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WS-14-519
Miami Shores Village Building Departmen �' -- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 \ Tel: (305) 795.2204 Fax: (305) 756.8972 \ I` INSPECTION'S PHONE NUMBER: (305) 762.4940-1 . Or S BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: City: BUILDING_ Gm% N ANA_ V_cP Miami Shores County: Folio/Parcel #: 1 I b2.C(o • OIl • tZ• (D 0 Is the Building Historically Designated: Yes FBC 20 Permit No. Master Permit N . ROOFING Miami Dade Zip:. 153 NO Flood Zone: OWNER: Name (Fee Simple Titleholder): (-11(-160, Set k Phone #: )O S • *)501. SZ)S Address: G'4-4 I &E 4 vc City: 1Y\ iaM\ Tenant/Lessee Name: Email: State: zip: Phone #: '3•S `i. 7so_S CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Phone #: 954 -792- 4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone #: 954 - 7924415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone #: 954-7924415 ext 243 Email Address: PERMITS @FHAPRODUCTS.COM DESIGNER: Architect/Engineer: GARY McDOUGLE Phone #: 561 - 752 -5440 Value of Work for this Permit: $ ')O2. Square/LinearFootage of Work: Type of Work: °Addition_ °Alterati�onn '� °New iiRepair/Replace y- °Demolition Description of Work: J' �% tsC � tr tc l� f 2 trf\ pct. L.31 ftri Du3 Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 3Y% .(16 Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR°NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be frosted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent �Q The foreg 'ng instrument w acknowledged before me this 1 J by C lot'%g scoot) day of Signature Contractor t The foregoing instrument was acknowledged before me this J 7" , day of Q-XrCV , 20 I�, by WAYNE T. BURNETT who is personally known to me or who has produced who is personally known to me or who has produced As entification and who did take an oath. Sign: print: CAROLIN My Commissio as idenlifica and who did take an oath. Sign: print: CAROLIN My Commission E ***************************** ** ** ************************************* ************ *x+**************** APPROVED BY /; Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Miami -Dade My Home My Home miamidade gov Show Me: I Property Information Search By: Select Item Text only Col Report Homestead Fraud LJ Property Appraiser Tax Estimator E3 Property Appraiser Tax Comparison Summary Details: Folio No.: 11- 3206 -017 -1260 Property: 9941 NE 4 AVENUE RD Mailing GLORIA SAXON 1996 TRS Address: GLORIA SAXON Living Units: PO BOX 530247 MIAMI FL Adj Sq Footage: 33153-0247 Property Information: Primary Zone: 1200 SGL FAMILY - 2501 -2800 SQ CLOG: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/4 Floors: 2 Living Units: 1 Adj Sq Footage: 4,702 Lot Size: 16,750.50 SQ FT Year Built 1939 MIAMI SHORES SEC 4 AMD PB 15-14 LOT 7 & Legal 8 & E1/2 OF LOT 9 BLK Description: 130 LOT SIZE 128.850 X 130 OR 12006 -3226 12831 OR 26837 -0155 0409 30 Assessment Information: Year 2013 Land Value:. $311,647 Building Value: $373,833 - Market Value: $685,480 Assessed Value: $341,317 Exemption information: Year 2013 Homestead: $25,000 2nd Homestead; YES Taxable Value information: Year 2013 Taxing Authority: ApT laxab a Value: Regional: $50,000291,317 County: $50,000/$291,317 City: $50,000/$291,317 School Board: $25,000/$316,317 Sale Information: Sale Date: 4/2009 Sale Amount: $100 Sale O/R: 26837-015 Sales Transaction involving Qualification affiliated parties (family, Description: corporate, business, landlord- tenant). View Additional Sales Page 1 of 2 ACTIVE TOOL: SELECT it et et gm elit Aerial Photography - 2012 0 Ho My me I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer TAM ma 118 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at plsaniamidade.gov. Web Site © 2002 Miami -Dade County. All rights reserved. /4P Legend Property Boundary Selected Property Street ♦1/ Highway Miami -Dade County ■ Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 2/20/2014 A� RI CERTIFICATE OF LIABILITY INSURANCE 3/ DATE (MMI D/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. HOLDER. THIS BY THE POLICIES AUTHORIZED IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Bateman Gordon and Sands 3050 North Federal Hwy Lighthouse Point FL 33064 CONTACT (A/C. No. Ext):954- 941 -0900 FAX 941 -2006 E- MAILc,No):954- ADDRESS:emedlinQbgsagency.com INSURERS) AFFORDING COVERAGE NAIC # INSURER A :Scottsdale Insurance Company LIABILITY COMMERCIAL GENERAL LIABILITY INSURED FLOHO4 Florida Home - Improvement Associates, I nc 4070 SW 30th Avenue Hollywood FL 33312 CirVFROnme INSURER B:Amerisure Insurance Co. 19488 INSURER C : INSURER D D. EACH OCCURRENCE INSURER E : DAMAGETO RENTED PREMISES (Ea occurrence) INSURER F : THIS INDICATED. CERTIFICATE EXCLUSIONS INSR Irsc v Poi Vnr Iltum r : IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE AUUC INSR UMIt WVD POLICY NUMBER POUCY EFF IMM/DDIYYYY) POLICY EXP JMM/DD/YYYY) LIMITS A A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY BCS0031641 2/28/2014 2/28/2016 EACH OCCURRENCE $1,000,000 $100,000 DAMAGETO RENTED PREMISES (Ea occurrence) CLAIMS MADE X OCCUR MED EXP (My one person) $ PERSONAL & ADV INJURY $1,000,000 $2,000,000 GENERAL AGGREGATE -1 GEM. AGGREGATE LIMIT APPLIES PER POLICY I� i 7CT n LOC PRODUCTS - COMP /OP AGG $2,000,000 BI/PD Deductible $5,000 AUTOMOBILE X LIABILITY BCS0031541 2/28/2014 2/282015 LUMIiINEU bINteLE LIMI I (Ea accident) $1,000,000 $ ANY AUTO ALL OWNED AUTOS H RED AUTOS X SCHEDULED NON -OWNED AUTOS BODILY INJJRY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ A X UMBRELLA UAB EXCESS LIAB DED X X OCCUR CLAIMS -MADE XLS00892063 2/28/2014 2/28/2016 EACH OCCURRENCE $2,000,000 AGGREGATE $2,000,000 RETENT ON $ 0 WORKERS COMPENSATION g AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTfVER /EXECUTIVE Y / N WC208620801 2/28/2014 2/28/2016 _ X I TORY LIMTIUTS I I ER OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L. EACH ACCIDENT $500,000 If yyees describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -EA EMPLOYEE $500,000 E.L. DISEASE- POLICY LIMIT DESCRIPTION $500,000 OF OPERATIONS/ LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) General Contractor License # GC 061890 CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2nd Ave Miaim Shores Village FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORI D REPRENTATIVE • , ACORD 25 (2010/05) @1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ' Florida Home hnproyament Associates Wens. No. CGC next ! 034411111 4010 SW 3eAve., Haltywood, Fl. 53312 Job# 93349 /� r Replacement Windows Contract Name: `' 1(26 `mod +et S'0�`ot Home Phone: J `S 7S9 — aCTsus. Phone:' 7/0 l V78/ f 8/ 33't3Sr Brossard Tab. 954792 -4415 Miami Dade Tee 306-546.4469 Fax 964792 -2179 Web: FHAPRODUCTS.COM Breath INFO @FHAPRODUUCTS.COM l:A \ i E + -./ . / `,A AA .c."1; J.)d Address Q City State ZIP This Contract is made and entered into this 1 V day of � 201 by and between Markle Nome improvement Associates, Inc, a Florida corporation (°Contractor" or "FHA, and owner(s) named above of the residence located at the address listed above ( "Owner"). ThalgAds. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced. (Nom Removed items are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS: O3 FHA Energy Storm Saver Simontan Vinyl Insulated Install ® Aluminum Insulated, _ Aluminum Non - Insulated 4) Doors:_ FHA Energy Storm Saver_ AlumInum lnsdeted. Altmann Non-insulated Directions are viewed from the inside. On sliding glass doom Active and Fixed Panels are identified. On Cases and single French doors thee is Identified Right Hbups end left Fangs On Double-French Doors the more active doorts identified impact( ) Non - Impact ( ) Color: White: Turf Bronze: Grey: MIII Fit Glass: ‘4741I•� �j t� PS(51Y• cT <J Warranty: Manufacturers Wart my sent upon competition. 5) Work NOT to be replaced: b N 1 GG WIN C. er-e INmAl. HERE 3 6) If applicable, removing _shutter panels, and /or security bars. iNAL HERE—) j) speclalinstructions: 171i (;cCi'•r.Cp Pit 4Ckr/'v eh- DA) ttav�Net ..=Ss k)t'ACaa3Q CtCCs"to— d1 ills �,re'kc) c es+e�i /c 1a{ i' .‘,64 et •-eel r4. 8) Cleanup job debris and provide necessan�permlts and insurance. 9) If applicable, in the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. (No finish work other than normal installation is to be done unless noted below.) Additional Work: ,p�,��y�� Y AO6:i K).t� _ 6.)c .4 et iri x44.11 ,r rL (d3? dlinre t:pJ i_� f nrt ,vrrt Schedule: Contractor shall commence a work within days after execution of the Contract (the "Commencement Date ") andabbaff endeavor to complete all Work hereunder within days after the Commencement Date. Price $4,3 t f Contract Sales Tax ( %t $ �c /! Total Contract Price $ r' Vr �6 i to Owner, substantially similar to the forms The TOTAL PRICE for all labor and Materials (including any applicable discount) Is Down Payment $ Balance Payable $ Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Final included in rhaoter 713. P tatues (20051. Circle one: Ives /Owner elects to apply for financing of the above - statue lump sum amount if yes is dried, see financing agreement and related Nati:eta the Owner, if firandng Is being obtained by Owner: a). Do notaign this ham Iraprovenent contract (including Standee do ts) in blank. b).You are entitled to a copy tithe contract at the thee you sign. Keep itto protectyaur legal rights. 4 The final donanaos attached to this home improvement c nay contain a mortgage or otinswbse create a lien on goer property that could be tore on if wed* net lay. te sure you understand all provisions of the contract and financial daanertt before you sign. Miscellaneous: This contract contains the entire contract of the parties. It may not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above written. You the Buyer may cancel this transaction at any time prier to midnight on the third business day after the date of this transaction. See the attached notice of cancellation form for an explanation of this right. Date Home Owners Association Name: Phoire #: YES ( ) NO ( Building Name: COMM& Qty_ Picture Window Other Qty 6- 5D WO ►+mot li Custom 111tlibILHENI Qty a Slnal_e Neves QLY Qty Qty ACTIVE Finn FA W RH 0 Aiwa ACTIVE ffi Door Si»aka french Door Derails freer* Doors G a AA AS FA FAAF AAF FAA Qty_ Qty Qty Qty_ Qty_ Qty RH( I Etii ) Qty RA( ) LA( ) Qty Qty Glass: ‘4741I•� �j t� PS(51Y• cT <J Warranty: Manufacturers Wart my sent upon competition. 5) Work NOT to be replaced: b N 1 GG WIN C. er-e INmAl. HERE 3 6) If applicable, removing _shutter panels, and /or security bars. iNAL HERE—) j) speclalinstructions: 171i (;cCi'•r.Cp Pit 4Ckr/'v eh- DA) ttav�Net ..=Ss k)t'ACaa3Q CtCCs"to— d1 ills �,re'kc) c es+e�i /c 1a{ i' .‘,64 et •-eel r4. 8) Cleanup job debris and provide necessan�permlts and insurance. 9) If applicable, in the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. (No finish work other than normal installation is to be done unless noted below.) Additional Work: ,p�,��y�� Y AO6:i K).t� _ 6.)c .4 et iri x44.11 ,r rL (d3? dlinre t:pJ i_� f nrt ,vrrt Schedule: Contractor shall commence a work within days after execution of the Contract (the "Commencement Date ") andabbaff endeavor to complete all Work hereunder within days after the Commencement Date. Price $4,3 t f Contract Sales Tax ( %t $ �c /! Total Contract Price $ r' Vr �6 i to Owner, substantially similar to the forms The TOTAL PRICE for all labor and Materials (including any applicable discount) Is Down Payment $ Balance Payable $ Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Final included in rhaoter 713. P tatues (20051. Circle one: Ives /Owner elects to apply for financing of the above - statue lump sum amount if yes is dried, see financing agreement and related Nati:eta the Owner, if firandng Is being obtained by Owner: a). Do notaign this ham Iraprovenent contract (including Standee do ts) in blank. b).You are entitled to a copy tithe contract at the thee you sign. Keep itto protectyaur legal rights. 4 The final donanaos attached to this home improvement c nay contain a mortgage or otinswbse create a lien on goer property that could be tore on if wed* net lay. te sure you understand all provisions of the contract and financial daanertt before you sign. Miscellaneous: This contract contains the entire contract of the parties. It may not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above written. You the Buyer may cancel this transaction at any time prier to midnight on the third business day after the date of this transaction. See the attached notice of cancellation form for an explanation of this right. Date Home Owners Association Name: Phoire #: YES ( ) NO ( Building Name: P;= qh.(cCp -GCp V(mph 178 1620 FRC for HVB2, or Fig 26.5 -1a BrskCmogmy B Table 1.5-1. pap 2 Expos= C Seaton 26.7 Kd 0M Table 26.64. pep 290 NW 1 14pm 26.8.1. pap 252 MO 0.18 -0.18 0.55 pirehofroof MU 14.0 dogmas dab 14.0 dagens . Moos Roof Hereto 13 Spedafy EnglneerMg Consullants. Inc. 1589 SW 30 Avenue. Salle #20 Boynton Beach, FL 334328 PL. CA00119217 W'ad Veloottea in $osdh Flende -55.5 , Wr MkS• #f8><:••!!1•EsszFsam `•.tyi�, ia Dods froward Wm Beach - 55.9 Risk Cat. l 165 156 156 Low risk bhumans (lame. lords) Risk Cat. 2 176 170 170 SMnle Fondly Redden= Risk Cat. 3&4 186 180 180 6mtmtialFadWias Infatuations and flmf Hone of Use Charts punkl8 wind pressures based on the mean roof height And shall not exceed 60'-0'. Design pressures ere tar an enclosed buillndhm (ehulMra or ether inact resistance protection reodred). 1 2 3 4 5 0 7 a 9 10 11 12 User shaft determIne the mean root heintd. ( Ease Ihalgld+ Root Peak)I2. End zone distance lathe tensor of 10% of le atn,10% at width, or40%ofthe mean roof height and no lass than 3'-0' 550% of a component is M e partodar zone then that component kl eonsklered to be M rare vdet the mala0y of the great If questionable Oren pace in Zone 0 Each component, window, door, muUon hem a tributary area that t area to be used. Area of componaide to rounded down dud shall not be Mae than 10 st Por NCA's that reauha a Kd -1.0 than mulgolv the values listed herein by 145. Wnd pressures are based on Allowable stress design. Design phew nee Wed herein are sad for Exaoawee B end C and ensoeure 0. (max roof height 307 Charts end value (bed herein are on* va0d when • MoDaueta. PE 1155214 or Mark LeMano. PE 655603 WInd demon pressures are catmilated M rogrdarrselFOh ABLE i -10. Method 2 No reduo8on l taken for elopes lees than 10 degrees Arm ofcamnatant Zone 4 40.1 43.4 100of Arm ofcommunal Zone 5 40.1 -33.6 Zone 4 38.8 -42.2 15.0 d Acs ofcrnponont 20.001 Ares of0a0Pm and 25.0 sf Ares ofsamamwm 30.0 at Area ofeoamonsm 35.0 sf Area ofauwpommi 40.0 of Area of oa 49.0 e4 Areaofaonmossur Arcaofsonrpammr $0.0 sP 55.0 of 60.0 0 Zone 8 38.8 -31.3 Zane 4 38.4 -41.8 Zone S 38.4 -50.6 Zone 4 37.9 -41.4 Zanea 37.9 -49.8 Leas 4 37.3 -41.0 lone a 37.5 -49.0 Zae_4 37.1 -40.6 Zone_a 37.1 -48.3 g 36.7 -40.2 Zones 36.7 47.5 Zone4 36.2 -39.8 leaw5 36.2 -46.8 Zone 4 35.8 -39.4 Zane 6_ 35.8 -46.0 Zonw4 35.4 -39.0 Zone 5 -45.2 Zone 4 35.0 Zone 5 35.0 -44.5 16 17 18 19 40.6 44.0 41.1 40.6 -54.4 39.3 -42.8 39.3 -52.0 38.9 38.9 -42.4 -51.3 38.4 -42.0 38.4 -50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 -45.8 35.4 -39.1 44.6 41.6 45.1 42.1 45.7 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 39.4 -42.9 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 +48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 41.6 -55.7 42.1 -56.4 40.3 -43.9 40.8 44.4 40.3 -53.3 40.8 -54.0 39.9 43.5 40.3 -43.9 39.9 -52.6 40.3 -53.2 39.4 -43.0 39.9 -43.5 39.4 -51.8 39.9 -52.4 39.0 -42.6 39.4 -43.1 39.0 -51.0 39.4 -51.5 38.5 -42.2 39.0 42.7 38.5 -50.2 39.0 -50.7 38.1 -41.8 38.5 -42.2 38.1 -49.4 38.5 -49.9 37.7 -41.3 38.1 -41.8 37.7 -48.6 38.1 -49.1 37.2 40,9 37.6 -41.4 372 -47.8 37.6 -48.3 36.8 -40.5 37.2 -41.0 36.8 -47.0 37.2 -47.5 -40.1 -40.5 36.3 -46.2 36.7 -46.7 42,6 20 -46.2 42.6 -57.0 41.2 44.9 41.2 -54.5 40.7 44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 43.0 41.6 45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 40.7 -44.4 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 22 23 43.4 -47.1 43.4 -58.1 .0 .8 42.0 -55.6 41.6 43.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 43.8 4 . 43.8 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.3 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.3 -42.2 38.3 24 44.2 -48.0 442 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 41.9 -45.7 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.3 40.0 43.9 40.0 -51.6 39.5 43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 44.6 25 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 -46.1 42.2 -55.5 41.8 -45.7 41.8 -54.6 141.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 -43.4 -50.4 38.9 -42.9 38.9 45.0 26 48.8 45.0 -60.2 43.3 47.4 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 -45.1 41.2 -33.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 -51.6 39.7 -43.7 -43.3 39.3 -49.9 45.3 27 -49.2 45.3 -60.7 43.9 47.8 43.9 -58.1 43.4 47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 45.9 42.0 -54.6 41.5 45.5 41.5 -53.8 41.0 -45.0 41.0 -52.9 40.3 -44.6 40.5 -52.0 40.0 40.0 -51.2 39.6 -43.6 39.6 28 45.7 -49.5 45.7 -612 44.2 -48.2 44.2 -58.3 43.7 47.7 43.7 -57.7 43.3 -47.2 43.3 -56.8 42.8 -46.8 42.8 -55.9 423 -463 42.3 -55.1 41.8 -45.8 41.8 -54.2 41.3 -45.4 41.3 -53.3 40.8 -44.9 40.8 -52.4 40.4 -44.4 40.4 -51.6 39.9 -44.0 39.9 46.0 -49.9 46.3 *),0 \fit 0 46.0 -61.6 46.3 -623 44.6 -48.5 44.9 48.9 44.6 -59.0 44.9 -59.4 44.1 -48.0 44.4 44.1 -58.1 44.4 -58 3 43.6 43.6 -47.6 -57.2 43.9 43.9 -47.9 -57.6 COPY 43.1 -47.1 43.4 47.4 43.1 42.6 -56.3 43.4 42.6 42.1 41.6 41.6 41.1 41.1 -46.6 -55.5 , Wr MkS• #f8><:••!!1•EsszFsam `•.tyi�, ia 41.4 4 -47.0 - 55.9 46.5 - 55.0 -46.0 -54. - APPROVED BY DATE ZONING DEPT V/q/f/, BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 8 .4 40.7 -44.8 -45.1 40.7 -52.0 40.9 -52.3 40.2 -44.3 40.5 -44.6 40.2 40.5 -51.4 MIAMI SHORES BUILDING DEPARTMENT , PRODUCT APPROVAL SCHEDULE / COMPARISON CHART e Address: 9941 NE 4th AVE RD MIAMI SHORES FL 33138 !Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW 11- 1013.20 +65.0 -80.0 +43.4 -47.1 23 3/4 x 371/2 NO NO YES 2 4. 4, 4. 4. 4, -58.1 45 x 661/2 4. 4. 4, 3 4, 4 y 4, y 4, 34 3/4 x 66 ,I, 1 x 2.75 x .375 4, 4 4. 4. 4, 4. 4, 4, 4. 4, 13- 0815.05 4, 5 y 4, 4. y y y 4, . 4, 1 x 2.75 x .375 4, 6 4. 4, 4. 4. 4. 4. ,I, 4. 13- 0815.05 4. 7 4. y . y y 4, 4, 34 x 661/2 1. ��_ J• 4, 8 4. 4' 4, 4. 4. J. 45 x 661/2 4. 9 4. 4, .l. 4. 4. 4. 4, 4, 4. 10 •l■ 4. 4. 4. 4, -47.1 .4. 4, 4. 11 4. 4, 4, 4. .L 4, 4, 4• 4, 4. .� � 12 4. 4. 4. 4. 4. 4, 45 3/4 x 661/2 4. ^ 1 x 2.75 x .375 13 •I■ 4. 4. 4. 4. y 4. y - 13- 0815.05 4. 14 4. 4' 4, 4. J. 4, 49 3/4 x 451/2 .), 4, 4, ■ J• 15 4. 4. 4, 4. ,l. 4. 341/4 x 541/2 4, 16 4. 11- 1114.19 4. 4. 4. 4, 34 x 17 17 4. 11- 1013.20 4, 4, 4. 4. 34 x 531/2 4. 18 4, 4, 4. 4. J. 4' 4, 4, 4. 19 4. 4. y .4. 4, -58.1 45 5/8 x 531/2 4. ^ 1 x 2.75 x .375 J. 20 4. 4. 4. 4. 4. 4. 4, 13- 0815.05 .l. 21 4. 4. 4. 4' 4, - 47.1 34 x 531/2 4. 4 4, :/ 1 x 2.75 x .375 22 4. 1. 4, 4. 4, 4, 45 5/8 x 531/2 4, 23 4. 4. .j. 4, 4. .l• 4. 4. _ 13- 0815.05 J, 24 mumenmw ‘o.'4© FHA -DIAGRAM SHEET FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT MEASURING TECH 2z i-W Float RUNNIER MEASURE OM gzzliV rTTAI. #cw 2. 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UU••U JUNM■IMMie•N UUaea•UM NUMMMIMMU •• NUMMM•UUUNUMOM ■emmm:.e mmaMmMteume__U...em ■r<! �•MlemmE■ ■q MEEmEm mEmmmU MN •UUUM•UMMoeeNUr ni• lree.e;000.U• ••UNNR ..M•NM■MMUUUUUUU mummumnrgimmumwifframmmEammummammEMEMEMEMEIMEMEMEIMIM mmmEMMENUEMIMMEMIMMIEmmEmommommmommmEIMEIMMEMEEMMMIEMEmi UNUN mmmmmmUUUmmmmmmMmmmMmmmU•UUUU UUUNUUUUUUUUU ImEmmmEmmimmmEmmommmEmmummEMEMMIIMMIMMIMEMMEMMIEMIMEMMIEME IMMIllim mosimmMlmmEKA mumum i Elsi!Mw mm EMEmM•MMMMmMMMMM■m U mENU M �U MM►•M =NUS MU Emmommom mm. mEmEmE MMMM M UUU UMM UUNa•M rMMumwsUNUleWtMa U.UUNUUNUM�■NU NUNNUNNUUU MUiUaSU UUUM raMU oumm .M.■ M•.ee...Um NUUUUUm•a • am mUUUU UimMm UUNUN UUUM•M •MI mo UUUUUU■U.UU e•■aUmMUUMummmU UUUUUMNmmom U MM t a UUUU U mmnmeaM•.M.a.U....0 __.._...Um■rn, •UUU.NUE„e UUUUUNUUNUU MmI UUUU.mmmmmm •amRU UUS.UM...t Ummmmm•U NU mMmam•me � MMMime U a eMMM■Msmilmilmmim ommo iim•MMMMmmo MtE � Emmmmoi�m�i iiiii iM oimmmm mmEmmomE Hi i °i MIAMIOAD COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW's -2720/ 2820 Vinyl" White PVC Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 08 -00885 titled "Series PW 2720 PVC Fixed Window Impact & PW 2820 PVC Fixed Window Impact ", sheets 1 through 7 of 7, prepared by manufacturer, dated 08/04/08 with the latest revision "C" dated 10/27/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami Dade County Product Control Approved" unless otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-1104.02 and consists of this page 1, evidence pages &-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www.miamidade.uov /sera/ ("Nc(5'(‘ 4a sv NOA No. 11-1114.19 Expiration Date: August 11, 2015 Approval Date: February 16,2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 09- 1104.02) 2. Drawing No. 08-00885 titled "Series PW 2720 PVC Fixed Window Impact & PW 2820 PVC Fixed Window Impact ", sheets 1 through 7 of 7, prepared by manufacturer, dated 08/04/08 with the latest revision "C" dated 10/27/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked-up drawings and installation diagram of a PVC fixed window, prepared by NCTL 210- 3642 -1, NCTL 210-3642-2, NCTL 210- 3636 -1, NCTL 210 - 3636 -2 and NCTL 210-3635-1, dated 09/17/09, all signed and sealed by Gerard J. Ferrara, P. E. (Submitted under NOA No. 09- 1104.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by PGT Industries, Inc., dated 07/15/210, signed and sealed by Luis R. Lomas, P. E. (Submitted under previous NOA No. 09-1104.02) 2. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTII4ICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitee PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. E -1 Jaime D. Gascon, ' ' . E. Product Control Section Supervisor NOA No. 11-1114.19 Expiration Date: August 11, 2015 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 11— 0830.09 issued to Mikron Industries, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 10/6/11, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, independence, conformance and compliance with the FBC -2007, dated 10/21/09, signed and sealed by Luis R. Lomas, P. E. (Submitted under previous NOA No. 09-1104.02) 5. Laboratory addendum letter for Test Reports No. NCTL 210 - 3635 -1 issued by National Certified Testing Laboratories, Inc., dated 04/06/10, signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA No. 09-1104.02) 6. Laboratory compliance letter for Test Reports , No.'s NCTL 210 -- 3642 --1, NCTL 210- 3642 -2, NCTL 210 - 3636-1, NCTL 210 - 3636 -2 and NCTL 210- 3635 -1, issued by National Certified Testing Laboratories, Inc., dated 09/17/09, signed and sealed by Gerard J. Ferrara, P. E. (Submitted under. previous NOA No. 09- 1104.02) G. OTHERS 1. Notice of Acceptance No. 09- 1104.02, issued to PGT Industries, Inc. for their Series "PW -2720/ 2820" White PVC Fixed Window — L.M.I. ", approved on 08/11/10 and expiring on 08/11/15. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.19 Expiration Date: August 11, 2015 Approval Date: February 16, 2012 E -2 r48 1/4° MAX. WIDTH -- -}I 44 5/8" MAX. D.L.O. r 98° MAX. HEIGHT PW2720 AND PW2820 PVC FIXED WINDOW 481/4 °x98° EXTERIOR VIEW 92 5/8° MAX. D.L.O. F53 1/4" MAX. WIDTH 49 5/8° MAX. D.LO. 84 /4" MAX. HEIGHT PW2720 WITH GLAZING TYPES CAND D W2720 AND PW2820 PVC FIXED WINDOW 531/4 °x 84 1/4" EXTERIOR VIEW DESIGN PRESSURE RATING + 65.0 PSF -80.0 PSF IMPACT RATING LARGEANDSMALL MISSILE IMPACT PW2820 WITH GLAZING TYPES AAND S DESIGN PRESSURE RATING IMPACT RATING + 100.0 PSF -120.0 PSF LARGE AND SMALL MISSILE IMPACT TABLE OF CONTENTS SHEET NO. DESCRIPTION ELEVATION AND NOTES 2 ELEVATION AND DESIGN PRESSURE CHART 3 ANCHORING AND NOTES 4 BILL OF MATERIALS AND CROSS SECTIONS 5 — 6 INSTALLATION DETAILS 7 GLAZING DETAILS AND COMPONENTS 80 7/8" MAX. D.L.O. PRODUCT as REVISED !:T:iWai .w Acceptance No ft fie REV APPROVED A PER DADE LETTER DATED 2 -4-10 03/28/10 R.4 B ADDED "WHITE' TO ALL PVC 07/08/10 R.4 C 2010 FBC UPDATE 10/27/11 J.J. NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 7 FOR APPROVED GLASS TYPES. 4) APPROVED IMPACT PROTECTIVE SYSTEM 1S NOT REQUIRED FOR THIS PRODUCT IN WIND —BORNE DEBRIS REGIONS. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G==0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7) FRAME MATERIAL: EXTRUDED WHITE RIGID PVC .108" THICK. 8) PW2720 UNITS ARE GLAZED WITH BUTACITE PVB INTERLAYER, GLAZING TYPES C AND D. PW2820 UNITS ARE GLAZED WITH SENTRY GLASPLUS INTERLAYER, GLAZING TYPES A AND B. ALL OTHER COMPONENTS IN PW2720 AND PW2820 ARE THE SAME. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS,FL 3275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT ELEVATION AND NOTES DRAM TJH SCALE NTS I DATA 10/21 /09 I sHsEr 1 OF 7 08 -00885 REV ‘ �1 11',,,�� Vru, ti 10, • <C ri NAENSF' •.Fp *: NO. 5E705 %* 37 TE6F fU i47/ONA1- a�.•klRUmsda PE@ 88108 78" MAX. HEIGHT 53" MAX. WIDTH 49 3/8° MAX. D.L.O. 74 5/8" MAX. D. O. PW2820 PVC FIXED WINDOW 58"x 7r EXTERIOR VIEW PW2820 WITH GLAZING TYPE B DESIGN PRESSURE RATING IMPACT RATING t12OPSF LARGE AND SMALL MISSILE IMPACT REVBIONS REV DESQaPEON DATE A PER DADE LETTER DATED 2 -4-10 03/28/10 R.L C NO CHANGE THIS SHEET 10/27/11 J.J. Maximum design pressure capacity chart es complying with Dim Florida swam Cad Amaptenno PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS,FL 3275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT ELEVATION AND DESIGN PRESSURE CHART DRAWN: I OWO NO. TJH 08 -00885 REV C Scale NTS I MALE 10/21 /09 I:Di ill OF 7 Panel width (In) Height (in) 24:4 300 ' ': ' 36.0 42.0: 48.0 " ' '530.':., Pos Neg Pos Neg Pos Nag Pos Nag Pos Nag Pos Nag 24 0; 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 " 0.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 .38A ` 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 --44,1 ' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 =:0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 145.8 145.8 141.9 141.9 150.0 150.0 150.0 150.0 150.0 150.0 146.8 148.8 137.5 137.5 132.4 132.4 72 0 µ 150.0 150.0 150.0 150.0 150.0 150.0 141.2 141.2 131.2 131.2 125.4 125.4 78.0 ' 150.0 150.0 150.0 150.0 150.0 150.0 136.8 136.8 126.4 128.4 120.0 120.0 es complying with Dim Florida swam Cad Amaptenno PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS,FL 3275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT ELEVATION AND DESIGN PRESSURE CHART DRAWN: I OWO NO. TJH 08 -00885 REV C Scale NTS I MALE 10/21 /09 I:Di ill OF 7 6" MAX. 8" MAX. 8" MAX. o.C. 8" MAX. 12° MAX. O.C. PW2720 AND PW2820 PVC FIXED WINDOW 481/4 °x88° EXTERIOR VIEW 6" MAX. 6° 6" MAX. -1 I {-- MAX. _ 1 z r. G.C. I I I I 1 r MAX. Of _ - MAX. 3° MAX. O.C. _ MAX. 720 AND PW2820 PVC FIXED WINDOW 53 114"x 84 1/4" EXTERIOR VIEW 8" MAX. 4" REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED 2 -4-10 03/28/10 R.L. C NO CHANGE THIS SHEET 10/27/11 J.J. 4." MAX. {-- MAX. -�— 8" O.C. ( 1 I I I I I 4° MAX. I 3° . Of _ - MAX. PW2820 PVC FIXED WINDOW 53°x 78" EXTERIOR VIEW 4° MAX. NOTES: 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 2) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3) FOR INSTALLATION INTO CONCRETE/MASONRY USE 3/16" ITW TAPCON WITH. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5) ALL FASTENERS TO BE CORROSION RESISTANT. es DO'R p1yi withthePic as Building Cods AmptanceNo ,,/iltk PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT ANCHORING AND NOTES DWSYNI I DREG NO. TJH 08 -00885 s0a.e NTS 1 10/21 /08 IT 3 OF 7 N.0 YNN A 1ti<'' * No.58705 • iO��•.'. FLORtOp' •' c.;∎,, �'',,'?IONA.. ,o A.Ly 10.61 I'!E' P.5.8 88705 PARTS UST NO. 1 2 3 PART NUMBER DESCRIPTION 8304 8345 8328 FRAME HEAD, JAMB AND SILL PICTURE WINDOW COVER 7/8° PLAIN BEAD MANUFACTURER LB PLASTICS INC. LB PLASTICS WC. LB PLASTICS INC. MATERIAL WHITE RIGID PVC WHITE RIGiD PVC WHITE RIGID PVC 4 2NB- 8K-038 RIGID FILLER 85 DUROMETER FRANK LOWE NEOPRENE 5 8343 FIN ADAPTER LB PLASTICS INC. WHITE RIGID PVC 6 SIKAFLEX 552 GLAZING COMPOUND 51KH POLYURETHANE 7 IMPACT GLAZING SEE SHEET 7 MASONRY FLANGE SEE NOTE 4 EXTERIOR INTERIOR VERTICAL CROSS SECTION W/FLANGE & FIN FRAME HEAD MOM JAMBS 8 SILL SIMILAR MITERED AND WELDED CORNER EXTERIOR INTERIOR FRAME CORNER CONSTRUCTION DETAIL REVISIONS REV A C DESCRIPTION PER DADE LETTER DATED 2 -4-10 NO CHANGE THIS SHEET DATE 03/25/10 10/27/11 APPROVED R.L J.J. VERTICAL CROSS SECTION INTERIOR EXTERIOR HORIZONTAL CROSS SECTION CONSTRUCTION NOTES: 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID WHITE PVC UNEALS. ALL CORNERS ARE MITERED AND WELDED. 2) ITEM #6, FIN ADAPTER, IS A NON — STRUCTURAL ADD —ON PART. MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE MAY BE SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 5 -8. 3) WHITE PVC EXTRUSION TO BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE AND MDCA as emptying with�Florida Building Cab A Date ^l:l/711.�.. Coauo1 PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT BILL OF MATERIALS AND CROSS SECTIONS mum TJH I DBO NO. 08 -00885 REV C SCE NTS DAM 10 21 09 sHEET4 OF 7 tit. "i `���•'vCEN4 * • No.66705 2g1II : w: ii'O� '.. FCORiOP•���%' �� S ",, IO br a`• P.EA887oa CONCRETE/ MASONRY BY OTHERS 1 MIN. EMB. 2 5/8" MIN. _ EDGE DISTANCE • .a d' 41 4 APPROVED SEALANT BY OTHERS 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1/4" MAX. j APPROVED SEALANT SHIM SPACE BY OTHERS 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED CONCRETE/ MASONRY BY OTHERS EXTERIOR RIGID FILLER INTERIOR 3/18° ITW TAPCON 2 5/8° MIN. EDGE DISTANCE .4 a • 46 I 4• , 1 1/4° MIN.p113.— APPROVED SEALANT BY OTHERS 1X BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED EXTERIOR 1 3/8° MIN. EMS. 1/4° MAX. J SHIM SPACE APPROVED SEALANT BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED PER DADE.LJItH DATED 2 -4-10 03/25/10 R.4 C NO CHANGE THIS SHEET 10/27/11 J.J. METAL STUD 18GA (.080°) MIN. BY OTHERS RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION HEAD SHOWNI. JAMBS AND SILL SMEAR 2X BUCK OD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED MAX. C APPROVED SEALANT SHIM HIM SPACE BY OTHERS RIGID FILLER 3/18" ITW TAPCON INTERIOR HEAD CONORETE/MASONRYBOX FRAME INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR EXTERIOR 1 3/8° MIN. EMB. 1/4° MAX. SHIM SPACE RIGID FILLER #10 WOOD INTERIOR SCREW HEAD WOOD FRAMING on 2X BUCK BOX FRAME INSTALLATION HEAD SHOWNN, JAMBS AND SILL. SIMILAR 3- THREAD MIN. BEYOND SUBSTRATE 1/4° MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW EXTERIOR INTERIOR HEAD METAL FRAMING FLANGE INSTALLATION HEAD SHOWN JAMBS AND SILL SIMILAR METAL STUD 16GA (.0601 MIN. BY OTHERS APPROVED SEALANT BY OTHERS EXTERIOR 3- THREAD MIN. BEYOND SUBSTRATE 1/4° MAX. SHIM SPACE RIGID FILLER #10 TEK INTERIOR SCREW HEAD METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWM, JAMBS AND SILL SIMIAR PRODUCT REVISED m c sodyiug with Montle& PmilnNCouuol By PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT INSTALLATION DETAILS DRAM TJH I DEE NO. 08 -00885 REV C Sr*" NTS I DAIE 10/21/09 I mu5 OF 7 O‘‘`Utsk LYNN I41'�i�S * No. 58705 :* q//��2 a • STA EO 1� P.E.RRSYGS CONCRETE/ MASONRY BY OTHERS r___ 2 5/8" MIN. EDGE DISTANCE 4 •a FIN TO BE SET IN BED OF APPROVED SEALANT 1X BUCK BY OTHERS, 1X BUCK TO BE • PROPERLY SECURED EXTERIOR 1/4" MAX. SHIM SPACE RIGID FILLER 3/18" ITW TAPCON INTERIOR HEAD CONCRETE/MASONRY FIN INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR METAL STUD 18GA (.080") MIN. BY OTHERS FIN TO BE SET IN BED OF APPROVED SEALANT 1 1/4" MIN. EMB. 3— THREAD MIN. BEYOND SUBSTRATE EXTERIOR - . � IllW- 1/4" MAX. SHIM SPACE RIGID FILLER #10 TEK INTERIOR SCREW HEAD METAL FRAMING RV INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR 2X SUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED FIN TO BE SET IN BED OF APPROVED SEALANT EXTERIOR RSONS REV DESCRIPTION DATE A PER DADE LtiItu DATED 2 -4-10 03/25/10 R.L. C NO CHANGE THIS SHEET 10/27/11. J.J. 1 3/8° MIN. EMB. 1/4" MAX.J SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR HEAD WOOD FRAMINDOREX BUCK FIN INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR wplotid8 auiidifla I 1 • % %4 PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TRH PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT INSTALLATION DETAILS INO. 08 -00885 FR ri NTS I°AE 10/21 /09 I 9141m 6 OF 7 3/16" HS .09° SENTRY GLASPLUS BY DUPONT f.. 7/16" 3/16° HS- . EXTERIOR 7/8° GLASS BITE SIKAFLEX 552 INTERIOR GLASS TYPEA 3/16" HS G9° BUTACITE PVB BY DUPONT 3/16" HS.- EXTERIOR 7/8° GLASS BITE SIKAFLEX 552 7/16" INTERIOR JII r 7 3I•C NE 3/16° HS .09° SENTRY GLASPLUS BY DUPONT 3/16" HS EXTERIOR 7/8" GLASS BITE SIKAFLEX 552 1 1/16" + 3/16° TEMP INTERIOR GLASS TYPE B 3/16° HS .09" BUTACITE PVB BY DUPONT 3/16" HS -- EXTERIOR 7/8° GLASS BITE SIKAFLEX 552 1 1/16" + 3/16" TEMP INTERIOR GLASS TYPE D } 0 FRAME HEAD, JAMB AND SILL WHITE RIGID PVC.10"7HICK .265" REVISIONS REV DESCRIPnON A PER DADE LETTER DATED 2 -4-10 C NO CHANGE THIS SHEET ONE 03/25/10 10/27/11 APPROVED R.4 J.J. 3 7,V PLAIN BEAD RIGID PVC .08'THICK L»UW58D 1 c° 1 -1 • • • dir L 1.772° -1 —1_ .25 "3— Utfrj .515° _f 2 PICTURE WINDOW COVER WHITE RIGID PVC .05" THICK -1 1.279° r (i)RIGID FILLER 85 DUROMETER NEOPRENE .15° THICK 1.37' .378° •1987:3- 198° -I 1TERIGID PVC .082'THICK FIN ADAPTER PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PV/2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT GLAZING DETAILS AND COMPONENTS Dom+: TJH SELE NTS I DWG NO. 08 -00885 I"Ev C PD's 10/21 /09 PT7 OF 7 M1AM1•DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "DH -2760 and DH 2860,Vinyl" White PVC Double Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 08- 00884, titled "Series DH 2760 PVC Double Hung Window Impact and DH 2860 PVC Double Hung Window Impact", sheets 1 through 7 of 7, dated 10/27/09 with revision "D" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 1103.07 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 Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera/ APPROVED NOA No. 11-1013.20 Expiration Date: September 22, 2015 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10- 0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/12. 2. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 10-1208.02 issued to L.B. Plastics, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/30/10, expiring on 12130/15. F. STATEMENTS 1. Statement letter of conformance to the FBC -2007 and FBC -2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. NCTL 210-3637-1 issued by National Certified Testing Laboratories, Inc., dated 12/04/07, signed and sealed by Gerard J. Ferrara, P. E. 4. Laboratory compliance letter for Test Reports No. NCTL 210 - 3641 --1, issued by National Certified Testing Laboratories, Inc., dated 05/28/08, signed and sealed by Gerard J. Ferrara, P. E. G. OTHER 1. Notice of Acceptance No. 09- 1103.07, issued to PGT Industries for their Series "DH- 2760/2860" White PVC Double Hung Windows - L.M.I., approved on 09/22/10 and expiring on 09/22/15. E -2 Manuel ' rez, Product Control E NOA No. 11-1013.20 Expiration Date: September 22, 2015 Approval Date: December 08, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 08- 00884, titled "Series DH 2760 PVC Double Hung Window Impact and DH 2860 PVC Double Hung Window Impact ", sheets I through 7 of 7, dated 10/27/09 with revision "D ",_ dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of series DH -2760 and series DH -2860 white PVC double hung windows, prepared by National Certified Testing Laboratories, Inc., Test Reports No. NCTL 210 - 3637 -1, dated 01/31/08, and addendum letter dated 04/06/10, all signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA #09- 1103.