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f?_1E USE ONLY: .�; FILED: — PERMIT NLTI►ER: / ' �o� �PLANP.EVIEWFEE: • RECEIPT NO.: D �� 40 C014CUMNCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED INTO BE ACCEPTED PLANNING& DEVEL OPMENT 'SERVICES DEPARTMENT BUILDING,& CODE REGULATIONS, DIVISION 2300 Virginia Avenue SQ Ft. Pierce, FL3402-5652 ANNEry 772462-1553 BY St. Lucie County APPLICATION for BUILDING PERMIT' CERTIFICATE of CAPACI HONING COMPLUNCE PROJECT INFOM"nON 1. LOCATION/SITE ADDRESS: �� l ��� `� 9-411 ' a0 " 2. PROJECT NAME: X017,ot eof SITE PLAN NAME: , i�/f X,lia&G-Y 3, PROPERTY TAX ID #: 7 �0✓�'3 4. LEGAL DESCRIPTION (attach extra sheets if necessary): /" ��% �'► a [ toy �,��a��' 5. PLAT BOOK 0 6. PAGE NO. 24, r ( 7. BLOCK NO. ' S. LOT NO. M 7 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIm ENSIONS: i0. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY.A_:_ .SiOC 4:: ij , %, S/t�E7✓�er f/fi�/ / ��G � ,�tf�� !'r/® �os� i'E�lr ct r-irr i`�lv %�' yaLx; 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: _ 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] DnRIOORRR NOVATION RESIDENTIAL [ ] COMMERCIAL I ] . ] OTHER (SPECIFY) �✓.ej CG' f�ca Si ®ir 13. DESCRIPTION OF PROPOSED USE: o ✓c t 14. SQ. FT OF CONSTRUCTION. ® 15. SF. FT -1st FLOOR: 16. VALUE OF CONSTRUCTION: S e The value of construction is used to determine the amduot of permit fees to be assessed st Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with shOar types of construction activities. Ifthe value is $2500 or mare, a RECORDED Notice ofCommencemeat must be submitted with this application SLCCDV Form No.: 001-02 UPDATED 60/09 e OWNER INFORMATION ` NAME: +" ADDRESS: lZ/ G CITY• STATE: Lip} �':'2141'l PHONE (DAYTHMO): ( 3 3� " ®�.� EM41 IF THE FEE SWLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SHRLE TITLEHOLDER: ADDRESS: CfTy; STATE: ZIP: PHONE (DAYTIME): (� CONTRACTOR INFORMATION ST. of FL REG.CERT #: �%Q �- ST. LUCIE COUNTY CERT #: "BUSINESS NAME: QUALIFIERS NAME: C4%r "ADDRESS: � " � C.- 69 � ,�" `1Gr CITY: STATE: ZIP: �� PHONE (DAYTIlVIE): � _off I7/`����r% FAX NO. '% - E*,L ARCHIT/ENGINEER ° ADDRESS: „L u. H CITY: ZIP: PHONE{DA'YTRIAE): U BONDING COMPANY: ADDRESS: f CITY: STATE:- ZIP: MORTGAGE LENDER ADDRESS: CITY: - STATE: ZIP: BRORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will 6e voided and returned to you by mail. ,r4v_0rr irATIaN•'1 This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all aws regulating construction in this jurisdiction. I understand that separate permits work-vall by performed to meet the standards of all l may.. be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build: the subject structure which is in conflict with any applicable homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room . additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms,. utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE TIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACJIMENT: AS A CONDITION OF ISSUANCE OF THUS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. R OR C NTRACTOR SIGNATURE ANTRAR SIGNATURE 1 STATE OF FLORID j STATE OF FLORID �� COUNTY OF. C.iJI (si COUNTY OF The foregoing instrument was acknowledged before me this �_ day of by broil- �", n0 e,be l who is personally kno or has produced The foregoing instrument was acknowledged before me this day of 20 1 , by k C . )e—h4f rho personally l n or has produced as identification. as identification. a e of Notary S, ature of Notary commission No. 11 3o LAURIE C. SNYHROffi ion N0. ���t1 .2 " :I, = Notary Public - State of Florida ,•;��"` "�s';, l AURIE C. SNYDER My Comm. Expires'Aug 1, 2013 ? :°�=' Notary Public - State of F Commission # DD 911387 oQ,:,r My Comm. Expires Aug 1, NOTE: TWO (2) SIGNATURES. �ft1EQ 'E iJl -1 Ulm MUST BE NO D '' �' PI tM IR11 THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PE THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY SECTION TOWNSHIP . LAND USE Q RANGE LOT CVG % / m r MAP NO. TAZ N0. ZONING T FLOOD ZONE FIRM MAP # lSTFLR ELV MAXHGT CONST TYPE OCCUP TYPE OCCUP # OF FLRS SEWER ' SPRINKLERS STORM WATER WATER LOT OF REC LOT OF REC LOT SPLIT REQUIRED LOT SPLIT APPROVED Bcfore`1/1990 After 111990 REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE LIBRARY PUBLIC BLD PUBIC BID PARKS BRACT BRACT IMPACT FEE DFACT FEE FEE CORRECTION FEE GNERAL SCHOOL S ROAD . CREDIT Y N _ LAW ENF IMPACT IMPACT BRACT FEE FEE FEE FIRE/F, s DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE REQUIRED FEE VARIANCE FEE IMPACT \, FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS ' LOT OF RECORD FEES. REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING ! / •REVIEWS FRONT ZONING :SUPMIV[SOR PLANS VEGETATION ,i ;SEATURTLE "REVIEW MANGROVE.. REVIEW COUNTER REVIEW REVIEW REVIEW REVIEQV • . DATE v�,p : pskof/a�4am +. ¢ic_.:,.raSr. axe '• •�I „/ w i .... R,RE f.D:w✓.L.'A .rs: _1? ''' J _ ..,:I.:f.,,. �t , S f r• D�A�T,(E-'b;c: ;; 3i;i:.f /��+ D !l',oMI?�rf ,_` ! �' / wl Gt1 '! fl'.^ S ht I. �. 5:.i •ff 1+ - itah,}f•"'..+. •-etl.'.:. mz•-^ ... :.: tr+—t.- i ,,:/..t":}.Y SCOPE OF WORK Rohrer Residence Remove existing Masonite siding on existing residence and install Hardi-Plank Lap siding on Tyvek on 5/8" CDX plywood fastened per N.O.A. Remove existing windows on existing residence and replace with P.G.T. Impact windows, sliders and ellipse fixed glass where marked on plan provided. PON JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3658208 OR B -349 PAGE 342, Recorded 12/20/2011 2:14 PM F AIR RECORDING -RETURN TO: P MIERV T NUMBER L This Space is m'o- 'd for rrtnrdinp' Snru NOTICE OF COMA ONCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: Y42 -403-6419-OpE SUBDIVISIONA&AGr BLOCK1Pt//01"I TRACT TAT '1 RT.rV_ TTMT rl ini lrinl�2 2. GENERAL DESCRIPTION OF IMPROVEMENT: L ,lei '1, 5 tdt lia 1 C 3. OWNER INFORMATION: a. Name rig O hje,r b. Address M LL 3 qe1Q c. interest in property d. Name and address of fee simple titleholder (if other than owner)_ 4. CONTRACT9R'S NAME, ADDRESS AND PHONE NUMBER: 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND AM 6• BOND LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices oYd0dlocurnents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: �� NAME, ADDRESS AND PHONE NUMBER: G C JZ So�L%D jLW� (C(yaQ Li✓ d&, 1�C iw.11& 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 96C 713.13 (1)(b), Florida Statutes: /_ /� NAME, ADDRESS AND PHONE NUMBER: jA0,1UE 5.t,N�t�L %3Si0 �v(lSci�Sl /Gt7 PC#Z�lryr 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20_. Signature of w er or Print Name and vide Signatory's Tttle/Odiee Owmr's Autho ed Officer/Director/Partner/Manager State of Rerida M 0JAf Se�A County of M(C 1S The foregoing instrument w�aslaclmowled ed before me this day of .l M\JG ' 20 1 By Y 1Wht (,� as ( e� f erso `_ A (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For `l Y / (Name of p on behalf of whom instrument was executed) Personally Known- or produced the following type of ID: OORMW (Printed ofNo � � (Printed Name of Notary Public) (Signaz of No ubl' i. nl) ��_ Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Z=70s).