPAM j A1" LAMINATED I.G. TYPES 08A C56 ODUcl REVISED eomylying wkh the Florida .c,cvu $ Ido 01 � tIamll?�ProductC4ilfCi}i ``�'a 4 ltt!/l/I ' No. 58705VTOCiWOLOGYDRW GLAZING, DETAILS °�' '••..�to.....•'••��,`• SERIES 774 ALUMINUM SGD •• LM! F.Q sw uw ntarta Fr. War4NT3 6 d23 PGT0002 2 A. LYNN t P.E. see � tIamll?�ProductC4ilfCi}i ``�'a 4 ltt!/l/I ' No. 58705VTOCiWOLOGYDRW GLAZING, DETAILS °�' '••..�to.....•'••��,`• SERIES 774 ALUMINUM SGD •• LM! F.Q sw uw ntarta Fr. War4NT3 6 d23 PGT0002 2 A. LYNN t P.E. DESIGN PRESSURE AND ANCHORAGE - UN-REt{►IFORCE - STMDARD STLE - STANDARD ASTRAGAL TABLE 1 > HEAD & SLL (H&S) HTEFLOCK LOCK, Sf RN*ff & CORNER ASTRAGAL CLUSTER RMS N8407ATEANCHOR OTY. FM PANM H & A > JANE ANOM CTY. *44OOKANOM QTY. Gni- 7118` LAW ATE31GLASS- (3116- HS. /PV13l3f18- KS.) AneNr. TWmr. G3A - 911(- LAMNXIW GLASS - (114' H.S. / PJB 1114' H.&) 1) *114- E OO UL'iRACON (FUMMY TAFOON GB - 7118' LAMiAT®MU - (3118- TEM? I AIRI 3116- H.S. I PVB 13118• KS,) 2) -U4' SS4 C!BEMF .D( GSA - 7118' LAMNA7E3 LG U - (lW MV. 1 AIR13116' K& I PVB /3/18- H.3.) 3) '61'18' IJL'iRAWN W - 7118' LAMINATE) GLASS - (3118' AMYL I SWI 3f16° AW) 4) V12 STEEL SCFEN (GS) GTA - 9118' LAMNATW GLASS - (114- AMM, f SGP1114' Abk) • SE EANWORAGE N07ES 1 & 2 CNSHMr 1. GS - 7116" LAMNATM LMU - (3/1(r MW. I ARl3fW AM I SGPI 31W ANN:) GSA - 7116" LAMNATED LO L - I 114' Tf341P. i ASt! Sir AML 1 SGP13118' Am OUT =glaf s0 84 SI.L RISE HEGHT (+) DESIGN LOAD 90 I LOW 2112" 98 MED 3-114" NOM. PANEL WDTH FRAME SIDE N VZ § a4 in ? N C4 VZ v 8 , v C4 q N�; .- § V' a N %- � V of GLA33 TYPE - ALL ABOVE 1 +60 -60.0 +80 -600 +80 -80.0 +60 .60 .0 24 H&S C4+1 04+1 C4+2 04+1 C4+1 04+2 C4+1 C4+1 C4+2 04+1 C4+1 C4+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE -ALL ABOVE +60 800 +60 -800 +60 -60.0 +80 -60.0 30 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 04+2 C4+1 04+1 C4+2 10 10 10 10 10 14 10 10 10 10 10 10 K 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - AL+60 -60.0 +60 -600 +60 -800 +80 -80.0 38 C4+1 C4+1 C4+2 04+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 10 10 10 10 10 10 10 10 10 10 10 JAMBOVE 10 K 5 S 5 5 5 5 5 5 5 5 5 8 GLASS TYPE - AL+60 -60.0 +80 -800 +60 -800 +60 800C4+1 42 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 04+2 10 10 10 10 10 10 10 10 10 10 10 10 5 5 5 5 5 5 8 8 e 8 8 L6( m'TYPE- +60 -60.0 +80 -60A +60 -80.0 +60 80.0 '``� 48 �--''' H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 JAMB 10 10 10 10 1fl 10 10 10 10 10 10 P -HOOK 5 5 5 8 8 S 8 8 8 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL. 2. WHEN USING THE 2 U2" SILL, POSITIVE WATER DP IS 4$.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGEDk SEE TABLE 1A. 3.4", 3114" AND 2112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIA%M* THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. THIS SHEET ADLO WIDTH = NOM, PANEL WIDTH - r a= EXAMPLE ON SHEET 10 TABLE 4A. SILL HT. VS POS. DP SI.L RISE HEGHT (+) DESIGN LOAD FLUSH 1-Iff WA LOW 2112" + 48.67 PSF MED 3-114" + 60.0 PSF HIGH 4# + 60.0 FSF SEE NOTES 1-3 DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" W OUTSIDE CORNER vn nwapme IR MA, MOKOM A X578 =or wxfao FRIES p1Yo1G(W, n 84274 Ry t BQDiJ'0 9W INSIDE CORNER OH HEIGHT OH LENGTH OVERHANG OR LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 I A—L—U�MINUM SQa - LMC Oft N7161 T a 29 POitfi0ti2 campb* ,h Jtici o " • • dtdhm Code . A—n 4 o� Z OEM P&IMMSMD ANCHORAGE- UN -R NSI) IOW - HEAMUTYSME - STMDARD aS7RAi1Al. Hn0.D&SEL (HfM MBiI.00KAOiRWW &t0WRA8MkGAL CLUSIMPLUS HMWATEANdi0RQW. RRPANL H&% •v MBANVRQ7Y. a LHC)0KANMmCiY. G4- TW L 4WA71DO ASS - (OA0' KS.1 SGPI3FW KS) aT - WW LAWIA7WGLAS8- (3l16* AME /SV 19f W AME) -W16"LAW AIMCLASS-(1f4"K&/StIPl1I4"KS.) GTA-WWLAMtkMG ASS-(IWAMISGP/114AM) G6- VW LAWAll6lLGtE-(X118'7EIIP.IAH/36'KS.ISVI3fWKa) 08-7/18"LAMNAIWLQU-(3flirMP.TAR/3iWAMLISWISIWAM) GOA- ?tW A#M7WtGlL•GIA -7/16•LA!lSBIlEDML•(lW7BV.IARI3fWAM ISWI3JWAW) UNYf HEIt iT 80 84 so 98 102 LOB TAS AnclWl"m 1) 4W MW ULIMCON (FORM88.Y 2) *W894CFEMIO( 3)'dif`t6+'U1.7 OON 4) "MaMSCiM(CSi) •8EEANOH0PAGEN0M 1 &2GN8HWi. 114 120 NOR PANEL - _ FRMS � I I� � R ` P t3 Cam ;`��- �.-.. ry P . M ,� � (91 f- • �qr C N P 0666.. 04 t"' Qp N ( P 6606.. It (j ". ••••]-:0. (1i P M TYPE-A1LABOVE MO •SOA SW 49XO 80.0 41U 6 •$6•• 800 -80.0 SOA -W0 80A -w0 80A -W0 8l30 •60.0 •••0•• • H&8 C4+1 04+1 C6+2 C4+1100+2 C4+i C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 04+1 CS+2 C4+1 C4+1 C8+2 C4+i C01 C8+2 24 as ww0yia8 with 9w Plod& JAMB 10 10 10 il 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-H001C 6 6 6 6 5 6 5 b two �016 8 8 8 8 8 8 8 8 8 8 8 8 GLASSTYPE-ALLASOW 800 -MO MA -600 80.0 4MO 80.0 -60.0 WA 4HL0 W.0 -800 80A 4MO H&S C4+i C4+4 C8+2 04+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 08+2 C4+1 C4+i 06+2 04+1 C4+1 t2i+2 C4+i C4+1 C8+2 C4+1Im 30 JAMS to 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 P-Ht10K 6 6 8 S 6 b 8 5 8 6 6 6 8 8 8 8 $ 8 8 8 8 6 TYPE -ALLAH f.0 -GOA 800 -W.0 6oa -SOA wo -WA a" -wA a0A -BOA aW 48Q0 840 -80.p H&S 04+1 04+1 C8+2 C4+1 04+1 C6+2 C4+1 C4+1 C8+2 04+1 C4+1 C8+2 C4+1 C4+fla +2 C4+1 C4+1 C8+2 C4+i C4+1 08+2 C4+1 04+1 08+2 36 mm 10 10 10 10 10 10 10 10 10 10 10 10 12 122 12 12 12 12 12 12 12 12 12 P -HOOK 6 b 6 6 b 6 S 8 5 b 6 8 8 6 8 1 8 1 6 7 T 7 7 7 T GLASS TYPE-ALLAME 640 -80,0 BOA -mm 80A -800 s10 -80.0 G.0 4800 WA 460.0 800 -600 6Qa -600 H&S C4+1 +1 C4+i C8+2 C4+1LT2 C4 4 C4+1 CB+2 C4+1 C4+1 C0+2 C4+1 04+1 C6+2 04+1 C4+1 C6+2 C4+1 C4+1 C6+2 42 JAMB 10 Mi2 10 10 10 141 10 10 10 10 12 12 12 12 12 12 12 42 12 12 12 12 P-HOOC 6 b 6 6 8 6 6 8 6 8 7 7 7 7 7 7 8 8 B 8 GLASSTYPE-ABOVE 800 -80.0 840 -80.0 80.0 460.0 800 -mA 800 40.0 800 -80A 840 -84.0 800 •800 H&S C4+1 04+1 C6+2 C4+1 10444100+2 0401 1 C4+1 128+2 C4+4 C4+1 C4+1 C6+2 C4.1 C4+1 C8+2 04+1 C4+1 t2;+2 C4+1 C4+1 C8+2 4811 JAMS 10 10 10 10 10 10 10 10 10 10 12 M77 12 12 12 12 12 12 12 12 12 12 12 RHCOK 6 6 5 6 8 6 B 6 8 7 7 7 7 8 8 e I s I 8 8 1 9 1@ s TYPE -ALLAN H&S JAMB MOOK H&S JAYS 800 -60.0 80A C4+2 04+2 C5+2 !04+2 10 1a 10 8 6 8 WA -0" BOA I C4+2 C4+2 C6+204+2 10 i0 10 10 8 8 8 8 -600 800 -600 04+2 08+2 C4+2 C4+2 10 1010 10 6 B 8 6 -800 800 -GOA 04+2 C6+2 04+2 C4+2 10 10 10 10 8 6 7 7 Cb+2 10 7 1010 7 WA 4XL0 04+2b4 10 10 10 7 7 7 04+2 C6+2 10 MY7 B PANELS OVER 4r WIDE NOT AVAILABLE OVER W HIGH TYPE-ALLABOAfF ( p 1. POSnWE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114° SLL. 2. WHEN USING THE 2 'lf2" SILL, POSITIVE DP IS 48.67 PSF MAX. WHEN US94G THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED] SEE TABLE 2A. 3.21/2°, 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 Vr SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMN THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NOCHAiItm7HISSHEEP 0 = EXAMPLE ON SHEET 10 TABLE 2A L HT. VS POS. OP SLL RISE (+) 083id HE09 LOAD FLUSH - I-Iff WA LOW - 2- +MAY PSF AM - 3.11 +SOLO FIS H H -4" 1 +SMGFSF SEEM B31.3 STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 8 FOR $0• INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.2V OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 ! 11 OR GREATER SEE NOTE 3 SENES 770 ALUMINUM SGD - sawn I NTS 1 8 w 23 1 PGTM I C2 %11111111/ ♦♦• Q�� 6,666.. �1� '�� -;, ��'•• ��N� 0.00 ,'��i • II 1 LL. 44 pl.: .w.: i �' •• 6666••' s,+ONA.�`. A. LYNN MILLER. P.E. P.E.# am *4 4 • 6066.. . 6606•. • 0666.. • 6606.. ••••]-:0. • 0 •• •060• 0000• 6 •$6•• •• •• . 0.60.0 •••0•• • 6 • i•. :6.6 • PRODiJCPRBVISBD • • as ww0yia8 with 9w Plod& OH LENGTH ut7dWo Code Acceptance No dk� . E..2e OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 ! 11 OR GREATER SEE NOTE 3 SENES 770 ALUMINUM SGD - sawn I NTS 1 8 w 23 1 PGTM I C2 %11111111/ ♦♦• Q�� 6,666.. �1� '�� -;, ��'•• ��N� 0.00 ,'��i • II 1 LL. 44 pl.: .w.: i �' •• 6666••' s,+ONA.�`. A. LYNN MILLER. P.E. P.E.# am DESIGN PRESSURE AND ANCHORAGE -UN-REINFORCED - HEAW DUTY STILE - HEA DUTY TA8LE3. > HEAD & SILL MS) Kl RLOC t, STRAIGH17 & CORNER ASTRAGAL CLUSTER PLUS INTO N EXATE ANCHOR QTY. PER PANEL H & S, > JAMS ANCHOR QTY. >RHOOK ANCHOR QTY. 04.7118+ LAM14AYM GLASS - (3/16" H.S. / SGP / 3118" H.S.) AROW Tg1es: G4A - 9110' LAMNATI3) GLASS - (114" H.S. / SGPI iW H.S.) 1) *lW ELC0 ULTRACON (FOREO&Y TAPOON) G6 - 7116' LAMINA -FE) LG.U. - (3116" TEMP / AR / 3118- H.S. / SGP/ 3/1(" H.S.) 2) *114" WA CRETE: FLEX GOA - 7N8' LAMINATED LG.U. - (114- TEMP. / AR/ 3118" H.S. / SGP/ 3116• H.S.) 3) W16° UL7RACON GY - 711V LAMINATED GLASS - (3116" AI L / SLIP/ 3118" ANN.) 4) 1#12 STffi. SCREW (GS) GTA - 9116" LAMINATED GLASS - (1/4- ANN. / SGP/ 1/4'• ANN.) ' SEEANCHORAGE NOTES i & 2 ON SHEET 1. 08 - 7118- LAMNATB} I.G.I.I. - (3/16- TW I AR / 3N' ANN. I SGP 13/18' ANN.) GOA - 7118' LAMINATE) I.G.U. - (1/4- TEMP. / AR/ 3/18' ANN. 1 SGP 13118" AMC) AI.I�'J•IEK�iIT ---__._.