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24.11 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of series DH -2760 and series DH -2860 white PVC double hung windows, prepared by National Certified Testing Laboratories, Inc., Test Reports No. NCTL 210- 3641 -1, dated 02/13/09, and addendum letter dated 04/06/10, all signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA #09-1103.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, dated 10/28/09 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300 -04 E -1 Manue ' are Product Control Ex : in r NOA No. 11-1013.20 Expiration Date: September 22, 2015 Approval Date: December 08, 2011 x-53 1/4" MAX. FRAME WIDTH --.- -- 44 1/2° MAX. D.LO. -- 6° MAX. 6" MN(. II I- 1 r .7_ I 11° MAX. O.C. } MAX. I 3' J _ MAX. 11° MAX.; O.C. 13 5/8° MAX. O.C. I. I 8° MAX. TYP. BALANCE POCKET STIFFENER / r (2) TYPICAL EACH JAMB X 8 SPRING LOADED LOCK (INSIDE) 6" 45 3/4 MAX. — D.LO. 6° MAX. WEEP SLOT .14° x 1.5" TYPICAL X 78" MAX. FRAME HEIGHT I I I I -- 2 7/8" 2 7/8" -- 45 1/2° MAX. D.LO. -- DH2860 PVC ORIEL DOUBLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t 65.0 PSF - 80.0 PSF LARGE AND SMALL MISSILE IMPACT DH2850 WITH GLAZING TYPE B AND E SASH REINFORCEMENT TABLE OF CONTENTS SHEET NO. DESCRIPTION ELEVATION. ANCHORING AND NOTES 2 ELEVATION AND ANCHORING 3 BILL OF MATERIALS AND CROSS SECTIONS 4 — 6 INSTALLATION DETAILS 7 COMPONENTS AND GLAZING DETAILS NOTES: REVISIONS POI DESCRIPTION APPROVED C ADDED HARDWARE TO SHEET 3 8/17/10 R.L FED 2010 CODE CHANGE 10/12/11 J.J. 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS UUSTT SBE GLAZED PER ASTM E1300 SEE SHEET 7 FOR APPROVED ES. 4) APPROVED IMPACT PROTECTIVE SYSTEM JS NOT REQUIRED FOR THIS PRODUCT IN WIND —BORNE DEBRIS REGIONS. 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7) FOR INSTALLATION INTO CONCRETE/MASON SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MI SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO METAL FRAMING USE #10 TEN SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. 10) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G =0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 12) FRAME MATERIAL: EXTRUDED RIGID WHITE PVC .075° THICK. VERTICAL JAMBS UTILIZE ALUMINUM 6063—T5 REINFORCEMENT BARS /POCKET STIFFENERS. SASH MATERIAL: EXTRUDED RIGID WHITE PVC .10" THICK WITH REINFORCEMENT BARS. 13) DH2760 UNITS ARE GLAZED WITH BUTACITE PVB INTERLAYER, GLAZING TYPES A, C AND D. DH2860 UNITS ARE GLAZED WITH SENTRY GLASPLUS INTERLAYER, GLAZING TYPES B AND E. ALL OTHER COMPONENTS IN DH2780 AND DH2860 ARE SAME. 001ITI,v.Ii vt. • ‘AGEN86 ' �FP * No. 58705 i * PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT ELEVATION, ANCHORING AND NOTES DRAWN: TJH I DWD ND. 08 -00884 REV 0 SDU.E NTS I DATE 10/27/09 `EDIT 1 OF 7 rO B Ao OF • 'ONAL. EN,. A. It�1I%IH'Mtl1h. P.E. FL P.E. #58705 78" MAX. FRAME HEIGHT 8" MAX. -- 6" MAX. 11° MAX. O.C. L 11" MAX. O.C. 6" MAX. WEEP SLOT .14" x 1.5" TYPICAL --- 53 1/4° MAX. FRAME WIDTH 10" MAX. O.C. 8° MAX. ( I I I I I BALANCE POCKET STIFFENER (2) TYPICAL EACH JAMB X • 8° 6° SPRING LOADED LOCK (INSIDE) X f 3" MAX. 3I 34" MAX. D.L.O. 2 7/8" 2 7/8" -. --- 45 1/2" MAX. D.L.O. — DH2760 AND DH2860 PVC EC? DOUBLE HUNG WINDOW EXTERIOR VIEW SASH REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING + 65.0 PSF - 80.0 PSF LAM S E AND SMALL MISSILE IMPACT DH2760 WITH GLAZING TYPE A D DH2880 WITH GLAZING TYPE B REVISIONS REV DESCRIPTION DATE APPROVED ADDED HARDWARE TO SHEET 3 8/17/10 R.L D FBC 2010 CODE CHANGE 10/12/11 JJ. PRODUCT REVISED as ow/AO a with** Plodde Building Code Expitaibm Data PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT ELEVATION AND ANCHORING DRAWN: I DNB NO. TJH 08 -00884 SCALE NTS PATE 10/27/09 I sHEET 2 OF 7 REV D ‘NN�`NY �LYYNN �U''i /i ■< t1'�? 1 �GEN��c •• �CP Ti *' No. 58705 ' *' N � '` air► fr : STATE O �/ A. Lynn Miller. P.E. FL P.E. #58705 �i► PARTS UST NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 8301 FRAME HEAD & JAMB LB PLASTICS INC. RIGID WFOTE PVC 2 8302 FRAME 501. L8 PLASTICS INC. RIGID WHITE PVC 3 8305 SASH HORIZONTAL LB PLASTICS INC. RIGID WHITE PVC 4 8307 OUTER SASH INTERLOCK LB PLASTICS INC. RIGID WHITE PVC 5 8308 SASH VERTICAL LB PLASTICS INC. RIGID WHITE PVC 6 8320 SASH 5/16" LIFT BEAD LB PRAMS INC. RIGID WHITE PVC 7 8321 SASH 5/16" PLAIN BEAD LB PLASTICS INC. RIGID WHITE PVC 8 718610W BULB SEAL FRAME SILL ULTRA FAB 65A TPE 9 8308 INNER SASH INTERLOCK LB PLASTICS INC. RIGID WHITE PVC 10 8323 SASH 7/8" PLAIN BEAD LB PLASTICS INC. RIGID WHITE PVC 11 8324 SASH 7/8" LIFT BEAD LB PLASTICS INC. RIGID WHITE PVC 12 2NB-8K -038 RIGID FIVER 1.279" 85 DUROMETER FRANK LOWE NEOPRENE 13 8341 HEAD ADAPTER LB PLASTICS WC. RIGID WHITE PVC 14 8342 SILL ADAPTER LB PLASTICS INC. RIGID WHITE PVC 15 8340 OUTER BAIANCE COVER LB PLASTICS INC. 16 INNER BALANCE COVER LB PLASTICS INC. 17 ST1007B SASH REINFORCEMENT HYGRADE A653 GALY. STEEL 18 2N0 -8K -018 RqD FILLER .797" 85 DUROMETER FRANK LOWE NEOPRENE 19 G23251NW WEATHERSTRIPPING FIN SEAL ULTRA FAB POLYPROPYLENE 20 023321NW WEATHERSRTIPPING FIN SEAL ULTRA FAB POLYPROPYLENE 21 V851F34F -3 SCREEN FRAME EASTERN METALS ALUMINUM 6083 46 22 V8591FB5 -3 SCREEN CROSS BAR EASTERN METALS ALUMINUM 6063 -T6 23 18 /18FGCCL SCREEN FIBERGLASS CLOTH PHIFER WIRE FIBERGLASS 24 FP-50.1608 SCREEN SPLINE PROTOTYPE PLASTICS 65A TPE 25 SNCAFLEX 552 GLAZING COMPOUND SOFA POLYURETHANE 26 IMPACT GLAZING SEE SHEET 7 27 SKO1- 3014 -02 SASH KEEPER INTERLOCK USA ZINC 28 5500- 000 -G2 SASH LOCK INTERLOCK USA ZINC 29 30 ULTRA LIFT NtRWDH -042 BALANCER TILT LATCH CALDWELL IPS STEEL ZINC 31 WA2L WEEP COVER PREFERRED ENG. NYLON 32 33 FPSSO3F 8343 PIVOT BAR FN ADAPTER CALDWELL LB PLASTICS INC. STAINLESS STEEL RIGID WHITE PVC 34 MB IN INTERLOCK CHIP WW 0 STAINLESS STEEL 35 SNB OUT INTERLOCK CUP WLRC 0 STAINLESS STEEL 36 618508M BALANCE POCKET STIFFENER PGT ALUMINUM 6083 -T5 ITEMS 34 AND 35 ARE USED ONLY IN ORIEL UNITS. WHITE PVC EXTRUSIONS TO BE LABELED WITH MAMA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE AND MDCA. REVISIONS REV DESCRIPTION C ADDED HARDWARE TO SHEET 3 D FBC 2010 CODE CHANGE DATE 8/17/10 10/12/11 MASONRY FLANGE VERTICAL CROSS SECTION HORIZONTAL CROSS SECTION CONSTRUCTION NOTES: 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID WHITE PVC UNEALS. EACH VERTICAL UTILIZES (2) 6" LONG BALANCE POCKET STIFFENER, (4) PER WINDOW. ALL CORNERS ARE MITERED AND WELDE BOTH ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE 2) EXTRUDED RIGID WHITE PVC UNEALS AND UTILIZE A 1 6GA. HOT DIPPE GALVANIZED STEEL REINFORCING BAR MEASURING 1.04" x .80" x .084/ THICK. ALL PVC CORNERS ARE MITERED AND WELDED. ITEM #34, FIN ADAPTER, IS A NON- STRUCTURAL ADD -ON PART. WHER IT IS NOT USED ITEM #18, RIGID FILLER .797 ", MUST BE INSTALLED I 3) FRAME POCKET. MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE MAY BI SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 3 -4. \NN �ty14 IMIL 'it, PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT BILL OF MATERIALS AND CROSS SECTIONS DRAMA TJH SCALE NTS I DWO NO. 08 -00884 DAB 10/27/09 IT3 OF 7 REV D • 1 1 1/4" MIN. EMB. CONCRETE/ MASONRY BY OTHERS APPROVED SEALANT BY OTHERS 2 5/8" MIN. EDGE DISTANCE 4 4 .Q 4 1X BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED EXTERIOR IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED INTERIOR 1/4" MAX. , SHIM SPACE RIGID FILLER 3/16° ITW TAPCON HEAD & JAMB CONCRETE/MASONRYFLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR APPROVED SEALANT BY OTHERS 1 1/4" MIN. EMS. 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 3/16" I1W TAPCON RIGID FILLER 1/4" MAX. `SHIM SPACE I2 5/8" MIN. EDGE DISTANCE SILL CONCFIETE/MASON RYFIFIANCEINSTALLATION APPROVED SEALANT BY OTHERS 1 3/8" MIN. IEMB. 1/4" MAX. , t SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED ADDED HARDWARE TO MEET 3 8/17/10 R.L. D FBC 2010 CODE CHANGE 10/12/11 J.J. METAL STUD 16GA MIN BY OTHERS APPROVED SEALANT RIGID FILLER BY OTHERS #10 WOOD SCREW EXTERIOR INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK FLANGE WSTALLA770N HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR nom I 'II 21Er, Wit! Ww- APPROVED SEALANT BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED SILL WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION #10 WOOD SCREW RIGID FILLER . 1/4" MAX. SHIM SPACE 1 3/8" MIN. EMB. CONCRETE/ MASONRY BY OTHERS EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR 3- THREAD BEYOND MIN. _ SUBSTRATE 1/4" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW EXTERIOR INTERIOR #10 TEK SCREW RIGID FILLER 1/4" MAX. SHIM SPACE APPROVED SEALANT BY OTHERS 5 PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT FLANGE INSTALLATION DETAILS DRAWN; TJH I OWO NO. 08 -00884 SCALE NTS DAM 10/27/09 I SHEET 4 OF 7 T .I. 2 5/8 MIN. EDGE DISTANCE 1 1/4° MIN. EMB. CONCRETE/ MASONRY BY OTHERS APPROVED SEALANT BY OTHERS • .•.d 4 , 1/4° MAX. J SHIM SPACE RIGID FILLER 3/16° RW TAPCON 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED EXTERIOR IX BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED INTERIOR HEAD & JAMB CONCRETE/MASONRYBOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS EXTERIOR INTERIOR WWI 1 3/8" MIN. EMB. 1/4" MAX. -} SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR • EXTERIOR APPROVED SEALANT 3/18° ITW TAPCON BY OTHERS RIGID FILLER 1/4° MAX. SHIM SPACE APPROVED SEALANT BY OTHERS 1 1/4" MIN. EMB. • ' 4 I2 5/8° MIN. EDGE DISTANCE SILL CONCRETE/ MASONRY BOX FRAME INSTALLATION 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION INTERIOR III, J i4= 71R r -fir #10 WOOD SCREW RIGID FILLER 1/4" MAX. r SHIM SPACE REV DESCRIPTION DATE APPROVED C ADDED HARDWARE TO SHEET 3 8/17/10 R.L D FBC 2010 CODE CHANGE 10/12/11 J.J. METAL STUD 16GA MIN BY OTHERS APPROVED SEALANT BY OTHERS 3-THREAD MIN. BEYOND SUBSTRATE 1/4" MAX. SHIM SPACE RIGID FILLER #10 TEK CREW EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR • EXTERIOR INTERIOR #10 TEK SCREW RIGID FILLER 1/4" MAX. SHIM SPACE } APPROVED SEALANT 1 3/8" BY OTHERS MIN. EMB. SILL CONCRETE/ MASONRY BY OTHERS METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING BOX FRAME INSTALLA PRODUCT REVISED comply-Lag -L vAdt the Florida Accept>meallo Expiration Date PGT INDUSTRIES 1070 TECHNOLGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT BOX FRAME INSTALLATION DETAILS DROPS TJH I DWG NO. 08 -00884 SCALE NTS !DATE 10/27/09 I94a75 OF 7 REV D 3- THREAD MIN. BEYOND SUBSTRATE tt111111144 y *1N Mi , I/i `� O E1NSE X % �; coos Fs Fk 'A.141113' S t . P.E. FL P.E. #58705 • 2 5/8" MIN. EDGE DISTANACE 4 .d • 4 • 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED SHEATING BY OTHERS FIN TO BE SET IN BED OF APPROVED SEALANT 1 1/4°° MIN. EMB. CONCRETE/ MASONRY BY OTHERS FIN TO BE SET IN BED OF APPROVED SEALANT EXTERIOR FIN TO BE SET IN BED OF APPROVED SEALANT 1 1/4" MIN. EMB. INTERIOR HEAD & JAMB CONCRETE/MASONRY FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR 1/4" MAX. SHIM SPACE 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 110 — �a>t171t \� SHIM ° SPACE -�,RIGID R GIO FI LLER 1 3/8° MW. EMB. RIGID FILLER 3/16° ITW TAPCON EXTERIOR EXTERIOR INTERIOR 3/16" ITW TAPCON RIGID FILLER 1X BUCK BY OTHERS, 1X FIN TO BE BUCK TO BE SET IN BED PROPERLY OF APPROVED SECURED SEALANT 2X BUCK/WOOD FRAM NG BY OTHERS, 2X BUCK TO BE PROPERLY SECURED INTERIOR #10 WOOD SCREW HEAD & JAMB WOOD FRAMING OR 2X BUCK FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 WOOD SCREW RIGID FILLER 1/4° •..a a I• 2 5/8" MIN. EDGE DISTANCE SILL CONCRETE/MASONRY FIN INSTALLATION CONCRETE/ MASONRY BY OTHERS SHEATING BY OTHERS SILL WOOD FRAMING OR2X BUCK FIN AVSTALLATION PRODUCT REVISED emptying as with the MIDIS Aeeep1AneuND •,.10 _ Date r�aiP4V e. +I5 f• REVISIONS DESCRIPTION DATE APPROVED C ADDED HARDWARE TO SHEET 3 6/17/10 R.L D FBC 2010 CODE CHANGE 10/12/11 J.J. METAL STUD 18GA MIN BY OTHERS FIN TO BE SET IN BED OF APPROVED SEALANT 3— THREAD MIN. BEYOND SUBSTRATE EXTERIOR 1 /4° MAX. {— SHIM SPACE 1 3/8° MIN. EMB. DH2760 DH2860 TJH "LE NTS INTERIOR 1/4° MAX. _ SHIM SPACE RIGID FILLER #10 TEK SCREW HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR RIGID FILLER. 1/4° MAX. SHIM SPACE FIN. TO BE SET IN BED OF APPROVED SEALANT METAL FRAMING -- ---. ti J 3 MIN. 16GA MIN BEYOND BY OTHERS METAL FRAMING FIN INSTALLATION ),% ,011,1 �i�,S sit/. ' .. is PVC DOUBLE HUNG WINDOW IMPACT -• PVC DOUBLE HUNG WINDOW IMPACT '• of t" 11 II FIN INSTALLATION DETAILS pLO ���� '''SSIONA� ```�. A. 04141 MALI, P.E. D 10/27/09 T6 OF 7 FL P.E. 08705 SILL PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 I DAV No. 08 -00884 REV D 7/18" 3/18" HS .090" BUTACITE PVB BY DUPONT 3/18" HS 1/8" HS 1/8" HS EXTERIOR INTERIOR EXTERIOR 5/8 GLASS SIKAFLEX 552 GLASS TYPE A 1/8" HS 5/8 7/8" .090" SENTRY GLASPLUS BY DUPONT 1/8" TEMP INTERIOR SIKAFLEX 552 GLASS TYPE B 5/16" 1/8" HS .090" .090" BUTACITE PVB BUTACITE PVB BY DUPONT BY DUPONT 1/8" HS I �{ ►I h 1/8" TEMP 1/8" HS EXTERIOR I INTERIOR EXTERIOR INTERIOR 5/18" 1/8" HS 090" SENTRY GLASPLUS BY DUPONT EXTERIOR 1/8° Hs INTERIOR 5/8 GLASS SIKAFLEX 552 'MEI I GLASS .TYPE E SIKAFLEX 552 GLASS TYPE D 4.455" FhjiTa L°iI 3.06" \ / 1.5I 6 " ' �m> 91 56 " - �� .5. T 0 FRAME HEAD & JAMB i 14 SILL ADAPTER RIGID WHITE PVC .075° THICK 1.476" 0 INNER SASH INTERLOCK RIGID WHITE PVC .075° THICK 1.476" .224" 1.83° 1.276" REVISIONS REV DESCRIPTION DATE APPROVED C ADDED HARDWARE TO SHEET 3 8/17/10 R.L. D FBC 2010 CODE CHANGE 10/12/11 J.J. 1.04" I I -IL4 I 2.2° 1.478" .8" O4 OUTER SASH INTERLOCK RIGID WHITE PVC .075° THICK 0 SASH HORIZONTAL 0 SASH VERTICAL RIGID WHITE PVC .10" THICK 285' RIGID WHITE PVC .10"THICK U .985" 7/8" PLAIN BEAD NZIGID WHITE PVC .08° THICK 1.052° .285° F1.921" 5" s° 5" 13 HEAD ADAPTER RIGID WHITE PVC .08° THICK .985" --1.921--k 17/8" LIFT BEAD (8324) I --.285" 1 RIGID WHITE PVC. .08° THICK 1.51" 1 RIGID WHITE PVC .08" THICK PRODUCT REVISED as campIATO3 with Os: FWdda Runde% Code r Acceptance �_7 .Z.Z 5 17 SASH REINFORCEMENT TOGA (.084) GALVANIZED STEEL A853 .828" _ . 985° I� .563° I-- L 5/16" PLAIN BEAD ."-RIGID WHITE PVC .08° THICK .528" -" I I- V •225" 0 BALANCE POCKET STIFFENER ALUMINUM 8083- T5.075° THICK 1.378" O FIN ADAPTER RIGID WHITE PVC .082° THICK 05/16" UFT BEAD RIGID WHITE PVC .08" THICK I� ---►� 2.56° - • ° t L .5" } 0 FRAME SILL RIGID WHITE PVC .075" THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2880 PVC DOUBLE HUNG WINDOW IMPACT COMPONENTS AND GLAZING DETAILS DRAWN: TJH I DWG NO. 08-00884 Scale NTS I DATE 10/27/09 I sHEET 7 OF 7 REV D .797" 16 RIGID FILLER 85 DUROMETER NEOPRENE .15° THICK -1 1.279° I-- 12 RIGID FILLER 85 DUROMETER NE `OPRIr..1416ITHICK * . No. 58705 L1 ":,11 •a STI eoFII •.te: .t�, .. xLORtQP...... ,,,SS /ONAL �V�∎` A. Lytfn M?H ' P.E. FL P.E. #58705 4- MIAMI•DADE COlgi Y DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series `POT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A ", signed, sealed and dated 10 /15/13 by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence pages E-1 and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315 -2599 www.miamidade.aov /economv NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10— 0819.05) 2. Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions ", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A ", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked —up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-0922.01) D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05 /05 /11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) E--1 Jaime D. Gasc ih, P. E. Product Control Section Supervisor NOA No. 13- 0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 4. Proposal No. 10- 1070 —R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.L ", approved on 12/08/11 and expiring on 05/26/16. E 2 Jaime D. Gascan, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 SUITABLE FOR ALL LOCATIONS REQUIRINGte NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT RESISTANT PRODUCTS GENERAL NOTES:, 1 PI d �� 4' rte 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE GENERAL NOTES...._"»""» " ""'•' 1 FENESTRATION PRODUCT INSTAL ATION. TYPICAL, APPLICATIONS ME SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED. FIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. eS Q LLOVAT NS , _ --_ _ _,1 MULL TO 2X WOOD— _._._».».». 2 MILL TO IX 8 MASONRY.... - . 2 INSTALLATION NOTES..._._.__. 2 MULL TO •-•_._ 3 MULL TO STEEL STUD . 3 MULL TO MULL »......».......- ........_..3 ANCHOR SPECS ..» 3 ALTERNATATE CLIPS............_4 BAY MULL INSTA A11O)L_......4 1, 2 X .125 MULL SPECS.-- 1 X 3.128X .800 MULL SPECS. —.9 IX4X.128 MULL SPEC9............10 1 X 4 X.378 TUBE MUM SPECS.- 11 1 X 4X.376 T MULL SPECS.--- 11 1.28 X 3.188 X.286 MULL SPECS...12 2 X 4 X.25 MULL SPECS....._......» 13 2X8X.28 MULLSPEC3. »........... 14 128 X 2.11 X.126 MULL SPECS-. 18 30° X 3.28 BAY MULL SPECS........ 18 46°X ON 3.26 & BAY UP MULL SPECS-- 17 MULLION 8 CLIP DIMENSIONS— EXAMPLES I &2..._._.»