= wner(s)'Authorized O1Lcer/Director/Partner/Manager who signed above: By: By iti..03=00r(R—,d ng) STATE OF FLORIDA ST -DCIC' COUId TD 1 0 ERTIf TH�i T� iR rill? Gf;Ef C4 Y� SEPH Date- 0 TE Planning & Development Services Building & Code Regulation Division Review Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 12787 MARINER CT City / State / Zip: PALM CITY FL 34990 Parcel # : 4425-603-0019-000/4 Jurisdiction: St.. Lucie County Zoning: PUD Lot#: Block: APPLICATION INFORMATION Permit Number: 1112-0263 Activity Type: Permit Type: Building (Miscellaneous) CONTRACTOR INFORMATION Contractor Name: WEBER, PATRICK C Business Name: OAK HAMMOCK CONSTRUCTION INC Business Addr: 5240 ROSEWOOD LANE City / State / Zir VERO BEACH, FL 3296 REVIEWS AND COMMENTS Page 1 Owner(s): Harry 0 Rohrer Jr Susan L Rohrer Application Type: Building Permit w/o subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-299-0746 Review Type Status Reviewed By Date Started Date Complete Date Released Front Counter Review Complete Audrey Humphrey 12/22/2011 Plans Examiner Review Incomplete Joe Cicio 01/23/2012 01/23/2012 1 Comment SUBMIT DUPLICATE COVER E OPENING SIZES WITH THE ASSOCIATED DESIGN PRESSURES F P PER CODE ** THEN IDENTIFY WHICH TABLES IN THE PRODUCTAPP PROPOSING FOR THE WINDOWS, EYEBROWS AND SLIDING GLASS D 01/23/2012 2 Comment SUBMIT DUPLICATE IGHLIGHTED CODE SECTIONS STATING THE FASTENER TYPE AND SPACING FOR THE 5/8" CDX SUB -SHEATHING WITHIN THE WINDZONE AND EXPOSURE FOR THIS STRUCTURE * THE N.O.A. FOR THE HARDIE SIDING DOES NOT SPECIFY THIS 01/23/2012 3 Comment IS THE I A POCKET DOOR ???AS IDENTIFIED 01/23/2012 4 Comment COMMENTS MAILED AND FAXED AS OF THIS DATE To Be Review by Plans Exan Complete Joe Cicio 01/23/2012 01/23/2012 l TRANSMISSION VERIFICATION REPORT TIME 01/21/2012 12:47 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.# BROE5J278861 DATE,TIME 01/21 12:46 FAX NO./NAME 917722990793 DURATION 00: 00: 22 PAGE(S) 01 RESULT OK MODE STANDARD ECM Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Vlrginis Avenue Fort Pierce, FL 34982 Phone: (772) 462.1553 Fax: (772) 462-1578 Review Comments PROPERTYINFORMATION Address= 127'87 MARINER CT City ( State I Zp.PALM CITY FL 34990 Parcel # : 4425-603-0019-000/4 Jurisdiction: St. Lucie County Zoning: PUD Lot # : Block: APPLICATION INFORMATION PerMit Number: 1112-02133 Activity Type: Permit Type: Building (Miscellaneous) CONTRACTOR IJVFORMATTON Contractor Name: WEBER, PATRICK C 8uslness Name: OAK HAMMOCK CONSTRUCTION INC Business Addr. 6240 ROSEWOOD LANE City I State I ZiF VI:RO BEACH, FL 3295 Page 1 Owner(9): Harry 0 Rohrer Jr Susan L Rohrer Application Type. Building Permitwlo subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-299.0746 REWEWS AND COMMENTS Review-Tym §108 Review-0 Date tarted date CgmyleM Date leased Front Gaunter Review Complete Audrey Humphrey 12122/2011 j, ririn o112312012 �X Z � FILE COVY llo CONCEALED FA51a1ERS OR AttACHG1EN1! ARETHE AESPpNSIBiLIiYOFTHE COMMA OF P=RDI X/Z- MIAMI-D gLTMDING CODr, COMPLIANCE OFFICE (KCCO) rxODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) N[ xmi-DARE COUNTY. PLORIDA METRO -DARE FLAGLER )WILDING 140 WEST Fl AGLER STREET, S'UYrE 1603 N11AMI, FLQFjDA 33130.15153 (30S) 375-2901 FAX (305) 375-2908 James 1lardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under tho applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AW). This NOA shall not be valid After the expiration date stated below, The Nfiami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than MWW Dade County) 'reserve the right to have this product or material tested for quality assurance purpose. If this product Of material fail' to perform in the accepted Mover. the manufacturer will incur the expense of such testing and the AM] may inuWdiutely revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is deteralined by Miami -Dade County Product Control Division 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 14urricane Zone. IlardisoYllit and Cexnsoffitt DESCRIPTION: Ha'rdiplank, Cempl�t k, Hardipanel, Cetttpanel, APPROVAL DOCUMENT: Drawing No, BP-NL-8X, PPLK-M & Id801:�1T-8X, titled "Hardipanel & Cempapel; Hardiplank & Cemplank; Hardisoftit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04102/04, bearing the Miarir►i-Dade County Product Control Renewal stamp with the Notice of Acceptance number And expiration date by the Miami -Dade County Product Control Division. MISSILE IM13A.CT RATING: Large and Small Missile Impact LABELING: '&ch unit shall bear a permanent label with the rnanufaeturor's (name or logo, city, state 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 hus 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, than 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. document This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval mentioned above, The submitted documentation was reviewed by Carlos A Utrera, P.R. NOA No 07-0418.04 Expiration Date: Msy 01, 2012 Approval Date: May 31, 2007 Rage I SO/TO 39Vd A-iddlS DNINNdW 688999VZLL 9Z:El TTOZ/TZ/ZT James Hardie Building Products, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING (submitted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipane] & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No FIPNL-8X, 11PLK-4X8 & HS0FF7T-8X, dated-04/02/04, with no revisions. signed and sealed by R. L. Qgana. PE. B TEST (submitted under NOA No. 02-0729.02) date Signature Laboratory Report Test 1. ATI-16423-1 PA 202 & 203 03/18196 A. N. Reeves PE. 2, ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE I. Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02.0729,02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. 2 Evaluation Reporc NER-405 issued by National Evaluation Service, Inc. on 01/01193, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J, L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16102 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diereks, Technical Services Manger, 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April 3, 2007, signed and sealed by Ronald 1. Ogawa, P.E. Carlos M. Utrera, P.E. roduct Control Examiner NOA No 07-0418.04 Expiration Date: May 01, 2U12 Approval Date. May 31, 2007 E-1 90/ZO 39tld Aiddns JNINNdW £88999PZLL 9Z:£T TTOZ/TZ/ZT Ld 0 a IL crj 00 CA Lo In LO NT CV r- M1 lf) N m m CV CN I - CV r1 WALL LENGTH II it !I ell II i II I it it II li II II II II ii i I ll II II li II WALL HE1T I 11 I! ll II �I J1 i I I ii i t I I it II i II it II li I I� I II Il lli L 111L�1 L — — _J — — __1 -- $ STUDS 16' C.C. DETP_IL A HARDIPANEL & CEMPANEL SIDIN'o INSTALLATION DETAFLS The panels are applled verticolly, ovaiding horizontal ,Joints, aver 5/6' (5 ply> APA rated plywood supported by a m'nlnum of c'x4' good. srw_: s or 20 ga. z 5/8' x 1 3/B' steel studs spaced a moxinun of 16' o.c. When installed on good studs panels shall be fastened with 6d x 2' Lonlvarized bex naRsj an steel studs It moll be FOs ened wi h CS x I /6' x 0315' corrosion res1stonce H.O. ribbed bug `e scre*s, The $ +UDS (METAL as eners a ". pace o.c, oraurrj the er meter of OR WOOD) - lt,e panel and Internedla:e studs, r veh # iroug t yacod sheathiig In -to uds. tl johts shall be over studs. HaEs and steers shall have a Mninum edge distance of 3/81 and a KInimum cleoran-ce of z' from the corners. 