--- 80 84 90 96 NOM PANEL FRAME v O WIDTH SIDE N r" M .0 H N ch st cq N VX er N N p M , �t td• GLASS TYPE- ALLABOVE 00.0 1900 800 -90.0 90.0 -90.0 00.0 -90.0 24 E H&S C6+2 C6+2 C.8+2 C8+2 C6+2 C6+2 C6+2 06+2 C6+2 08+2 C8+2 C8+2 JAMB 10 10 10 10 10` 10 10 10 1 10 10 10 10 P HOOK 6 5 6 6 6 fi 1 5, 6 1 8 8 8 6 GLASS TYPE- ALL ABOW 90.0 -800 800 -11.0 90.0 -90.0 90.0 80.0 30 -5 HSS C8+2C8+2 CG+2 00+2 C6+2 06+2 C6+2 C6+2 08+2 C6+2 I C6+2 C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 It P HOOK 8 1 6- 6 6 6 6 66 7 7 1 7 7 GLASS TYPE -ALL ABOVE 90.0 -90.0 900 -90.0 90.0 -90.0 90.0 -90.0 38 6I H&3 t+2 (23+2 C8+2 C6+2 C8+2 06+2 C23+2 C6+2 C6+2 C6+2 (23+2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 1 I 10 P HOOK 8 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE -ALL ABOVE 90.0 -90.0 90.0 80.0 90.0 -900 900 •90.0 H&S 08+2 1 C8+2 C6+2 C6+2 C8+2 C0+2 C8+2 C8+2 C S+2 C6+2 C6+2 06+2 10 10 10 10 10 10 10 10 10 10 10 10 42JAMB P HOOK 7 7 7 7 7 8 8 8 1 8 9 9 9 GLASS TYPE -ALL ABOVE 90.0 -900 900 80.0 90.0 -900 SEI: NOTE A H&S C6+2 C8+2 C6+2 C8+2 C6+2 C8+2 C6+2 C8+2 I C6+2C8+2 I C6+2 C8+2 48 JAMB 10 10 10 10 10 10 10 10 1 10 10 10 10 FXHOOK 8 8 8 8 8 jai 9_1 9 9 10 10 10 dr 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4- SILL. 2 WHEN USING THE 21/2' SILL. POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED] SEE TABLE 3A 3.21/2", 31/4", AND,? SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY ASH OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM]; THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIDE TO COMPLY WITH FBC EGRESS REQUIREMENTS. ILIO CHANGE THIS a GLASS TYPES 4,4A. 6.6A, 7A, 8 & 8A; +1-87.1 FOR GLASS TYPE 7. 90.OUTSIDE CORNER 1.- TABLE 3A SILL HT. VS POS. DP SILL RISE (+) DESIGN MIGHT LOAD FLUSH -1-1/2' WA LOW - 2112' + 46.67 PSF M® - 3-Vr +60.0 PSF HIGH -,r + 90.0 PSF SEF NCffES 1-3 9 w1c tNOt00Y11 m NOxotrMFLUM KCI nl3(21'4 SERIES errm"a 90° INSIDE CORNER OH LENGTH OVERtANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 I 41 OR GREATER SEE NOTE 3 I ALUMINUM SGO - LMI NTS 9 d 23 "PGT0002 C2 NOM. PANEL WIDTH - 7" NOM. PANEL HEIGHT - 8.2&' REiVISEID it %vEh dw Niorida 1/111111 58105 i'p •• tE � tiy' ON��A��L t. A LYNN MECI:ER, P.E. P"mos ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR T(PES: 1)114" ELCO ULTRACON (FORMERLY TAPCON) 2)1!4° ELCO S84 CRETE -FLEX 3) 5115" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 19. SHTS. 79: HEAD & SRL W MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE S" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90+ CORNER ON SHT.1142. I JAMBS & P -HOOKS... 00 MAX. FROM BOTTOM AND 21" MAX O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 79. SEE P -HOOK ANCHOR DETAILS ON SHEETS %15. "ANCHORS PER PANEL" ARE 8" MAX. ----------------------------------------- "ANCHORS — r INTERLOCK — — — r — — ASTRAGAL ILO 8" M THOSE AT THE HEAD AND SSI. 3' CENTERLINE /--SEE CLUSTER DET., SHT. 11 CENTERLINE — " i BETWEEN CLUSTERS -OR THOSE - TYP. BETWEEN A CLUSTER AND A ° 4.051" ,ol FRAME JAMS OR P -HOOK. 2A4" .X161" a o 3.5" 3.6" 24" MAX. O.C. 3 c EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD SILL GE (3 PALL. 2 TRACK EXAMPLE SHOWN) = M4) ANCHORS TOTAL � Tom• 1(3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE _ - r EXTERIOR +- I 04+2 & CORNERS = t20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP. JAMB CLUSTER DETAIL BELOW SEE CLUSTER 2 C4 2 04 2 C4 2 DETAILS, SHT. 11 I1 24" MAX O.C. EXTERIOR 6"I 3.5" TYP. SEE NOTE BELOW (7) P HOOK 14• ANCHORS t LINTERLOCK CENTERLINE 5"I 3.5" TYP. ox. a x x x x x x x x x x � 0 �, x x � x = FRAME x 21 ®x ANCHORS MAX, ® P -HOOK ANCHORS •0000 x x ®1 x a •® Q" MAX. x x x x x x z x x x Irk' _j x x x x x4 i 'i, u v MAX.. TM 1�_- x [x --x x 24" MAX O.C. nn• r►�n0cri 1X0 (10) ANCHORS D.C. PER JAMS (SEE SHEET 13 FOR CLUSTER O.C. SPACING kx. EXAMPLE OX -9V OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE INTERLOCK CENTERLINE SEE, CLUSTER DETAILS, SHT. 12 NO CHANGE77*8SHEET SEE CLUSTER DETAILS, SHT. 11 8" MAX 001 1 00_0 " 1-411 NATE; SEE'DETAfL.S S &TON SHEET 14 & DETAILS P.O.aqXI= WOM , FL SM 4.051" MI/N1. O.C. 3.8"2.04" TYPICAL JAMB (Y.l1.Sl ER FOR DETAILS M.N.O.P.Q&R SPACING 8c SERIES 770 ALUMINUM now= 1 Nig l 10 ar 23 xttiiiiirr, ' C ; t4o. w os • �tr • o fVA� � • w ` r ,ti S�©NAL 00%. A. LYNN MUI"sR. P.E. P" mm . . 060.0• •0000 • • •0000 lel •6 6•0 ••.. xttiiiiirr, ' C ; t4o. w os • �tr • o fVA� � • w ` r ,ti S�©NAL 00%. A. LYNN MUI"sR. P.E. P" mm ASTRAGAL OR ASTRAGAL OR ASTRA AL OR Imo' INTERLOCK INT. INTERLOCK INT. INTERLOCK CENTERLINE CENTERLINE CENTERLINE 3.5 3.6 1.76 3.6 1.75 Z 4.051 040 2.040 2' ! 1 =�7 -1 2.040 3.5 4.051 7 7 QAI _..____.___ `i-'ixtAt`I[ d.S'(R,AGp�I1NRl iJ(K. _ 2 I�rCIERLOCK ANCHOR CLUSTER - C4 ANCHOR CLUSTER - CS ANCHOR CLUSTER - CO ASTRAGAL OR INTERLOCK Imo' CENTERLINE . 3.5 4.072 5.389 3 -TRACK ASTRAGAL 1 INTERLOCK ANCHOR CLUSTER - C4 ASTRAGAL OR INTERLOCK INT. CENTERLINE so 1.75 -ii-I P 3.5 2040 4.051• 4 -TRACK, ASTRAGAL! INTERLOCK ANCHOR CLUSTER - C4 17 C I NO C,N4AKAEDFt8&WET mi ASTRAGAL OR INTERLOCK INT. CENTERLINE 3.5 2.040 4.072 4.049 3 -TRACK ASTRAGAL /INTERLOCK ANCHOR CLUSTER - C5 ASTRAGAL OR INT INTERLOCK. CENTERLINE 3.5 4.046 2.040 5.388 cr 4 -TRACK. ASTRAGAL I INTERLOCK ANCHOR CLUSTER - CS 10707ECttJttOLO VNW NO1CMM PL 84M PA SQX IRS NOMM , R AM ASTRAGAL OR INTERLOCK !. CENTERLINE 7 3.5 4.049 2.04 3 -TRACK. ASTRAGAL I INTERLOCK NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. . . .. ...... ANCHOR CLUSTER - C8. 0.. . .. . . . ....• .. 0000*0 •••••• ••• ••••• • PRODUCT REVISED as complying with the Flocidaa Building Code Acceptamv No. i3 Novi R _ ttitlllllr��f ANCHOR CLUSTER - C6 No. 58705 4 44 %��.�•• • SATE P,•''• `�'� AANCHORWE EXAMPLE CLUSTERS •,Fss , coR►o SERIES 770 ALUMINUM SGD - LMtswava* X70 NT3 l l -123 t PGT0002 � A � w� P.& ANCHOR CLUSTER - C4 3.888 C-8 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS NO CHANGE TNS SHEET V TffcmVouwvmw MOICOM FL 34276 PaagxIm MPP 2 -TRACK 80' INSIDE CORNER SHOWN, 2 TRACK. W OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - CQ USED FOR C6 AND CS ��W 4 -TRACK, 9V INSIDE CORNER SHOWN., 4 -TRACK W OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS I. SERIES 770 ALUMINUM SGQ - LMI ;arm ,6 !2 o m portim NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. as couvlymg %vuh lite Rod& fmikft C06 Amptacallo14-0-12.--I I ��"J%Itlilt/,vml �! ` 1 4.-X..Aj ) �11-4 ��` ti'�•��jcrrtvsF ••.F� ��. '' '� ;' . No. 58705 •� �� ' s� t' hiA�.�`. A. LYW MUM Q.t:. C2 P." mos PROD JC7 M Y IW D 008 as couvlymg %vuh lite Rod& fmikft C06 Amptacallo14-0-12.--I I ��"J%Itlilt/,vml �! ` 1 4.-X..Aj ) �11-4 ��` ti'�•��jcrrtvsF ••.F� ��. '' '� ;' . No. 58705 •� �� ' s� t' hiA�.�`. A. LYW MUM Q.t:. C2 P." mos 1" MIN. 21/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT.1 _ E.D. TYP. 1" MIN. 21116" O.C. E.D. TYP. TYP. EXT. EXT. �; :'i •'" �_ �' 131VW MIN. MAX� t EXT. MAX SHIM SHIN! MAX. - WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.17 $HIAA SEE CHART, SHT.1 21/18° O.C. TYP. �?� ` �•� • ; ,•.•�; SEE CHART • �• t• w. �•: • t is a:.id .� SHT. DETAIL A, 2 -TRACK FRAME HEAD DETAIL B 3TRACK FRAME HEAD ICONCRETE ANCHOR T WOOD INSTALLATION WOOD tNSTALLATION DETAIL C. 2 -TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 2x WOOD BUCK TYP., CONCRETE INSTALLATION ;EE ANCHOR SEE ANCH.NOTE 3, LOTS 68W.1 �' SHT• 1 21h6" O.C., TYP. (114" MAX.} SEE ANCHOR SEE ANCHOR NOTE 6 SHT.1 NOTE 6 SHT.1 (1/4"!MAX.) (114" MAX.) EXT. 1 3/8" MIN. EXT. 21116° 1'E.7," 1 O.C., TYP. ��1-- TYP.2x WOOD BUCK 2 -TRACK DETAIL E. FRAME SILL L TYP,, WOOD INSTALLATION SEE ANCHOR (VOTE 3, SHT.1 CONCRETE ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTE 1. SHTr 17 NOTE 5 SHT.1 (114" Mr EXT. 21116" O.Q. TYP. CONCRETE EXT. DETAIL H, 3 -TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT.1 —}• 21/16" O.C., TYP. —I -a 10 \ CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1ETAIL DJ. 4 -TRACK FRAME HEAD CONCRETE INSTALLATION J.J I� �19/1T C � NOCHIiAft�EiHt88HEET 21116" O.C., TYP. TYP. DETAIL F. XTRACK FRAME SILL WOOD INSTALLATION SEE CHART SEE CHART, SHT:1 SEE CHART SHT.1 Ur MIN. 21/16" O.C., TYP EXT. 2x WOOD BUCK TYP., SEE NOTE 3, SHT.1 SEE ANCHOR NOTE 6, SHT.1 (1/4" MAX.) 114" MAX. SEE CHART, SHT.1 I-•—bt'-- 21/18" O.C. SEE ANCHOR NOTE 1, SHT.1 •1 SEE CHART SHT.1 DETAIL D. 3 -TRAGIC FRAME HEAD CONCRETE INSTALLATION 1X WOOD BUCK TW.. SEE ANCHOR NOTE 3. SHT.1 •° • . SEE CHAT SEE CHART, SHT.1 DETAIL G, 2 TRACK FRAME SILL. CONCRETE INSTALLATION 1• MIN • l.._. -,.i --� E.D., t— t 1 3V MIN. E ANCHOR TYP. SEE ANCHOR NOTE 2, SHT.1 DETAIL L. 4-f M& FRAME HEAD - WOOD INSTALLATION 1 1" MIN EXT, 21/16" O.C., TYP.. --r-i E.D., DETAIL K. 4 -TRACK FRAME SI t.L TYP. WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 13/8" MIN. C2 NO CHANOW TO TAW allWr MQNX^ FL 34M7°" SERIFS 770 ALUMINUM SGD - LMI � P.O. aQX 1628UAW MNOAM FL OfM I,," NTS ern•e�ea�aar,"vxw 02 :ODUCr REVISED emptying witb the 1%rida didloo No �1-4-f -OA �A ,„. • ....moiF - li o 10 • '. • 6870 r : otl). r 5 T�: w 11 ttttt► A. LYNN IMMER, PAL PEAGM CONCRETE ANCHOR TYP., SEE NOTE 1, SHT.1 NCRETE SEE CHART 21116" O.C., TYP. SHT.1 2.w SEE ANCHOR 114" MAX. SHIM 114° MAX. SHIM ---►f �� NOTE 5, SHT.1 rSEE CHART EXT, . 