...._....21 LOADING EXAMPLES 22 MULTIPLE MULUONS I I� OPENING WIDTH FOR VERTIOAI. MULL / s� DETAILS AD,O,H; SHEETS 3.3 ARCHES TO BE INSCMIBED INSIDE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO TIC STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS E HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MUU.ION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CUP. Tt IMPACT-RESISTANT ALUMINUM TUBE MULLIONS I Ciesalptlem GENERAL NOTES AND ELEVATION gl '6 P < ADDED T-MULL TO INDEX I F SEE DETAILS ATHRO O; SHEETS i ✓ - -....:s, \\ \; /\ ' SEE DETAILS `A 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS, INCREASE WAS NOT USED 4) PROPER SEALING OF ENTIRE ASSEMBLY S THE RESPONSIBILITY RESPON31BIRITY OF OTHERS AND IS BEYOND THE SCOPEDOF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN G H T PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION P R O D U C T S SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). ,D7' a CC. M� CO 1 Li 23 MULL LENGTH SHEETS 23 . OPE H E I I F HORIZONTAL KILL SHE DETAIL E. d i 4- P A° SHEET 3 FENESTRATION IPRODUCTS E T�L. MUST BE MANUFACTURED BY TOT. 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL -6443; ELCO ULTRACON/AGGRE -GATOR NOA'S; ANSVAF &PA 1405 FOR WOOD CONSTRUCTION; ADM ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH d 2 2 • O AS 2 O HORIZONTAL I MULL LENGTH /aEE DETAILS A D.O H PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. IN HVHZ. SHEETS 23 HORIZONTAL MULL 10) MULLIONS ARE IN COMPLIANCE FOR USE THE INSTRUCTIONS: LENGTH 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT°) FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR 'TRIANGULAR/TRAPEZOIDAL'. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 13A, ON SHEETS 6 THROUGH 17 PRODUCT REVISED ea complying with the Halide 80041nS Cndo Acceptance No �r y r al, 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 18 SPANNING �"— OPENIVOWIDTH —I I�HOR Z MuuL1EaOTH— I VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/PT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE i LMtINT�NTH I' . REQUIREMENT (LBSIFT'1 FOR THE OPENING OBTAINED IN STEP 1). Oi XI` III i HEIGHr I, N NOM �I i► I iI I►_ '' 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED 0.83). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL . MULLION CAPACITY. I, • im 01 I I I 1 / 1// I, `I SAME ���, ��`- No40EN8F • :wr � ,.. �' k _� * NO.55105 _ _ 1 13 • )., .;;.-110 '• 3 . �i�'��S' .��OR10P• �(g ,�i� S /ONA1- \\1` A 1.14111 CJIAI ER P.E. FL P.E.# 68705 ANCHOR/BUBSTRAHTE /ANCHOR- CUP MAY APPLY) AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ,y,1 OPENING =TN SINGLE MULLION SINGLE MULLION FOR VERTICAL East ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (L88/FT') OBTAINED IN THE TABLE 18 HIGHER THAN THE DESIGN PRESSURE REQUIREMENT 0.83/F T') OPENING WIDTH FOR VI 1108!. MULl. Th SEE CORRESPONDING DETAOS MULTIPLE MULUONS " FROM FIGURE 1 ABOVE FOR THE OPENING. YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPUCATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. MLEUON MU ZION SEE SHEETS 1840 FOR HOLE LOCATIONS eme DISTANCE FOR WOOD SCREWS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1Bd08 "Er MAX FOR ALL MULLIONS TYP. ANCHOR /—PERPER SUBSTRATE, 18.108 EDGErEND l�f DISTANCE SEE TABLES 18.168 FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL. REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A D, EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXFEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B, MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLroN TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 113-109 EDGE DISTANCE, SEE SEE TABLES 16.108 EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR ER SUBSTRATE, SEE TABLES 18.108 MM 27 KSI CONCRETE ORCEW FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1. SHEET 1. SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. U, PRODUCT REVISED us complying Oh thoPIotldf HuidingCodo A Acceptance NO' Es. .. ,DS Viand ` 0' UCOMO DETAIL E: .� d DETAIL C: eze M6L MULLION TO MULLION INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) � _ 1 t IJ MWJON VARIES ANCHOR PERBUSS(RATE, SEE TABLES 98•f08 r"-9 ii -�I ,,,,% TOP I VIEW (U CUP) %^ 4 ' 1) MAY INSTALLED IN 'TEE' OR'CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U CLIP DRAWINGS, SHEETS 16020 FOR CORRESPONDING MULLION. MULLION 012 STEEL SCREWS, .`HOSE PRE- DELL ` MULLIl(VAlID US �� 4 11 c Y -� -, d \`'�J IMPACT- RESISTANT ALUMINUM TUBE MULLIONS ITRUCTIONS B G� M Q NO CHANGES THIS SHEET k EITHER THE STANDARD OR OFFSET MULL. CLIP MAYBE INSTALLED BY THIS METHOD \ \/ - � EDGE DISTANCE -{ m - ,ygj O EXTERIOR 'r/ P a VANES e C I E#jj _ ANCHORS . U -CLIP INTERSECTION U-0UP !J� a m • P RITE, d G SEE TABLES 18.10B , EXTERIOR �^ Z /' BEE SHEETS TYP. ANCHOR LOCATIONS HOLELOCA'ROHB T .. AND P ATTACHMENT BY OTNERB, 986 HOTS 1, SHEET f. . " SUBSTRATE. FRONT VIEW EDGE C Z:= I) 2 V! O ire y (n O DISTANCE SIU:TABLE3 18.106 /` v R. .. �-�E���-1-��--• E� -.. t ` „. < . ' • i . . EDGE . .. • .. Dh4TANCa SEE MIN 2.7 REI CONCRETE OR MU MIN 2.7 HSI CONCRETE OR MU 18.1 1B1 �T�� VIEW SIDE VIEW SIDE VIEW DETAIL D: CCC INSTALLATION NOTES: ”" .,.. VIEW � F • �► - . II- MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE �SU� ROR ATE, SEE TABLES lB -108 ` SEE SHEETS 18.20 FOR .`-� HOLE \�.. LOCATIONS 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. IAL 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTTTYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -0, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCOULTRACONORELCO1/ 4 "S.S.AGGREGATORMASONRYANCHORS. FRONT :3 PRODUCT REVISED as complying wills ea Florida r r.� �� . �� - Acceptance No Ex, • • '%faro ' Tt.X_. - ' i� L - -; , , idiom WO ..,Sol ,. { t 11111!, I� MULLION FOR 8T EEL STUDSTUKMERTHMt 16 OAAND CCMPLIAN7 WITH THE FLBUaDWO rI f 1 ill SEE TABLES IBIOB \`j11 `�N� �{ LYNN al/ l'i 1�.•�CENS�' `P'i ,� ' . No. 68705 .• * �^ _ _ b : 0: _ ��0 '• ETA E F :'�tU� ■ i�'� ' •.;�CORIOP.. �\ `� • �''�!s1,S,��NAt ti;� ��� A. LY{SIIIIIMIILALER, P.E. FL P.E.# 58705 • ATTACHMENT FAO MUST USED. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: 1) FOR 2X WOOD BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6.17, FOR QUANTITY OF SCREWS. DETAIL F:. FIELD - MODIFIED MULLION CUP (F -CLIP) SEE DETAILSA•E. SHEETS SAND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. 0 0 0 DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) MILLION 0 0 SIDE VIEW SHOWN WITH rx4•X.12W MULLION STANDARD MULLION CUP MODIFIED TO FR FIELD CONDITIONS. MULLION EXTERIOR 0 EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY TYP. ANCHOR PER SUBSTRATE, SEE TAMES 1 8.108 NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11' X .125° MULLION. 2) SEE TABLES 18.108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. STANDARD CUP TO BE MODIFIED IN- FIELD. I I 0 TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.118 rX6'X.126' ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 324 OR 46• BAY MULL 0 TOP VIEW TYP. ANCHOR PER SUBSTRATE. SEE TABLES 128CR 135 EXTERIOR WXB'ANGLE CLIP. 2PERMUWON END, MUST BE INSTALLED INSIDE OF BAY MULL. EXTERIOR INTO WOOD, STEEL. ALUM, CMU OR MASONRY EDGE DISTANCE PER ANCHOR S NOTES FOR INSTALLATION OPTION 0 & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES 113-1113 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 1213 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 'RODUCf REVISED with the, Florida voroplyIng aoBdiDBCedc Acceptance No ‘‘‘‘isc ,C. I In! I ��'1( :/ // �•' VICENSF'•�Q iii * ' No. 58705 • =b �A to)s13 .w i rO •'. STATE F � ' k/.�, Aal'igtM IkEA,%P.E. FL P.E.# 58705 S TABLE 1A Mullion Capacity Table (Ibaflt °) 1 x2x .128 Alum. ul Tuba Mullion Opening Width (for vertltally-spar irg m1IDon3) or Opening He ght (tar horia8te0yaparrilg Im13ons) 501 601n 701 801. gain 1001 1201$ 1401 1801 RwWBdu lam 118arrdan0 ...�.. Rada111212 .... ,: 11ap/Meng. PWOnpdv 1.08819 11118REang. ...., : Rmiegiim Leading io40iops. � Rectangdm Tiapdidmq. loadtrq Redmiedur Loading .:. ::,,, Laugh Realn9det 13478985. Loading Rectangular Rep/Meng. LoedIng -....., de TrepRdang. Lemons O ^ 34/8' _ ' 0.48" _ 1 ^ 1414" ^ s _ fa T i^ i i^ y! }•Lmding fs i^ 1 f^ i i^ a _ yy }•Leading 6 ti^ I i^ ]pFLmdng (3 i^ 6 (7^ i _ _ i U^ I64 9 2 8845$ 1182 Re 32815$ 42016s 080/30 4 Amhara 81.10' Mot O.C. /910Mmd (63 Offset) cup(Fl5. 20 480 the 700150 WA N/A WA N/A 35013* WA N/A 1134.4 WA WA 552130 940106 112008 4 Anshan) ID 3' Mtn. O.C. /(2)2+4 Angle Clips /(FIg 33 780150 78008 650 ms 188013$ 1898 Ns 640160 319 WA 780 Me 8080)9 ®� 238418 65208 244 �� 2 Andhra ID 049' MN O.C. /11112a Into 1/8' Alum 94g 40 ®B�� WA WA WA ®® WA 262 832 3tl '* WA drab 30 83.2 248 41.61 19598 190130 ®� 44508 ®� 135110 ®� 17798 812 81.0 244 69108 ®� 21008 280 Re ' 38) 144 WA 50.8261 83.9 281 70.8 234 63.2 281 012 228 46.8 281 65.7 224 399 281 62.1 722 35.5 281 00.1 220 31.9 201 49.5 218 28.8 281 4E3 218 228 281 48.3 218 20.0 281 48.3 219 In 522 247 57.5 207 43.0 247 492 202 WA 247 442 199 32.9 247 41.5 123 292 2A7 39.4 104 0.3 247 38.4 Kra 21.9 247 38.1 193 182 247 38.1 193 18.4 247 38.1 193 80 tn 631n 38.4 2E0 412 170 322 200 344 188 22.4 200 31.3 tea 24.0 200 28.9 180 21.3 200 VA 159 192 200 25.9 157 18.0 200 25.0 163 73.1 lel 35.3 155 272 181 31L3 152 23.7 181 2E9 149 20.7 181 24.5 148 18A 181 22.8 144 18.8 181 212 143 031n 28.6 165 302 142 24.13 1135 281 139 202 155 23.1 138 18.0 185 21.0 134 ----a------------------- 721 222 150 231 120 182 136 192 118 169 139 17.6 110 7831 18.9 125 19.7 109 16.7 126 10..8 107 --------------- ------------- 781 17.6 116 18.2 104 - ----------------5-------------- Anchor Capacity Table (Ms) Anchor Clip Patterns 60301rele 2.7acmorete ask coo. Rd11eOMU Med CMU PT Wood Metal Anchor Type: 3/16°1350 Macon 1/4" Elea ogre==$ 5R8' ENO Waxen 3119'Elm tAtremn U4^FJoouibaaon 1/4" 88 Eloo AggrO0ata 0(1e' Else Meow 1/4.88 E100 Agge0aia 010 Steel &dew(GE #12 Steal Screw (G5) 012 Steel Screw (05) Edge Dietence @n3 1" 242" 1" 2-1/2' 3.48• 1' 2-1rZ 1° 2 -12" 2' 34/8' 2' 0.48" 0.54" 0324" Embedment E* 1414" 1.314" 1+94" 14/4' T 1 -44" 1 -44" 1 -44' 1 -44 1 -114' 1-1/4' 2' 1.3/0' 14(8' (see note 4) 2 Anchors d$ 476' AIM O.C./ Standard of abet Cl lit. 4 330150 380450 450 150 890109 184408 27016* 280 Ns 354150 74089 488150 8845$ 1182 Re 32815$ 42016s 080/30 4 Amhara 81.10' Mot O.C. /910Mmd (63 Offset) cup(Fl5. 20 480 the 700150 WA N/A WA N/A 35013* WA N/A WA WA WA 552130 940106 112008 4 Anshan) ID 3' Mtn. O.C. /(2)2+4 Angle Clips /(FIg 33 780150 78008 650 ms 188013$ 1898 Ns 640160 088008 WA 780 Me 8080)9 88008 238418 65208 840 Ns 112018 2 Andhra ID 049' MN O.C. /11112a Into 1/8' Alum 94g 40 WA WA WA WA WA WA WA N/A WA WA WA WA WA NIA 718 g8 1 880981 F-:9p (F 4 83 19598 190130 228 144 44508 82208 135110 140 Re 17798 370150 23408 33208 69108 183150 21008 280 Re 2Amhe *110 Mtn. O.C./ F•C0p (FIg.80 24008 38) 144 WA WA WA WA 16915* N/A N/A WA WA WA 32810* 420 Ns 060150 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • FIGURE 4: u:u FIGURE 2: • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 6: • FIGURE It • ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP.,)X ( ANCHOR CAP''''''") =ANCHOR CAP.„.., \MULLION CAP.,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A8TM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 6003 -T6 AND BE A MINIMUM OF .126° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -'1 1.000' j► .125° 1' x 2' X.126' MULLION Q PRODUCT RHYMED es complying the Florhlo lartiriblg Acceptance No Mullion Ca.:.; Table 1112 x 478 Alum. Tube Hanlon Opening Width (forvelecalIy- 9pai111g mo100ns) or Opening Height gar hxterle%spanirg (nations) 60111 W In 70 in 8010 9010 10011 1201n 14010 16010 Reotmgular Legg Traradmg. LeadbR9 - Realmgder Lasmo T!eriTdmg.. Load39 Redanguier Loads 740712983. Laed59 Re31eree13r Loemm Tm!9T88r4 weft RaOtOgWBr Loadug T414T4019. Loa00 g Re0Ongul01 Leam2g T4047910/9. 108905 14441805530 LoadOs 161711407: 188.6197 990199409 Lose Trop /rder4. Laamog Reomlgu109 10119 nap/raerg. 1.08016 i 1 1 i� l i i 1 1 i� i i i II fa jg{ II i I I r�_ jd I I i 1 1 is 1 / � 1 1 �� I I � i l _ �� I / � 1 1 _ ��' / I � 1 1 �� / J � 1 1 _ ��' fi � ll _ �� /ill � _ �� � _ �� � _ �� I � _ �� I � il _ �� J � fifillii d� la 684061 L q 421, 1740 620 170.0 436 161.3 662 1740 478 1287 662 1700 608 113.8 882 189.6 618 100.9 662 1889 617 MA 832 189.9 617 78.7 662 168.8 517 64.9 932 1889 817 647 882 1889 817 4812 121.8 607 1390 419 101.4 607 1142 410 88.9 607 108.7 403 740 607 - 1026 399 , 87.8 607 098 397 80.8 507 99.0 399 807 607 99.0 396 43.4 607 89.0 398 380 507 89.0 396 60.62512 1017 490 1140 378 834 460 80.0 371 74.1 469 906 884 04.6 450 849 360 67.0 468 81.3 357 61.8 460 800 368 43.2 468 98..0 356 37.0 460 80.0 368 324 469 IMO 268 8410 894 400 83.3 338 71.2 400 80.9 328 61.0 402 72.7 922 634 400 87.3 318 479 480 84.0 318 427 400 623 314 35.8 400 81.8 313 30.5 400 61.9 313 267 400 01.9 313 6,315 823 • 324 618 218 51.9 324 87.8 270 446 324 512 234 989 324 498 260 34.8 324 43.9 297 31.1 324 420 255 28.0 324 40.6 253 222 324 40.5 263 10.5 374 40.6 253 63 in 616 294 60.4 292 44.6 284 482 248 38.4 284 43.8 241 33.8 294 328 237 29.8 294 37.1 234 219 204 392 232 22.4 294 326 230 102 284 33.4 230 198 294 324 230 68 la 458 268 496 230 390 266 42.4 225 334 293 7/.6 221 292 268 34.1 218 290 288 31.0 215 23.4 288 299 212 186 268 25.0 210 147 288 27.7 209 146 288 27.7 209 r2 in 38.0 225 37.9 198 300 226 322 191 287 225 224 ' 186 226 228 28.0 199 1 200 225 236 182 18.0 225 221 100 10.0 225 20.3 177 12.0 226 19.8 176 11.3 226 19.0 179 76In 306 202 320 177 266 202 27.2 173 21.0 202 23.6 170 192 202 21.5 187 117.0 292 187 186 193 2112 154 183 128 202 167 160 10.8 202 16.8 1518 0.e 202 15.8 168 7810 7 9 3 192 299 188 230 192 *1 165 202 100 220 1 9 2 17.7 192 147 159 167 192. 191 167 142 192 16.8 160 11.6 192 16.2 191 191 192 14.4 160 89 192 14.2 150 0012 185 144 19.0 128 164 144 16.1 129 W In 152 127 198 113 . Anchor Capacity Table (the) A4IChOr Clip Patterns Substrate 271 Ca48300 3.640403. 780901CM0 Filled CMU PT Wood Meter Anchor Typo 9118' Mao Wtoaa 1/4'908 t8uean WIT Elco Macon 3N0'SleD uNea4 174'E10006raoon 114" 88 El= 89,240ator 6116' EIb0 uotraoon Pr 860780 Ag9mtiator 010 Steel ec02w(00) 012 Steel 8omw(35I 01261e4 60944(05I Edge 139ims6M7 1- 3 -112' r 2.112' 34W 1- 2.112' 1• 242 r 3488• 2• 049' 0.64' 9324• E6188410014 54 1334' 1414• 1414' 1414' 2' 1414' 1 -114' 14/4° 1 -114' 1414- 1.114' 2' 1378' 138" (Bee note 4) 2938509140476' Min 0.0./ 8t081014 or Chet 0.Op5'1g. 4 32000 9)08.18 40600 1190 00 1844 Ws 270161 26001$ 35408 749188 488161 684061 1182 08 328161 420161 880 6011 4 400001$ 01.18' Uin. O.C.! 81004514 (or 06488 COp (Ng. 23 480166 700161 WA NIA WA WA 350159 WA WA WA WA WA 052 Os 840610 1120 0s 4 400878 • 71110t 0.9 / (2) 249 A0900001e / 1716. 37 780110 793 the 88000 1560 Os 1888150 840 0s 580 ice WA 700161 93889 060161 238406 962161 84080 1120161 2Anchors • 445' Min 0.0.! U.C3p, lode 19' Alum. (Fig. 43 WA WA WA WA WA WA WA WA 609 WA WA WA WA WA 11000 1 Amboy / 9.6119 (F19. 14 1051118 195@0 22800 44518$ 87205 138161 140161 17700 370161 23416$ 322161 89100 14315$ 21015$ 28016$ 2 An91155 01.18' Min 0.43 7-Clp Op 8k 240 Ibs 3500s WA WA WA WA 18009 WA WA WA WA WA 320 ha 420160 060158 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 6: • FIGURE 6 • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (OW X ( ANCHOR CAP.::) ANCHOR CAP. MULLION CAP.,,,„ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. FT' WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADOI77ONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. 3) MULUON AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Cam. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083 -T6 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST . 125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST S SCREW THREADS BEYOND THE MATERIAL. 1.000' I-4- rx2'X.318•MULLION g a z I m 0 V w m o v 2 0 • ''JM P P N ; ;A °M� X N Y I- X Olt 1 VP PRODUCT REWIND Florida as *emptying with the trading Code A or No ,N`v(N 1.(11.Tht /1:30 NcENSE ` P * • No. 68705 • ' • Gto I5 r31w` ST1E0 a CFNNIMlLL1 , P.E. FL P.E.# 68705 TABLE 3A Mullion Capacity Table moth 1 x 2.76 x 27 ;1161e11 Opening Width (for vertically-seeming mullions) or Opening Height {for horizadattspalvdng mullions) 2710 Caarele 6011 70th 801n SO In 10010 1201n 1401n 180th Loading .. Loading Rectangular Loedug 7repl7daB. Loagug Rectangular Loading 'aeNn(eng• Loading Rectangular Loadng 13aP athn3• Loading R001005da Leading TreWTdanp. London Rs:Cong9ar loa TrepRdang. Loading Reoteng4az Loafing Tr*1850g• L6a6ng Rectangular Loading TJept7dat8. Lading Rectangular Loading TAaptele6. Loading 2-tm a 11 i 11 la 11 1 11 ia 1 la 1 ia i la 1 la 1 la 1 la 1 la 1 la 1 h . h 460155 h 46010$ a NIA a NIA a 11 h li 13 3 I8th 421n 170.0 820 1700 436 170.0 714 170.0 478. 17037 888 170.0 806 470.0 892 170.0 819 170.0 1118 170.0 521 1703 1240 170.0 821 448.7 1301 170.0 521 127.8 1304 170.0 621 111.6 1301 170.0 821 48th 1700 708 170.0 524 170.0 850 170.0 801. 170.0 892 170.0 630 170.0 1133 170.0 881 181.8 1139 170.0 877 1398 1138 170.0 880 113.8 1138 470.0 880 012 1139 170.0 880 85.4 1139 170.0 880 60925th 747 170.0 663 170.0 888 170.0 831 1672 1032 170.0 684 148.4 1032 170.0 723 130.6 1032 170.0 747 117.4 1032 470.0 786 97.9 1032 170.0 768 83.9 1032 170.0- 758 73.4 1032 170.0 768 641n 170.0 787)700 612 181.3 807 170.0 891 18.2 607 184.7 730 120.9 007 162.6 720 1070 607 1450 714 88.8 037 141.1 710 80.6 807 140.0 708 621 907 140.0 709 80.6 607 140.0 -709 86 n le _735 151.5 826 _ 117.8 735 130.3 811 1002 735 1180 698 882 78 1082 590 724 735 860 583 70.8 735 98.1 678 60.6 735 91.8 874 80.4 735 81.8 674 44.1 78 819 674 0310 1212 088 130.0 570 1012 1388 111.8 657. 