5/B' PLYVME SHCATIiING SHALL BE ATTACHED TO THE STURIS IN Af-MRDANCE 70 FLORIDA BUILDING CaDL, WITH ANOTHER SEP OF NAILS OR SCREWS AS LtUERLINEII ABOVE. DETAIL A IIESCRIPTION Nororpanet & Cenpnnel siding material is a non asbestos Fiber cement proatJGt tested I In accordance Y9th AST C-11M mnd meetl-Q the requlrements of the I Flarido. BuLding Code. = �, �I •. •-t PANEL DIMENSIONS VI¢th length Thickness ; 413' 819130' DESIGN PRESSURE RATING ' , ;A�` . ,S Instollatlor. Design Pressure Wood Frome -76 PSf J, 8 , Metal frame -m4 P5F l NOTES l) ALL ItlSTALLATIUR SHALL EE DONE IN C1314FORNA11M WITH THIS NOTICE 11F ACCEPTANCE, THE t✓ _ UFACTLRER'S INSTALLATICW RECUMNENDATIGNS, AND THE APPLICADLE SECTIONS GE THE FLORIDA EUILDING CODE. 2) STUDS 13F METAL ❑R WG(IB WHERE HAROIPANEL 6 CENPANCL WILL BE INSTPLLED SHALL BY DESIGKII BY AN EKANEER OR ARCHITECT PER jlE F_EL. AND THE i REDUIREMENTS OF THIS NdI.A. SEGTI❑N B—B ' e�m.v:�u�j� k; ASTENER HARI)IPANEL & CEMPANEL SIDING r -- WATERPR❑OrING PER 2tZl •6-�.i OF F.B.C. ' PLYWOOD ATHING JAMES HAROIE f nI� PR JNi' d_Vj" ord ibe cePy.V* it."k, ore the Pro,erty o£ mow above carp-y u f aocord'0Y the OEM=. h coy ratwrtol firm �hatsxver. Mi-HARDIPAHELD& CEMPANEL® IHSTFILLATI❑N DETAILS______ Iml f]..K i VEME TMTANA, rat 9L'S37 IXs-35"3oa FAx, 509-4V-aE34 1 0Lf2UC 4 iu hrv.I/3 m* NTS 91- C OIERCKS E: jn_ V 1,J 0 a a. m CO tb LO Ln Lo d CV N r` lf) CV cri r-I r-I m CV r-I C'4 t C'4 c-4 WALL HEIGHT" 5-- WALL LENGTH I l !I II Il it Il I E I ll II II I! !I l ll I! II 11 Il i ! II I( II 11 II ! i I I II r n STUBS 16' O,C, ` :J DETA VARDEPLANK 6 CUPLANK SIDING INSTALLATION DETAILS The plonks are applied horizontally commenting from the bottom course of o Ball W" 1 1/4' wide laps mt top of -time plank. The optional. PVC cover molding 1 5/8' hide >s applied to the bottom plate under the bottcei plank course. The vertical ,Joints must be over framsig rprbers. Dptiorml PVC butt Joints Inserts are used for on -stud joirnting. The planks are to be Installed over 5/8' CS ply) APA rased plywood suppor:ei by a minhwim of 2'x4' wood studs or 20 ga. x 3 5/6, x 13/B' steel studs spaced a STUDS WETAL maidnum of 16' o.c. The SWIng shall be fastened through over OR WOOD) lopping planks 01-t i 8d x 2 1/2' lcxi nlvan' ed box nails over wound studs or ylth !IS x 2 ion x .31 corrgs an resistance Msteek er s uds. the fasteners sha 1be area SB' o.c. verticall and 1b' ux- thrd7Fgbthe 5 8' 13 WKaad sht'OTrma. e edges shall always be observed. ACCOROANCELORIDA 3TO. FuBU BUILDING CC111E, Vj H ANOTHER SRi%I-L BE ATTACI-EP TO THE SSET DFTUDS N NAILS 13R SCRs APS AS UNDERLINED ABEIVF, DETAIL A , DESGRIPTILIN H,arc6plank b Cemptonk siding materlat is a non _ asbestos fiber cement product tested in accordance %it4t ASTH C-1185 wd. meeting the requk-ements of the Florida Building Cade. 1 FLP!1K DIMENSIONS J Width Length Thbclmess <-S 1/2' 12 P. 14' 5/16'- D_SI"uN PRESSURE RATING l' `` Instollotion Design Pressu^e Wood frame -9E PSF 14etal Frome -92 PSF N76ES 1) ALL TKSTALLATiON SHALL BE DONE 1N CINFORHANCE WITH THIS NEITICE OF kCCEPTANCE, THE RAWIFA_CILRER'S INSTALLATIEN SEC IE4`4S OFF THECUMI+ENO FLEIRIDAABIALD1NG CUIDC.P�E El STHDS OF ITTAL 02 VOD4/ LHERE HABBIPLANK & CEI4PLANK WILL BE INSTALLED SHA'-L BE DESI6KE' BY F4 ENE1h1=ER ER ARCHITECT PER THE ' F.B.i . A4:I+ THE RER'JIREMENiS Cf THIS NJO.A. SECTION S—B MDimniBm an^T•?•�7;&A Oa raw 5/6' PLYWOOD SHEATHING e) WATERPROOFING PER 2"l21.6 L'A OF F.B.C. NAIL OR SCREW ,RDIPLANK CEMPLANK SIDING DAMES WDIE EPJ1-NNG PRODUCTS 7 awe�:ww Yea?I%cR? Ifp'LtiF�+ -41 R ', TnS *�Ykv WA the oWyrWnt the Al ¢K the property aF -&- ebWc r—Pwy end ocaor�•-y i<x at-n�Yy cwsi rut 6e �d ar repro*'Mdd In ery rva4erlal f¢ n NMtsaevrr. LANK"' & logo'. ELL AVEIVE Fa awo, CA 923-V 90'?-356-6300 TAX, 509-427-"34 tr In m [n m Ld QU a CL IL I LO 0 Z H Z Z m m 00 Lo 117 lD V CV r- r- LO CV l�7 SUFF1T LEHTGI: � II � II II li II I li I 11 11 11 II II II II II CI l � l II II II II I1 I SUFFIT 4/1I] TH Il ll II If Il l ll _ II Il II ll I 11 II li ll II I I Il ll 1j11 Till IlI I B TRUSSES 16' D.C. • I]ETATL P_ TRUSSES (METAL HPROISO=FIT B CENSOFFIT PANEL INSTALLATION DETAILS ❑R WOOD) The soffit panels are to be ikstolled over Vlnhum 2'xt' wood Jolsts or all ga. x 3 5/8' x 13/6' stee[ Joists spaced a maxlm"m of 16' o.,- When Installed on good Joists Nordisoffit shati. be fastened wtth Gd x 2' long golvanlzed box ncAsl on steel studs It shall fee rastened Pith 46 x 1 1/4' x 0.315' corrosion resistance Kill. ribbed bugle screws. The fasteners shall be plored 4' D.C. oravid the perimeter of the ponel and HARDIS©FFIT interrsediate stuffs. Malls anal screws shelf have a minlrrjr, e6ge & CEMS❑FFIT dis'tame of 3/8' ord a "Vfih n clearance of r from corners. PANEL FASTENER ULLHP" SECT113K ItESLfii1FYI11A disoff = & Cemsofflt panels material Is a nor.- t�� asbestos fiber eenent product tested In accordance vv. ii ASTH C-11135 and k meeting th.e reciLdrements of the ' Florida Bolding Code.' `+ SOFFI T DINENS[ENS :y : Width Length T".glr_kness <4W s,9,10' 1/4' E. 5/16' DESIGN PRESSURE RATING Ins-Wlotlnn TFeS9M1 Pressure 'doou. froae 353 PSr 5 Heal frare t 53 PST NOTES 1) ALL INSTALLAI [ON Si4A! L BE DONE IN CON1711RHANCE INSTALLATIONRECOMNENDAATTIiINS,CA" THE AFPLICAPLE S SELTIDNS Or THE FLORiDA DIIILDIKrr CODE. 21 TRUSS IF METAL [IR VDOD WHERE HARDISDF IT k C♦=MSOFFIT VILL HE IffSTACLEO SHALL BE DLS.TGRED BY AN E1151NEER OR. ARCKITECT PER THE IS F.,C. AND THE REQUIREMENTS EF TMS RSIA. ft+OjlS ILTlf i�lIE97� wit, ji�!i?TP•l1b � I:7ttW1 CJ='.•ratTCAr:= :u•�Y.� lz a.- .P�odwtiictenl taeE1LK.: Cu"??JSF.P JA1�IN flk IE msol all lE rQlrr�Ia. rA SM37 _ Kt k F CrSfAx�594-4Z7--D534 f l This drasft nrJ t1x C%1'r�ht tlh—h am thz d1E 64/02/2004 above emp-my tad °c�'"d"B ' mt to apled ar rtr p34 irMFFST—BX 7the Bust any 't'. l fa-n .raEsm�e.•. 9t� l0. 3/3 'r"HARDISDIFFITO L CEMSOFFITO NTS TnicTALLATION DETAILS - ° eea DDERctfs • 7 MIAMI MUM[-DADE COUNTY, FLORIDA 0 METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 _NOTICE OF ACCEPTANCE •(WA) www.buildingcodeonline.com PGT Industries 1070 Technology Drive, Nokomis, Fl. 34175 SCOPE: This NOA' is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 DivisioCCIW 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "SGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002, titled "Series 770 Alum SGD-LMP', sheets I through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Limitation: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. t�uwFanDEC ERM �\�o NOA No. 09-0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Page I t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0002, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL- 6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoroso, P.E. 2. Glazing complies with ASTME- 13 00-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I.- DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus", expiring on 0/14/2012. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours, for "DuPont Butacite ® PVB", expiring on 12/11/2010 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08-19-09, signed by Robert J. Amoruso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. sbaq L Chanda, P.E. Product Control Examiner NOA No. 09-0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 E-1 I I GENERAL NOTES• SERIES 77A I MI SLIDING GLASS DOOR I. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED SEE TABLES 1, 2 813 ON INTERLAYER TYPES - SGP - .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. SHEETS 7,8 & 9 G4 - 7/16' LAMINATED: (2) LITES OF 3/16- HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1hr HS GLASS WITH AN .090 DBPVB INTERLAYER. G41A - 9116" LAMINATED: (2) LITES OF 1/4' HIS GLASS WITH AN .090 SGP INTERLAYER. G5 -1" LAMINATED I.G. 3/16- T EXT. CAP + 3/8- AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16' HS GLASS WITH AN .090 DBPVB INTERLAYER. G6 - 1' LAMINATED I.G. 3116' T EXT. CAP + 3/8' AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16' HS GLASS WITH AN .090 SGP INTERLAYER. GSA -1' LAMINATED I.G. 1/4" T EXT. CAP + 5/16' AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16- HS GLASS WITH AN .090 DBPVB INTERLAYER. G6A -1" LAMINATED I.G. V'r T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16' HS GLASS WITH AN .090 SGP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130 NOA DRAWING MAP SHEET GENERAL NOTES.............1 QUALIFIED CONFIG.......... 2-4 GLAZING DETAILS ............ 5-6 ANCHORAGE .....................7-15 DESIGN PRESSURES 7-9 ELEVATIONS ..................... 1 5-16 CONFIGURATIONS ........... 17 VERT. SECTIONS..............18 HORIZ. SECTIONS ............ 19-20 PARTS LIST ....................... 21 EXTRUSIONS .................... 22-23 0. 3. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 16. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6.REFERENCES: TEST REPORTS FTL-0980, FTL-5993, FTL-Ml,'FTL-6014, FTL-5015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 AND FTL-6036, DATED 8/7109. ELCO TEXTRON NOA: 07-0425.01, 03-0226.05. ANSI/AFr;PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH = PANEL WIDTH - 7" B. D.L.O. HEIGHT = PANEL HEIGHT- 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13-15: I. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4' ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4" ELCO SS4 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1 x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9. FOR ANCHOR TYPE 4 ARE ACCEPTABLE. i. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrate Screw Andwa2e Animurn Embedment and Minimum Edge Didamca Requirements Need and 3411 Jambe Concrete tin -Grouted CMU Ground CMu NA Dla. Min. 8mb. Min. Emb. Nin Ed Elea unracort 114" 1 3!D 2 1R MEmwm,Min. 1 3!4 2 1/2 air 1 314 1 1M 1 3p 2 12dco CretMlex SS4 Ile, 1 314 2 1/2 Nod Recommended P4bok (Anchor Tendon) P41ook Mounting Adapter (Anchor shear) Concrete I Grouted CMU Concrete Grouted CMU Type Dla. Min. Emb. Ytn Ft! I Min fimb.1 Min. a Min. DntLl MMo. Ed Min. Fink Min. Ed mcoultracon 114' 1 314 1 2 12 1 X41 1 2 12 1 314 2 12 —1 314 1 1/4 "'co Crete -Rex 334 114- 1 3/4 1 2 12 Not Recommended 1 3/4 1 2 112 Not Recommended NQKAWQ FL34275 P.O. eQK rase N0107N14% FL 3274 Concrete Strength Requiramsnts Typo DIa. IV Eko IJitracon 114' 2700 psi fill" 3500 psi Bco Crate -Flax SS4 11'r 1 3350 psi Definittorts: Emb. = Embedment Ed = Edge Distance Mim = Minimum CONCRETE SCREWS STRENGTHS: FyMIN. = 135 KSl Fir ANN. = 177 KSI risonry StrentiM Requirements ungremled CMU I ASTM C-im ASTM C W WM grout conewing Grouted CMU to Socllam 2105.2.2.12 and R609 or the FBC. Wood Sanws (Hand, Sill & Jambs) In. Type IMIn. bj Mln. Ed 812 Wood Screw I 1 3I8" 1 1" Eloo Cuts -flax SS4 1 1 31S" 1' UNLESS OTHERWISE N07ED SERIES 770 ALUMINUM SGD - LMI arraure men mace ar.ylla Sb107M NTS 1 - M PGT0002 APPrmc-1 as rret*ling arid[ the Florida Ua„is3 cQdc DetezrimauMt / O�JO NQAB of-0 _ja Miami Didefraiu:lCLNrol av � � • LI •r Robert J. Amoruso, P.E. APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-9 SEE DP TABLE SHTS. 7-9 Xp SEE DP TABLE SHTS. 7-9 I 1 I I SEE DP TABLE SHTS. 7-9 � I I I I ---J SEE D.P. TABLE, SHTS. 7-9 SEE D.P. TABLE, SHTS. 7-9 xo, ox, xx, xxp SEE DP y� TABLE Y� �W� SHTS. 7-9 � I I I f. ---J SEE D.P. TABLE, SHTS.7-9 a oxo, oxx, xxo, oxxp, xxxp R oxxo, xxxo, oxxx, xxxx, 14 p CORNER, TYP ,3 POCKET, TYP. POCKET DOOORS ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, O SIGNIFIES INOPERABLE PANEL. rpopy�,yE a.tvnc.,ricu �.v�rrrr,vrtn r rv�va h 11(vm FL 3{276 T� P.G. BOX f= SERIES 770 ALUM. SGD - LMI SOD771 NTS 2 d 23 PGT0002 B all Ap�rJ cs «xs;k`riro �ilh v'e n� � to NOW ) Dade hoccrl QW101 Mvrw 4 t • V a. 1_ Rolwt J. Amoruso, RE PE #49752 SEE D.P. TABLE, SHTS. 7-9 �[► ! N l fir fir fir ITN [T.. LTM QriC! fir fEr fD fir oXMO 1 XMXo 1 O^MX 1 xxxxx, xxxxxp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 S TA SF APPROVED CONFIGURATIONS SEE D.P. TABLE. ro T6CJ#iM0QYDWW N0JGYAk '. FL 34275 PA Box 15n NQWAa$ R.3W4 Q! qr♦Q! frrfn ♦Ir a . fly fC.1 -----, SERIES 770 ALUM. SGD - LMI Gorr >1re oft� swm NTS 3 d 23 POT0002 Appm-od x camPt."LU VA& M& l=1 11 Ys Udd IAW Ciueaa NoAl M1201 D>do ft@dW STATE OF .41 �.� 0 R 1IQD.. .� Roben J. Amon*o, PE. PE #49752 APPROVED CONFIGURATIONS: SEE D.P. TABLE. oxxxxxo, xxxxxxo, oxxxxxx, xxxxxxx, xxxxxxxp SEE 90' CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE. SEE DP TABLE SHTS. 7-9 Appruva3 w oowp!cng allh 04 Ft�ry,� trwsc C;,uz D24w AA14 r L 2010 NCAI.� -o s ro Mt.osl Dale V �: GbWd ID oxxxxxx , xxxxxxxo, oxxxxxxx, xxxxxxxxt E G K ��OOt�,Q;•'�•EIVS-.d�'.�. xxxxxxxxp 49 �l,•'; � -* = _QUALIFIED CONFIGURATIONS '•�s�.R �oP6`���� DRIW aW or,�WV a P��o�oFO�mvrB ' OKWIA F� SERIES 770ALUM. SGD - LMI ,�''•S;�MA� E;:•``� - aw 1V16W A PER KW DADECOANEWN P.O. BOXIR9 _ S C mar OOaVW9 °Yw FL v+ oos 7m NTS 4 d 23 � PGT0002 Q Robert 04""Uso. PE. PR _ _ MM& EXTERIOR 2R 3/16" HS GLASS EXTERIOR 204. 3116" HS GLASS .090 DBPVB 3/16" HS GLASSr3/4' .090 SGP 3l16" HS GLASS 74 WWI 7/16" NOM. 82 ��—M. 82 I----__--- S 3/4'NOM. GLASS 80 1 + 80 ( I fJ BITE 54 �54 6" LAMINATED GLASS TYPES G3 7/16" LAMINATED GLASS TYPES G4 EXTERIOR 203 1/4' HS GLASS EXTERIOR 205 1/4" HS GLASS O90 090 PVB 114" HS GLASS SGP 74 HS GLASS 74 9116" NOM. 9/16" NOM. T 82 I _ — j 81 82114" 314" NOM. GLASS BITE 81 i r 3/4' NOM. GLASS BITE "ppmv Cpyt.ewl:�. o -A ; a0 Ml.asl R"k tioQ�s1 �— 1 � 1 • u1.L. 9/16" LAMINATED GLASS TYPES G3A 9/16" LAMINATED GLASS TYPES G4A i 49" 1t 1 5 7E OF 107D TE'GNYOLOGYORW GLAZING DETAILS ........ w .." NOKOWS. FL XsTa SERIES 770 ALUMINUM SGD - LM! ��•�•S;ft doll� �; SMC 11/16W A PER MIAMl134DE COMMENTS P.O. "15n arr.rc are laht o.