3 : • • {114" MAX.) 1 SHT.1 ?:::; ti SEE CHART., s ; { SEE CHART' SHT.1 �V : .e .••+ ,I+w t.,4ri W it ,n�f.r ti ��j. r .t� r�'. t: s t' �/• i •�•.•r• �! id .r, .,.• Y� �•� ••y�'♦t EXT. 1 .a'a ;z•J.rj�,•es'•.r♦ ••.•la•.w.i SEE CHART, SHT 1 DETAIL L. 4 -TRACK FRAME SILL 1 318" MIN. 114" MAX. SHIM --+ EXT. WOOD ANCHOR E TYy SEE ANCHOR NOTE 2, SHT.1 21115" O.C., TYP. 1" MIN. 13/8" MIN. 114" MAX. SHIMEX I � WOOD 1111 1• ANCHOR MIN. TYP, SEE 21118" O.C., TYP. ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 1' SHT.1 CONCRETE - ANCHOR . r r •. I TYP. SEE •�'� ANCHOR ••"r NOTE 1, SHT.1 ANCHOR 21116" DETAIL 0.4 -TRACK FRAME JAMB NOTE 2' O.C., TYP. CONCRETE INSTALLATION SHT.1 2XWOOD 1318" MIN. BUCK 114" MAX. SHIM SEErr ANCHOR: NOTE 3, DETAIL N, 2 -TRACK FRAME JAMB 1" MIN. SHT.1 WOOD INSTALLATION ;0 - DETAIL M. 4 -TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING P HOOK MOUNTING ADAPTOR r--► 1 318" MIN. ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS 10 MIN. 2.W MIN. —1-o P4 EX—T. DETAIL S, P -HOOK WOOD INSTALLATION THIS SEE'T WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 21118" O.G., TYP. DETAIL Q, 3 -TRACK FRAME JAMB I WOOD INSTALLATION 1314" MIN. E WOOD ANCHOR SEE ANCHOR NOTE 2, SHT.1. ANCHOR QTY. FROM TABLES 1-% SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, KOKOW,FL P.a eqx tsps MOJCGMrB, FL 94274 114" MAX. SHItiA EXP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 21116" O.G., TYR 4.061" MIN. O.C. 3.5' '-i TYPICAL JAMB CLUMR FOR DUALS M KO.P,Q&R SEE CHART SHT.1 :"• SEE CHART . ,+... SHT.1 . sa '• `•"-' 21116" - " O.C., TYP. -2X WOOD BUCK '•� '•" SEE ANCHOR NOTE 3, SHT.1 DETAIL R, 3 -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT.1 /—P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS --i-----CONCRETE / MASONRY : ; ' Y. (GROUTED BLOCK OW f) e ►"'� •' ' "°.•, SEE CHART, FE ••4,.• , i mm- 2 I/I(r 1 E• •T-- 2.693" MIN. DETAIL T, P -HOOK CONCRETE INSTALLATION SEE ANCHOR NOTE 2, SHT.1. ANCHOR +QTY. FROM TABLES 1.3. SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 3ERES 774 ALUMINUM SGD - LMI dwaw*amwa �Na NTS t4 of PGT0002 li i"SED 8wllaata*F' ade do No JA 8 . ♦ �`�•,. .; <� iii Na. 58705 r 0 � A A. LYM MUM RE 02 P.E.# 68705 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS 1• MIN WOOD FRAMINGSHT.1 I MASONRY 13/85 MIN. P -HOOK MOUNTING ADAPTOR SEE CHART, ANCHORS LOCATED MID -SPAN (GROUTED BLOCK ONLY) BETWEEN P -HOOK �'�•' :'� '" �''';° .: ,'� Q INSTALLATION ANCHORS ":3• =' '•':':, ' - t • ;� ;'•� •�;. ..r-. .t .� ��.: �'�.•"�•'. s •'. ' �� -'� is • ti' � 1 •N �•••.r�,. SEE CHART, IF w13145 MIN. 1 114 ,a� °:�:' K '• ` .�?.:,','«'•: SHT.1 r_ n moi,•, • ► i •.. • `�t� ..# '.S .: `r• I J101-11 SEE ANCHOR NOTE 2, SHT.1. ANCHOR ATY. FROM TABLES 1-3, SM. 7-9 PERTAIN TO THIS ANCHOR LOCATION, r 2.695' MIN. DETAIL MM P -HOOK FOR BOX RISER WOOD INSTALLATION _ Qm®eea� pr ------- 4 r= PANEL go i PANEL PANEL PANEL iii�E A' 10 TYPE It It/ re [1 1 r t It I •es III '' I9 ,••e •e• oil e Ie 00 SEE Ilk , s iii I 3, SI•IT. et 16 4 ��aaaraxrsa�isr� WOOD FRAMINGSHT.1 I MASONRY 13/85 MIN. P -HOOK MOUNTING ADAPTOR SEE CHART, ANCHORS LOCATED MID -SPAN (GROUTED BLOCK ONLY) BETWEEN P -HOOK �'�•' :'� '" �''';° .: ,'� Q INSTALLATION ANCHORS ":3• =' '•':':, ' - t • ;� ;'•� •�;. ..r-. .t .� ��.: �'�.•"�•'. s •'. ' �� -'� is • ti' � 1 •N �•••.r�,. SEE CHART, IF w13145 MIN. 1 114 ,a� °:�:' K '• ` .�?.:,','«'•: SHT.1 r_ n moi,•, • ► i •.. • `�t� ..# '.S .: `r• I J101-11 SEE ANCHOR NOTE 2, SHT.1. ANCHOR ATY. FROM TABLES 1-3, SM. 7-9 PERTAIN TO THIS ANCHOR LOCATION, r 2.695' MIN. DETAIL MM P -HOOK FOR BOX RISER WOOD INSTALLATION _ Qm®eea� .. PANEL PANEL PANEL TYPE t TYPE TYPE W ,AS, tic t r •es • • ,••e •e• e . 00 SEE Ilk , NOTE e i . 3, SI•IT. et 16 4 •• G3 PRODUCrxav M i with dw Florida � AcceptuttesTlo Expa:�. esamaan� Is DETAIL `V', SHT.18, ANCHORAGE DETAILS W &'C, SHT.13 DLO WIDTH = NOM. PANEL WIDTH - r A-DETAIL'U', SHT.18, DLO HEIGHT = NOM. PANEL HEIGHT - 8.260 ANCHORAGE DETAILS'E' &'G', SHT.13 XX -90° CORNER -XX (2 TRACK INSIDE 90° CORNER) INT., *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES SEE ANCHOR NOTE 2, SHT.1. ANCHOR QTY. FROM TABLES 14, SM. 7-9 PERTAIN TO THIS ANCHOR LOCATION, i No +►1 2.69T MIN. DETAIL NN, P -HOOK FOR BOX RISER CONCRETE INSTALLATION /-DETAIL'EE', SHT.19, ANCHORAGE DETAILS'N' &'P, SHT.14 i, -.DETAIL W, SHT.19 EXT. /- DETAIL'KK', SHT. 20 HORIZONTAL SECTION B-9 D X 1.505 PH SMS PANEL CORNER DETAIL #8 X 1.00" PHi FRAME CORNER DETAIL No CHANGE THIS slur ANCHORAGE DETAtCs 1'EXgMpLE ELEVAM No CwWWs TO THIS sWr=r !° Koron3WIF SERIES 770 ALUMINUM SGD - LMI _ Paegxtr 0 Nom' A -W4 Rrnym NTS 16 d 2S MMM 172 \\%%Il 11)111,// tea- Ora�•,......•;•c<l� •moi Sit c ; • 140, 58705 SION& rrrtrltl�� A. LYNN MUM, P.E. REA U • sees•• .. sees** . 0000 •es • • ,••e •e• . . 00 e,••,• , • e . .. . •• PRODUCrxav M i with dw Florida � AcceptuttesTlo Expa:�. \\%%Il 11)111,// tea- Ora�•,......•;•c<l� •moi Sit c ; • 140, 58705 SION& rrrtrltl�� A. LYNN MUM, P.E. REA U • sees•• DETAIL'CC', SHT.19 DETAIL 'BEY, SHT.19 NOTES: 1. SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" tDETZ'Fp, SHT.19, DETAL V', SHT.18, 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ANCHORAGE DETAIL'N' & DETAIL EE, 81 IT. 19, ANCHORAGE ASTRAGAL. 'P' SHT 14 ANCHORAGE DETAILS'N' , , 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. ' &'P, SHT.14 DETAILS A &'C, SHT.13 PANEL TYPE PANEL TYPE PANEL PANEL TYPE 'D' PALL TYPE ,A, PANEL E PANEL A ►1 w 'F PANEL PANEL TABLES ra SEE 1 TABLES / / SEE / / HT. NOTE i ,! x 3 X x SEE x SEE DP 4 • 6 •• • .. NOTE TABLES •4 •• ti 3 1 11 Is o x SEE x� a L SEE FRAME & J PANEL CORNER OxXx CONSTRUCTION DETAILS SHT.15 DETAIL'CC', SHT.19 - DETAIL'U', SHT.18, ANCHORAGE DETAILS'E' &'G; SHT.13 DETAIL'BB', SHT.19 'DETAIL W, SHT.19, DETAIL'AA; SHT.19, ANCHORAGE DETAILS'Cr ANCHORAGE DETAILS'S' & T, &'R', SHT.14 SHT.14,'MM' &'NW, SHT.15 DETAIL 7C, SHT.18, ANCHORAGE DETAILS V &'D', SHT.13 PANEL PAM. PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' v 'F MAX. PANEL PANEL PANEL TYPE PANEL E PANEL v 'F PANEL PANEL TABLES ra SEE 1 TABLES NOTE TYPE SEE 3 'CS' 0000 NOTE 04.06. O x POCKET UNDER SEPARATE CAM (3 TRACK RIGHT POCKET) ANCHORAGEDETAIL, D o SHT.18,J EXAMPLE&'H', SHT.13 MAX. HT. SEE DP TABLE: XX W° eaRNER-AA (Z TRACK DE DETAIL E AIL ANCHORAGE DETAILSE' 904'OUTSIDE CORNER) - EXAMPLE &'G', SM. 13 NO M4NGETHIS SHEET We W CHANGES TO THIS SHEET NOK FL SDR�llg p.aBwfmw NO/GDW FL30M DETAIL 'BB', SHT.19 DETAIL'HH', SHT.19, DETAIL To SHT.18, ANCHORAGE DETAILS'M' ANCHORAGE DETAILS T &'O', SHT.14 &'J', SHT.13 PANEL PANEL PANEL PANEL TYPE PANEL re PANEL v 'F PANEL PANEL 1 TYPE ra TYPE 1 TABLES TYPE TYPE SEE • • 'CS' 0000 NOTE 04.06. 00• • 3 X x X x 6666 4 • 6 •• • .. • R�1�fcrflw ��11 •4 •• 1 11 6 SEE NOTE 1 ra 1 3 i i s i` lam®vu,-wvd Qa®s.wa�macl MAX. HT. SEE DP TABLE: XX W° eaRNER-AA (Z TRACK DE DETAIL E AIL ANCHORAGE DETAILSE' 904'OUTSIDE CORNER) - EXAMPLE &'G', SM. 13 NO M4NGETHIS SHEET We W CHANGES TO THIS SHEET NOK FL SDR�llg p.aBwfmw NO/GDW FL30M DETAIL 'BB', SHT.19 DETAIL'HH', SHT.19, DETAIL To SHT.18, ANCHORAGE DETAILS'M' ANCHORAGE DETAILS T &'O', SHT.14 &'J', SHT.13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE v 'F 'F' 'K' DP .. Bu TABLES III 6006 SEE • • • 0000 NOTE 04.06. 00• • 3 X x X x XXXX (4 TRACK BY-PASS) EXAMPLE DETAIL V, SHT.18, ANCHORAGE DETAILS 'A' &'C', SHT.13 AI..'EE, SHT.19, ANCHORAGE DETAILS'N' &'P, SHT.14 MAX AR HT. 6.6 as, SEE DP .. Bu TABLES III 6006 ••• DETAIL' I I OL" It ANCHORAGE DETAILS W SHT.13 &'L', SHT.14 EXAMPLE ELEVATIONS Tm SERIF'S 770 ALUMINUM SG© - LMI aIsro NTS 10 d 23 PGTQ002 C2 'BB', SHT.19 DETAIL W, SHT. 20 INT. EXT. HORIZONTAL SECTION A -A Is %Alh dw Blonds 0 ,%{1111111/ p vx mw RIZ �'` �'r • • �G�tSE' ,, �Q �i 1� No. 58705 0.0 . '' P ,••'O�, 0;9 S10NA - W.�. A. LYNN MILLER, P.E. PESS705 6666.. .0600• 666666 00.0. 0000• 000000 • 0 000000 6••666 0 0 6.6 6666.. .. 6666.. • 6006 ••• • • • 0000 ••• 04.06. 00• • . 6666 .. .4.6.6 6 6666 4 • 6 •• • .. • R�1�fcrflw ��11 •4 •• Is %Alh dw Blonds 0 ,%{1111111/ p vx mw RIZ �'` �'r • • �G�tSE' ,, �Q �i 1� No. 58705 0.0 . '' P ,••'O�, 0;9 S10NA - W.�. A. LYNN MILLER, P.E. PESS705 6666.. .0600• 666666 00.0. 0000• 000000 • 0 000000 6••666 0 0 PALL LETTER P R �T l"".• w I T maps s psi` `." I /y s L �OXClfI) LR i� R SAN cfir...•� F E un V 0 C ..�. _ jai._ M. i.!} ! LOCKSME ASTPAM wr C NOCNANWi'W&FfiT ffimmyoRm CVNOC sTO7ta WMT � FF.O.8wim Fm par N XW^FFLWX NOTE: 1. SEE DP TABLES FOR ASTRAM AV PANEL WIDTH & / h , APPLICABLE ASTRAGAL & INTERLOCKS. SwGw p HNIEKOCK r. CORNER RSCEAER Aj�� INTERIOR snow XTER OOK (ALL PANEL TYPES) _ f�► CORNER tI•" " 1 0 41 NONNI ♦ r a +' 0644 00 00 of 0 000000 l F mi, 00000 �, 11; �; le 0000 r .G. .c ff ► 000 all J ..