87.0 809 VIA 847 782 68 90.1 838 87.7 666 832 631 60.9 660 789 5213 809 888 759 621 43.8 666 759 821 38.1 688 76.8 621 4810 105,0 607 112.4 872 862 607 68.1 511''75.77 807 80.0 501 882 807 77.1 493 589 007 719 488 63.0 807 07.8 481 44.2 807 03.4 478 370 607 62.7 474 33.1 807 82.7 474 86.8 443 880 810 73.0 4341 X510 84.3 428 81.0 810 872 445 48.4 610 834 413 409 610 050.0 408 34.0 610 45,8 402 29.2 510 14.4 308 82 810 44.3 389 458 729 400 57.8 488 81.7 302 492 459 54.1 585 43.4 488 46.00 376 8.6 468 449 373 39.7 488 412 368 282 458 37.7 382 24.8 468 8.0 38 217 458 35.7 368 781n 642 48 87.0 381 639 436 88.8 373 46.9 435 49.8 386 40.1 435 40.7 380 35.7 48 409 .365 32.1 48 8.1 351 28.8 48 34.4 344 22.9 435 329 341 20.1 435 32.2 340 80 to 119 327 43.1 290 30.8 327 38.4 285 269 327 31.8 280 28.1 327 28.3 275 23.2 327 25.7 271 202 327 23.7 288 17.4 327 210 282 142 327 19.3 258 88th 34.4 287 38.4 257 28.7 257 29.9 262 249 287 26.0 248 21.5 287 23.1 244 16.1 287 20.8. 240 17.2 287 10.3 237 14.4 287 189 232 10810 242 227 24.7 208 202 227 20.8 201 17.3 221 18.0 198 16.0 106 111 In 22.3 216 71.7 164 18.8 218 18.1 191 , 182 218 16.6 106 120th 17.8 184 17.9 187 ,, Anchor Capacity Table (Ws) Anchor Clip Patterns 8Wa0ote 2710 Caarele 3.134 Caro. H0O51CiaJ Fined GNU AT Woad Natal MehaType 311EEtaotmreot0 C4 FJCOIAOacoa� 6118" Etc* Ut n 3418 Elaol20aoa U4 EaollOtacdn Or BS Ebo ar 0118'000 Ultsoon 24" SS Elsa Amp:Gator 010 Steel Saco (05) 812 Steel Seres(615) 012 Sbee1 SOrew(136) Edge 130100ce (1n3 r 2.112' r 11/2\ airs• r 2.112' 1• 2-tm 2' 3.178' 2' 0.49• 0.64' 0.824' Embedment 1001 1.3x4" 13x4' 1344• 13JM 1 2' 1844 25 1 -174" 27000 1.114° 28015 1-114' -35400 VA" 740158 1.114" 403245 1 -v4• 864 455 2' 118220 1.316" 326455 1.38' 420 158 case note 4) 560 00 2Anahone 58 4.75' Mier 0.0. 18tadardor Oiled Cite (Fig. 13 100 Its 39000 460155 4 Maas 40 .1e' aun. O.C.l 60801006 (O70Rsel)Ciip (906.27 46010$ 700 its NIA - NIA NA 380 Ws MA PBA NSA WA NIA 852 Ws 640138 112320 11201115 4 Adobes 403' 408.0.0. 7(2128 Angle Otos / pg.33 760155 780138 880138 10136135 54000 0604 0 NSA 780 04 938155 800 Ws 238420 88205 840 Ws 2 Andean:460.48' bWn. 0.0. 1 U48p, into tl8' Ales. (Flg. 46 NSA WA NIA .• NSA WA WA NIA NIA NIA NIA NIA NIA NSA 71845$ 1 Auohaf 9•031p (Fig. 53 18155 11525 22500 445158 02225 135 155 14013e 17726 370105 234108 332 The 89115$ 183458 210 Ws 280135 2 0005050 (31 1.18' bIn. 0.8J F121p ( Ig. 87 240165 35025 NIA WA N/A 18A 190 Ito WA NIA WA WA NIA 328458 420 lbs 68000 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP C�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: • • FIGURE 4: • • 1IGURE Z • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: • FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP., m,,,,, () ) X ( ) =ANCHOR CAP.,. MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN rr IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .128" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125* THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2.700° 1.000" 1•-• 1' X 2.76' X .376' MULLION N'9 0.' 0 LL U 0 5 AO 6 I PRODUCT REVISED es complying silk 5h0Florida Building Code Acc0pta oo NO W' , Dade P,' '�Control st.".: JCENSE • * t No. 68705 • :-O :� �a 13 cu :pp'•. SAT' OF A. LYNN MILLER, P.E. FL P.E.# 86706 TABLE 4A Milan Capaoty Table pbstlll) 1 .. J8 x .860 Atom: Opening Width dorvverdcaysparri g mentors) or Opening Height (lorhwiml1alb spamirg millers) 80th 6010 7010 80In *In 100In 120th 1401n 18067 Reolang dar Trep/Tdang• W Loadtg Rectangular Loading Tmp'Othng. Loading Rectangular Loading 7teyaimi& Loading -Rectangular Long Trep/Marg. Loading 0.6016700w Loading - Trap/Td g. Loading filar Loading Trap/Ma1g. Loading Re2ie1BWnr Loafing T1141Mm69. Loading R60I808 dar Looting naliT1 ng. Loading Reolamuta Loafing TrbW9leng. Loafing 11 ii 11 ii 11 ii II ii 11 li II ii 2' 1 -114' 1 -114^ 1414' 1 -24' 1 -1/4' 1.1/4' 2' 1318" 138' (eee note 41 2Anoh018484 6"MIa0.0. SmndardorOnset ip(FIA15 390168 390.68 450 me 890 Mss 1844 16e' 270 Us 20086 354tbs. 74066 483168 08466 1182 me i 3Si 1 4210 170.0 820 170.0 436 170.0 744 170.0 478 170.0 888 170.0 600 170.0 092 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 021 1683 1020 170.0 621. 136.8 1620 170.0 321 481n 170.0 708 170.0 624 170.0 860 170.0 684 170.0 902 170.0 830 170.0 1133 170.0 661 170.0 1278 170.0 877 170.0 1417 170.0 810 141.7 1417 170.0 880 - 1219 1417 170.0 880 1023 1417 170.0 680 6092516 170.0 747 170.0 683 170.0 860 170.0 031 170.0 1013 170.0 684 170.0 1195 170.0 723 02.8 1286 170.0 747 148.3 1286 170.0 740 121.9 1288 170.0 788 1049 1288 170.0 766 01.4 1208 170.0 755 6407 170.0 797 170.0 012 170.0 856 170.0 391 170.0 1118 170.0 764 1627 1130 170.0 803 1339 1130 170.0 837 120.0 1130 170.0 855 1009 1130 170.0 831 66.1 1130 170.0 681 76.3 1130 170.0 061 60 In 170.0 885 170.0 701 148.5 018 182.3 781 1226 918 144.5 748 109.9 018 132.3 73S 97.0 978 123.9 728 87.9 915 118.6 720 73.2 915 114.4 718 829 916 114.4 718 649 915 114.4 716 631n 161.8 830 1519 710 125.5 630 1389 694 1025 630 121.2 881 94.9 830 1172 070 84.4 830 104.6 602 76.9 830 69.4 858 83.3 530 84.5 649 642 830 44.1 040 47.4 630 04.1 849 6416 132.1 787 140.0 450 110.0 787 1109 838 54. 767 1020 824 82.8 767 44.1 814 73.4 767 821 408 88,0 757 842 500 55.0 767 70.0 693 47.2 767 78.2 591 41.3 767 722 691 7216 101.7 036 1028 652 54.8 638 91.0 640 `MA 828 821 630 03.8 036 722 521 669 836 56.8 514 80.9 633 82.3 608 42.4 838 872 800 38.3 038 55.3 497 319 038 85.2 487 7010 609 671 00.4 498 72.1 871 728 488 ..5 1171 00.4 479 64.1 671 80.6 471 48.0 571 65.6 404 43.2 571 619 469 38.0 871 47.0 451 30.0 671 44.9 447 27.0 871 44.5 448 78In 00.0 842 83.4 474 68.7 542 70.0 485 87.1 642 00.1 468 60.0 842 65.7 449 44.4 642 61.0 442 420 642 47.6 437 333 642 42.0 420 28.8 542 40.0 425 25.0 842 40.1 423 90 In 62.1 407 63.7 381 43.4 407 45.4 355 37.2 407 399 349 32.6 407 35.3 343 28.0 407 32.1 338 220 407 20.8 334 21.7 407 79.1 007 15.5 407 24.1 322 18.3 407 23.0 310 90 In 42.9 358 44.1 320 359 358 37.2 314 30.7 368 32.4 309 225 353 28.5 304 23.8 398 20.1 300 21.6 358 24.0 290 17.9 358 21.0 289 15.3 308 192 284 108 67 30.1 283 30.8 288 28.1 283 220 261 219 283 229 247 16.8 283 19.9 344 18.7 . 283 18.0 240 15.1 283 189 237 11116 27.8 287 28.3 242 23.1 207 228 238 10.5 287 20.6 236 17.3 287 18.3 231 18.4 267 189 228 ' 17013 22.0 220 22.3 200 18.3 220 18.0 205 18.7 229 182 202 TABLE 4B Anchor Capacity Table Ohs) Anchor Clip Paden SarOa■ta 2.76 Concrete ant Can. - FTatw'CMU Filled CMU PTWOOd Natel Aaobor Type: 3/18 Eton Wmoan 14" Moo Unreaon 818• Mao Macon 3/12' Eloo IRreoon 114' Elm lemon 7/4' 88 Ebo Aggn:mate 618 Eloo Macon 174' 89 Eft Jggneoate 010 S1 6* Screw 8351 812 Steel Emmet:353 012 Sleet 8aew(70 Edge Wetmos MY 1" 2.1/2' 1' 2.1/2' 3.1/8 1" a412" f aA/r 2' 3.1/0' 2' 0.49' 0.64" 0.324' Embedment ft 134" 134' 1414' 1314' 2' 1 -114' 1 -114^ 1414' 1 -24' 1 -1/4' 1.1/4' 2' 1318" 138' (eee note 41 2Anoh018484 6"MIa0.0. SmndardorOnset ip(FIA15 390168 390.68 450 me 890 Mss 1844 16e' 270 Us 20086 354tbs. 74066 483168 08466 1182 me 328ts 420bn IR Ib6 4Atatare01.18 MK 0.0.4 Standard (or Onset) C5p(Fg. 27 460 as 700 e6 N/A LOA WA N/A 300 M8 N/A NIA N/A WA N/A 85293 (' .,. 1120706 4 Anchors ®3" Min. O.C. 421245 Arm C3pa /1111). 37 7801.86 780448 080106 1660158 189866 640166 6001.80 WA 70066 938l04 880160 2384 Ns 852 ms (r, 1120 Me 2Anchors 41t 0.46' M. 0.0. / UOIy7, Nib Ur Alm. (FN. 47 NIA N/A WA WA WA WA NIA N/A N/A WA WA WA N/A WA 710 m6 1 /under t Seth (Ft. 5) 155 me 10566 225140 446 Ile 822106 1351.88 140 / s 177166 370159 234 @) 332 es 69198 183128 210100 280 tbs 2 Anchors 01.16' Mtn. O.CJ Fidlp(Fq.8) 240 Se 3501.86 WA WA WA N/A 19016s WA N/A WA WA WA 3288s 4201 s 68016s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • • FIGURE 3: • • FIGURE 2: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: • FIGURE 8: • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 ANCHOR CAPACITY ADJUSTMENT FORMULA: .,,,,,,, (DP., )X ANCHOR CAP ( ) =ANCHQRCAP.,. MULLION CAP.,,,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 480. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 8083 -T6 AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -1 1.000' h- r x 2.7fr X MO' MULLION re id cn 6 3 W m N a Q 0.o I pp� 0 U W I 10 y�O I S2 g O A 1b r 'RODUCTRRVISBD x0. aon3plylogwith den Mortde d00dhngCoda 4cccptonce No farm 7 o Product Contra"-, N "sONVI1lY1NN l ilk 1 ". ..!<%p No. 55705 • * . • 41N. E • ST TE • �toa�DP A. VgiIV /l(ll tI 9H, P.E. FL P.E.# 58708 TABLE 6A Mullion Oapaofy Table (lb6)e2) 1° x 3.128° x Opening Width (forver4caUy- sparring nwllons) or Opontng Height (forfcri2o>daltyeapamirg mWons) IO is 803 70la 003 803 10015 1201n 1403 18091 R441eag0101 I•oar5ng 7133/71eng. Loading Reohlusular Loafing 1taWrdar0. Loading . Rectaog no Loa ing TraWfl5$,g Loafing Reebboblier Loading ltap/Tdang. Loading Reo3agu& Loading 1t*1%1n18 . Landing 100111110881 Loading 71131711313 loading Rectangular Loading UaAralang. Loading Rectangular Loafing Trap/Gerg. Loading Reotengdar Loring 7tepmiag. Loading 11 ii /1 ii 11 ii 11 ii 11 li 11 li 11 ii 1.114' 1.4/4' 1 -114' 1 -1/4' 1.1/4' 2' 1.3/8' 1.3/8' (see betel 60015$ 2Anohas444.75'MR O.C./ 0tea3rd C8p01313 39016s 39003 45003 8901 -1844 Is 27018 280 the 354113 740085 4850s 6843s 1182 I& 1 421a 170.0 620 110.0 435 170.0 744 175.0 478 170.0 895 170.0 508 170.0 882 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1488 110.0 521 170.0 1135 170.0 521 150.4 1802 170.0 521 483 170.0 708 170.0 624 170.0 050 170.0 884 170.0 082 1730 830 170.0 1193 870.0 881 170.0 1276 170.0 827 170.0 1417 170.0 000 187.7 1577 170.0 882 135.1 1577 170.0 880 118.2 1577 1700 080 80.8253 170.0 747 170.0 883 170.0 806 170.0 831 170.0 1048 110.0 884 170.0 1182 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 768 141.7 1495 170.0 758 121.5 1496 170.0 758 108.3 1498 170.0 768 843 170.0 782 170.0 812 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 823 158.1 1401 170.0 837 149.5 1401 110.0 888 124.8' 1401 110.0 881 105.8 1401 170.0 881 93.4 1401 170.0 861 603 170.0 825 170.0 701 170.0 1083 170.0 797 188.5 1158 170.0 878 138.7 1158 107.0 928 173.9 1168 1588 017 111.0 1158 148.7 910 92.5 1158 144.8 803 78.3 1188 141.5 903 89.4 1168 144.6 903 833 170.0 030 170.0 745 159.8 1049 170.0 850 137.0 1048 165.5 880 119.8 1049 141.7 840 1098 1049 132.0 838 989 1049 125.5 028 79.9 1049 119.3 840 659 1049 118.9 819 59.9 1049 1189 819 483 188.8 955 470.0 789 1399 958 151.3 004 119.1 840 1332 788 1042 889 121.4 775 828 082 1129 185 83.4 055 108.4 787 889 955 99.8 745 59.8 965 08.1 748 52.1 985 48.7 748 72 3 128.5 803 1949 897 107.0 803 114.9 552 819 803 101.1 870 80.3 803 91.2 889 714 803 939 649 84.2 803 78.9 542 83.5 803 72.2 802 489 803 89.8 828 40.1 803 85.7 827 783 1092 721 114.1 Beg 01.0 721 97.0 818 78.0 721 85.1 405 60.3 721 78.5 685 80.7 721 70.1 808 54.5 721 55.4 079 45.8 721 82.4 582 39.0 721 58.0 564 34.1 721 58.1 853 783 101.0 880 -008.4 559 882 034 004 557 72.2 884 104 678 63.1 884 70.4 687 58.1 984 84.4 558 80.8 0884 829 551 42.1 884 84.1 541 38.1 064 51.3 638 31.8 824 50.0 634 803 0.8 514 879 489 549 814 82.3 448 47.0 514- 000.0 440 41.1 514 44.8 433 388 514 409 427 32.0 514 37.3 421 27.4 814 33.0 412 239 514 30.4 406 20.9 514 29.0 403 963 542 452 55.7 444 45.2 452 47.0 355 38.7 452 409 390 33.9 462 38.4 384 30.1 452 32.5 378 27.1 452 40.3 373 228 482 289 385 19.4 452 242 369 19..9 482 22.8 355 1083 38.1 367 389 322 91.7 357 327 317 27.2 357 28.4 312 238 997 252 308 21.1 367 22.7 303 10.0 357 40.5 409 159 357 18.0 293 13.8 357 132 287 11.0 357 169 263 1113 40.1 338 35.8 300 282 330 30.1 301 25.0 338 20.1 205 21.9 338 23.1 202 199 338 20.8 288 17.8 335 19.0 284 14.8 338 18.5 278 12.5 338 14.8 273 110 330 13.8 289 1203 27.7 282 282 253 23.1 289 233 280 15.8 289 20.5 358 17.3 289 131 282 15.4 259 19.3 249 139 289 14.9 348 11.8 289 120 240 9.9 289 11.4 238 8.7 289 10.4 232 TABLE 6B Anahor Capacity Table (84e) Anchor Cap Patterns &Zonate: 2.75 Concrete 3.50, Cone follow CMU #138401/U Pr Wood Metal Radler Type 3118 EhoU9aaon 1/4•Flonid9eoaa 5118'985 Una= 3fl3ElooU85anon 1/4'BOo02Uaoon 114' 08 Oleo PeigreGatcr 5/18' Ft00 Macon 114' 65 Olen AggoOatcr 510 Steel Sweat (35) 812 Steel 8crew535) 912 Meal 8mew(05) Edge ntatanwe(33 1' 2.112' 1' 2.112' 3.1/9' 1• 2-1/2' 1' 2.1/2' 2' 34/8' 2' 0.40' 0.54' 0.324' Eo43dmea000 1.3/4' 1.304• 1414' 1.9/4' 2' 1 -1/4' 1.114' 1.4/4' 1 -114' 1 -1/4' 1.1/4' 2' 1.3/8' 1.3/8' (see betel 60015$ 2Anohas444.75'MR O.C./ 0tea3rd C8p01313 39016s 39003 45003 8901 -1844 Is 27018 280 the 354113 740085 4850s 6843s 1182 I& 328105 al ibe 4 Andrea 401.15. /Du. O.C. / Standen! Cop 010. 23 48003 70010$ WA WA WA WA 38003s NIA WA WA WA WA 85203 840 Its 1120 5s 4 An doll N43' 61I$. O.C. /(2)238Aft* Olpo (RD 33 76015$ 700155 050 13 158083 189650 84003 56003 WA 78010$ 83863 882 Ms 238410e 852 03 840 Ms 112015$ 107410$ SAWN& 430.4r 513.O.C.I UCAp, t do 118' Alma. (F10.43 WA WA NIA WA N/A N/A WA WA WA WA WA WA N/A WA I Anchor /F48p(FIg.63 185855 105 15$ 22603 445143 8223- 140@$ 14016$ 177 Me 37010o 234 Me 33293 88110$ 183 Me 21015$ 250103 2 Anohos 43116' 6911 C.C.Isola 84.63 240 03 350 Ms WA WA N/A WA 1800 0 NIA WA WA WA WA 328 Ws 420 855 800 l5$ NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • FIGURE 2 • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURES: • FIGURE 8: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: PR.) X / ANCHOR CAP""'"'") -ANCHOR CAP... `MULLION CAP.,p,,,,,.. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACl 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8083 -TS AND BE A MINIMUM OF .128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. '0 3.128' 1.1.000, -I 1'X 3.126'X.5' MULLION (I' VF MULLION) °PODUCT REVISED 8 complying $0116 the Florida laIIdI5g Code Loc4pienc414o kau0o .06 * : No. 68705 ;* E. ^3 '• t 0/3 CC= S TE OF 41./: '/ / "I, /ONAI. E ' A. LVi1N MIUUEI�;1P.E. FL P.E.# 68706 TABLE GA Mullion Capacity Table 0788182) 1 x 4 x .125 Alum. Tube Mullion Opening Width (foreer0callyspaming mullons) or Opening Height (torhorlzonla*spanning mullions) 501n 5010 707 801n 90In 1130 In 120 in 1406e 180N Rectangular Loading 7031171511112. Luadag Rectangular Loafing TraP/Mag. Laadiag Reolmegular 7163lrikng. 10.0.988 Rectangular Loading Trep/a10ng. Load389 Rmten901ar loading Map/Mang. Loeb ROGen@Bar loa•n0 71ap/rdeeg. Loading Reota8gdar Loading T1e Tdeng• Loading • Loadng TrapfTdang. Loadng Rectangular Loading Rep/Mang. Loading 11 hi li 11 hi ii II hi li II � li II � ii 1414' 1414• 37 � 1.114' � 1-114' hi 1 -114• 2' 1478' III (088 note 4) �. hi 390103 � hi 480Ibo � hi 184 he hi 289 i. _ � 740 100 _ � 5841b0 _ h 32805 4218 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 550 170.0 952 170.0 619 170.0 1116 170.0 921 1702 1245 175.0 821 170.0 1488 170.0 891- 146.6 1489 170.0 521 127.8 1489 170.0 521 481n 170.0 709 170.0 624 170.0 880 1700 594 179.0 992 170.0 830 170.0 1133 170.0 881 170.0 1276 1700 577 1509 1303 170,0 WO 130.3 1303 1700 889 111.7 1303 170.0 880. 67.7 1393 170.0 880 60.6261n 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 504 170.0 1195 170.0 723 158..1 4250 1700 747 140.6 1235 170.0 768 117.1 1236 170.0 768 100.4 1236 170.0 768 87.8 1235 170.0 768 8401 170.0 797 170.0 812 1702 508 1700 891 1700 1110 170.0 764 164.4 1158 170.0 803 137.2 1158 170.0 837 123.8 1168 170.0 856 1020 1158 170.0 861 682 1158 170.0 881 772 1158 1700 681 8091 170.0 885 1700 701 586.7 1042 170.0 797 1420 1042 181.1 832 125.1 1042 1487 815 1112 1042 138.8 801 103.0 1042 130.2 791 83.4 1012 125.1 789 71.5 1012 126.1 782 82.5 1042 125.1 782 8318 .1700 930 170.0 748 181.2 992 183.8 418 129.6 592 144.4 789 113.4 992 131.0 782 100.8 992 121.4. 788 80.7 892 114.8 788 788 692 108.4 746 849 992 108.0 744 56.7 892 1080 744 68 in 0504 947 170.0 789 137.8 947 148.0 780 1181 847 130.3 788 103.4 947 1172 782 91.9 847 1007 789 82.7 947 102.2 727 85.9 947 95.1 713 89.1 847 94.0 711 61.7 847 04.0 711 7278 1348 849 142.7 737 1132 849 121.8 722 97.0 845 100.9 708 84.9 849 804 858 788 845 88.7 W50 e7.5 849 82.7 876 660 849 703 859 460 849 72.5 662 42.6 845 72.4 661 7818 116.5 782 120.7- 685 98.3 789 1028 852 828 782 90.0 840 722 782 80.9 629 842 782 742 620 67.8 782 892 813 441 792 628 802 41.3 782 89.9 697 39.1 792 09.4 895 7818 1086 724 111.4 834 89.0 724 54.8 821 709 724 62.9 609 65.8 724 74.4 009 624 724 66.1 691 53.4 724 93.4 583 440 724 67.3 573 302 724 54.3 587 33.4 724 630 835 90In 890 545 71.8 485 58.0 843 50.7 474 49.7 643 629 408 43.6 543 47.1 408 38.0 643 42.8 462 34.8 643 380 448 29.0 643 34.9 438 24.8 643 321 430 21.7 643 30.7 428 961n 67.3 478 58.9 427 47.8 475 49.7 419 40.9 478 43.2 412 362 478 38.6 408 31.8 475 342 405 247 478 32.0 350 23.9 478 28.1 388 202 478 89.6 380 170 478 242 378 108 N 40.3 377 41.1 341 33.6 377 34.8 335 248 377 30.0 330 202 377 250 325 33.4 377 240 321 201 377 320 317 18.8 377 18.0 310 14.4 377 17.1 304 111 In 37.1 367 370 323 302 897 312 316 208 357 279 313 232 357 24.4 309 248 357 22.0 350 18.5 357 201 301 144 357 17.4 294 123 In 20.3 306 29.8 279 24.6 308 25.1 274 21.0 306 21.7 270 183 306 192 287 18.3 308 17.3 283 144 m 17.0 212 172 158 BLE Anchor Capacity Table (iba) AsothorClipPattern� Substrate: 2.714000Crete 3.6k0060. H01106 MU Filled MU PT Word Metal Anehorlyp5: 3/18'EkoUtracon 114•EtcolAUaca1 MT Igo QUBeon 3H8" Elea UMme0 ltd Boo Macon 1/4" SS Moo AggeOator 1518* Elea 11370001 1/4"SSEleo Aggregator 81081eel Saar OM 612 Steel Screw(06) 012 Steel Screw (05) Edge 173l8nce pox 1' 24137 r 2.112' 3418' 1• 2412` r 2412' 37 34118` 2' 048' 0.64' 0.324" Embedment 5n): 13/4' 1474' 1414' 1414• 37 1. 