+tirr � Orr AIOKCWA FL SW4 �® 8QD77i1 NTS 5 d 23 PGTi7001 A RooPE B oo� P_E. EXTERIOR 21 Q 3/16" HS GLASS 212 3/18' HS GLASS .090 DBPVB —� EXTERIOR .090 SGP 3116' HS GLASS 3/16' HS GLASS 3/8' AIR SPACE 3/8" AIR SPACE 3/16' T GLASS r314"�NOM. 74 3/16" T GLASS 1' NOM. 1' NOM. 83 83 3/4" NOM. GLASS 79 BITE TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 s 1" LAMINATED I.G. TYPES G6 55 EXTERIOR 21 1 3/16' HS GLASS 213 3116" HS GLASS -� .090 DBPVB EXTERIOR .090 SGP 3/16' HS GLASS 3/16' HS GLASS 5116" AIR SPACE 74 5116' AIR SPACE 74 1/4" T GLASS 1/4• T GLASS 1• NOM. 1" NOM. 83 83 3/4' NOM, 314" NOM. Apprww m cooplrlas w1fa On Fl" L+s r GLASS GLASS 8qc 4 j 2o�p 79 BITE 79 B� NQA4 ova •ro Miami oak Pradut Liwerl TRUSEAL DURASEAL SPACER —/ TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES G6A C � 11b11v Ix TE OF ;1W WTECHNMOGYMW GLAZING DETAILS �'�, c° � Q R tipP ` 4 AMOK FLW75 nac ++'+is�ON>1►�E�G��� P.O. B=I= SERIES 770ALUMINUM SGD - LMI AVKMW R SW4 • +ar. sre RdW J. Amoroso. P.E. SGDT/0 11tTS 6 d 23 or.w PC�TOM A PE#497b2 DESIGN PRESSURE AND ANCHORAGE -UN -REINFORCED -STANDARD STILE -STANDARD ASTRAGAL TABLE 1. > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTOWEDIATEAM21OR QTY. FER PANEL. H & S, > JAMB ANCHOR QTY. >RHOOK ANCHOR QTY. Anchor Types: G3 - 7116" LAMINATED GLASS - (3/16' H.S. I R/B l 3116' R&) 1) 'IN' E.CO ULTRACON (FORMERLY TAPCON G3A - 91le LAMINATED GLASS - 014" H.S. / PVB 11/4" HS.) 2) '1/4" SS4 CRE7&FLEX G5-7/16"LAMNATEDLG.U-(311(Y"TEYP.IAR/3116'HS./PVB/311(rHS.) 3) WlS'IATRACCN G5A - 7/16" LAMINATED I.G.U. - (1/4' TEMP. IAIR / 3/1S' H.S. I PVB 13116" KS.) 4) -012 STEEL SCREW (GS) ' SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 0 84 90 96 NOM. PANEL WIDTH FRAME SIDE U U v ❑ UZZ U U O❑ S U p U 0 U g O 3 U p �; p U p❑ O N a N y N lV N - .4 at TIT GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 C4+1 C4+1[C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 24 JAH&S MB 10 10 10 10 10 10 10 10 10 10 10P-HOOK 5 5 5 5 5 5 5 1 5 5 5 1 5 GLASS TYPE - 3, 3A 5, SA +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 30 JANB 10 1 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +SO -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 36 d` JAMB 10 10 10 10 10 10 10 10 1 10 10 10 10 P-HOOK 5 5 5 5 5 = 5 5 1 5 5 5 6 GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P HOOK 5 5 5 5 5 5 6 6 6 6 6 6 dr GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 .60.0 +60 -60.0 +60 .60.0 H&S C4+1 I C4+1 I C4+2 C4+1 C4+1 C4+2 C4+1 I C4+1 I C4+2 C4+1 I C4+1 C4+2 4S JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 1 5 5 6 8 1 6 6 1 8 1 6 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. 2. WHEN USING THE 2 1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4', 31/4' AND 2 1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL IS NOT AND MUST ONLY . BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. _4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O= EXAMPLE ON SHEET 10 TABLE 1A SILL HT. VS POS. DP SILL RISE HEIGHT {+) DESIGN LOAD FLASH 1-112" WA LOW 2 12" +48.67 PSF MED 3-1/4" +60.0PSF HIGH 4" + 60.0 PSF SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= NOM. PANEL HEIGHT - 8.25" 1 DPAND 90" OUTSIDE CORNER 90" INSIDE CORNER OH LENGTH IOVERHANG OH LENGTH OH OH HEIGHT HEIGHT L EQUAL TO 1 OR GREATER �I ❑ Appemed as eamplyiZ ekb do FluMs BekAs4 Cude Bamej�e.6 Art IT2010 N" -b to,__,_ Miami Duk Pfedrd Cowl &W I 01VOY70 I a I MAMWDAWC0NW*M I N0100WS,FLMM I I r I Inar -•�4jNinijj4N���- MC ni+woo A PM+s�ul• 6AaECOAVAENIV P.a B4lt re70 SERIES 770 ALUMINUM SGD - LMl Oft NOKDM, Fl. JrTl4 • ahem[ �' apt 6ip" Robert J. Amoruso, P.E. 09f>lL0➢1�41 SGD7M AMS 7 d PG70002 8 PE #49752 ♦ _ a DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED -HEAVY DUTY STILE -STANDARD ASTRAGAL TABLE 2. > HB108 SILL #AS) HIEFLOCK a STMIGM 8 Q=fRA3 MGAL QAZIE tFLUB INMMDIA7EAN 0H3R CTY. PER PANG. H 8 6, >JAMBANCFDROT(. >RFD01(ANCHDRQTY. AuchorTVpes: G4- 711S- LAMENTED GLASS • (3/16' HS.I SOP/ 3115 HSJ 1) '114' E-DO ILTRACON (FDRAffLY TAPOON G4A -Bt1(rLAMNAIEOGLASS. (114' H& I SWI 114' HS.) 2) -114- SS4CREIE pRXX 08- 7/16' LAL4W7M LG.U.. (3H6' TB.P. I AIR/ 3M6' HS. I SGPI 3'18' HS) 3) W16' ULTRAOON OSA-7/18•LA4TNTmI.G.U-(1/,rTELP.IAR15f16'HS./8GP/3f18"HS) 4) V12STEM SGFUN(GS) -SEE ANOHOMGE NOTES 1 d 2 ON SHEET 1. UNrTHEIGHT NOM. PANEL WIDTH FRAME SIDE ( N p U 8 S r N Z o U g S Y U N Z 0 U S 5 ♦ Z a U N U S f o U N Z o U g S U N U g S Y U N Z Op S 7 U N U Y GLASS TYPE - 4, 4A 6, 6A 60.0 -60.0 60.0 -610 60.0 .60.0 60.0 •60.0 60.0 •60.0 60.0 -60.0 60.0 .60.0 60.0 -60.0 C4+1 C6+2 C4+1 C4+1 00+2 C4+1 C4+1 C6+2 C4M C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 CB+2 C4+1 C4+1 C6+2 C4+1 C4+1 C0+2 24 L *HUC4+1 10 10 10 10 10 10 10 10 10 10 101012 12 12 12 12 12 12 12 12 12 12 12 5 5 5 5 5 5 8 5 5 5 5 5 8 8 S S 6 S 8 6 6 6 B 6 GLASS TYPE - 4, AA, 6, BA 60.0 -60.0 60.0 -00.0 60.0 -60.0 60.0 -60.0 00.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 H&S C4+1 04+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 CS+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 CB+2 Ci4 C4+1 C6+2 C4+1 C4+1 C6+2 30 JAldB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 RHOOK 5 5 5 5 6 6 5 5 5 5 5 5 8 8 6 8 6 B 0 0 6 6 6 6 GLASS TYPE - 4, 4A, 8, SA 60.0 -60.0 60.0 -60.0 60.0 -00.0 00.0 _(10.0 610.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 C4+1 C5+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 CS+2 C4+1 C4M C6+2 C4+1 C4+1 CB+2 36 *JHC4+1 101010 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 5 5 5 5 5 5 5 5 5 5 5 B 8 8 8 8 8 6 7 7 7 7 7 7 GLASS TYPE -4, 4A, 8, SA 60.0 -No 60.0 -00.0 SO.0 -60.0 60.0 -60.0 W.0 -60.0 $0.0 -60.0 60.0 -80.0 60.0 -60.0 HSB C4+1 C4+1 CS-2 C4+1 C4+1 C6+2 C4+1 C4+1 CG+2 C4+1 C4+1 C8+2 C4+1 C4+1 CG+2 C4+1 C4+1 C6+2 C4+1 04+1 C6+2 C4+1 C4+1 C6+2 42 1 .2JAM® 10 10 10 10 10 10 10 10 10 10 10 10 t2 12 12 12 12 12 12 12 12 12 12 12 P•HOOK 5 5 5 5 5 5 8 8 6 6 8 6 B 6 7 7 7 7 7 7 8 e e 8 GLASS TYPE - 4, 4A, 6, BA 60.0 -60.0 60.0 -60.0 60.0 -60.0 00.0 -60.0 60.0 -60.0 60.0 -6U 60.0 -80.0 60.0 -60.0 H8,9 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 04+1 C4+1 CG+2 04+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 CG+2 C4+1 C4+1 C6+2 C4+1 C4+1 08+2 48 JAA� to to 10 10 10 10 10 10 10 10 10 10 t2 12 1z 12 12 t2 12 12 12 t2 tz 12 Z P HOOK 5 5 5 6 1 0 1 6 6 6 6 7 7 7 7 7 7 8 1 B B 1 8 1 8 1 B 9 9 9 GLASS TYPE - 4, 4A 8, 8A 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 PANELS OVER 49" WIDE NOT AVAILABLE OVER 96"HIGH 54 H65 C4+2 C4+2 C5+2 C4+2 C4+2 C5+4+2 2 C C4+2 C5+2 C4+2 C4+2 C5+2 JAMB jr 10 10 10 10 10 10 10 10 10 10 10 10 5 a 1 6 6 1 6 1 8 6 6 7 7 7 7 GLASS TYPE -4,4A,6, BA 60.0 .60.0 60.0 -60.0 60.0 -00.0 -60.0 H89 C4+2 C4+2 Cf+2 C442 C4+2 CS+2 C4+2 C4+2 C5+ C4+2 C4+2FC55+2JANJ310 10 10 10 10 10 10 10 10 10P-HOOK B 8 6 6 6 6 7 7 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.21/2", 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. OLOM 1 Y 1 F!ERA Wa4MC0A0" B k IVFGW IftA I P9th6 WDADE00hQ9WM '7ECFM10L0GYDRNE NOKOWA FL 34D3 AR BOX 1623 NOKOU14 FL 34TJ4 O= EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP SILL RISE HEIGHT (4) MraN LOAD FLUSH - 1-trz' WA LOW - 2-1P2' +46.67 PSF NED - 3-114' + 60.0 PSF HIGH-4" I + 60.0 PSF SEE NOTES 1-3 F OH HEIGHT STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90- INSIDE 8r OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" OH LENGTH �{ OVERHANG OH LENGTH OH HEIGHT 0:I EQUAL TO 1 8 OR GREATER 0 CCC AIr1TG'2 DPMCI MCHORAGE SERIES 770 ALUMINUM SGD - LMI SOD770 1 NTS 1 8 -1 23 POT0002 I B AApm admscemplgftVVE0..no Flori�� BnfrO� cu3c HsNj - . 