�. _ jai._ M. i.!} ! LOCKSME ASTPAM wr C NOCNANWi'W&FfiT ffimmyoRm CVNOC sTO7ta WMT � FF.O.8wim Fm par N XW^FFLWX F ti -, , I. c f ►All N�m +' 1 f ► N016 - SERIES 770 ALUMINUM SW - LMI wfwuam G/ ea//c *"*a ow so= I NTS 17 dr23 I PGM002 C2 NOTE: 1. SEE DP TABLES FOR ASTRAM AV PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. SwGw p HNIEKOCK »» �SWJG(.G gVitr./d.00K CORNER RSCEAER Aj�� INTERIOR snow XTER OOK (ALL PANEL TYPES) EXTERIOR ..��R CORNER LOGWILE 1 F ti -, , I. c f ►All N�m +' 1 f ► N016 - SERIES 770 ALUMINUM SW - LMI wfwuam G/ ea//c *"*a ow so= I NTS 17 dr23 I PGM002 C2 Plyingwitb dta�l�wdm "ng Code vatam Nod.4. %%Illttl LYNN ictus..... 14o.68705 I 11A lul qoRwA •``'` S9 ONAL A. LYINI�I�.1+F[. P.E. P.E # 8875 0*0 000:06 1 0 41 00:690 0644 00 00 of 0 000000 00000 00.0 le 0000 a 000 Plyingwitb dta�l�wdm "ng Code vatam Nod.4. %%Illttl LYNN ictus..... 14o.68705 I 11A lul qoRwA •``'` S9 ONAL A. LYINI�I�.1+F[. P.E. P.E # 8875 SILL RISERS OPTIONS w 5' EXT. �' EXT. EXT. FLUSH BOX SILL RISER _.._._.._. LOW BOX SILL RISER MEDIUM BOX SILL RISER 22 20 %mA T /a A 2.558' /e �. s•wr FLUSH FLAT SILL RISER DETAIL'Vr FIXED PANEL SHOWN EXT: GA w EXT. --1 HIGH BOX SILL RISER w EXT. ]�._� EXT. _ I• LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER HAE-0 PAP SHO DETAIL V NO CMWE SHEET DETAIL W DETAIL T �] EXTERIOR INTERIOR [� (ALL VERT. SECTIONS) DETAIL 9.L.' SCREEN AT HEAD KOKOMM FL 84M pa BQK row 7101747211%ei VERTICAL SECTION DEl rw SERIES 770 ALUMINUM 41 NISI 18 a23 - LMI POT0002 2 DETAMMM' SCREEN AT SILL REVISED a with dw Florida ids • Noa a vI 1/Ld. C. -j VYNK 4fiv, �`�i DEN ONAL A. Wil.l SK P.E.# Imm 6• . . .. ...... ••• s • 0000•• • 0000•• 0000•• • • 0000•• 0000 •• • • • 0000 •• • 0000• 0000•• •• • 0000• •• •• •• 0000•• 0000•• ' • • • • • • 0000•• 000go 0 0 •0060• •• • • REVISED a with dw Florida ids • Noa a vI 1/Ld. C. -j VYNK 4fiv, �`�i DEN ONAL A. Wil.l SK P.E.# Imm AND ST�.ES DETAIL W CIi DETAIL'LL' DETAIL'EE' AND STILES sus nsswr w - DETAIL 'DD' (FDCED PANEL) \-AT MIDSPAN DETAIL'FF (FIXED PANEL) 29 INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR 111 � DETAIL'AA' `ITEM 81 SHOWN. ITEM 80 ALSO APPLICABLE, SEE TABLES 1-3. SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STLE Crwon� NO CHANGE THIS SHMT C2 NO CHANGES TO THISSHEET KOKOMO, A 34M Po 89V MWIRar XZWFt�sar4 o DETAIL'HH' DETAIL M' (FIXED PANEL) AT JAMB SERIES 770 ALUMINUM SGD - LMIobowom soft left ftsohoft _ NTS 1 49 a 23 1 POT0002 I C2 DETAIL 7P .ODUCTI eomPtYj� Qw ��aE i�ttiD� !ePto ttct omcol `"� No. 68705 ' CAP• fx 1,.1,1 to /ONAL,` A. LYM MLLM RE p"am 0000 00 0 .ODUCTI eomPtYj� Qw ��aE i�ttiD� !ePto ttct omcol `"� No. 68705 ' CAP• fx 1,.1,1 to /ONAL,` A. LYM MLLM RE p"am . t DETAIL 'JJ' (900 OUTSIDE CORNER, 2 -TRACK SHOWN) W CHliWE VW 8WEY AMOMls. F See P.Q BQX im ?MOM/5 A 51274 corssptyiu$> the Fiorhta Iading Cocks �t DETAIL'KK' tttttr, (900 INSIDE DORMER, 2 TRACK SHOWN) ; hG •., ~ No. 6$7(;55 • r HORIZOWAL SECTION DETAILS, COMERS ',ate '• ,Fto�o?:•• C��,` SERIES 770 ALUMINUM SGD - LMIOWAVAU NTS 20 a 29 PQTW02 r.A. L P.E. sawo 000000 .' 0000.. 0000.. ..... 00000 000000 000000 000000 0000.. .. 0000.. 0000 .. 0000 .. 0000.. .. 0000.. 0000 corssptyiu$> the Fiorhta Iading Cocks �t DETAIL'KK' tttttr, (900 INSIDE DORMER, 2 TRACK SHOWN) ; hG •., ~ No. 6$7(;55 • r HORIZOWAL SECTION DETAILS, COMERS ',ate '• ,Fto�o?:•• C��,` SERIES 770 ALUMINUM SGD - LMIOWAVAU NTS 20 a 29 PQTW02 r.A. L P.E. sawo 000000 .' 0000.. 0000.. ..... 00000 000000 000000 000000 SCREW CO HEADMNAME CML (SRL Wmi .v I F. v..vis ..+.�"su�-v 19 17319 617319 RSR - 0 HOLLOW 20 17321 6173M RESER - LOW FLAT 21 17318 817318 RISER - LOW HOLLOW 22 17355 617355 FRER - MED FLAT 23 17354 817354 SILL RISER - MED HOLLOW 24 17320 817320 SILL ROM - HIGH HOLLOW 25 1 17323 617323 StLL RISER - HIGH STAT 28 17333 617333 POCKET DOOR P49M 27 7070 87070 NEOPRENE BULB WSTP FOR P -HOOK 40 4319 612258 SCREEN SIDE RAIL - LOC KSTLE 41 GLASS 7118 LAMWATED HT -HF SOP 7LOCKWGSK SCREM LOCKSET 42 817328 41818 SCREM KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE INTERLOCK 45 4317 612236 SCREEN TOP RAIL 46 4318 W237 SCREEN BOTTOM RAIL. 47 888 76W STANDARDROLLER 48 668 76M STANDARD ROLLER - ST. STL 49 4344 64344 ASTRAGAL 50 17349 617349 m SCREEN ASTRAGAL ADAPTER 51 1892 81892 CREEN SPLINE -.105 52 1814 61894 {TEEN SPLINE -.150 63 78MIN 8181800 CLOTH 54 1725 DOW 899 OR 995 112" x 4" x VII SITELNG BLOCK 55 1728 GEW4 MOR71C.E S ALY DUAL LOG( WILONG TRIM PLATE Ir Xe XUir S Tn—m mock E 202 GLASS 7118 LAMNATEDHT=LST PVS 203 GLASS 9118 LAMNNWATE3) HT4fF PVB 204 GLASS 7118 LAMWATED HT -HF SOP 205 GLASS 9RO UAMWATE) HT -HT SOP NOTE: ALL ALUMINUM = W63 -T6 YO/11/1! KOCHANQE7NlS8HEE7• ITEM PGT Do& # PGT. # Desc"m OD 17325 617325 PANEL STILE 81 17328 817328 PANEL STILE (HEAW DUTY) 82 17327 817327 WFERLOCK ADAPTOR 63 1225 8TP24$ VINYL SU LS WSTP. - THIN ONSIDE INTERLOCK) 84 1729 71729 SILL END WEAMERSTRIP PAD 85 17328 817328 WTERLOCK SWW COVER 61 17329 817329 71739 88 17339 617338 HEAVY DUTY ASTRAGAL 89 17324 617324 TOP $ BOTTOM RAL 70 17350 4173MO WEATHERSTRIP E?MSION OJECI)ON MOLDED) 71 1085 7i895 1112' XI" X314" KOH FlN SEAL. DUST PLUGS 72 8153 78153)C TANDEM ST. SIL ROLLER ASSY. 73 8153 78MIN TANDEM NYLON ROLLER ASSY. 74 114 SILICONE DOW 899 OR 995 75 8185 781= GEW4 MOR71C.E S ALY DUAL LOG( WILONG TRIM PLATE 78 li6 71032X1FPFX 032 X1" FL 88 SCREW W1 TYPE "F" TIP Tl 117 7103239 i0 STEEL Z NG U1 -NUT 78 17358 817358 3118 & 14 OGEE BEAD HORIZONTAL 79 173'77 617357 1.10 BEAD HOIVZONTAL 80 17359 817359 7118 BEAD HOFdZONTAL 81 i7380 617360 9118 BEAD HOIIZ01+>TAL 82 1224 8TP247K VINYL BULB WEAIHERSIEOP 83 IGTAPE WX VIW SINGLE SERE ADHESIVE TAPE FOR 10 BEAD 108 8052 48052 ROLLER AM HOLE PLUG 101 GLASS LAMINATED IG 31167 - 7118 LAN40NATED HT -HT SGP 72087 .LAMS SUMPER 102 1688 71m DUST PLUG 103 8188 78188X 1" KEEPER 104 853 78OKEEP SCREEN LOCK KEEPER 105 17344 817344 FDSED PANEL CUP - 6r LONG 106 17352 817352 E) E2IOR FOED PANEL RETAINER 107 1749 71739 HANDLE NAT - INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT - RAISED EXQFRIOR HANDLE 109 1731 781WSN HANDLE W - RECESSED INTEMOR WENN THUMB TURN 110 1732 78178 HANDLE KIT - RECESSED EXNERIOR PULL 111 71OX34PPSW #10 X314" PH. PN. TEK - S.S. 112 1235 67518 WSTP, -270 X.170 - RN SEAL 113 1712 84088 .187 X.23D RNSEAL 114 710)(118PPX ofoxi 112" 115 790XQPT 0)Ci- li6 720XiX #14-M X1' ST STL 117 720X112)( 014.20 X1.r' ST. S'IL. 118 17336 617WO CORNER RECEIVER 119 17337 817337 OUTSIDE CORNER ASTRAGAL 120 17336 6117338 FM—SIDE CORNER ASTRAGAL 2101 GLASS LAMINATED 10 31167.7118 LA1y NNTED HT44T PVB 211 GLASS LAMNNATED IS 114T - 7116 LAMINATE) HT -HT PVS 212 GLASS LAMINATED IG 31167 - 7118 LAN40NATED HT -HT SGP 213 GLASS LAMINATED 101147.7116 LAMINATED I ifi SGP 214 GLASS 7116 LAMINATED ANN ANN SOP 215 GLASS W18 LAMINAIEDANIMM SOP It 2101 GLASS LAM MATED 10 SNOT- 7118 LAMNNATEDANNAM SGP 21, GUARS AMINATED 10114T - 7116 LAMINATED ANN -AM SOP MFOXCOlV19, FL 84276 P.O. BQx f848 MOKOW FL S W4 SERIES 770 ALUMINUM: W11r�i! tk.tx 8th NTS 10 d M Is - LMI PC37' W 172 REVISED g wUh dNthem�e Florida llllttlltil/fl .......... .� '�� •' ,yIGENSF • •'• � ��i • No. 58705 t ' ism 41.; SIONAL ��`� • �10111"I A LYNN MILLER, P.E. P.EO 68706 ..... ...... .... . . ..... • , s REVISED g wUh dNthem�e Florida llllttlltil/fl .......... .� '�� •' ,yIGENSF • •'• � ��i • No. 58705 t ' ism 41.; SIONAL ��`� • �10111"I A LYNN MILLER, P.E. P.EO 68706 1.303" ` 0.7Ir 1.050° *0.7-x6r 1,0� 0.3268 0.050" 0.778" 0.289" 0.062" 0.�2" 0.284"0.060" I 1.003" 0.767" 0.050" 1: INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) ML TRACK GLAZING BEAD &G.) FIXED PANEL CLIP FACED PANEL RETAINER INTERLOCK (66) MATRL: 6063-T6 (5) MAIL: 6063-T6 (78) MAIL: 6063 -TS (11)MAT'L: 6063-T6 (78)MArL 6083-T6 (1 6 MAT'L: 6063-T6 (106) MAT'L; 6063-T6 (82)MATI: W03 -T6 0.: 0.233" 0.062" --j P -HOOK SCREW COVER (29) MAT'L:6063-TS P-HOt:}K FOR BOX RISER (30) MAM W63 -TS ' V•VI V w STANDARD ASTRAGAL (67) MATL: W63 -T6 0.062" 0.281" HEAVY DUTY ASTRAGAL (68) MAT+L: 6063-T6 0.133" 4" P -HOOK MOUNTING ADAPTOR (28) MAT`!.: 6063-T6 P 1-IOOK it If---'�-! (es) MAT1.: 8063-T6 3.126" 3.25" STANDARD STILE 3.125" TOPIBOTTOM BOTTOM RAIL (60) MArL' 6063-T6 HEAVY DUTY STILE (69)MATL: 6063-T6 1.872" 0.232" (61) MAT'L: 6063-T6 0.750" 0.750" I F. O.Ow 1�.0 i18" 1.46r IREEN STILE I � 0.232" O.o62" 0,062" (40) MAT'L: 6063-T6 0.06r - 0.750° FLUSH FLAT SILL RISER 032" 08 MAT'L: 8061346 0.232" 0.062"F -T Q.906" 4.055" 3.306" ITI 3.955" 9 L 3.206° 2.556" 8.062" 2.45' 1.687" u ul 0.062" -•1}-•- 0.062°--•►tM- O.OerI- - HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER • FLUSH 13OX SILL RISER LOW FLAT SILL RISER MEQ. FLAT SILL RISER HIGH FLAT SILL RISER (24) MAT'L: 0063 -TS (23) MAIL: 6063-T6 (21) MAT'L: 6063-T6 1) MAIL: 6063-T6 0) MAT'L: 6463-T6 (2) MArL: 6063-T6 (25) MAT'L: 6063-T6 0 �•��Q�� Tri* � � �rwr r" �r SERIES 770 ALUMINUM SGD - LMI paegxwe r saxes an..r � KOKO K Ft 3W4 o Ar r3 22 a 23 PGT ag PRODUCT REVISED w owapbft with the tWdo Btt Wft Coder Acte "Co No llr . a, JA11111111, ,.GENSSp No. 68105 0 STATE OONX� Vo moi'' s�.