157' 1.114' 1 4114' 1-114' 1 -114' 1 -114• 2' 1478' 1418' (088 note 4) 2Anchors 04.70' MIn. 0.0./ Standard Wp(1%4. 1 or 2): 390103 30016a 480Ibo 89013 184 he 270Ibo 289 i. 354 he 740 100 48990 5841b0 1152105 32805 420105 55090 4 Anthem ®2.237 Mfr. O.C. / Standard alp (Fig. 38 70010s 700103 680 Ms 141003 98990 WA 580105 WA 830100 WA .880103 WA 862100 81006 1120 Ss 8 Anchors ®1.16' Mln. O.C. /Standard alp (F1g.4) 880 Re 1406@0 WA WA WA WA 780189 WA WA WA WA WA 1304100 1088100 224090 4 Ana= 1243' Min. O.C. /(2)2r6Angle Ohs ( •6) 780103 750890 910 705 1780103 3288105 640163 193010e pins 1486166 938100 1328 Ms 2354910 852108 840100 112005 8 rumbas ®3. Mtn. 0.0. /(2)246 Angle Cabs (Fig. 0) 1170953 1170 Ws - 1020110 2349105 284490 810180 84090 WA 114000 1404155 1320 Os 3045910 078189 1289100 188005 4Andars 4$0.45 Mtn. O.C.I U4710 540148' ANT. pig. 8: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143203s 2 Ano189s 48 228' M. O.C.I Ft3p (F19. 88 35010 360168 25010 706189 4780.0 WA 250100 WA 315 90 0100 440100 080 32810 42010 650 585 4Man•s ®1.10` 911n. OA/ F•Wp 8,19. 98 480 We 709183 WA WA WA - WA 380100 WA WA WA WA WA 862@5 840 890 1120118 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: • • FIGURE 2: • • FIGURE 8: • • • FIGURE 3. • • • • FIGURE ft • • ANGLE CUP (FIGURES 698) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • • • FIGURE 8: • • FIGURE 7: FIGURE 9. • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,..) X ( ANCHOR CAP""'"'“) ANCHOR CAP... `` MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL. LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC) 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 13003-TO AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 4.000' 1.000' I-4-- - 128' 9'X 4' X .125' MULLION Z 0 w Z v P A AO I 2 111 0 M10 PRODUCT REVISED as complying with the Florida Accopla8it0oNo 3- onpa18 s,y t ``N":�N(1LY NN lot 2l /iie �raCENSE''•�F•Q is ' No. 58705 ' * r IS 13 STA £OP •• &�w i2,,$I/O(YA1 -1� s"" A. LYIJIJIMILtI�R P.E. FL P.E.# 68705 ----- - - - - -- Mullion Capacity Table (Iba1H2) 1 X43.378 Alum. Tube 14114:L7 Opening Width (tor vertically-spanning mullions) or Opening Height (for hoAzordaty- spaming 111IDoa9) 501n 80 to 7010 8060 509 1001n 1201n 140 in 180In Rada•tda Loading 7816150119. loading Redatg111er Loading T,807711eng. Loading Rectangular Loading Treprfdeng. Loading Rectangular Loa410 1W1Tdan9. Loading Rectangular Loading 7,87810899. Loading Rectangular Loading Traprl8atg• Lost@ Rectangular 404465 71'87751085. LAAdng Rectangular 103699 Trapridanl• 10969$ Rectangular loading tap/Mang. Leading 1 11 11 it 2' 0.48 0.84' 0.324' Embedment pax it 14/4' 1414' 1 it 1 414' 1 -114` 1 -114' it 1 -114' 1 2' 1.318 1418' jee9 note 4) 2Anhom( 664 .78MkL0.C. / Standard Cllp(Fig.1or2) i ii 11 li II li 11 li 11 li 11 11 6 q 421n 170.0 620 170.0 435 170.0 744 170.0 478 170 .0 . 889 170.0 800 170.0 092 170.0 618 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1468 tree 621 170.0 1735 170.0 521 170.0 1983 170.0 521 48 In 170.0 708 170.0 524 170.0 880 170.0 684 170.0 992 170.0. 830 1700 1133 170.0 881 170.0 1276 170,0 877 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1583 170.0 880 161.8 2024 170.0 880 68825 In 170.0 747 170.0 683 170.0 898 170.0 831 170.0 1048 170.0 584 1700 1155 170.0 723 170.0 1345 170.0 747 170.0 1494 1700 768 170.0 1703 170.0 708 168.0 1910 170.0 788 138.6 1918 170.0 768 5468 170.0 787 170.0 812 170.0 958 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 803 1700 1434 170.0. 837 170.0 1084 170.0 868 159.9 1788 170.0 801 137.1 1799 170.0 681 120.0 1799 170.0 881 801n 170.0 885 170.0 701 1700 8083 170.0 757 170.0 1240 170.0 878 170.0 1417 170.0 844 170.0 1894 170,9 088 183.8 1819 170.0 1033 129.8 1819 170.0 1083 411.0 1818 170.0 1083 97.2 1819 170.0 1083. 831n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 840 170.0 1488 170.0 1018 188.7 1843 170.0 1070 141.0 1542 170.0 1122 117.5 1542 188.5 1188 1003 1842 187.8 1157 88.1 1642 187.9 1187 8860 170.0 874 170.0 708 170.0 1169 1701 003 170.0 1384 1700 1002 180.8 1472 170.0 1088 142.8 1472 188.9 1148 128.5 1472 158.9 1130 107.1 1472 147.8 1108 81.8 1472 148.0 1104 80.3 1472 140.0 1104 72 to 170.0 1083 170.0 878 170.0 1275 170.0 1009 180.5 1320 1802 1101 1320 1320 149.8 1082 117.3 1320 137.8 1089 1558 1320 120.0 1049 88.0 1320 117.0 1024 75.4 1320 112.8 1013 88.0 1320 112.5 1012 TO In 170.0 1122 170.0 937 1488 1184 159.4 1013 1282 1164 139.9 994 1122 1184 1263 978 89.7 1184 118.3 884 88.8 1184 107.8 962 74.8 1184 07.8 835 84.1 1184 03.1 827 68.1 1184 02.3 925 781H 1801 1124 1700 987 138.4 1124 147.0 966 118.6 1124 128.8 547 103.8 1124 115.9 931 02.3 1124 105.8 918 83.0 1124 986 908 89.2 1124 99.0 890 69.3 1124 84.3 881 51.9 1124 83.2 078 90In 108.1 844 111.5 700 90.1 844 94.3 738 77.2 844 821 724 874 844 73.3 712 80.1 844 88.5 702 64.0 844 81.4 623 45.0 844 64.2 878 38A 844 80.0 688 33.8 ' 044 473 662 081n 89.1 742 910 603 74.2 742 772 652 83.5 742 07.2 841 553 742 690 831 496 742 64.1 822 44.6 742 494 814 37.1 742 43.8 800 31.8 742 39.8 680 27.8 742 37.5 884 1081n 82.8 898 030 630 821 588 53.8 621 44.7 888 48.8 $13 35.0 686 41.4 508 344 588 37.8 488 31.3 888 34.2 492 28.1 888 280 481 72.3 589 288 472 19.8 588 24.7 488 111 N 07.8 555 880 503 98.0 855 494 455 41.2 856 420 407 38.0 706 30.0 480 32.0 555 34.2 473 28.13 855 31.3 487 24A 655 27.1 457 217.8 555 24.3 448 10.0 885 224 442 12001 45.8 475 48.4 433 38.0 473 39.0 428 328 478 33.7 420 284 476 29.8 414 283 475 08.8 408 228 475 248 404 19.0 478 21.1 395 18.3 478 18.7 987 14.3 478 17.2 381 144In 28.4 330 28.7 308 22.0 330 22.4 301 18.9 330 15.3 287 804 330 17.0 293 __ AnoherCapaciy Table (Ms) • Anchor Clip Palladia Substrate: 2.76 concrete 3.05 ems. Whose CAW Fined MU PT Wood Meld Anchor rypa: 398 Boo Mow ur ace u0e0a1 6/18 Ws mess 3118'Eke Ui/aan u4•Elco Macon 114'88 Elco AggeOaa W18 0c lassos 1N`S86co AggeSdor 010 Steel Wes 0310 012 Sted wee (05) 012 Steel 8sew018) Edge 138tat00 pax P 2-112' 1' 2-112' 3-118' 1 242' 1' 2 -12' 2' 3418 2' 0.48 0.84' 0.324' Embedment pax 844' 14/4' 1414' 13+4' 2' 1 414' 1 -114` 1 -114' 1414' 1 -114' 1 -114' 2' 1.318 1418' jee9 note 4) 2Anhom( 664 .78MkL0.C. / Standard Cllp(Fig.1or2) 390@3 390Ibs 460 Ws 090158 1844..: 270160 280lbs .: -Poi 740'. 488169 884108 1182169 32815s 420'• 660169 4 Anchors 4g226'M13.O.C. /Slatdad CAp(R2- 4 70015$ 700150 680 Ws 1410151 86200 WA 880158 WA 830163 WA 88009 WA 062Po8 840119 112089 8An/tore 461.18 gen. O.C. IStandard Cl (13.4 060163 14000s WA WA WA WA 780468 WA WA WA WA WA 130408 100809 2240Pos 4 Anchors 66 3' 59t. 0.C. r(6) 246A1tgle tlrys(Mg. 4 78009 78015s 800 Rs 178006 32880s 54003 08016$ 70889 148015s 0381bs 132809 238400 66209 84015s 112000 8Ancha9®3'Rh. O.C. /(d(245Angle C5p9(1g. 82 1170150 117015s 102308 23400s 2844 Ms 81009 840159 WA 114089 140409 132006 364806 978153 128003 188008 14320s 4 Mcias 66 0.46 Mtn.O.C.l S ap. Into lerAlum. (Fig. t): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2 Anchors ®228 Mtn 0.C. /F-011p(Rg.8) 38016$ 36015s 20026 70515s 47813 WA 28015s WA 318 80 009 44009 00s 32809 420161 58008 4 Andros 66 1.18 Min. 0.C. / F•C5p (Rs. or 48015s 7800s WA WA WA WA 38015s WA WA WA WA WA 1382153 840159 112008 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULUON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 4.000' SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWNG DIMENSIONAL RESTRICTIONS FIGURE 7: SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE • 8083 46 AND BE A MINIMUM OF .828` THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. FIGURE 1: FIGURE 2: • • • • FIGURE 5: • • • • FIGURE 3: • • • • FIGURE it • • • ANGLE CLIP (FIGURES 588) MUST BE USED IN PAIRS. FIGURE 4. • • • • FIGURE 8: FIGURE S • • • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (Dr ) X / ANCHOR CAP"'"'"") q ANCHOR CAP.,. `MULLION / USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. �j 1.082' j-- -1 1.000" re / A: .376' 1•X4'X.315•1 T - MULUON 4.000' .375' 1 X4 "X.378. MULUON I I C 0. 0 iQ 2 I co 17 At` PRODUCTREVISED as oomplytngwfW the Warta Building Code Acceptance No g l4iam D: Product Centro S.OS 4S.`'.••• VtcENSF •. �p No. 58705 ' STA E k \c: ,FCORIOP.•' r O C;` A. (.. +WNIMIILLLMIk, P.E. FL P.E.O 58705 a TABLE 8A Mullion Capacity Table (rose) 1.28• z 5.788" z Mull Opening Width (for vettlw0y-sparNng mullions) or Opening Height (for hods- apamdng =Ions) 501n 8015 70In 801n 90In soots 120 In 1401n 1601n Rectangular Loafing TrepITdarg. 119 Rectangular Loading i 11eprMang• Loading Rectangular loading TrepITdag. Loading Rectangular Loading Aap/Tdeng. Loading Rectangular Loading Trep/tdag. Loading Rectangular Loading Trapfeleng. Loading Rectangular Loading 14apIT8ang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Mang. Loading I la I lai 0.48' I 0.224" hi 1.314" hi 14/4' III 2' hi 1 -1/44 III 1 -114' hi 1 -1/4' lai 1.3/8' III (see note 4) III 30020 III 46064 III 1644Ito lai 280104 lai 74068 h 684 The a g. 42In 170.0 620 170.0 438 170.0 744 170.0 478 170.0 058 170.0 808 170.0 892 170.0 519 170.0 1116 170.0 625 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1736 170.0 121 181.8 1789 170.0 621 4815 170.0 705 170.0 624 170.0 880 170.0 884 170.0 802 170.0 630 170.0 1133 170.0 861 170.0 1276 170.0 877 170.0 1417 170.0 880 184.6 1548 170.0 480 132.7 1848 170.0 880 116.1 1606 170.0 880 01625 170.0 747 170.0 863 170.0 888 170.0 831 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1346 170.9 747 187.0 1405 170.0 708 139.2 1488 170.0 768 119.3 1488 170.0 788 104.4 1488 170.0 758 64 to 170.0 797 170.0 612 170.0 905 170A 091 170.0 1118 170.0 784 170.0 1276 170.0 803 183.1 1378 170.0 837 1468 1378 170.0 858 122.9 1376 170.0 961 104.5 1376 170.0 691 91.7 1378 170.0 881 60In 170.0 886 170A 701 170.0 1063 170.0 707 1059 1168 170.0 878 139.0 1168 187.4 930 123.8 1158 188.8 919 1112 1165 150.0 912 923 1165 144.8 505 79.4 11588 144.0 005 89.8 1168 144.0 805 63In 170.0 830 170A 745 180.1 1051 170.0 850 1372 1051 160.8 682 120.1 1051 142.0 848 108.7 1051 132.3 837 981 1051 105.7 830 80.1 1051 119.8 822 059 1051 119.1 821 60.0 1051 119.1 821 031n 187.1 657 170.0 789 139.3 067 151.6 808 119.4 957 134.0 790 104.4 957 121.e 777 82.8 657 112.8 767 83.8 957 1089 789 89.8 057 1000 760 603 697 989 748 622 957 88.9 748 721n 121.7 604 1381 698 107.3 804 5162 884 919 804 101.3 871 804 804 91.4 860 71.6 804 84.1 680 84.4 804 78.8 843 63.8 804 72.3 443 480 804 898 629 402 804 89.8 628 7815 105.4 722 114.4 830 012 722 97.2 819 792 722 88.3 055 88.4 722 70.7 050 50.13 722 70.3 805 64.7 772 66.6 680 462 722 69A 870 39.1 722 88.7 585 34.2 722 682 584 781n 1012 885 5059 800 84.4 685 05.6 658 72.3 686 788 677 83.3 886 709 888 882 685. 64.5 600 60.8 685 80.1 653 422 685 64.3 643 352 685 51.4 637 31.8 885 817 838 90In 658 616 65.0 487 64.8 618 57.5 449 47.1 518 80.1 441 412 815 443 434 38.6 610 40.0 428 39.0 818 37.4 422 27.5 516 •33.1 413 238 818 30A 407 209 516 21.1 404 03In 54.3 453 85.8 404 45.3 453 47.1 397 38.8 483 41.0 391 330 483 38.4 2135 30.2 453 33.0 379 27.2 453 30.4 374 22.6 463 28.8 368 19.4 463 24.3 380 17.0 453 22.9 368 108 In 38.1 358 39.0 323 31.8 365 32.8 313 272 258 28.4 313 23.8 359 25.2 305 21.2 358 221 304 16.1 366 20.8 300 16.8 358 18.0 283 111 In 05.1 338 38.8 308 25.3 338 30.1 301 05.1 938 28.1 057 22.0 338 232 293 198 338 20.9 280 17.8 336 111 285 120In 279 280 28.3 264 232 280 23.8 280 180 203 20.6 268 17.4 200 192 253 10.4 290 18.4 249 14415 18.1 201 16.3 185 TABLE 8B Anchor Capacity Table (roe) An471orOp Patterns Substrate 238 Concrete 3.63 Como. Hollow C38/ Final CMU PT Wood Mete Anchor of Typo 3/76 Ezra l8baoon UM Mw U0,aoa 6113'Etoo Lawson 3105 Ebo 001000 114 Moo U0reoa 114' BS Moo Aggr80alor W16• Moo 01135018 1/4' 88 Moo Aggregator 010 steal Stow (051 012 Meet Screw(135) 012 Steel Sdaew(06) Edga Sisteme@np 1" 2 -117 T 2.1/2' 3.157 T 2.1/2' 1' 2-92" 7 5.1417 2' 0.48' 0.64' 0.224" Embedment WA 1.314" 1.3/4" 14/4' 1484' 2' 14/4° 1 -1/44 1414' 1 -114' 14/4° 1 -1/4' 2' 1.3/8' 1-W8" (see note 4) 2ANA= ®4.73• M(1.O.O/ standard C2p(Fig. 1k 30020 3901bs 46064 89000 1644Ito 370 Ms 280104 364254 74068 468 Ito 684 The 1182 gas 328 /Is 4206s 580 Ins 4 Anado5®L18' Min 0.0.10[ardmd Cap (Fig. 21 48064 70061. WA WA WA WA 30560 WA NIA WA WA WA 85205 840508 1120 18$ 4 Anchors 40 7 Mtn 0.C. /121 WA Angle Cape (FM. 3b 780 Ito 78011s 680Ito 1880 64 1898 Ito 640 Ms 560 lb* WA 78018$ 93664 88060 2364 65 652113s 840 Ito 112085 4 Anchors ® 0.45' Min. 0.4 / U CAR Into 150' Aron. (Flo 43 WA WA WA WA WA N/A WA WA WA WA WA N/A WA N/A 143260 1 Anchor/ F1Mp(Fig. 87 105150 195108 225 Ito 44518$ 87164 138Ito 14064 17763 3701b4 234100 932 Ito 59161. 18368 210155 2806s 2Anchors 431.16' Min. 0.0. /F-Cllp 178.83 24060 25064 WA WA WA WA 190 Me WA WA WA WA WA 32811s 420 gas 60064 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • • FIGURE 6: • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CUP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DF;m) X ( ANCHOR CAP.,,",,®,\ a ANCHOR CAP.,,, `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 307 SPECIFICATIONS, HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (Chill) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8053 -T6 AND BE A MINIMUM OF . 125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL r- -1260' -'1 1.25 X 3.180' X .286' MULLION (1414' VF MULLION) 1.p PRODUCTRBVISED as consplying with dsa Florida Bailding Coda Acceptance NNo6 : 05 • P so N.( IGYINN 4 `\`SO * ' No. 88705 STAT NN A. LYs1Uiti! 9c, P.E. FL P.E.# 68705 TABLE 9A TABLE 9B Anchor Capacity Table fibs) Manion Capacity Table Rae)- Opening Width (for vertically-spanning =Ilona) or Opening Haight (for Wrizon any- 9p®Wng nations) 2•4•,25 Alum. Tuba Mahlon 50In 8010 701n 801a 9010 103In 1201n 1401,a 180 In Reclmgdar Loading 9e1761ag. L00805 Redarguler Loadn7 WaplMang. Loading Reobtngdm Lo0*is Tiep'SMn9. Lasting Reotmgdar Loan 19111798119, Loading Reotangslar Loadlog Tmp7Tdang. Loafing FOd art ' Lowing 7819177821. Looks] Redegnlet Loadbl5 Willem 121409 Rectangular Loafing 7rep/Tdag. Lowing Reolengulat 1086=9 7109108=1. Loading 24/2' 1 34/0' a 0.48' 8. 1 a 5.314' a 1304' a 2' a 1 4/4' a 1 -114' a 1 -114• a 1378' a (see note 4) a 1 a 4-0Ibs _ a ii _ a il ii _ 8. il 1 a 084 Ms a 328197 4210 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 908 170.0 092 170.0 919 170.0 1118 170.0 821 170.0 1240 170.0 821 170.0 1488 1p WA 930 Ws 170.0 1735 170.0 825 170.0 1983 170.0 821 48 In 170.0 708 170.0 024 170.0 890 1790 884 170.0 892 170.0 830 170.0 1133 170.0 881 170.0 1275 170.0 877 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1983 170.0 980 170.0 2207 170.0 880 00.628In 170.0 747 570.0 583 170.0 898 170.0 931 170.0 1040 170.0 584 170.0 1195 170.0 723 170.0 1349 170.0 747 170.0 1494 170.0 768 170.0 1703 170.0 755 170.0 2092 170.0 768 170.0 2391 170.0 788 5473 170.0 797 170.0 812 170,0 088 170.0 891 170.0 1110 170.0 784 170.0 1278 170.0 803 170.0 1434 170.0 037 170.0 1584 1790 858 170.0 1913 170.0 8511 170.0 2231 170.0 881 170.0 2550 170.0 881 801n 170.0 085 170.0 701 170.0 1093 170.0 797 170.0, 1240 170.0 878 1720 1417 170.0 944 170.0 15884 1700 998 170.0 1771 170.0 1033 170.0 2126 170.0 1083 170.0 2478 170.0 1083 180.8 2080 170.0 1083 831, 170.0 930 170.0 745 170.0 1110 170.0 050 170.0 1302 170.0 840 170.0 1488 170.0 100 170.0 1873 170.0 5078 170.0 1859 170.0 1122 170.0 2231 170.0 1189 -180.7 2553 170.0 1171 1458 2555 170.0 1171 88In 1700 974 170.0 789 170.0 1149 170.0 503 170.0 1386 170.0 1002 170.0 1658 170.0 1088 170. 1753 170.0 1155 170.0 1848 170.0 1210 170.0 2338 170.0 1275 181.9 2437 170.0 1288 132.8 2437 170.0 1288 721n 170.0 1003 170. 878 170.0 1275 170.0 1009 170.0 1488 170.0 1178 170.0 1700 170.0 1993 170.0 013 170.0 1318 170.0 2128 170.0 1387 148.0 2184 170.0 1488 124.8 2184 170.0 1520 1092 2184 170.0 1530 7815 1700 1122 170.0 937 170.0 1348 170.0 1080 170.0 1870 170.0 1209 170.0 1784 170.0 5322 186.1 1980 170.0 1421 148.8 1930 170.0 5605 128.8 1980 181.8 1548 108.1 1980 154.0 1638 922 1880 162.7 1531 78h1 170.0 1181 170.0 587 170.0 1381 1750 1118 170.0 1811 170.0 1700 1790 1842 1706 1388 182.7 1881 170.0 1474 137.4 1581 103.1 1600 1146 1881 147.3 1473 50.2 1881 139.8 1459 85.8 1881 137.8 1484 901n 1706 1328 1706 1144 149.1 1308 188.0 5215 127.8 1398 138.0 1108 111.8 1398 121.3 1170 59.4 1398 1102 1182 828 1308 101.8 1147 74.8 1398 5996 1122 83.8 1398 82.7 1108 666 1398 78.0 1098 8800 1474 1229 151.8 1098 122.8 1229 127.8 1079 105.3 1229 111.2 1031 92. 1225 70.9 1044 816 1228 89.0 1020 73.7 1229 82.4 1018 81.4 1228 722 993 62.7 1229 866 977 48.1 1229 82.1 887 18061 103.5 971 555.8 877 88.3 071 59.0 082 74.0 971 77.2 849 84.7 071 08.4 837 676 971 816 826 61.8 971 606 815 43.1 971 49.0 788 37.0 971 44.0 702 32.4 871 40.8 771 1111a 994 019 97.3 832 79.5 918 816 818 88.1 958 70.8 808 8 592 794 53.0 919 58.7 784 47.7 819 81.8 774 39.7 819 44.8 768 34.1 919 40.2 742 70.8 919 37.1 732 52011 75.8 798 798 718 829 785 84.5 705 83.9 780 582 888 472 788 49.4 888 416 788 44.4 877 37.7 788 40.5 888 31.0 788 346 853 2740 788 31.0 841 23.0 788 28.4 831 144 In 4347 548 442 554 38.4 618 37.0 498 312 855 31.9 481 37.3 845 383 488 24.3 548 25.3 479 27.0 848 22.5 474 182 548 186 484 18.8 848 17.2 455 13.7 848 15.8 448 TABLE 9B Anchor Capacity Table fibs) Anchor Cap Patterns Substance 2.715 Concrete 3.614 Cone. Rogow CMU Fled CUU P7 Wood Metal Antler Type 3778' Eloo Masco U4" Cleo Ilricon dine' Moo Unseen 37W Eoo Mason 114• Sloe tebamm 14.99 Elao Ago:Sdar 6/18' Moo 12traeo0 t/d• Ss Moo AggreOda 019 Steel Some (59) 012 Steel Screw 935) 612 steel Soma (59) Edge Manse 084 1' 2412• 1' 24/2' 34/9*- 1• 24/2' 1' 24/2' 2' 34/0' 2' 0.48' 0.54' 8.324' Embedment (94 5.314' 1-014' 1304' 5474' 2' 1 -1/4' 1 4/4' 1414' 1 -114' 1 -114' 1 -114• 2' 1378' 1-0/8' (see note 4) 21900992 CM' MNn. OZ. 1t 51 Mg(165.1.24 30008 390878 4-0Ibs 88015e 18443,0 27007. 