1 tl FOAA 0 - �- IdlauJ 6�QC 4torlat 6 jot.* AT� 0Rtpp:�`?�. ONA� Robert J. Amoruso, P.E. PE 449752 DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED -HEAVY DUTY STILE- HEAVY DUTYASTRAGAL TABLE 3. > WAD & SILL (46S) NW LOCK, SiAAIGHT& CDVMAS11;b1GAL CL1SMFLUS MEINE®MTEANCHOR CITY. FE2PANL H & S. > JANB ANCHOR GlY. 4RHOOK ANCHDROTY. Awhor Typos: G4-7M6"LAk"T®GLASS - (Mir HE. ISGP/3M6'KS.) 1)'114'ELCOLLIRAOON(FORd3LYTAPC0NI G4A- SAS' LANINAT®GLASS-(1/4-H.S./SGP/JWH8.) 2) 'U4 SS4CREIEFLEX 06-7/160LA1"TMLG.U.-(3116'TRAP./AR/3/16`HS./SGF/3H6-KS) 3)-6/16-ULMOON GSA -7A6'LAM`AlMI.G.U.-(lWTRIP./AR/3116'H.S./SGP/3M6'HS.) 4) V12STEELSCFeffl(G5) ' SSEEANCHORy1GEFDTES 1 & 2 ON SH�T1. UNITHEIGHT 80 84 90 NOM.PANEL FRAME L) 0 8 v 0O 5 U S WIDTH SIDE t) U v 5 V S N - N - (y GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 -90 D 80.0 -90.0 90.0 -90.0 H&S C6+2 C6+2FC7+2 C8+2 C6+2 CS+2 C6+2 C6+2 C8+2 C8+2 C6+2 C6+2 24 - u JAMB 10 10 10 10 10 1010 10 10 10 10 5 6 5 5 5 6 6 6 6 GLASS TYPE - 4, 4A 8, SA 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -SOD a H&S C8+2 C6+2 C8+2 C6+2 06+2 CG+2 C6+2 I C6+2 C6+2 C8+2 C6+2 C6+2 JAMB [P-HOOK 10 10 10 10 10 1 10 10 10 10 10 10 10 30 6 6 6 6 8 1 6 6 6 7 7 7 7 GLASS TYPE - 4, 4A G. 6A 90.0 -90.0 SOD -60.0 90.0 -90.0 90.0 -90.0 >» HIS C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 36 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 t P4400K 6 B 7 7 7 7 7 7 8 8 8 8 GLASS TYPE - 4, 4A S. GA 90.0 -90.0 90.0 -90.0 90.0 -80.0 00.0 -90.0 a H&S C6+2 C8+2 C8+2 C6+2 C8+2 C6+2 C6+2 C6+2 C8+2 C8+2 C6+2 C8+2 42 ' JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 7 7 7 7 7 8 8 8 8 9 8 8 GLASS TYPE - 4, 4A 6, BA 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 C H&S C8+2 C6+2 C8+2 C8+2 06+2 C6+2 C6+2 CB+2 CS+2 C6+2 C8+2 C8+2 48 JAMB 10 10 10 10 10 10 10 10 101 10 10 10 P-HOOK 8 8 8 B B B 9 9 1 9 10 10 10 I. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.07 PSF MAX. AND WITH THE 31/4' SILL, POSITIVE PRESSURES IS 00.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3. 21/2", 3 1/4', AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 90' OUTSIDE CORNER r TABLE 3A. SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH-1-1/2" N/A LOW - 2-12' + 46.67 PSF MED - 3-1/4' + 60.0 PSF HIGH - 4" + 90.0 PSF SEE NOTES 1-3 90" INSIDE CORNER OH LENGTH OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 z g OR GREATER LI 0l SEE NOTE 3 DPANDANCHORAGE 40M. PANEL WIDTH - 7' NOM. PANEL HEIGHT - 8.25' i1 eYaApp-VWe�g Cob vft Gr DSM1664kagg fLURL NONI MlseGi Dick r' I L.l.�ti 1 OF WIVI 029540 1 H I P'ER~DA0EC0A#AN B NOWW%FL34276�- s 1160 "� #AWQWEC0fiFA3M P.O. 8¢X is" SERIES 770 ALUMINUM SGD - LMI ��''•ip A; �``��� or �� �` a� �a�' I- Robert I Amoruso, P.E. BNesroe+ to �077o An9 d 23 PGTOD02 8 PE >F4B75z ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4' ELCO ULTRACON (FORMERLY TAPCON) 2)1/4' ELCO SS4 CRETE-FLEX 3) 5/15" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHTS. 7-9: HEAD & SILL ................ 8" MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90 ° CORNER ON SHT. 11-12. JAMBS & P-HOOKS... W MAX. FROM BOTTOM AND 21" MAX O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. TH"ANCHORS PER PANEL" ARE 8- MAX _ INTERLOCK ASTRAGAL INTERIOR 8" OSE AT THE HEAD AND SILL 3'� CENTERLINE SEE CLUSTER DET., SHT.11 CENTERLINE W MAX I BETWEEN CLUSTERS OR THOSE - .e. TY BETWEEN A CLUSTER AND A ° 4.051' ° - ' FRAME JAMB OR P-HOOK. 2.04" 4.051. p I - NI ° 3.5" 3.5" 24" MAX O.C. I 3.5" I EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL 2-TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL 1 TYP (3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR _ — _ — _ _ - SEE CLUSTER DETAILS, SHT.11 ° ` 3.5' TYP. 24• INTERLOCK MAX CENTERLINE O.C. 3.5" TYP. EXTERIOR C4+2 & CORNERS = i201 ANCHORS TOTAL AT HEAD AND AT SILL SEE DETAIL L B JAMB CLUSTER BELOW 2 C4 2 C4 2 04 2 6' MAX • % x x x xx % x K x % 6" MAX 3MAX. • 10' MAX x K • 1 SEE NOTE • • % 0 BELOW �� %= FRAME 21" ANCHORS ANCHORS MAX. O,C. PER JAMB (7) P-HOOK 14•• • • = P-HOOK x (SEE SHEET ANCHORS 13 FOR • • ANCHORS X CLUSTER x O.C. • • 3 MAX ___ISPACING • 10- MAX x 6" MAX. • x x x x x x K X x W MAX. x x x x x `1( x X % �1 24" MAX O.C. —�( 8" MAX., TYP. t --- 90' CORNER EXAMPLE OX-900 OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT.12 SEE CLUSTER DETAILS, SHT. 11 8" MAX 0 NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS I SAW IV14W➢ I A 1 PERMIAWDADECOMMENTS I 0 TECHNOLOGY DRIVE NOKOM/S, FL 34275 P.O. BL1X 1528 NOKOMIS, FL 34274 4.051' MIN. O.C. 3.5" --' —4 T+— 2.04" TYPICAL JAMB CLUSTER FOR DETAILS M.N.O,P,Q&R ANCHORAGE SPACING & EX41 SERIES 770 ALUMINUM SGD - SGD770 I NTS 110 - 23 I PGT0002 I B AMper.isaa�wAtlQr• as NOiAY ►u�.i o.i. ems► Ox•4ni * dill' WE OF rNAix�`,��� �t�J. Artron�so, PE. PE #40752 -------- - ASTRAGAL OR INT. INTERLOCK I -CENTERLINE 3.5 I I I j 1 1,75 I I I I I I I l 1 2.040 I4 I 1 I I, 3.5 I L----------^----------------J ANCHOR CLUSTER - C4 NT I INTERLOCK II CENTERLINE - I 3.5 1 I I I 1 I I I I I I 4.072, I 5.359 I I I I I j L------------- ----- ANCHOR CLUSTER-C4 I INT.? av-------- I INTERLOCK — I CENTERLINES I -1.76 � 3.56 I I I I 2.04011 1 I L--- ----------4A51^---� 4-TRACK, ASTRAGAL INTERLOCK ANCHOR CLUSTER - C4 I INT. ^------ ASTRAGAL OR -� f —INTERLOCK I CENTERLINE 1 I i 3.5 � - I I 1 1 j 2.0401 I 4.051 7 ANCHOR CLUSTER - C5 r --LNT----------ASIR0.GA2 d7j I -INTERLOCK I CENTERLINE 13 5 I 1.75 1 1 2.040 1 I 1 I �A�ZRAZ;ACb�i------------------- 1 INTERLOCK INT. CENTERLINE 3.5 I 1 I I 2.040 I 4.072 - L—I — ANCHOR CLUSTER - C5 NIRAMED-------------- INTERLOCK INT. j CENTERLINES 1 j 3.5 I I 4.046 2.040 � 5.368 ANCHOR CLUSTER - C5 v TEc mlowwvmve P.O. ®Qa mn NOVMK A 3W4 ANCHOR CLUSTER - CS INTERLOCK INT. CENTERLINE a .0 7 1— 3.5 2.04 ANCHOR CLUSTER - CS INTERLOCK CENTERLINE INT. -------------------- 4CK.ASTRAGAL /INTERLOCK ANCHOR CLUSTER -CS allcANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI WrAe maws ~ ar•fr sw?m NTS 11 d 28 PGTood2 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. u ft 6, tv�aul o . Rahmt J. Amoma, PZ PE A49752 r----------^--- I I I � 2.04 INT. I � 1 � I I I 1 � EXT. 3,889 I I I - I I I I L _ 3.5 2-TRACK. 90° OUTSIDE CORNER SHOWN, 2-TRACK. 90' INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 i---------- I 2.04 INT. I � 3.889 I � 3.5 I _ 1 1 I I I ! 1 I j I I I I I 3-TRACK. 90' OUTSIDE CORNER SHOWN, 3-TRACK. 90' INSIDE CORNER SIMILAR (OPPOSITE) C-6 ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS I SWI 11AM I A I PERAaWDODBaoAgAM TS I L6------- I I I I I I I I I I -_ ___ _ - 2-TRACK, 90' INSIDE CORNER SHOWN 2-TRACK. 90' OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C6 USED FOR C6 AND C6 --------� 3. I I I I I I C-8 ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS NaWW FL3 L Pa eax log SERIFS NOKOWFLJIIa4 smrm EXAMPLE I ALUMINUM SGD - LMI ;m.e o,..ra Ts 1 12 + 23 1 PGT0002 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. Appmed ascomptvinguft6a F7ovift ialdirr�, Cook Bier t 12 UMP NOA041 hA Mimw aM 1 11cood STATE O �[ O R Robert J. Amoruso, P.E. 21/16' O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1% SEE CHART, SHT.1 1TYP. " MIN, y MIN / 2 1/i6' O.C/ 3• I 1". 