�(OR1VQ'.•��, `�� A. LYNN tr1LLER P.E. P.E. 68706 • 0000•• •00 0000 ••4 •0•• •01 •ww0•• 004 • 0 '900' ' so ...... , •••t • • s • s • .. . •• 0000 PRODUCT REVISED w owapbft with the tWdo Btt Wft Coder Acte "Co No llr . a, JA11111111, ,.GENSSp No. 68105 0 STATE OONX� Vo moi'' s�.�(OR1VQ'.•��, `�� A. LYNN tr1LLER P.E. P.E. 68706 • 2 -TRACK HEAD (1) MATL: 6063-T6 6.198" 0.081" -1 2 -TRACK HEAD W/ SCREEN TRACK (2) MATL: 6063-T6 1• 4 -TRACK SILL (10) MAM 6083-T6 6.626" 1.211" _ lK 3 -TRACK HEAD (3) MAIL 6063-T6 9.142" 4 -TRACK HEAD 0A81" (4) MAT'L: 6063-T6 INSIDE CORNER ASTRAGAL (120) MATL:6063-T6 1.A 1" 0480" —J 3-TRAL-K SILL (9) MAIL: 6063-T6 1.6w 2 -TRACK SILL WI SCREEN TRACK () MAIL: 6063-T6 1.0 4.49" 1.211" u 1 0.080" OUTSIDE CORNER ASTRAGAL (119) MATL:8063-T8 2 -TRACK SILL (7) MAIL• 0063-T6 --moi COT E 2.893" 1.046" a•" 1.995 0.062" SCREEN TOP RAIL (46) MAIL: 6063-T6 t-+--- 0.876" Q.082" SCREEN BTM. RAIL (46) MATL: 6003-T6 1.36" 1 0.081" 1.606" r.10W 0.0mr 2.826" (16) MA L: 6083-T6 CORNER RECEIVER 4 - TRACK JAMB 01$) MATE : 6083-T8 (17) MATE.: 6063-T6 9" 2 TRACK JAMB (14) MAIL: 606376 Is EH/2:I7t4MC2 0 NO CHANOETHIS SHEEr EXTRUSIONS aftt0/t t!t t tOT0TOWY LOGYDRAON t NO CHANGES TO THIS SHEET Noxa b FL 3!x!4 odwI SERIES 770 ALUMINUM SW - LMI �.__ P� l4II9 Oaferedodw sows amftl^ NCK FLSW4 a NWTA � d � 1 PaYtIt702 I C2 2 TRACK JAMB W/ SCREEN TRACK (166) MAIL: W63 -T6 B" LYNAI M, y�GENSF / �� ♦,i N0.68706 2.1 �• � w P.E.4 88%x8 ••• • e • • 099 0096•• 9• • 0000 • 0 .6.69• 900 6.696: 066960 0000 006 60090 .. .. •• a •6.9.9 0 ' • • • 69.9:9 0 0 • 0 • •• 6 90• 660966 0060 RMI SM do .14:"Q23A6 LYNAI M, y�GENSF / �� ♦,i N0.68706 2.1 �• � w P.E.4 88%x8 MIAMI•©ADE i uhn DADE COUNTY, FLORIDA 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1180$ S1V 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T (786) 3154590 F (786) 315-2599 NOTICE OF ACCEPTANCE WON �� iniaY►rofdade.taelecaaamY PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing thq� use of construction materials. The documentation submitted has been reviewed and accepted by Miami -I -Dade County RER- Product ERProduct Control Section to be used in Miami -Dade County and other areas where all ved by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami- ade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami- ado County) reserve the right to have this product or material tested for quality assurance purposes. If th' product or material fails to perform in the accepted manner, the manufacturer will incur the expense of'suc testing and the AHJ may Immediately revoke, modify, or suspend the use of such product or material wi their jurisdiction. RER reserves the right to revoke this acceptance, if it Is determined by Miami- ade County Product Control Section that this product or material fails to meet the requirements of the appli ble building code. This product is approved as described herein, and has been designed to comply wlth�the Florida Building Code, Including the High Velocity Hurricane Zone. DESCRIPTION: Series ,pW-701/ 720/ 820" Aluminum Fixed Window - L.M.I. IE APPROVAL DOCUMIENT: Drawing No. ' MD -720-820, titled "Series Fixed !window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 7/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami_ ado County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiratto 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 namt3 or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Appro4ed", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been RIO and there has been no change in the applicable building code negatively affecting the performance of this product. TERI%MATION of this NOA will occur after the expiration date or If there has bea revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any produce, 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 �IOA. 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 and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0502.03 ruA 1 N - r . ( Expiration Date: February 19, 2019 �x Approval Date: Julyl8, 2013 f � `4 1� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820, titled "Series Fixed Window Ins ation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest re sion dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn N�iller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 { 2) Uniform Static Air Pressure Test, Loading p r FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202— 4 4) Large Missile Impact Test per FBC, TAS 20 94 5) Cyclic Wind Pressure Loading per FBC, TA . 203-94 G) Forced Entry Test, per FBC 2411.3.2.1, and rAS 202-94 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laborato;y, Inc., Test Report. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading p FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-4 4) Large Missile Impact Test per FBC, TAS 2 1-94 5) Cyclic Wind Pressure Loading per FBC, TA 203-94 along with marked—up drawings and installation diagram of a1 ' um fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports o,'s FTD-3835 and FTL--3850, date&07/18 and 31/03, all signed and sealed by 7osoh C. Chan, P. E. (Subrnifted tinder previous NOA No. 03-1105.©1) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). 94"� ,x``" J-- aime D. Casco , P. E. Product Control Section Supervisor NOA No. 13-0502-03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBIYIITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPon# D' Nemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13 expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624-02 issued to E.I. DuPont D PiNemours & Co., Inc. for their "DuPont SentryGlasfl Interlayer" dated 08/25/11, icing on 01/14/17. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compres ion Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubbe and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Com pr sion Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Convention Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FRC -2010, issued. by manufacture, dated 04!29/131, signed and sealed by Anthony Lynn Miller, P. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. j 3. Laboratory compliance letter for Test Report No. FTL-7212, !dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12; signed by 4aime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3831 and FTL--3850; dated 07/18 and 31103, all signed and sealed by Joseph C. Chan, P. Eti (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series TW - 701 Aluminum Fixed Window -- L.M.I." approved on 02/02/12 and expiring an . 02/19/1.4. Q4ga Jaime D. Gascon, . Product Control Section Supervisor NOA No. 13-0502.03 Expiration. Date: February 19, 2019 Approval Date: July18, 2013 E-2 GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHIZ). 2) SHUTTERS ARE NOT REou RED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIA "ADE COUNTY. 1 USE ONLY MIAMI -RADE COUNTY APPROVED M $WONRY 1 ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS 2-5 WERE SOUTHERN PINE, ASTM COO CONCRETE MASONRY A UNITS AND CONCRETE WITH MIN. KSI PFR ANCHOR TYPE. SHEET 4) ALL WOOD BUCKS LESS THAN 1-1/2' THM ARE TO BE 7 CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE INSTALLATION, INT. FIN B._ _ _ 9 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 18 WOOD 13UCKS DEPICTED AS 2X ARE 1-11Y THICK OR 12• MAX. GREATER. IX AND 2X BUCKS (WREN USED) SHALL BE O.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE 7 STRUCTURE. WOOD BUCK DESIGN AND 94STALLATM IS 5 THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR 1-1116- Lamt. ID 16 T- 7/16' AU - 3116' HS -.090' SG - 3116 HS ARCHITECT OF RECORD. ORD. (AOR). O 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE - BEYOND WALL DRESSING OR STUCCO USE ANCHORS OF I - SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT is USED i ON ALL FOUR CORNERS OF THE FRAME. 1 iSTALLATiON ANCHORS SHOULD BE SEALED. OVERALL SEALINGIF ASHING STRATEGY FOR WATER RESISTANCE OF 6 - INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX, THE SCOPE OF THESE INSTRUCTIONS. 6) MAX 1/4" SHINS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES. A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PERASTM E1300-09. 8_ POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST P,FRAME ANALYSIS AND GLASS PER ASTM E1300 -M 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUI HED DESIGN PRESSURE THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE RECKJLRE44ENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) REFERENCES: TEST REPORTS FTL 3835.3850 & 7212; ELC O ULTRACON NOA; ELCC CRETEFLEX NCA; ANSVAF&PA NOS FOR WOOD CONSTRUCTION - CAM AND ADM ALUMINUM DESIGN MANUAL -(2005). 