280113 35087 74087 48810,, 084 Ms 119217 328197 420 to Imo Ws 4 Anchors ®288. Mkt. O.C.101erderdC8p 07g. 34 740th, 74017 830@8 1408@,, 1424163 WA 880=3 WA 89507 WA 88011,, WA .852 16, 84007 1127087 6AWchwe ®1.71 5.19. 0.0. / Standard Cap 01.44 88011)0 780@8 090 leg 788 07 80007 184817 188007 WA 189816, WA le 755 0,, 00575$ WA WA 78916, 75907 WA 930 Ws WA 88087 N/A 238487 978 Ma 852117 1280Ibs 8405bs 1680113 112087 188017 4 Anoboa ®3" 57tn. OIL /(2)246.0111• C8ps pg. 6): 8Anchae®3'tdia.0.0 /(2)2c6Angle Cops 0'18.84 117087 1170 0,, 1020 Ms 234007 284407 81 840783 WA 1140163 140407 132007 384807 97814s 128087 3A5tobao 4$1.34' Min. 0.0. / 1.14311p, Into 1/8' Nam (Fig. 74 N/A WA WA WA WA WA WA WA WA WA WA WA WA WA x'74 @5 8Amherst* 0.84" Mbt. O.C. /11919, Into 1/8' Attn. (Ng. 8): N/A WA WA WA WA WA WA WA WA WA WA WA WA WA 21 W7 2Annhae N 268' MIS. 0.0. /F.019 /5.94 370 Ms 370 87, 31807 74387 71207 WA 28013 WA 34887 WA 44007 WA 329 Ws 420563 580191 3Ano1em CS 1.71"159. 0.0. / F4215 (Mg.104 38007 390168 34087 780 ne 9481b3 270 The 280 On WA MO Me 48907 440@0 118216s 328115,, 42017 88007 FIGURE 1: • • FIGURE 6: FIGURE 2: • • • FIGURE 3: FIGURE S • • • FIGURE 7: FIGURE 8: FIGURE 8: FIGURE 10: • • • • • • FIGURE 4: • • • • • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: tow X / ANCHOR CAP.,:,) ,ANCHOR CAP. •, MULLION CAP. ,. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8983 -T6 AND BE A MINIMUM OF . 126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2.000' 0 0 // /// 4.000' 2•X4'X.25'MULLION a J 'Roma REVISED F 7 complying with OslldIpg Colo 2. Aecep40nc6N0 . :. 043 Conn i1T71111II7t1 /!i •\‘ ANY LYNN 214 ,71/1 ���� •' �CENEg•`�FA �i�i ' * No.58705 STA E • 441` ;7S !S /pNA‘, 7\■`‘ A. LYNN MILER, P.E. FL P.E.# 58705 TABLE 10A Mullen Capacity Table (l7aft2) 2x82.28 Atum. Tuba 56ullon Opening Width (for radically-sparring mWons)or Openhtg He ght (for kab nlally spanirg mews) 60th 07th 70th 60N 80th 100th 120th 140th 160th Realml0olar Lowing TraV1Hang. Loading Rectangular Loading Trmpfdang. Loading Rectangular Loaning 780780• Loadng Rectangular Loading Traplldare. Loadnng Retls071dar LoadIng Tre21TdmS. Low Roctensuler Loading T1eiSRta* Loading Rrotan0dar Loadag Red7darq. Loading Rectangular Lowing 7140174019. Loading Rectangular Loading T114317009. Coating 2.1/7 _ � 3.1/8 _ � 0.48' _ 0.324" Embedment (017 1.3/4" _ 11. 1.334" _ a 2` _ � 1.1/4" _ � 14/4' a J 1 -1/4' _ a 1318' _ h thee 30(04) _ � 39008 � 480150 _ a 1604150 _ a 280 Ito _ 18. 1400s _ � 684109 _ h 2780.8 425 170.0 820 170.0 435 170.0 744 170.0 478 170.0 880 170.0 508 170A 902 170.0 610 170.0 1113 170.0 621 170.0 1240 170.0 521 170.0 1488 17870 621 170.0'1735 WA 170.0 821 170.0 1883 170.0 621 48th 170.0 708 170.0 824 170.0 050 170.0 884 170.0 892 170.0 830 170.0 1133 170.0 881 170.0 1278 170.0 077 170.0 1417 1700 880 170.0 1707 170.0 880 170.0 1883 170.0 800 170.0 2287 170.0 880 00.62e la 170.0 747 170.0 583 170.0 888 170.0 831 170.0 1048 170.0 884 170.0 1188 170.0 723 170.0 1345 170.0 141 170.0 1404 170.0 758 1700 1793 170.0 788 170.0 2092 170.0 788 170.0 2391 170.0 788 54th 170.0 797 1700 612 170.0 938 170.0 6881 170.0 1118 170.0 784 170.0 1278 170.0 803 170.0 1434 170.0 837 170.0 1074 170.0 808 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2660 170.0 881 80th 170.0 805 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 078 170.0 1417 170.0 944 170.0 1584 170.0 858 170.0 1771 170.0 1033 170.0 2126 170.0 1083 170.0 2478 170.0 1003 170.0 2833 170.0 1083 633 N 170.0 930 170.0 748 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1016 170.0 1073 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1189 170.0 2803 170A 1171 170.0 2978 170.0 1171 98 N 170.0 074 170.0 780 170.0 1169 170.0 803 170.0 1364 170.0 1002 170.0 1808 170.0 1088 170.0 1763 170.0 1165 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1268 170.0 3117 170.0 1268 725 170.0 1083 170.0 678 170.0 1276 170.0 1009 170.0 1488 170.0 1120 170.0 1700 170.0 1220 170.0 1813 170.0 1318 170.0 2128 170.0 1387 170.0 2860 170.0 1486 170.0 2876 170.0 1820 170.0 3400 170.0 1830 78th 170.0 1172 170.0 937 170.0 1348 170.0 7080 170.0 1670 170.0 1209 170.0 1784 170.0 1322 170.0 2010 170.0 1421 170.0 2243 170.0 1506 170.0 2692 170.0 1828 170.0 3140 170.0 1694 170.0 3507 170.0 1705 78th 170.0 1181 170.0 887 170.0 1381 170.0 1118 170.0 1011 170.0 1200 170.0 1842 170.0 1369 1700 2072. 170.0 1474 170.0 2302 170.0 1884 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3083 170.0 1798 901n 170.0 1328 170.0 1144 170.0 1684 170.0 1328 170.0 1859 170.0 1488 170.0 2128 170.0 1073 170.0 2391 170.0 1783 170.0 2858 170.0 1818 170.0 3186 170.0 2125 180.0 3413 170.0 2273 138.6 3413 170.0 2381 961n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1822 170.0 2287 170.0 1784 170.0 2550 170.0 1927 170.0 2833 170.0 2096 180.0 3188 170.0 7338 137.1 3189 188.0 2470 120.0 3100 186.1 2470 108th 170.0 1884 170.0 1409 170.0 1913 170.0 1047 170.0 2231 170.0 1870 170.0 22150 170.0 2078 184.8 2781 170.0 2271 148.3 2781 101.9 2333 123.8 2781 140.4 2281 105.8 2781 128.0 2234 132.7 2781 118.0 2100 111 N 1700 - 1838 170.0 1454 170.0 1080 170.0 1700 170.0 2203 170.0 1932 170.0 2021 1700 2140 101.8 2032 1823 2248 188..8 2832 148.4 2218 113.8 2832 128.4 2188 07.8 2832 118.1 2128 05.4 2832 1083 2098 120th 170.0 1771 170.0 1888 170.0 2125 170.0 1859 184.4 2282 180.5 1091 133.1 2262 141.4 1984 120.1 2282 127.2 1036 108.1 2262 110.1 1815 907 2282 07.0 1972 77.2 2702 880 1838 87.0 2252 810 1808 144th 126.1 1584 128.0 1445 104.3 1684 100.1 1420 89.4 15004 010 1407 782 1604 07.7 1390 89.5 1584 723 0373 62.6 1074 853 1358 62.1 1684 00.0 1330 44.7 1584 492 1305 30.1 1684 44.4 1283 - ----- -- Anchor Capacity Table (Ibe) Anchor C8pPatterns Sabot/eke 2.71s Concrete 3.05 Coro. Hollow CMU FNed CMU PT Wood Metal ^" T7 3118'6toUN44oh v4.. HootOUaoa1 MI6" Ebo Macon 3716 EicoUtraoa 1/4°90ot01mea 1/4.183 END AgtheGator 8115' Etas Mason 1/4.88 EN* A07mreea 010 Steel Scram 535) 912 Meal e4ea(o5) 012 Meal 8orem(96) Edge Distance (tax P 247 • 1" 212" 3.1/8' P 2-1/2' 1' 2.1/7 2" 3.1/8 2" 0.48' 0.64" 0.324" Embedment (017 1.3/4" 404" 1.334" 1314" 2` 1 -1/4' 1.1/4" 154' 14/4' 1 414' 1 -1/4' 2' 1318' 1.38" thee 30(04) 2Anchae 984.70` Min OC./Standard dip(4 or 2. 39008 33015e 480150 890150 1604150 270 to 280 Ito 400 1400s 488108 684109 118275 2780.8 42054 580 lbs 4 Anchors 484.05' Mtn 0.0. / 81•14114 Clip Wig.* 700 N s TX to 00008 1780150 3964 704 640 lbs 660150 706150 1480 Ns 938 lbs 1104 88 2384150 652 00 84008 1120 the ' 8 Amhara €31.71" Ma. C.C. / Standard Cap (Rs. 47 118008 1400 Ns 1010 58 269500 WA N/A 940I1:0 WA 100700 N/A WA WA 1304lbs 188008 2240 to 4 Amhara ®3" MN. 0.0. /(2)245 Anse Gips Mg. 67 75000 78358 607100 168050 189611704 840118 507150 PIA 780104 836150 68000 23640s 07200 840150 117004 8A01h80 503" Mir. 0.0. / 7029 Angle Cape (FIB. 67 1560 00 165000 136000 3120150 3732104 1080117s 112000 WA 1570 00 1872 Ns 1780 Ito 4728117s 1304 g0 1860108 224000 12 Arouse )1.8" Mln. D.C. /(2)250 Angle Cepa (FD. 77 1880 Ms 2100 Ms 144000 3780X0 WA PIA 1370 08 WA 1600117s WA WA WA 199600 262000 3380 the 4 Anonne 421.34' MN. C.0. /UCOp, Nt0118' N111th. 01s. 85 WA N/A WA NIA WA WA WA WA WA NIA NIA PIA PIA WA 1432 the 8 Ansha44D 0.84' Mtn O.C. I U421p. Into 1/8' Alum. Flg 97 WA N/A N/A NIA N/A WA WA N/A WA WA WA WA WA WA 288400 2 Arab= 6 469' Mtn 00. / F.d70(F8. 107 39000 3001bs 460 the 8935s 1842150 270 58 280 Ito 35400 7401bs 493 Ito 05250 1182 the 320 lbs 42016s 80000 4 Aro11013 MI 1.71" MN. C.0.1FCOp (FIg. 117 3905s 700 the 81558 129880 WA WA 4701be WA 533(0s WA N/A WA 0525s 8405s 1120 5s FIGURE 1: • • FIGURE 5: • • FIGURE 2: FIGURE 3: • • • FP3URE & • • • • FIGURE 4: • • • • • • • • FIGURE tR FIGURE* FIGURE 10: • • • • FIGURE 7' • • • • • • • • • • • • FIGURE 11: • • • • ANGLE CLIP (FIGURES 5.7) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (D) X / ANCHOR CAP.,',,,,,\ =ANCHOR CAP.., `MULLION CAP.,.,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. I- 2.000' -•■ TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 48-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-SO. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN 5G OF 0.88. ALUMINUM SHALL BE 8083 -T8 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 048' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .128' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2'X8'X26* MULLION 8.000' r� a. 0. 2 02 0. Z 1 2s.' ° - AA r 1p W N 52 ¢ N 00 0 1 1 IR ft Q. 41 oontpiyrag with th6 Florida Audlding Coda Acceptance No ry - Miami Dade P aclCanlro \ \ \ \ \(1LYNN M/ I�•i � • N\CENSLc `'P •i� No. 513705 3\� lfll5 /3 :'r�z STATE 1(7� ,17II� /ON L A�1�` A. LYNN MILLER1, P.E. FL P.E # 68705 TABLE 11A Mallon Capacity Table gb.ntt) 1.28' 5 2.11° :rubaMam Opening Width (tor lm6oa3y -span ing m1/6ona) or Opening Height (for MriaordaUgspnMrg melons) 80th 80In 701n 80In 9081 10D1$ 120In 1401n 1801$ Reclarguier Leading Tra8Rdarg. Laa nng Rectangular . leadiry 1lapTdang Luat16 Re dar Loading Reprdang. 1.oedug Rectangular Loading Tmprdang. 0.608410 Reo�War Inadb6 Ttap'Tdarg. leading Re0langiar toady Tmplydvg Loading Rectangular Leading Tmprdarg. Inadln0 Reotau5llar Loma Rep/Nang Loading Rectangular Wang TrepTda07. 1.0841ng 1 II 1 11 1 11 1 1 134' _ 2' 1 -174• 1 -114• _ 1 -114• _ raj _ $j _ (me tat64 4 Anthem 3'kt(n. 1).C. 1(5)218 An CO ® 9e pa (Ftg 17 �::: . :,�Iba _ 1liB0 R6 _ Sao Eta _ NIA g - :s: .. -,. Iba a3840>8 .882 .• 840106 .r: :as 421n 144.2 678 107.0 428 120.2 678 1489 410 108.0 628 138.9 414 901 628 134.8 411 801 820 134.1 411 72.1 527 134.1 411 601 528 134.1 411 51.5 528 1341 411 461 528 134.1 411 481$ 000 403 1080 333 809 403 947 325 890 403 88.4 320 804 403 834 317 637. 403 79.1 315 403 403 78.0 314 403 403 78.0 314 346 403 780 314 302 403 708 314 60.82515 82.3 382 01.0 301 88.6 382 793 294 $8.8 382 71.8 289 81.8 362 87.2 288 45.7 382 84.8 284 41.2 362 830 283 34.3 382 133.5 283 294 352 83.6 283 23.7 382 835 283 54 in 87.8 318 74.1 207 606 318 84.2 281 48.8 318 67.7 288 424 318 83.5 263 37.7 318 60.8 290 33.9 319 49.8 249 293 318 49.1 208 242 318 49.1 248 21.2 318 49.1 248 W 1$ 495 258 Gil 219 41.2 265 437 214 36.3 268 40.7 210 30.8 258 37.2 207 27.5 268 34.9 204 24.7 258 33.4 203 200 269 32Z 201. 17.7 268 322 201 105 268 32.2 201 831n 427 230 430 200 336 234 391 186 305 234 337 102 307 234 31.8 189 237 234 23.4 188 21.4 234 200 164 17.8 234 29.8 183 153 234 208 183 13.4 234 28.6 183 88In 37.2 213 394 183 31.0 213 33.7 179 28.5 213 20.8 178 23.2 213 27.0 173 208 213 231 170 190 213 237 109 16.8 213 222 167 13.3 213 220 188 11.8 213 22.0 100 1 2 8 1 30 0 1 75 30 1 1 58 30 5 1 7 8 25 5 4 02 30 4 1 75 33 . 0 4 40 1 7 . 8 1 7 0 2 0. 8 1 4 7 138 178 187 145 7881 243 181 234 140 20.3 181 228 137 17.4 181 190 138 15.2 181 17.0 133 7815 225 152 235 139 108 162 190 131 18.1 162 17.8 128 AnchorCapaaly Table (We) Anchor Clip menu Substrate: 2.7k Concrete 36R Cote. HollowWU Filled CblU PTWood Motel Ascher 1yp8 3118• quo Mama 114' E1amM Mean Sr18' Eke UBmumn 3118' 1� Wtoccn ll4' qeo l55800l U4' 89 Mee A11greSator 6r16' Elm Wenn 104.88 Boo AggnMatar - HO Steel Serew(35) 812 Steel Com 35) H2 Steel Screw 0357 Edge IXateroe(3): 1' 2-1)2` I. 2412' 3178' 1• 31/2' 1' 2172' 2' 3418 2' 0.48' 0.64• 0324' Embedment On): 1314• 1381• 134' 1374• 2' 1 -174• 1 -114• 1 -114• 1 -114• 1 -74' 1.174• 2' 1474' 1378' (me tat64 4 Anthem 3'kt(n. 1).C. 1(5)218 An CO ® 9e pa (Ftg 17 �::: . :,�Iba - :.:::� 1liB0 R6 1896gn Sao Eta 880 Ere NIA 780 Ito - :s: .. -,. Iba a3840>8 .882 .• 840106 .r: :as FIGURE 1: • • • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: )X CANCH:0R CAP.,®,", ) =ANCHOR CAP.® MULLION CAP.,,,", USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE 8083 -T6 AND BE A MINIMUM OF .126` THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048` THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL r- 1.288' -1 F.126' 1,28'X2.11'X.125'MULLION (INTEGRAL. FIN MULLION) � p{ayd 10 kQ II i I y O PRODUCT REVISED as complying With the Florida DDUdingCoda A 22 1a Acceptanw No .6 J- „ is ©sJ M Dad ml `� �•'S ' vCENSF F•P ,i ' No. 68708 13 S TA I5)3 S�ONAL o��`� A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 12A Malion Capaoityr Table pee) 3.26° 30 BAY ULL Opening Width (torvelUcaRpsparting mullions) or Opening Height (Tor tndzadally spaming mtitans) 601n 801 701n 801 901n 100In 12018 14018 18018 Re0tergular Loading 1231816889. LaaOng iota gular 108488 Ttepfilmg. Loading Rectangular Loading Trap/Mang. Landon 908$5097 LoelnO Twp4Tdaeg. Loading - Rectangular London Tladl¶lmg• Noting Rectangular Lood3g TBARdeng. L0a&n8 Rectangular twang , 13891331888• London Reote gder Loafing 1340701ang. 108419 800lmi5ul81 1084188 TreptTde.. 1031078 2412 I 3418' I II I li 1 il II li II I li 11 I ii ii I li II I li il I ii 11 I ii 11 I li II I li 11 I li II I ii I I li ii I ii I I 720 Ws I i 3 4218 170.0 820 1720 436 070.0 744 170.0 478 170.0 888 170.8 808 1702 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 521 149.1 1740 170.0 521 481 170.0 708 170.0 824 170.0 860 170.0 884 170.0 892 170.0 830 170.0 1133 ¶70.8 881 170.0 1276 170.0 877 170.0 1417 170.0 880 1622 1622 170.0 080 130.6 1622 170.0 880 1142 1522 170.0 880 50.6281 190.0 747 1702 883 170.0 898 170.0 631 170.0 1048 170.0 884 170.0 1195 170.0 723 ¶70.0 1346 170.0 747 154.2 1443 170.0 760 0313.8 1443 190.0 788 117.3 1443 170.0 768 102.8 1443 170.0 758 841 1700 797 170A 012 170.0 958 170.0 881 ¶70.0 1118 170.0 764 170.0 1278 1702 903 180.4 1363 170.0 837 144.3 1353 ¶70.0 868 120.3 1363 170.0 881 103.1 1353 170.0 881 802 ¶353 170.0 801 80Th 170.0 886 170.0 701 170.0 1003 170.0 787 187.0 1218 170.0 878 148.1 1218 170.0 944 1292 1218 16973 938 116.9 1218 1621 924 87.4 1218 148.1 913 133.5 1210 148.1 913 73.1 1218 148.1 913 8318 170.0 930 170.0 746 170.0 1118 170.0 960 180.2 1160 198.8 833 131.4 1190 163.0 914 110.8 1100 1412 898 106.1 1180 134.2 888 87.8 1180 128.7 871 78.1 ' 1160 1282 870 65.7 1150 1282 870 881 1702 874 170A 788 182.4 1048 185.8 081 130.0 1048 148.0 804 114.3 1048 133.1 (080 10173 1048 123.4 830 91.4 1048 110.0 830 79.2 1046 109.4 821 85.3 1040 1082 818 67.1 1048 1082 818 751 140.8 880 147.9 784 117.4 890 126.0 748 100.6 880 110.8 734 88.0 880 1000 752 782 800 92A 712 70.4 880 032 703 58.7 880 792 893 902 880 78.5 888 44.0 880 78.4 880 781n 119.7 700 8201 890 39.8 790 108.4 878 888 780 93.3 683 74.0 780 832 862 88.5 790 78.9 643 68.9 790 71.7 635 492 780 801 824 42.8 780 82.1 819 37.4 790 812 817 781 1108 760 116.5 857 92.3 700 98.1 844 79.1 760 85..9 832 88.2 790 77.1 821 61.5 760 702 812 884 760 85.7 805 482 790 594 694 39.8 780 582 588 34.0 700 65.5 688 601 72.1 663 74,4 008 60.1 003 822 491 61.0 083 64.8 483 46.1 083 48.9 475 40.1 083 44.4 488 301 683 402 482 30.0 683 362 462 26.8 663 33.3 446 226 883 31.8 442 90Th 69.4 495 81.1 443 493 496 61.6 4&5 42.4 455 44.8 427 37.1 485 39.9 421 320 482 39.1 415 72.7 416 33.2 468 24.8 402 29.1 400 21.2 498 286 394 192 405 25.0 300 1081n 41.7 391 42.9 353 34.8 391 86.9 348 2973 391 31.1 342 28.1 381 27.9 337 232 391 242 333 20.9 321 22.8 328 17.4 391 19.7 321 140. 391 17.8 318 1111 38.4 370 392 335 320 370 33.0 330 37.5 370 39.8 329 24.0 370 25.3 320 21,4 370 228 318 18.2 370 20.9 312 18.0 370 18.1 305 1201 30.4 317 as 389 25.3 317 28.0 284 21.7 317 22.8 280 18.0 317 188 278 18.9 317 172 273 1441 173 220 17.8 203 Anchor Capacity Table (Ibe) AnchhorCltpPatterns 08639818: 2.711 Carowt9 336 Com. Rolm CMU hued CMU P7147404 148Id Anchor rype 3118 Woo Macon 114' Woo U5rsa0n Bryce ECO Woos 3718"6ao119w0a1 114 Et0oU9aad1 17488 E10 Aggr00ator 5/18" Woo U6wasa 114.88 E10 Agg00$tot 91081ed 801419(36) 012 Steel Wes PS 6128184 8810w508) Edge Distance(Nk 1' 2.118' 1' 2.1(2' 3.418' 1' 2112' 1' 2412 2' 3418' Y 0.48' 0.84' 0.324• Embedmmdpnk 135r 1414' 1414' 13(4' 2' 0414• 1 -11C 1.114' , 1184" 1414' 1414 r 1018' 146' (sea note 4) 2 Anohae 596.5W. O.C. 1(2)286Angle Ceps mg. 390 Is 39329 460 08 896168 1700 Ms 270165 280 Ds 3541.60 740160 408 Ms 720 Ws 11821118 328166 42018 880103 4 Anchors 5 sr VAL 0.C. / (2)246 Augh taps 079.2): 78016$ 780 Re 790 033 1870163 2526196 84033s 000113 WA 11201123 9381.66 890 ss 2304166 852 ma 64011m 1120 Ths 6Anchors 59 all' Mill. O.C. I(2) 2181/5140 Caps (F19.33 112A lbs 11201.63 85823 2246163 2264 Rs WA 840 So WA, 1058138 WA 132098s WA 9781bs 1290 ms 188008 FIGURE 1: FIGURE 2: • • FIGURE 3: • • • • • • ANGLE CUP (FIGURES 14) MUST BE USED IN PARS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.86. ALUMINUM SHALL BE 8063-TB AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' TICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP„) X ( ANCHOR CAP.10 n o) 8ANCHOR CAP.,,, MULLION CAP.,,",,,.,. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 0 3 2 LU 11.411< IC 0 0 z gig 9. 