21/18' O.C. TYP. 1 EXT. EXT. _ — _-- ' �,...,.; +•',�:'.:'.:: ;... 11 _ f; ; . •+ SEE CHART �` ``-� 7 1 3/8" MIN, :: 'i: ;•4 1 3/8' MIN. 1/4" ` 1/4" - EXT. MAX. MAX- 1 /4' SHIM SHIM MAX. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 SHIM DETAIL A. 2-TRACK FRAME HEAD DETAIL B. 3-TRACK FRAME HEAD NCRETE ANCHOR T WOOD INSTALLATION WOOD INSTALLATION DETAIL C. 2-TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TYP., CONCRETE INSTALLATION SEE ANCHOR �� SEE ANCH.NOTE 3, NOTE 5 SHT. 1 SHT. 1 (1/4' MAX.) SEE ANCHOR NOTE 6 SHT. 1 +^ (1/4- MAX.) EXT. I _ _- �_. — " 1 3/8" MIN. 2 1/16. 1" MIN I O.C., TYP. E.D., TYP• 2x WOOD BUCK DETAIL E. 2-TRACK FRAME SILL TYP., WOOD INSTALLATION SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTE 1, SHT. 1 NOTE 5 SHT. 1 (1/4" MAX.) 0 EXT. 21/16" •� I I O.C., TYP. DETAIL H,3-TRACK FRAME SILLH. 3-TRACK FRAME SILL CONCRETE CONCRETE INSTALLATION 21/16 O.C., TYP. SEE ANCHOR NOTE 5 SHT. 1 (114" MAX.) _ - — -7=1 3/8" MIN. 21/16' 1' MIN O.C., TYP. E.D., TYP. DETAIL F, 3-TRACK FRAME SILL WOOD INSTALLATION SEE CHART SHT. 1 SEE CHART, SHT.1 TART r. 1 21/16" O.C., TYP EXT. SHT. 1 1/4" SEE CHART, SHT. 1 I - i 2 1116" O.C. SEE ANCHOR NOTE 1, SHT.1 , SEE CHART SHT. 1 DETAIL D. 3-TRACK FRAME HEAD CONCRETE INSTALLATION \�lx WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 y., :. :z:' " •;i,'.., SEE CHAF SHT.1 EXT.:.••. •�'::;.:• SEE CHART, SHT. 1 DETAIL G, 2-TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN �1 TYP. i C_ 7 a _ Q 1 3/8' MIN. WOOD ANCHOR TYP. SEE ANCHOR NOTE 2, SHT. 1 DETAIL 1, 4-TRACK FRAME HEAD WOOD INSTALLATION WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) i WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 Appnmvd n nmPIt t wak IM � 6ddivgG� NOM�MN,.i OW EXT. - ��- '` .��- 1 3!8" MIN. �r 3Pmt6 4 "'k, 9L9 as�kQ_0 GEj�js�,09 2 1/16" O.C., TYP. EXT21/16 O.C., TYP. f 1"MIN I ���= 4975 'G+� CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 -' E.D., (+ DETAIL J, 4-TRACK FRAME HEAD DETAIL K, 4-TRACK FRAME SILL TYP. CONCRETE INSTALLATION WOOD INSTALLATION am ak OF � • �oro>aaoGrnwvF ANCHORAGE DETAILSIRWAV suc o~a a PERA& on4DECQ{•EU79 NODfQMFL34275 ""AVA10ft OAK ���iS�ONAL�NJ`a auc rf aw A PER~ CADECOAPAEvrs AaBQKI= SERIES 770 ALUMINUM SGD - LMl ••u�u+�►•• ON. NOWAK FL SW4 • O d-w It ate, ama V.Waxa wur Amo_ SAX,Q,dg SGD770 NS 13 a 23 PGTO= B Robert 52 P.E. t e CONCRETE ANCHOR TYP., SEE NOTE 1, BHT. 1 SEE CHART 21/16" O.C., TYP. NCRETE --ry BHT.1 SEE ANCHOR 1/4' MAX SHIM I F� F-1/4" MAX SHIM -+I NOTE 5, SHT. 1 SEE CHART EXT. i' (1/4' MAX) jL— SHT.1 EXT.li .+►'••'' SEE CHART Ili ,•,.y: �•. 1 � . • CONCRETE •,4 •.��: i .� , �,y .«;..•. ::,'�.' •: ��.:, 21/ 6" I, ;': +. ANCHOR '•� v.r EXT. {' . •.t.^ ., . ., :. •, '.Y': .. �. •. O.C., TYP. TYP.,SEE �• j� ANCHOR ' SEE CHART, BHT 1 NOTE 1, •.,.� ;.; DETAIL L. 4-TRACK FRAME SILL `� '''4•"'� BHT' 1 CONCRETE INSTALLATION CONCRETE ANCHOR 1 3/8" MIN, 1' MIN. TYP., SEE I .'• -' • '; . ONRY DETAIL AIL 1/4' MAX SHIM 1 318" MIN. EXT I I 1/4• MAX SHIM -+� ANCHOR NOTE 1, i I I li EEXT.BHT. 1 WOOD WOOD i' 1Y I III ; �� ' ANCHOR I ' i 4 +•`• �' SEE CHART BHT 1 / I I "'r`•'' 21/18' 4.051' O.C., TYR �+ I MIN. ^�• ` i O.C. CLUSTER FOR DETAILS M.N.O.P.Q&R SEE CHART BHT.1 TYP.. SEE I I ANCHOR i1 MIN. 1/4' MAX SHIM TYP., SEE '': EXT. I ► I ANCHOR I IANCHOR i CONCRETE i � SEE CHART NOTE 2, 1 1 21/16' DETAIL 0, 4-TRACK FRAME JAMB NOTE 2, i I ANCHOR �; ..• ; :: BHT.1 Hli. O.C. TYP. CONCRETE INSTALLATIONSHT.1 IBHT.1 i TYP.,SEE1 3/8' MIN.2XWOOD ANCHOR BUCK 1/4' MAX SHIM NOTE1, +II�; SEE EXT. BHT.1 rl:'';::'• 21116' ANCHOR " - O.C., TYP. NOTE 3, DETAIL N. 2-TRACK FRAME JAMB l I I� 1" MIN. 21H8" I l O.C., TYP. BHT. 1 WOOD INSTALLATIONEl ` I it I WOOD l I j II ANCHOR 2X WOOD BUCK i 11� TYP., SEE SEE ANCHOR I I '• = ••= '—MASONRY i NOTE 3,BHT.1 NOTE 2, I DETAIL R, 3 TRACK FRAME JAMB DETAIL M. 4-TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION WOOD INSTALLATION WOOD FRAMING SHT,1 - SEE CHART, BHT. 1 P-HOOK MOUNTING ADAPTOR 1 3/8' MIN. I I P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN L I ; ANCHORS LOCATED MID -SPAN BEBETWEEN P-HOOK BETWEEN P-HOOK _ INSTALLATION ANCHORS - = DETAIL Q. 3-TRACK FRAME JAMB '� ` :`'�=+ "' INSTALLATION ANCHORS - � - ---_ WOOD INSTALLATION '�=•';',i r,'' :"� "�t�ONCRETE/MASONRY (GROUTED BLOCK ONLY) 1" MIN. 1 3w MIN. .''' :::' .:. SEE CHART, 1 1M' MIN. E.D.FP.•..'r• BHT. 1 WOOD ANCHOR SEE ANCHOR NOTE 2, BHT. 1. SEE ANCHOR NOTE 2, BHT. 1. 2 693' MIN. ANCHOR QTY. FROM TABLES �' ANCHOR QTY. FROM TABLES EXT. 1-3. SHTS. 7-9 PERTAIN TO 1.3. SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693"MIN. THIS ANCHOR LOCATION, DETAIL S. P-HOOK DETAIL T. P-HOOK WOOD INSTALLATION CONCRETE INSTALLATION �• '� 1070 TECHNOLOGY& IVE I I J/�=� I �r�vr evr v-rv� ✓V fr7rt.7 OLRVlO 0 PFR 4IAAYLADE n.ON1AFJYT9 NOKOtlMJ�Fi UM I�rt(j\�\(�\��I Ijj�,1•�III 1� 1VI609 � P"44 iwaWECOWAENTS P.O.Ba I&V SERIES 770 ALUMINUM SGD - LMI W. L>fnar. Orr NOWAI FL 3=4 m a i..'ieat la" c —waft WSW SGD770 NTS 14 ' 23 PGT0002 Apprund a amplyka w4i tM �■ sc1i� [fie Dak'>�£JTtsn.s�a� L7 2otn bH.xd DW& Fn"Q %0 No 49752 I 1 it��y:•t :i1::acvsEsrls►i:I:A79'R�.C'•: WOOD FRAMING 1 3/8' MIN. P-HOOK MOUNTING ADAPTOR SEE CHART, BHT. ONCRETE !MASONRY P-HOOK MOUNTING (GROUTED BLOCK ONLY) ADAPTOR ANCHORS ANCHORS LOCATED MID -SPAN .::. �-� BETWEEN P-HOOK '•;�:.•�.. .'<� ! :.' • r: � ° .�', LOCATED MID -SPAN _ __`_ INSTALLATION ANCHORS BETWEEN P+IOOK — ,...f. •' `.� INSTALLATION ANCHORS —` - • �;; •''. �:�,,. *r's �' a % -SEE CHART, 1' MIN. - — _ 1 SW MIN. 1 1/4 MIN.. y,: ''. ' +r SHT. 1 %�%-� 1 —�_-- WOOD ANCHOR SEE ANCHOR NOTE 2. BHT. 1. ANCHOR CITY. FROM TABLES 1-3. SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.893" MIN. DETAIL MM, P-HOOK FOR BOX RISER WOOD INSTALLATION ------------------ 1 T-------- -r r--------1 uti--- a PANEL ui PANEL i PANEL PANEL 11i TYPE fll TYPE I TYPE TYPE 'A' e P QS' a AS' 'K' II8 I 0 h 1 SEE u n 1 1 1 11 inl u w NOTE - n I 1 1 3, BHT. 15 1 1 I q DETAIL'1/', SHT.18, ANCHORAGE DETAILS W &'C', BHT.13 DLO WIDTH = NOM. PANEL WIDTH -7' LDETAIL'U', BHT.18, DLO HEIGHT = NOM. PANEL HEIGHT - 825" ANCHORAGE DETAILS'E' &'G', BHT.13 XX-90° CORNER-XX (2 TRACK INSIDE 90- CORNER) INT. 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES I SVCI TtTTe4)9 I A I FERMAWMWE(OMENTS I 1070 TECHNOLOGYORIVE NOKOAUS, FL 34275 P.O. BOX 1529 NOKOWS, FL 34274 SEE ANCHOR NOTE 2, BHT. 1. ANCHOR CITY. FROM TABLES 13. SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL NN, P-HOOK FOR BOX RISER CONCRETE INSTALLATION I X 1.50' PH SMS PANEL CORNER DETAIL DETAIL'EE', BHT. 19, #8 X 1.00" ANCHORAGE DETAILS PH SMS (OPTIONAL) &'P', BHT.14 'BB', BHT. 19 EXT. /- DETAIL'KK', SHT. 20 I1 Q wilf As F&NW OdaSrL��-u... NOAM�i�j�.-h Kw�wp Ness nvai n FRAME CORNER �••`'o.......:�4Q.- DETAIL -•b�`'ENSt'oq 7 a HORIZONTAL SECTION B-B 1 t ' TE OF :4 ANCHORAGE DETAILS / EXAMPLE ELEVATION�••,dQ'�;........O R 0 P ON uer s L S 100 SERIES 770 ALUMINUM SGD - LMl m s.rtert arar: s",e uwaw tra Hobert J. Aonruso, P.E. scon0 NTS 15 s 23 PG7`0 8 PE'#0752 • DETAIL'CC', SHT. 19- DETAIL -BB', SHT. 19 Iv�1 k,tDETAIL TF, SHT. 19, ,v, `-1 (DETAIL V, SHT. 18, ANCHORAGE DETAIL W & DETAIL'EE', SHT. 19, ANCHORAGE I-, SHT. 14 ANCHORAGE DETAILS N' DETAILS E & 13'. SHT. 14 &'C', SHT. 