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 72D AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCEJ 48' TIP -TO -TIP WIDTH - 47- BUCK WIDTH[ 48- BUCK WIDTH 48' BUCK WIDTH _ 44114' VISIBLE 45-114' VISIBLE 45-114' VISIBLE LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH 6" MA F. SHEET 8 2" MAX. B, SHEET, S •-� G MAX . SHEET7 `� SWEET 8 I I i I A C I C E. SHEET 8 I E. SHEET 8 SHEET 6 taw SHEET 7 SHEET 7 G. SHEET 8 G. 9 I ----- HEIGHT1� I ------ BUCK( ( HEIGHT L----'--- -I — — 92-114 I — i 8SIBL VISIBLE 12' MAX. ' / 93-114 j LIGHT O.Q I VISIBLE 5' MAX. ; LIGHT / HEIGHT i HEIGHT'7— i / LIGHT T O.C.I / T � 9E3' BUM TIP TO HEIGHT TIP HEIGHT I L. F. SHEET 8 B 12- MAX. D.C. 6" �12- MAX. O.C. 2' MAX H. SHi£ET� SHEET 6 SHEET 7 5' MAX. O.C. TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES— 1 ELEVATIONS 1 GLAZING DETAILS 2-5 DESIGN PRESSURES 2-6 INSTALLATION. FLANGE»....... 6 INSTALLATION, EQUAL -LEG_._. 7 INSTALLATION. INT. FIN A.»..._._ 8 INSTALLATION, INT. FIN B._ _ _ 9 CORNER ASSEMBLY. 18 EXTRUSION PROFILES 10 PARTS I tST 1fl real F 4 - FIGURE 1: 12.O.C. MAX 12'/MAX } 6 MAX T� � Shea! 6 1 7116' Lam! (3116- An -.0W PVB - 3116- HS) 2 2 7l16 Land OW HHS - MT PVB - X16 HS 2 3 1-VWLemLIG 16-T-7118- Air -3f16"An--090"PVB -3116'HS) 3 4 1-1116- LarnL IG (3116 T - 7116- Air - 3116 HS - MW PVB - 3116- HS) 3 5 7116" Lamt 16 An -.095' SG - 3116 An 4 6 7116 L.ami 16 HS -.090' SG - 3116- HS) 4 7 1-1/16- Laml. IG 16 T -7116- Air - 3116' An - -090" SG - 3116' An 5 8 1-1116- Lamt. ID 16 T- 7/16' AU - 3116' HS -.090' SG - 3116 HS 5 "W='DUPONTw SENTRYGLAS INTERLAYER" BY EJ. DUPCNNT DENEMOURS & CO., INC. SHAPES AS SHOWN BELOW OR SIMILAR MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT 13LOC K SIZE FROM THE TABLES ON SHEETS 2-5, ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12'0.C. MAX FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1. THIS SHEET. �--WIDTH-----�,i =1 i L w x I-- WIDTH WIDTH -� I L L__3 1 E——)-Jj WIDTH +^I 0A m N 0 ``k11tI 1XN14 141,(�'C�ri� 140. 58705 -o • � -I i I� rL; � • TIA �0 • S • �'� rrr/IONA`�,. A LYM MILLER, P.E. P.E.#68705 co `- a co �- of � O 0 o co O it' ca, � u- o i O Z UU 10 co XSQ..o .o O 2:C$4Q m O.`r . • sib .� O Y. -6 o Z Z .p. am«zn:zw' 0 •.• ••• .� 00 00 N A • ao • Z IU i • O I•- • a Z • :O �N tic? w o L,I U w Lx etLt �� ``k11tI 1XN14 141,(�'C�ri� 140. 58705 -o • � -I i I� rL; � • TIA �0 • S • �'� rrr/IONA`�,. A LYM MILLER, P.E. P.E.#68705 TABLE 2: 711x` LAMINATED GLASS STACK 3116` ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-718- O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL mDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DWIENSIONS COMPLETELY FIT WiTtUid. TABLE 3: M r Y 07 r TED CLASS STACK Window Design Pressure (+I-, psf) for Glass Type 1 3116" HEAT STRENGTHENED GLASS 3MS' TEMPERED GLASS to, ti � 3/16' ANP ED GLASS LOV Side n) w OX .090" PVB N O tL N -�� Z INTERLAYER 67-7/8 1 72 76 80 84 88 92 96 100 104 10942 30 +1-80 +1.80 +/-80 +1-80 +F$0 +1$0 +1-80 +1_80 +1-80 +1$0 +1-80 32 +180 +1-80 +1-80 +/-80 +1m +1-80 +1-80 +1-80 +1.80 +1-80 +m 34 +180 +180 +180 +1-80 +1-80 +1-80 +1-80 +1.80 +/-80 +179.8 +1-79.4 q0 • 36 +1.80 +1.80 +/-80_ +/-80 +1-80 0-80 +179.7 +1-772 +175.1 +1734 +/-72.2 38 +/.80 +1-80 +1.80 +1-80 +lam +1731 +1-752 +/ 72.5 +170.3 +1.68.5 +/-66.3 'as•t1 40 +180 .1-80 4-80 +1--79.8 +177.2 +174.3 +1-71.3 +/-67.9 +185.1 +1.63.4 +1.61-8 42 +1-80 +180 480 +1-77.4 +174.3 +171.3 +1-68.2 +164.7 +181.6 +/59.8 +158.2 44 +180 +180 +1-78.9 +1-75.4 +1-721 +14;8.9 +1-65.6 +1.822 +1S9'7 +157.5 c 46 +1.80 +1-80 +1772 +1-73.6 +170.1 +i.66.8 +/-63.5 +/-60.3 +157.7 48 +1-80 +179.3 +175.6 +/--71.9 +1-68.3 +1.64.9 +1-61.5 +1382 47 5D +1-80 +1-77.5 *1-74.1 +140.3 +1-66.7 +1631 +/-59.7 g 52 +1-7&1 +1756 +1-724 +i 6m.8 +/-65.i +161.5 to 54 +1-77.4 +1-738 +1-70.5 +1-9.3 +1-635 56 +1-7&8 +172 +1-68.6 +1-M.3 58 +1-74.2 +1-703 +186.8 60 +1727 +14XL7 +1-65 62 +1--71-2 +187.1 64 +/-%7 +1-85.5 66 +1.68.3 67718 +1-67 711x` LAMINATED GLASS STACK 3116` ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-718- O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL mDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DWIENSIONS COMPLETELY FIT WiTtUid. TABLE 3: PVBINTERLAYER HEAT STRENGTHENED GLASS 58' , - LONG SIDE GLASS BrrE SHORT SIDE i3 GLASS TYPE -1 "- LONG SIDE - 0-•{ SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116• NOM. GLASS STACK M r Y 07 r TED CLASS STACK Window Design Pressure (+/-, psf) for Glass Type 3 3116" HEAT STRENGTHENED GLASS 3MS' TEMPERED GLASS to, ti � 3/16' ANP ED GLASS Lain side fes) w OX .090" PVB N O tL N -�� Z INTERLAYER 677/8 1 72 76 so 84 88 92 95 100 104 109.112 30 +150 +1.80 080 +180 +180 +1-80 +150 +180 +1-80 +1.80 480 32 +180 +1-80 +1-80 +I -M +180 +1-80 +180 080 +1-80 080 +1.80 34 +1-80 +1-80 +1-80 080 +180 +1-80 +1-80 +1-80 +/.80 +150 +/-80 q0 • 36 +1.80 +180 +/$0 +/.80 +1.$0 +1$0 +180 +ILIO +/.80 +1-80 +1.80 38 +180 +480 480 +1-80 +180 +1.80 080 +1-80 +/-79.4 +1-76.4 +174.3 'as•t1 40 +180 +180 +180 +1.80 +180 080 +180 +1767 +173.5 +1-709 +1.69 42 +180 080 +1.80 +180 080 +1-80 0-77 +1--731 +189.6 +/-66.9 +1.652 44 +180 +180 +1-80 080 +1.80 +1-77.8 +1-74.1 +170.3 +187.5 +1-63.9 c 46 +1.80 +1.80 +180 •0-8D +1-79.2 +1-714 +171.7 +1-831 +185.1 48 50 +1-80 +180 +180 +1.80 080 +1-80 +180 +179.4 +177.2 +1-75.3 +1733 +17t3 +1-69.5 +187.5 0.65.8 52 +1.80 +1-80 +1-80 +177.7 +173.5 +189.5 0) 54 +/80 +1-80 +1-79.6 +1-78 +1-71.8 55 +/80 +1.80 +1-77.5 +1-73.8 58 +180 +149.4 +1-75.4 60 +180 +1-7T.6+1-736 62 +1-80 +175 8 64 +1-78-8 +/-74 65 +/--77.2 67-718 +1-74.9 PVBINTERLAYER HEAT STRENGTHENED GLASS 58' , - LONG SIDE GLASS BrrE SHORT SIDE i3 GLASS TYPE -1 "- LONG SIDE - 0-•{ SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116• NOM. GLASS STACK M r Y 07 r TED CLASS STACK 3116" HEAT STRENGTHENED GLASS 3MS' TEMPERED GLASS to, ti � 3/16' ANP ED GLASS 7H6' AIR SPACE w OX .090" PVB N O tL N -�� Z INTERLAYER �. rr � USED AT CURVED FRAME MEMBERS ONLY @ 1178' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR a GLASS TYPE 3 618' GLASS SITE SHORT SIDE SHORT 4 SIDE as atmplyingPROP=�FIWida fTandinB Code Aooeptancet�to 0w"y Miami Dade Product Caati+o Lij 7 M r Y 07 0 to, ti � O cl C -i w OX N O tL N -�� Z �e �. rr � % T au � tl! O� a x..b O 4. o � `z •• 0008 0 �. J• w • �• Z •a• O '� • q0 • C Z NN LU o 1-p X a a LL tett � e17tt 'as•t1 ,��tttllllrJ/�� LYNN Afl� No. 58705 i -' C/l t t i • tCl STATE F •• <(l� A. LYNN MILIER. P.E. P.E.# 58705 IAOLM Window Design Pressure (•N , po for Glass Types 2 & 4 NOTES 1) SUCK DRMNSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVEKALL DIMENSIONS COMPLETELY FIT WITHIN. 7116` LAMINATED GLASS STACK 3118' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY 11-71W O.C. MAX. GLASS TYPE 2 GLASS TYPE 4 • TABLE DIMENSIONS MAY BE • ORIENTED VERTICALLY OR • HORIZONTALLY AS SHOWN. ' LONG • SIDE �— LONG SIDE • SHORT SIDE -t— :.e: � j SIDE } — LONG SIDE —� SHORT SIDE LONG SIDE —� SHORT SIDE 1-1Hal NOM. GLASS STACK 0 7118- LAMINATED O 'n It cm O N co G ASS STACK .OW MINTERLAYER 3118 TEMPERED GLASS � N .-j N O 1J. 311fi HEAT STRENGTHENED GLASS 3116- HEAT � U j • s7 LUx Cl 3118' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7118` AIRSPACE WN a x0 o Q o•d AW PVB INTERLAYER 11 s a+.Z IL Z P— pz USED AT CURVED 5v FRAME MEMBERS ONLY 2910 • • 5l8' GLASS SITE @ 11-718' O.C. MAX 04 GLASS BTfE GLASS TYPE 2 GLASS TYPE 4 • TABLE DIMENSIONS MAY BE • ORIENTED VERTICALLY OR • HORIZONTALLY AS SHOWN. ' LONG • SIDE �— LONG SIDE • SHORT SIDE -t— :.e: � j SIDE } — LONG SIDE —� SHORT SIDE LONG SIDE —� SHORT SIDE ��I�tllrrlll .�.ON� LYNN r : No. 58705 O SIA t_ N& A. LYNN M010L L P.E. P.E.# 68705 co 0 !7co O 'n It cm O N co spa co Oc � N .-j N O 1J. Z � U j • s7 LUx Cl `2 0 + m • (� WN a x0 o Q o•d r� a+.Z IL Z P— pz • • �ww,L 04 O 2 • Z • .�0. cc `3r. Il Z• ti� U XW ' t Q�i. Q E O MEa ��I�tllrrlll .�.ON� LYNN r : No. 58705 O SIA t_ N& A. LYNN M010L L P.E. P.E.# 68705 TABLE 5: Window Design Pressure (+F, psf)for Glass Type 5 7116` LAMINATED GLASS STACK 3116' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY QQ 11-7Ar O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE tlVHIG31 THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEO WINDOWS. DO NOT USE WITH FIN.FRAM@D WINDOWS. TABLE & Window Design Pressure (+1-, psf) farGiass Type 7 1€ Ig w SG INTERLAYER 6'ANNEALED GLASS 5W GLASS SITE GLASS TYPE 5 1-1118' NOM. GLASS STACK t-f-r�, �T 3116' TEMPERED GLASS 7118' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 1 i 718" O.C. MAX. EXTERIOR a NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCI( DIMENSION - 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL. DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO RANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. GLASS TYPE 7 T H-- LONG SIDE 4 SHORT SI}}D£ - E / 7 11 �•--- LONG SIDE —�-{ SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7116' LAMINATED GLASS STACK ANNEALED GLASS 8'ANNEAUM GLASS 90' SG INTERLAYER 518' GLASS SITE • —.4SHORT • SIDE • • LONG SIDE Li 1 SHORT SIDE RM,MYED is with the Ftmidn a m n `�1tL l�ll� �� •( LYNN A `�� 0�........ ��4 ' No. 58705 ,- 7 ) I ' STATE A. LYNN MLLER, P.E. P.E.# 5870.5 v- Y O r >- d 0 c N spa O � N � LLI ' O cj —1 0 N O Z V- to � cfl Z t' T LL! `" • `- G3 U X f m Q wA U}— O g•o4 ••• �3 r �� O ©.� 0 0 .tsi• Z i-' 0 to • • • .$ •ISI• • • Z .ot• jv • • • • Z :W oiiS -Z N N • • Oti °Q V X d0. LL uj `�1tL l�ll� �� •( LYNN A `�� 0�........ ��4 ' No. 58705 ,- 7 ) I ' STATE A. LYNN MLLER, P.E. P.E.# 5870.5 'TAnt C 7. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY Fri WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE W3TH FIN -FRAMED WINDOWS. 1-1115' NOM. 7/1G LAMINATED GLASS STACK GLASS STACK T 12 X80' SG INTERLAYER 3K6' TEMPERED GLASS - 3116- HEAT 3116' HEAT STRENGTHENED CLASS STRENGTHENED GLASS 7116" AIR SPACE j 11 USED AT CURVED FRAME MEMBERS ONLY 11-7Ar O.C. MAX. GLASS TYPE 6 518' GLASS SITE USED AT CURVED FRAME MEMBERS ONLY Q 11 7f - O.C. MAX 7115' LAMINATED GLASS STACK ' HEAT STRENGTHENED GLASS 5' HEAT STRENGTHENED GLASS SG INTERLAYER 518' GLASS BITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT SIDE SHORT SIDE t+— LONG SIDE —+-{ SHORT LONG SIDE SIDE —� SHORT �— SIDE co N r Window Design Pressure (+1--, psQ for Glass Types 6 & 8 o cl 10 N CD 0 O� Od N Gs 04 o O� C-4 —1 o � Z Long Side On) _ � ILI wz 0M." 1-, 67-718 72 76 80 84 88 92 96 100 104 109-1/2 112 118 120 124 128 132 136 140 144 - 30 +901-130 +901-130 +9W -13D +901-130 +901-130 +90/-130 +901-13D +901-13D +901-130 +9W-130 +g1-130 +79W--1 3D +901-130 +901-130 +901-13D +901-130 +901-130 +W-130 +901-130 +W-130 •• • • 32 +901-130 - +901-130 +901-130 +SW -130 +901-130 +901-130 +901-130 +S1-130 +901-13D +901-130 +9W-130 +901-130 +9flf-130 +901-130 +W -13D +901-130 +901-130 +901-130 +901-130 34 " +9W-130 +901-13D +901-130 +901-130 +W-130 +S1-130 +901-13D +901-130 +901-13D +901-130 +U.130 +gW-13D +901-130 +W-130 +M -13D +9W -13D +901-130 36 +901-130 +901-13D +9W-130 +9W-130 +9W-130 +901-130 +901-130 +901-13D +got -130 +901-130 +901-130 +901-130 +9131-130 +9W-130 +9W-130 +9W-130 38 +9D1-130 +901-130 +901-130 +901-130 +901-13D +9W-130 +901-130 +901-130 +901-13D +9131-130 +901-130 +s1-130 +901-129.2 +901-127.3 40 +9(k1 -13D +901-13D +901-130 +901-130 +M-130 +9W-130 +9DI-130 +901-130 +W-130 +9D1-126.8 +901-123.2 +90f-171 42 +9W-130 +901-130 +901-130 +W -13D +9W-130 +W-130 +901-13D +9W-129.3 +90f-123.2 +901-119.7 +9D1-116.4 44 +901-130 +901-130 +901-130 +9W-130 +901-130 +901-130 +90U-130 +W-124.5 +0-119.4 +901-115 € 46 +9W-130 +901-130 +901-13D +901-130 +901-13D +901-130 *W-126.9 +W-120.5 +9(Y-115.3 v 48 +901-13D +901-130 +901-130 +901-130 +901-130 +9W-129.7 +901-123 +9(Y-116.5 r 50 +901-13D +9W-130 +901-130 +901-130 +901-13D +9W-1282 89.41-119 g 52 +901-130 +9W 130 +9W-130 +W -13D +9W -13D +88.81-123 w 54 +901-130 +9W-130 +901-130 +9W-130 +88.81127.1 55 +901-130 +M-130 +901-130 +89.41-129 58 1 +9W.13D +W-130 +9D1-130 60 +901130 +901-13D +89.61-129. 62 +901-130 +9W -13D 64 +901-130 +901-13D 66 +S1-130 67-718 +M-130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY Fri WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE W3TH FIN -FRAMED WINDOWS. 1-1115' NOM. 7/1G LAMINATED GLASS STACK GLASS STACK T 12 X80' SG INTERLAYER 3K6' TEMPERED GLASS - 3116- HEAT 3116' HEAT STRENGTHENED CLASS STRENGTHENED GLASS 7116" AIR SPACE j 11 USED AT CURVED FRAME MEMBERS ONLY 11-7Ar O.C. MAX. GLASS TYPE 6 518' GLASS SITE USED AT CURVED FRAME MEMBERS ONLY Q 11 7f - O.C. MAX 7115' LAMINATED GLASS STACK ' HEAT STRENGTHENED GLASS 5' HEAT STRENGTHENED GLASS SG INTERLAYER 518' GLASS BITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT SIDE SHORT SIDE t+— LONG SIDE —+-{ SHORT LONG SIDE SIDE —� SHORT �— SIDE QC��. �GENSF•'•�F.Q i -I No. 58705 .� (A �` rr � •' STAT '• <[/� arA �i A. LYNN MINER, P-E- P.E.# 58705 co N r o cl 10 N CD 0 O� Od N Gs 04 o O� C-4 —1 o � Z _ � ILI wz 0M." 1-, S .. 'WAG m g rZ D -Z v .. g ••• t; r�z• • Z• O. •• • • p Z Ir • Z• NN • • Q 2t�ao U LUQ a a QC��. �GENSF•'•�F.Q i -I No. 58705 .� (A �` rr � •' STAT '• <[/� arA �i A. LYNN MINER, P-E- P.E.# 58705 EDGET DISTANCE INSTALLATION TYPE A WINDOW EXTERIOR BUC"4HEIGHT TIP -TO -TIP, WUNDOW HEIGHT VISILE LIGHT HEIGHT = WINDOW BUCK "Elm -IT - 2 -314' 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET \TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 0 11-7IS` O.C. MAX. INSTALLATION TYPE C EMBEDMENT 114' MAX SHIM •r, � •• !b EDGE s DISTANCE 114' MAX. SHIM #12 STEEL SELF -DRILLING SMS (G5). SEE TABLE 8. THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING INSTALLATION TYPE B EMBEDMENT 1X WOOD BUCKSTRiP, • SEE NOTE 2. THIS SHEET • •' ' . TYP. ANCHOR TYPE. EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE SEE TABLE 8. THIS SHEET -If nnnm EXTERIOR CONCRETEICMU PER ANCHOR VISIBLE LIGHT %WTH = 5 REQUIREMENT WINDOW BUCK WIDTH - 2-314 ' WiNDOW SUCK WIDTH CONCREiEfCMU TIP TO -W WINDOW W10TH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A A EXTERIOR IG MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8.THIS SHEET �v4 MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET TABLE 8: Anchor 'MIN. Substrate Min' Edge Distance Min. Embedmerd Max O.C. SPOON #12 or #14 410 SS Screw P.T. Southam Pine (SG=EN 8116' 1-31W 12' Al a iftan, 6083-T5 min' 318' 0.063' • 12' A36 Steel 318• 0.063' • 12' Steel SW Or. 33 ndrs 318• 0.048 18 Ga • 12' #12 et #f 4 Steel Screw (Q5) P.T. Southam Pine (SG -OM) 8116' 1318' 12' Alumhunrr. 6063-75 min. 318' 0.063' • A36 Steel 31W 0.1w. 12' 12' Steel Stud. Gr. 33 min. 318' 0.045 l8 Ga)' !2` 114 410 SS CreleFleu Usgrouted CMU' (ASTM C -N) 2112' 1-14 12' Concrete (min. 3.35 kst) 1' 1314 12' 1/4 Steel UAtraeon Concrete (min. 2.83 ksQ 1' 1314 12' Concrete (mkL 2.85 ksQ 2-U2' 1-318' 12' Ungrouted CMU. (ASTM C.90) 2-112 1-v4' 12 Grouted CMU, (ASTM C30 2-V2' 1314 12` 5116' Steel 1111mcon Concrete (min. 3.5 ksQ 1-v4 1314 12' Grouted CMU, ASTM C•80 2112- 1314` 1 2' 12- 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. > r mILI a . CONCRETE PER EMBEDMENT • ' . • ` : _ q ANCHOR INSTALLATION NOTES: "r • ate• L ar � . . REQUIREMENT ON{ 04 A A ... . z 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. •. �� •t U W r D Dl.�. Z O WON EDGE fj 2. WOOD BUCKS DEPICTED ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-M 1X WOOD BUCKS ARE INSTALLATION �'• ANCHOR TYPE. EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED ASW ARE 1-V2' THICK OR GREATER. TYPE B DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING Z SUBSTRATE, SEE TABLE S. THIS SHEET JURISDICTION. VERTICAL SECTION B -B 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. > r mILI a Y a O uI ON{ 04 A A a pLL NJ p zt? U- Zo z •. �� •t U W r D Dl.�. Z O WON •?-z GL z Osee g .. x .ti Q •m • .... Z • Q • •. •• • 4 CI e.• z Z • •• •� 0 N� X tt IL IL eras Cy INo.587� _ �� ' fitORUpP.•�`��` A. LYNN MIL LEP, RE P.E.# 58705 EDGE DISTANCE INSTALLATION TYPE E < 4 EXTERIORa WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2314' i 2X WOOD BUCKSTRIP OR FRAMING. SEE NOTE 2, THIS SHEET INSTALLATION TYPE G ,-TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY Q 11-718' O.C. MAX. fTLNOTIn41.Ii17oI #12 STEEL SELF -DRILLING SMS (GS). SEE TABLE 9. THIS SHEET INSTALLATION TYPE H PERANCHOR REQUIREMENT r INSTALLATION TYPE F 1X WOODBUCKSTRIP. SEE NOTE 2. THIS SHEET —� TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. THIS SHEET 1-1 EXTERIOR 4 . 0 11 VISIBLE LIGHT WIDTH = _ 5 ! WINDOW BUCK WIDTH - 2.314" I-• WINDOW BUCK WIDTH MAJII-OADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THiS SHEET �114' MNc swM f T 1X WOOD BUCKSTRIP. I SEE NOTE 2. THIS SHEET CONCRETE PER EMBEDMENT j f •• .•� . ;. •` • � ANCHOR REQUIREMENT INSTALLATION t EDGE TYP. ANCHOR TYPE. EMBEDMENT TYPE F DISTANCE AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9. THIS SHEET VERTICAL SECTION D -D HORIZONTAL SECTION C -C TART F 9 - EMBEDMENT EDGE .• DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT Anelwr Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw P.T. Southern Pore (SG=0.55) 16' 1.318' 12' Akffrdrmrn. 6063-T5 min' 318' 0.083' - 2 A36 Steel 318' 0.(W. 12" Steel Stud, Gr. 33 m1m 318` 0.045 18 Ga ' 1r #12 or #14 Steel Somw (GO P.T. Southern Pira (SG=0.55) 9116' 14W it Alurahnm. 6063-T5 min. 318' 0.083 ' A36 Steel 318' 0 W • 1r 12. Steel. Stud. Gr. 33 ata 318' 0.045'(18G8)* 12" W 410 ss CreteFlex Ungmfied CMU. (ASTM 0-90) 2-u2` 1 114 Ir Concrete (min. 3.35 kel) 1' 1-314 12' 114 Steel Uitracon Concrete (min. 2.85 ksl) 1' 1314 12' Concate (min- 2.85 ksl) 2-ur 1318' 12' Ungrouted CMU. (ASTM 0-90) 2-1Ir 1414 12' Grouted CMU, TM C -N 2 -1/r 1314 it 5/iG Steel Ultracon Comate (mbn. 3.5 kal) 1-114 1.314' 12' Grouted CMU, ASTM C -9D 2-112' I 1314 I 1r ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X . ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11r IXWO(D BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2)P 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 JURISDICTKK 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. a PIC H 6 a a: W ch a Y r A.jf It vOi 0 o CIA 04 O d O i O —t N oo T- Z a; iLd �� A6 W in Li • °e 5 • • • SON � !n 0 :ACO o � > per• Z I Z n. O • • • •T. sA s sees • •ss• s� • • • • •� �t< • •dd Iaa�S ® ? •J`• y?• (/A O •Z •s• Q •.Z•• • • • •O Z ��, s=� O '• tZco • C) Q ul x Cras 1L1uL w endl --v pzisi YNIV �� Y��• ' �1GENSF' • E,p �� *• _ No. 58705 -o CA" .• STA O • ((/�� fill A. LYNN MILLER, P.E. P.E.# 56705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE ;�Ij EMBEDMENT DISTANCE PER SUBSTRATE, — SEE TABLE 10. THIS SHEET INSTALLATION TYPE 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2 -314' INSTALLATION TYPE J 2X WOOD BUCKSTRIP O SHEET E NOTE 2, THIS INSTALLATION INSTALLATION NS St� TYPE J TYPE K LEDGE EDGE ISTANCE DISTANCE 1SH� fir EDGE DISTANCE —� 0Kf2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP OR FRAMING. SEE OR FRAMING SEE -411 puill NOTE 2. THUS SHEET NOTE 2. THIS SHEET L111 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 10, THUS SHEET EMBEDMENT 3 USED AT CURVED FRAME MEMBERS ONLY @ 11-718' O.C. MAX. 11 4 11 VISIBLE LIGHT WIDTH = 5 114" MAX. SHIM WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH INSTALLATION HORIZONTAL SECTION E -E TYPE L 7 �] #10 STEEL SELF -DRILLING SMS (G5). SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING SEE NOTE 2, THIS SHEET _ 114" MAX SHIM MH ut4:)ADE APPROVED MULLION WE SEPERATE N04 ALUMINUM. STEEL FRAMING OR STEEL. STUD. SEE SUBSTRATE PROPERTIES. TABLE 10.THIS SHEET TABLF IW - EMBEDMENT EXTERIOR IG " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. ��4EDGE DISTANCE _I INSTALLATION NOTES: TYP. ANCHOR TYPE. EMBEDMENT 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET As -ix-. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-im.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED ASW ARE 1-11Y THICK OR GREATER VERTICAL SECTION F -F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a N a M a Min. Edge Mex. O.C. Anchor Substrate Distance 2-117 x .113" Box Nall P.T. Swthern Pine .E5 WIG 5' 2-1f2" X .131" Common Nall P.T. Southern Pine .65 318" w 2-112' x .14s Rooft Nall P.T. Southern Pine =0.56 318" S P.T. Southern Pirie =3. 112" 5" #10 x 1' Steel Scrar 0.093° Atumtrwm. 6D63-75 NnUL I S/15 5" my 1116' A36 Steel I 6116" s Q045" 18 Gal Steel Stud Gr. 33 1 5116' S" " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. ��4EDGE DISTANCE _I INSTALLATION NOTES: TYP. ANCHOR TYPE. EMBEDMENT 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET As -ix-. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-im.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED ASW ARE 1-11Y THICK OR GREATER VERTICAL SECTION F -F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a N a ox% i * ' NO. 58705 Lu- ��. STANE �• 11I� �•�' . FLORIaA•' • �?� FS • �. A. LYNN MILLER, P.E. P.E.I587II5 M a O C9 civ ti O CD rw i -� a O-1 z U: z XH ... go U AZ.o a . w Z O • :3 • my 4R ex INt OR 2! aim O :i ... �..�.� HQ- ••• z � • • p •i.. Z ••• O 7j HN o zLL 0.0. LL OW --sea ox% i * ' NO. 58705 Lu- ��. STANE �• 11I� �•�' . FLORIaA•' • �?� FS • �. A. LYNN MILLER, P.E. P.E.I587II5 INSTALLATION TYPE M I FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO • MORE THAN W O.C. 4 EXTERIOR a BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW SUCK HEIGHT - 2 -3W INSTALLATION TYPE N LENT . EDGE DISTANCE 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2. THIS SHEET TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 11. THIS SHEET USED AT CURVED I FRAME MEMBERS ONLY 0 11-7is- O.C. MAX. °' • l�[EE��i1�1 .. ,- INSTALLATION TYPE M INSTALLATION rFM INSTALLATION TYPE N EMBEDMENTONLY, - 1/4'MAXS MAY BE NO 114' AN 8" O.C. SHIF IX WOOD BUCKSTRIP. SEE 2X WOOD BUCKSTRIP NOTE 2. THIS SHEET OR FRAMING. SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE. EMBEOMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET v U 5 114' MAXIM —.-j jam-- VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH -2-W P - v #! WINDOW BUCK WIDTH INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO 1 MORE THAN G O C. #12 STEEL SELF -DRILLING SMS (G5). SEE TABLE 10, THIS SHEET TYP.ANCHORTYPE- Substrate EXTERIOR EMBEDMENT EDGE DISTANCE PER SUBSTRATE, Max. O.C. S d SEE TABLE 11, THIS SHEET - MAX SHIM MIAMI-DADE APPROVED MULLION �14' (SEE SEPERATE NOA). ALUMIWK e" STEEL FRAMING OR STEEL STUD. 8" SEE SUBSTRATE PROPERTIES, 1X WOOD BUCKS7RIP, SEE NOTE 2. THIS SHEET TABLE 11.THiS SHEET . VERTICAL SECTION H -H HORIZONTAL SECTION G -G TABLE 11: EMBEDMENT EDGE e ; DISTANCE « •- Anchor Substrate Mlia Edge Distance Mia Embedment Max. O.C. S d #12 or #14 410 SS Strew P.T. Sem Pian G=0.55 8116" 1-39• 6" Alumhm 8083 -TS rNa 318" mW7 . e" A36 Steel 318" 0.063 • 8" Steel Stud, Gr. 33 min. 318' 0.046"(18 Ga " 6" #12 or #14 Steel Screw (GS) P.T. Scuftm Pine CSO. site, I -W 6" Altsrdmn. 6063-T5 n*L 3W 0.()= " A36Steel 31W 0.083"' 8' 6" Steel SLud Gr. 33 min. 3f8" 0.045" 18 Ga • 8" 114"410 SS CmIeFlex CMS AS1M! C W 21f2" 1-14" 12" Concrete (n*L 335 ks) 1- 1-314" 12" 114" Steel Ultracon Concrete 2.85 ksQ 1- t -3l4- 12, C=mete mia 285 2-1122' I -W W U CMU, TM C90 2-Vr 14141. 12" Grouted CMU TM C•90 2112" 13/4' 12" 6f16" Steel Ulracm Concrete mkt. 3.5 k 1-V4" 1.314' 12" Grouted CMU TM 690 2-112' 1314' 12" • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X`. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I -W. WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -,WARE 1-112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHOR17Y HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL. MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME_ 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM -EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. `�11LUYNN Llliiil!/// ....... EN F�4F� _ No. 58705 • • STATE 0 �4cl Z7 iX%�sS F401111D •�� `�� ; 0N�uAli A LYl1 naiu az, P.E. REA 58705 M a C9 N ti 0 Oce) N N N• O Z Z-1 ••• W :� z+�•� w elz nnr o or 7 Op. Z O sr Z 0- A..0) 000 see O 00*0• •• • Q •• i- •••s 81 Z Z• • •� •Q• O •�• Z • • 0 Z J app N N • o t-- � O Z i i cQ z a a x IL LL •per sae sauag `�11LUYNN Llliiil!/// ....... EN F�4F� _ No. 58705 • • STATE 0 �4cl Z7 iX%�sS F401111D •�� `�� ; 0N�uAli A LYl1 naiu az, P.E. REA 58705 ALL CORNERS TO j USE GASKET I ANDIOR SEALANT TABLE 12 - ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES SW CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY ASSEMBLY DETAILS FOR FIN FRAMES W CORNER FRAME ASSEMBLY EWAL-LEG FRAME FRAME �-- EQUAL -LEG FRAME MITERED FRAME WITH ESI' NOR AND EXTERIOR FRAME WELDS FLAhtGE FRAME (SHOV" OR CORNER KEYS AT SCREW BOSSES. SEALANT ATALL CORNERS Rem 1 PGT Part # 4263C DescrlpNon Flanged From Material Alum. 6863-76 2 4285 Equal -leg Frame AFwm. 6063-75 3 4256 Integral Fin Frame Alien. 6063.75 4 4255 7116" Laval. Glass Beading Alum. 6063-T6 5 4254 LG. Glass Beading Alum 6063-T5 60 4270 Instalfatlon Fastener Caber Alum. 6063-T5 6b 4224 hstaAadcn Fastener Cow FVd PVC 10 705MC Gasket (at 80' comer joints) Polyethylene 11 TP24718 Vlayl Bulb Weatherstdp Flex PVC, Duro. 65 +1-1 13 Dow 899, GE 7700 S11Icone or Equiv. 20 71662K Setting Block, Mono. 3116" x 7116° x 4" Neoprene, Duro. 86 +1-1 21 7004AK Setting Block, I.G. V16' x 1-&32'x 4" Neoprene, Dura 85 +1-1 22 U RAK746 7/16" DuraSeal Spacer 29 6 #6 x 14M FH SMS Stainless Steel 30 781PQX #8 x 1" Quad PH SMS Stainless Stee! dog 2.7x4 A74 .062' 438' 1000' ft FLANGE FRAME #4253C, 6063:M DICURVED ASSEMBLY )R (SHOWN) OR CORNER. KEYS AT SCREW BOSSES. SEALANTATALL CORNERS .0s4 21..— A74 1.37W •W" .438' EQUAL4-EG FRAME #4285,6063-T5 2.784' • • M4-—f-(�(4 •— • .074'—►1;-�— t3s1' �. - " H v 43W I UN U at 04 u j f� 1.126 • y x77• f 1 3 FIN FRAME #4256,6063-T5 a48' 4q,L�z ��ii�' .875' .875' � � `� a'�� •' l-�GENSF •' •..'7� �� _Na. 58705 11— •05(r 7116° LAMI LG. GLASS INSTALLATION � -0 .7 ( � GLASS BEADING O BEADING 6a FASTENER COVER :�� STAT #4255,6063-T5 #4254, 6063-i5 #4270, 6063-T5•-.!PLOR�oP:.� sSY 4NA - xc``�• A. LYW MILLER, P.E. P E.# SSm co r Q r n�[! 04 ® N LLI H A O FL N 1 p LL m z Z Ll U V X. Lee 06 W Q wZ 02P 5 .� > °° t c!) wto ° 0. . z a z .� ••f • Q F g 1 00 0 y.. b •• 0000 • • • .•fig 6 • • 2 •y • z •�. Q • ?�, t •• LL • •V.• • • ••� � It O as tt. m erst �a a48' 4q,L�z ��ii�' .875' .875' � � `� a'�� •' l-�GENSF •' •..'7� �� _Na. 58705 11— •05(r 7116° LAMI LG. GLASS INSTALLATION � -0 .7 ( � GLASS BEADING O BEADING 6a FASTENER COVER :�� STAT #4255,6063-T5 #4254, 6063-i5 #4270, 6063-T5•-.!PLOR�oP:.� sSY 4NA - xc``�• A. LYW MILLER, P.E. P E.# SSm