1- 44 115- ilor 2 Q N 4 1 A TABLE Mignon Capacity Table (Ib8/82) 3.28° 46 BAYMUL Opening Wicigi got venicelly-spannirg mullions) or Opening Height ger ivrizonbigy-spenring Mittens) 89th 6010 701n 89th 901n 1001= 1891a 640111 183In Rectangular Watling 09#61910. Loading Raotan9utar Leming 716916190. Laming Reotenplar Load g Vapfdag. Load5g Rectangular Loading TreldTdeng. Loading Neoie09der Loadng 7409/11912. Weft 5001901401 Loadag Trap/ Slags Loan0 Rectangular Loading Tra7rn0555. Loading Reetag1401 Loeda9 TrepIldag. Loading Redonda LoadIn9 Trep/Rlatg. Looting I I II it 11 I ii II I li 1 II I li II I li I I 61/4' I II II li 1 11 II li II I ii II I li II I li il I li il I li II I li II I li illi I il I ii g6651 q78th 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 880 170.0 500 170.0 802 170.0 518 170.0 1118 170.0 625 170.0 1240 170.0 521 170.0 1898 170.0 521 570.0 1735 170.0 821 189.3 1871 174.0 821 48111 170.0 708 170.0 624 170.0 889 170.0 584 170.0 982 170.0 830 170.0 1133 170.0 665 170.0 1275 170.0 877 170.0 1417 170.0 690 183.7 1637 1702 880 1403 1837 170.0 880 122.8 1037 170.0 880 60.825In 170.0 747 170.0 583 170.0 586 170.0 831 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170A 1484 170.0 768 147.1 1682 170.0 768 128.1 1552 170.0 768 110.4 1552 170.0 789 6414 170.0 797 170.0 812 170.0 900 170.0 091 1702 1110 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 1852 1455 170.0 858 1253 1485 170.0 001 110.0 1455 170.0 081 07.0 1455 170.0 891 80In 170.0 085 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 078 157.1 1309 170.0 844 139.7 1309 170.0 888 120.7 1309 103.6 894 104.8 1309 167.1 882 89.8 1309 167.1 982 1 78.8 1309 167.1 882 8310 170.0 930 170.0 745 170.0 1118 170.0 850 1822 1247 170.0 840 142.5 1247 180.5 003 128.7 1247 152.0 900 114.0 1247 144.3 952 96.0 1247 138.2 938 81.4 1247 138.7 935 71.3 1247 1307 835 170.0 974 170.0 789 170.0 1189 170.0 603 1404 1150 1033 985 125.0 1100 1479 845 115.4 1180 1305 928 103.9 1100 128.4 814 802 1190 119.5 890 74.2 1100 118.1 893 842 1100 1101 883 72511 181.8 1010 189.8 877 134.7 1010 144.8 859 1104 1010 1272 842 101.0 1010 114.7 828 805 1010 105.8 817 80.8 1010 008 897 872 1010 80,8 785 87.7 1010 57.8 790 602 1010 87.7 789 137.4 808 143.8 782 114.5 808 122.0 775 98.1 808 107.1 781 89.9 908 882 748 78.3 908 952 738 607 808 82.3 729 873 890 74.7 710 49.1 808 71.2 710 42.0 908 702 708 78511 127.1 881 1326 784 105.9 081 112.5 738 90.8 881 88.8 726 704 881 88.5 713 702 881 81.0 703 83.8 881 76.4 894 53.0 881 88.1 081 45.4 881 84.5 978 j 39.7 881 63.7 872 90th 82.7 848 86.4 874 85.8 (148 721 484 69.1 848 892 664 813 848 60.1 845 482 648 60.9 837 41.4 948 47.0 830 346 848 416 810 20.5 646 39.2 811 259 848 305 607 0018 682 686 70.1 508 599 890 59.1 409 48.7 838 51.4 491 42.6 066 459 483 37.9 588 41.4 478 34.1 588 38.1 470 282 568 33.4 459 1 24.3 888 30.5 462 21.3 588 28.7 447 189 In 47.0 449 48.9 489 899 449 412 308 342 449 35.7 393 20.8 448 31.7 381 282 448 20.8 382 23.9 449 28.1 377 20.0 449 722 300 17.1 449 20.4 386 15.0 445 189 898 111 In 44.1 489 43.0 389 300 428 372 378 316 426 32.8 373 27.8 489 29.1 387 24.5 489 892 382 221 425 24.0 358 104 489 20.7 380 18.9 425 186 343 120In 346 384 28.8 331 20.1 384 282 328 24.9 384 25.8 891 21.0 384 22.8 317 104 384 20.5 313 17.6 384 107 309 144th 302 263 23.4 233 182 263 17.1 230 TABLE 13B Anohor Capacity Taiga (Ibs) Anchor Clip Petison9 $5551 5. 2.70 Concrete 365 Conc. Ha9awCAW Filled CLOT PT Shed Meld Atl4 T , 3116' Bee Warm ll4• Eke Masan & dC0 Masan 31118' Elm Kemal 114' Etc* Macon ud' 89 &m /Weeder 818 Moo Macon 1/4' 88 Dm Agget4ala 010 Bin BaeW(O5) •ia Steel Sara 936) 012 Bien 8crew(08) Edge Distance 34 1' 2.102' r 2.112' 345' 1' • 2.112' 1' 2.112' 2' 3.118' 2' 0.48' 0.64' 0.324' Eretectaterit ger 13/4' 1314' 144' 1414' 2' 1.114' 1 -114' 1.114' 61/4' 1 4/4' 1 4/4' 2' 1418' 14/8' (see mle4) 2 Ammo (l r 105. O.C. / (3) 24589118 Cups rig.1): 390 tin 3901.. 45088 809 be 1700 be 270198 28008 354 68 488108 720119 1189Po4 328 tbs 420 Ite 680119 4Mdars453.0'Mit O.0. /(2)aBMgle Ctpa(Flg. 2x 780 ms 780158 1870158 840 Hs 589 ms WA ®' �'" 938 Ms 880 me 2284190 862 Ws 840 Ups 1120 038 8Anchors 6271 Min. O.0. /(2)235 Angle Cops fig. 3) 1120Ibs 1120150 888190 2248 M5 9544165 WA 840159 WA 1059 le WA 1320120 WA 878 Ms 1260Ibe 1889 ®s FIGURE 1: FIGURE 2: • • FIGURE 3: • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SH6t 1018-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT.FB.LED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR.) X ( ANCHOR CAP.,m„m.) =ANCHOR CAP.,,, MULLION CAP.,,„,,.,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .128• z 0 2 W m P 2 Z 2..y) co co U a L �r A 3 ir{ k I O I O ?RODUCTREVISED complying with the Iget landing Coda 1caap1a4coNo ion iad4P70duo1Cadtc s1Hlitip/ /,, p1l LYNN 4f/ " :� 10ENSLc1/4/ ,ice ` * ' No. 68705 �•" 3 TEOf� A. LYNI(Ii 11LA P.E. FL P.E.# 58705 r--•j 1.000' I- I 20000' L .126" .128' 1' X 2' X..128'MULUON 6063-TO ALUM. X-SECTION .378" MM. ' X 2' X.375' MULLION 8003 -T8 ALUM. X-SECTION 5.500 CUT HERE TO [- _ CREATE F-CLIP. SEE t MIN. r DETAIL F. SHEET4 .125' .376' --� 1.000' 1" X2.78' X.378' MULLION 808348 ALUM. *SECTION .740' 375' MIN. STANDARD CUP 508348 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHORO.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + U15'. 2.125' U-CUP 600348 ALUM. X- SECTION .338' MEN. U-CUP 8083-TO ALUM. USED FOR ALL 1' X2' AND T X 235' MULLIONS, SHEETS 54 TOPVEW -I 1.000' �- 1' X 2.75" X .86W MULLION 8063.78 ALUM. *SECTION .338' MIN. U 8083 -TB ALUM. 1' X 3.126' X.E00' MULL ONLY. SHEET 0 TOPVIEW .338' MIN. } U-CUP 8083.78 ALUM. 125'X3.188" X265' MULL ONLY. SHEET 12 TOPVIEW -1 1.126' 2.000' 3.125" 1.1.000..l 1'X3.125'X.6"MULLION 8083-TO ALUM. *SECTION 2X6 ANGLE C1.P 8063.76 ALUM. X-SECTION 8.000' .128' .375" MM. 1-- 1.260' • I 125' X 3.188' X 285' MULLION 8003 -T8 ALUM. X- SECTION 2X5 ANGLE CLIP 006378 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1/16'. Mull Dimension (sheet 9) POT Part # Mullion Std. Clip Offset Clip U.Cllp Angle Clip 1° X2' X.125' (5) 68605 688113M 8881118M 888243M 886511M 1" X2' X.375° (8) 868008 888114M 8881119M 888244M 868512M 1" X2.75' X. 375"(7) 88807 688115M 8881120M 868245M 688513M 1"X2.75°X. 850"(8) 88808 886118M 6681121M 888246M 686514M 1' X3.125° X. 500 (9) 86837M 8881118M 8881114M 688242M 886515M 1.26" X3.188" X.285° (12) 86841M 6681117M 8861113M 688241M 888516M 1.28" X2.11" X.126" (15) - 89370 NIA N/A N/A 888517M CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR 111E ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18'. I-- 1.266' -"•I .900' 126' X 2.11' X .128" MULLION 8063T8 ALUM. X- SECTION Dimension Value (In) For Mullion: A 1.826 1' X2" X.125' B 2.854 Aluminum C 0.895 Tube Mullion D 0.740 A 1.126 B 2.404 1'X2' X.375' Aluminum C 0.636 Tube Mullion D 0.490 A 1.876 B 3.000 1 °X2.76 "X C 0.767 .376 Aluminum D 1.118 Tube Mullion E .460 Mtn. A 1.312 1 "X2.76X B 1000 .850° C 0.478 Alumll= D 0.838 Tube Mullion A 2.000 B 2 gg7 1" X3.126° X .600' Alum C 0.883 Tube Mull O 1.137 A 2.825 1.25' X3.188° X 285° Alum B 3.282 C 0.882 Tube Mull D 1.782 128"X2.11`X A 1.813 .121` Alum Tube Mull NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5.17 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0 CO 6 0 B- M 0 P Ct I I I O O r RODUCT REVISED s complying with dm Florida UuiIdin8Code s low No ra r:.. I/l%l 1 ;i12;P:..°duel‘.1..01 Comro 111IIrrIAA \\OW! LYNN 41/4/,11 CENS�c P 'i *' No. 58 705 *' STATE OF . •!(/�: A. LYNN,WILL6, P.E. FL P.E.# 68705 -.1 1.000* I-..- .rizaar 4.000' - 1.000" r+ 4.000' .126- 1 X4• MULLION 6083.78 ALUM. X-SECTION .126* .125* 1'X4 *X.375 MULLION 0083-76 ALUM. XSECTION .083 082° .438' 4.000" .37 30° BAY MULLION 608348 ALUM. X- SECTION 48° BAY MUWON 8983.76 ALUM. X-SECTION .128• .031' .166" .376' • 4•X .375' T•MULUON 8063.78 ALUM. X-SECTION 2.876° e .378* MIN. STANDARD CLIP 8003.78 ALUM. X-SECTION 3.126' CUT HERE TO .376' -`�„ CREATE F -CLIP. SEE 1 DETAIL F. BHEET4 8.600' i r -1 - I+- 17 J I I }--4 . For Mullion: r -I 3.887 -- _4 L J f CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1118% 8.800• STANDARD CLIP 608348 ALUM. TOPVIEW .126' .375' 2.250' 3.000• .128• NOTES: .740' 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6.17 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP 8083.76 ALUM. TOPVIEW U•CUP 8003 -TO ALUM. X- SECTION U-CLIP 606348 ALUM. USED FOR ALL? )I 4" MULLIONS. SHEETS 10811 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18*. LEO 2X8 ANGLE CLIP 8083 -T8 ALUM. X- SECTION 8.000' MM. .376° MN. 2X5 ANGLE CLIP 8083-78 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 8.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 4. 1/18'. Dimension Value (in) For Mullion: F 3.887 1° X4° X.125' O 1.000 Aluminum Tube H 2.680 Mullion F 3.167 1 °X4 "X.375' O 0.757 Aluminum Tuba & H 2.430 °T" Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mull Mull Dimension (sheet #) POT Part # Mullion Std. Clip Offset Cup U-Clip Angle Clip 1° X4° X. 125' (10) 69304 688111M 6681122M 886241M 868518M 1" X4" X. 378" (11) 66810 688112M 8881123M 886242M 688519M 1"X4" X.376" T (11) 68853 660112M 6861123M 668242M 688519M 30 Degree (16) 68849 N/A NIA N/A 6885110M 45 Degree (17) 68850 N/A N/A NIA 6685111M O_ Z 2 O. 'C 4 O PRODUCT REVISED ea complying with Ore Florida AeOdiegCoNoA G.06 a .. VII : Dads I, ctControl \ `0 ubYNN 1 bi ,' /. 2 ( � �•'CENSF`eF��i *' No. 58705 •.* /S�aNA� E��.�• / /IIIII1111\ A. LYNN MILLER, P.E. FL P.E.# 68705 f TABLE E Mull Dimension POT Pert # (sheet 0) Mullion I Std. Clip U•Clip Angle Clip 2° X4° X.28° (13) 88802 688281M 888271M 8386119.4 2° X8" X.25 °(14) 88804 688262M 688272M 8885113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 8.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.000°_I 4.000' 2"X4•X.26' MULLION 6063.70 ALUM. X- SECTION 2.000' 2 i G r i I % STANDARD CLIP r , .126' r iii i of i iiuiii "..,,,,,,,,,J.,,,,,,,,,,,,,,,,,,, 11013346 ALUM. X- SECTION 4 .376' MIN. 2 3.600' 1.490' 6.800' 2 CUT HERETO CREATE F -CLIP, SEE DETAIL F, r- SHEET4 .376' MIN. r • - - - -- I I I �I I I - -- 3.4 I L _ STANDARD CUP CENTER OF ANCHOR HOLE MUST UE 6063-TO ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 847 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 3.600" 8.600' 2 CUT HERE TO CREATE F•CLIP, SEE DETAIL F. r SHEET • .376' MIN. I 1 '-- -- L --;- I �I I I or r T Y -Iry 138' 4.888' 6.4 STANDARD CUP 6083 -T8 ALUM. TOP VIEW L_ 2.126' 2 --j - -.126" U.CUP 808378 ALUM. X- SECTION .125' F.375' 3.436" U.CLtP, 8083-TOALUM. ED FOR 2' X 4' MULLION SHEET 13 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHORO.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116`. U CLIP 608378 ALUM. USED FOR 2'X8' MULLION. SHEET 14 TOPVIEW -^I I-.126" 8.000' 378' MIN. 3.4 6. .375' MIN. 2X6 ANGLE CLIP CENTER OF ANCHOR HOLE MUST UE 8083 -T8 ALUM WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 8.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 6000" r 1 or r T 3.4 6. .375' MIN. 2X6 ANGLE CLIP CENTER OF ANCHOR HOLE MUST UE 8083 -T8 ALUM WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 8.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 6000" 2X6 ANGLE CUP 0083 -T8 ALUM. TOPVIEW MIN. PRDDUCT REVISED as Accoptence No complying with the Florida ,O DondingCoda 4 2 -11 aml Dade Con \`‘.‘‘‘.`! LYNry 447 * No. 58705 ' * _ 376" = = MIN. J�O. STA Olv�`` �i���S'•.' ORIOP• . ���`: A.L'MIIV 41LLL ,PE` FL P.E.# 68706 1 2b I r T 138' 2X6 ANGLE CUP 0083 -T8 ALUM. TOPVIEW MIN. PRDDUCT REVISED as Accoptence No complying with the Florida ,O DondingCoda 4 2 -11 aml Dade Con \`‘.‘‘‘.`! LYNry 447 * No. 58705 ' * _ 376" = = MIN. J�O. STA Olv�`` �i���S'•.' ORIOP• . ���`: A.L'MIIV 41LLL ,PE` FL P.E.# 68706 1 2b ,EXAMPLE 1: SINGLE VERTICAL MULUON NO ANCHORS IN HEAD T2• MILLION LENGTH SEE FENESTRATION PRODUCTS APPROVAL L SEE DETAILS. SHEETS 2-3 iY. r SEE DETAILS. SHEETS c 24 _� NOANCHOR8 M N NDOW SILL LIII_O?EMNG WIDTH vuLOTN THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON AU. FOUR SIDES. THE WINDOW FRAME DEPTH IS 24/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/50.0 PSF. 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULUON LENGTH IS 72' AND THE OPENING WIDTH IS 32' +32+1' =85'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULUON TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0/50.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A. SHEET 7, THE I' X 2.78" X.378' MULLION (LENGTH = 72", OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THISAPPUCATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.76" X .850° MULLION (LENGTH = 72', OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF +1 -72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)012 ANCHORS AND THE 2X6 ANGLE CLIPS WITH (4)012 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X (F) = 824.0 LBS (MAYBE USED TO QUALIFY 0 10 STEEL SCREWS FROM TABLE 4B) 72.7 PS EXAMPLE 2: MULTIPLE MULLIONS VERTICALL MULLION LENGTH S OPENING HMG& FOR HOME. MULLION L_ ewe DETAILS. DETAME. SHEETS 23 SHEET3 SEE DETAILS, SHEETS 1,„__ 3E',HORIZ. 24 f __J L-- 38', HOW. MULLIENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2418'. THE OPENING REQUIRESA DESIGN PRESSURE OF +555.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT Al' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32' +72'+1".108' AND THE OPENING WIDTH IS 36,413'+1' =73'. REFERENCING SHEET 22. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0145.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE I' X 278' X.378' MULLION (LENGTH = 108'. OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/ -18.1 PEW AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2' X 4' X 250" MULLION (LENGTH =108°, OPENING WIDTH = 80') HAS A DESIGN PRESSURE OF +/84.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36' +3(f+2•=74', NOT 73' AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN THE 73' DIMENSION (35.1/2' +35. 112' +2' =73`). 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE STANDARD CUP WITH (8) 3/18" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.912" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2° X 4' X 260' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MUWONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 30' AND THE OPENING HEIGHT IS 32' +72' +2' =108'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE USED. FROM TABLE 9A, SHEET 13, THE 2' X 4' X.260' MULLION (A LENGTH = 42', OPENING HEIGHT =1207 HAS A DESIGN PRESSURE OF 0-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH (4) 3/18' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 821 LBS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULUON TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 98 FOR THE U-CUP SHOWS THE ANCHOR CAPACITY 13 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A#12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-54.7 PSF FROM THE VERTICAL MULUON: +/ -170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO CMU: +1-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS N -84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULUON SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 1111 N JA I< r z �ic�t d L O = N n to 2 re W 3� m O) 2 IjM Q. TRODUCTREVISED un complying with the Flwldu EUIldIE5Code lc .ceNo J L t Dad801 /1/ NY tV !�i 'i �. • 'CENSF .4F"P it * No. 58705 STATE,O 1 :•4/1/ %As'•.ffOR10p`. ''c9 �/''/ IONAI.IE�:�`' A. LYNN MILLER, P.E. FL P.E.# 88705 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED L MI r.- iv- ,,, _Ai, A 01 , . � ', D LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED L 46A IfAS � ', D or r lie" LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS NGH / IfAS D or r lie" ,- Afl 4o, LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED � / v1 0o HINGED DOOR / — or ,- LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOAD NO OF VERTICAL MULLION LOADING OF VERTICAL MULUON PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULUONS EXAMPLES OF TRAPEZOIDAUIRIANGULAR LOADNG: LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF (2) HORIZONTAL MULUONS I I , I'I LOADING OF VERTICAL MUU.ION a SOD I\ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. ?RODOCf REVISED I,$ loiltliny complying 1N the Floii + Araa. tame No ter: 3y •vAvs tkV.1 YAIN 4y4,/%/, i No.58705 * ��Illlllli \ \ \\ A. LYNN MILLER; P.E. FL P.E.# 68705 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 214910 Permit Number: WS -3 -14 -519 Scheduled Inspection Date: June 27, 2014 Inspector: Rodriguez, Jorge Owner: SAXON, GLORIA Job Address: 9941 NE 4 Avenue Road Miami Shores, FL Project <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060171260 Phone: (954)792-4415 Building Department Comments REPLACEMENT OF 23 IMPACT WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 214829. CREATED AS REINSPECTION FOR INSP- 211472. CREATED AS REINSPECTION FOR I NSP- 209132. No permit on site No permit on site June 27, 2014 For Inspections please call: (305)762-4949 Page 19 of 23 May 19, 2014 SPECIALTY ENGINEERING CONSULTANTS, Inc. Mr. Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood, FL Re: SAXON RESIDENCE PERMIT# WS-3 -14-519 NEW BUCK AND MULLION INSTALLATION Dear Mr. Burnett: DADE - BROWARD - PALM BEACH Pursuant to your request we have reviewed the buck installation for the new windows. All bucks are lx full flange width and PT SYP No.2. The 1x bucks were attached with 1/4 x 21/4" tapcons at 10" o/c maximum through the existing window frames/bucks (that are below plaster and stucco level) and into the existing substrate. All window or door fasters are to pass through the buck and anchor into the existing substrate. Embedment depth is measured from the edge of the substrate. The bucks at the above mentioned address adhere to these specifications and comply with the requirements set forth in the Florida Building Code 2010 HVHZ. We have also reviewed the installation of the aluminum mullions and have found the installation to be in accordance with the approved plans and the Florida Building Code 2010 HVHZ. We hope that you find this information helpful and should you have any questions please feel free to call on us. Respectfully si Speci C nsultants, Inc. dam LeBlanc, PE Director of Operations State of Florida: Registered Professional Engineer: #0077012 Certificate of Authorization: #009217 2014 1599 SW 301 Avenue, Suite 20 - Boynton Beach, FL 334326 - Office: 561- 752 -5440 - Fax: 561- 752 -5542