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' MA HI SE SEE DI I NOTE TAB[ 3 o .. L a A—: J I x a -- == SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHT. 15 DETAIL'U', SHT. 18, ANCHORAGE DETAILS 'E' OXXX (2 TRACK) &'G', SHT. 13 C ES DETAIL'CC', SHT. 19 l DETAIL `BB', SHT. 19 `DETAIL'DD'. SHT. 19. DETAIL 'AA-, SHT. 19� ANCHORAGE DETAILS'O' ANCHORAGE DETAILS'S' & T, &'R. SHT. 14 SHT. 14,'MM•&'NN', SHT. 15 MAX. HT. SEE DP DETAIL'X', SHT. 18, ANCHORAGE DETAILS 'B' & 'D', SHT. 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE -R' SEE NOTE 3 ' o X POCKET UNDER SEPARATE APPROVAL b a X X OXXXp (3 TRACK RIGHT POCKET) DETAIL'W , SHT. 18, EXAMPLE ANCHORAGE DETAILS'P & 'H', SHT. 13 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS, 18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. DETAIL V, SHT. 18, ,� l wuru�ownr n �yI.}I�C-rmea-a9 P__ Al ---_I~ u PANEL j P 11 TYPE 1 l l ua p I Il a 1p 1 II8 � Ilp el 11u II 81 ilu p I Ila el 11p al II8' p I 11 p a I Ilu p 1 Ila i 1 Ilu a I I l a 9 1 II2__�oam�d �Q_ MEL TYPE PANEL w PANEL of TYPE TYPE CS' a QS' K a I 11 MA ;11 HI SE 11 DI iu SEE TABI tp II II ; NOTE 3 mnsasml K. ,ES XX-90° CORNER-XX (2 TRACK ANCHORAGE DEDETAIL DE SHT_ 18; TAILS 90°OUTSIDE CORNER) - EXAMPLE &'G', SHT. 13 DETAIL'BB', SHT. 19 ` DETAIL'HH', SHT. 19, DETAIL'T, SHT.1t ANCHORAGE DETAILS'M' &'0', SHT. 14 ANCHORAGE DETAILS' & V. SHT. 1 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F' 'F' K' I MA HI of SEE TAB[ X X NOTE X XXXX (4 TRACK BY-PASS) EXAMPLE DETAIL'Y', SHT. 18, ANCHORAGE DETAILS W SHT. 13 &'L', SHT. 14 107WNM00YaVEXAMPLE ELEVATIONS otaraa NOKOMItI, Ft. UM lm� +,16M A FERASWCADECCMAIEWw RQ."I= SERIES 770ALUMINUM SOD -LMI n.r NQXMLS�A.36274 ,.r.m.� mrc ere a.aw llrUSbB sw7m NTS 1 16 • 23 PGTO= &'C', SHT. 13 DETAIL'EE•, SHT. 19. ANCHORAGE DETAILS'N' &'P', SHT. 14 'BB, SHT. 19 DETAIL 'JJ', SHT. 20 INT. EXT. HORIZONTAL SECTION A -A F n mo W-& with" E IV N 4 fo l ,t E` F •' 4l '•� OR1�R'G�Z Robert J. Amoruso, P.E. PANEL LETTER PANEL LETTER NOTE: P SNGLE FRED LOCKSTILE M 4a1L 1 DP FOR INTERLOCK LOCKSTILE own PANEL WIDTH 8TABLES ASTRAGAL & APPLICABLE R MED SINGLE A� LOCKSTILE SINGLE INTERLOW INTERLOCKS. LOCKVXE ►09KOCK !Yl T ASTRAGAL LOCKSTILE CS SINGLE RECEWER INTERLOCK f our T• ,►srRAcw 0 FI1tED SIN GLE CORNER py LOCG9TD1LE Sc INTERLOCK RECEIVER S MED � L QS CORNER SIB INTERLOCK INTERIOR (ALL PANEL TYPES) LO�� LOOMM EXTERIOR S MED ASIRAG& a3l SQ E cORNER INTERLOCK LOCC "H E HMO LOCKSTILE IN L SINGLE Asn AS SINGLE TERLOM SOCK DLTT > Iwram LR AS� 0" SA R K RECEIVER N ASTRAGAL SINME CI _ COMER INTERLOCK LOC"TILE INTERLOCK remcoun c SNGLE ,SM"j^ SINGLE CORNER LOCXWLE INTERLOCK IN j �,/ INTERLOCK B SINGLE SINGLE wnmOCK INTEWACK CF CORNER FD® RECEIVER LOCKSTTLE FINTERLOCK FC L« � R�1/R INTERLOCK F MVLE WTERLOCK MSINGLE LOCK pp WTEMOCK LOC"TLLE K S� LOCtRnLE RR RAW SYGLE INTERLOCK Locos .E Appmed . COMPIA29 W"G. ' UNEW LOC671E Paam OUT W / uASTRAKiALIN LOCKSTILE 1�\\Il l lfl/ f A SINCii.E LO CJCSr/LE �o a ros •• �''� • p LOCKSRLE SINGLE INTERLOCK ��.•0��,�: - �,•' Gcp 1070TECHNOLOGY ORlVE Nolrcwaasa7a PANEL TYPES OR ''�i�`r�ONAL�40: % 'f""tflf\'\\� SERIES 770ALUMINUM SGD-LMI r..e� SNC 106W A PER~a4wcQIN3m P.O. BQX Imp NOKOIpS FL 9427I _ RohfPE 049752� PE 5607M IV- ae.e cr.ww. 17 - M PGM002 — A os one W Ri\ DRY.OBN SILL RISERS OPTIONS 21 18 2.556' EXT. 1.55r EXT. 1 14 ]--1 FLUSH BOX SILL RISER LOW BOX SILL RISER 18 EXT. 1.68T FLUSH FLAT SILL RISER DETAIL'V' FIXED PANEL FIXED PAP SHOWN SHO EXT. DETAIL 'U' IMM I A I Pa3tlaw allXcowAmm 20 } I 2.555' EXT. LOW FLAT SILL RISER DETAIL'X' 23 3.306' EXT. MEDIUM BOX SILL RISER 22 3.305' EXT. MEDIUM FLAT SILL RISER •OCCD PM SHO+ 24 4.055' EXT. HIGH BOX SILL RISER 25 4.055' EXT. HIGH FLAT SILL RISER DETAIL'? aEXTERIOR INTERIOR [� (ALL VERT. SECTIONS) DETAIL'LL' SCREEN AT HEAD DETAIL'MM' SCREEN AT SILL Alp "docom wl&d* G>M1e Tw fir. md"L �1ltti By wTh.K DETAIL'W' DETAIL'Y' a• ,a� bt: 9= o..ocr�fl�• OF lWi17ECiMOLOpYDRlVE VERTICAL SECTION DETAILS �''. c` •• o R �Q P' ��'.`� NOKOMA FL 3fMT" `��� ss�ON A1-E�;�`�• P.O. BOX 1520 SERIES 770 ALUMINUM SGD - LM! r►�raris+++�'' NOKWI FL W74 Rff. &&Abbt V•hrw. Robert J. Amoroso. REsc�nrno-- -" — NTS 18 -1 23 PGMW2 a Pe #49752 STANDARD ASTRAGAL AND STILES DETAIL'88' DETAIL 'AA' DETAIL'EE' UC I PJL 'LL' HEAVY DUTY ASTRAGAL AND STILES DETAIL'DD' (FIXED PANEL) 4 INTERIOR (ALL HORIZ. SECTIONS) IG EXTERIOR 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE I SWI 11MM LA I rMNWa waowWMM I NOKOM A F134M NOKOMA FL 3(V4 DETAIL'HH' `-AT MIDSPAN DETAIL -Fr (FIXED PANEL) DETAIL'GG' (FIXED PANEL) nPrrrlt,!li ffu ALUMINUM SGD - LMI .r.- W a„►c acetate e.r, swrio NTS 19 23 PGT0002 B DETAIL'II' ApPMW as cmplvU& 4Uh ft IRa upift Cods Mles119adc i'roil�ct Br CVo�,.L�e� 9� 1 TE OF ;cu N. f�l+1A; `16 E��`�� Robert J. Amoroso, P.E. PE 949752 DETAIL 'JJ' (900 OUTSIDE CORNER, 2-TRACK SHOWN) I 5W I MaW I A I Pm AWwa4mGvm"wm I NOKaum FLB{27b P.O. BOX IM N=00 , FL 34U4 LsLi 5LJ -,,s Al -n DETAIL 'KK' (900 INSIDE CORNER, 2 TRACK SHOWN) CORNERS I SERIES 770 ALUMINUM SGD - LMI mmvpW% %0*v ers. z NOA� By 'try I.a,1 N 49752 O yE� """�'n Robert J. Amortno, P.E. SQD7m nIT$ 20 .23 PGT0002 A PE#49752 ITEM PGT Gw0. # PGT. 0)Descripti A/raf �u wmyi7i� ah4 t4• j>rl dsitay C�MIe7 7a�p I1pA1� lAt6ud hoialCb�W 8/ 4,���G r • No �9752 • O * %� NOTE: ALL ALUMINUM = 6063-T6 -° T PARTS LIST 1a awvlo B rlRA&Wa4DEOpM@R8 NOKOAW FLU275 SERIES 770 ALUMINUM SGD - LMl NA: !1/16fp A P6tiNMDIDEOQINBY11f P.0.BWC152D aamey ar< a . AME1116'A,&3U74 ar.�rrt rrr are a.rtw Ra6ertJ.AmoNao,P.E I'mOgfD6Q9 au SOLIM NTS 21 d 23 PGTWO2 B PE#49752 b on 1 1730@ 617308 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3-TRACK HEAD4 17312 81T312 TRACK HEAD 5 17314 617314 FRAME SCREW COVER 8 17317 61T317 FRAME FEALYJAMB ADD -ON 7 17904 817304 2-TRACK SI 202 GLASS 7l18 LAMINATED HLT{T PVB 203 GLASS 9118 LAMINATED HT -HT PVB 20A GLASS 7/1B LAMINATED HT-Hf SGP 205 GLASS 8116 LAMINATED FTT-F{T SGP ITEM PGT Uvg. # PGT. # Descriptlon � 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 BTP248 VINYL BLAB WSTP. •THIN (INSIDE INTERLOCK) 64 1728 T1729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DITTY ASTRAGAL 69 17324 617324 TOP &BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1895 71685 1 112' X 1" X314' HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 T8153N TANDEM NYLON ROLLER ASSY. 74 SILICONE COW 899 OR 995 75 BIBS 78185X GEMINI MORTICE 3-PLY DUAL LOCK WlLONG TRIM PLATE 76 71032X1FPFX #1032 X 1" FL SS SCREW W! TYPE "F" TIP 77 7103239 10.32 STEEL LNC LLNUT 78 17358 617358 3+16 & 114 OGEE BEAD HORIZONTAL 79 17357 617357 1"IG BEAD HORIZONTAL 60 17359 617359 7116 BEAD HORIZONTAL 81 17360 617360 9/18 BEAD HORIZONTAL 82 1224 6TP247K VINYL Bl1B WEATHERSTRP 83 IGTAPE 1f2"X1116" SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 100 8052 48052 ROLLER ADJ. HOLE PLUG JAMB BUMPER � 101 72087 102 1898 71898 DUST PLUG 103 8186 78186X 1" KEEPER 101 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FOED PANEL CLIP - 6" LONG 108 17352 617352 EXTERIOR FOLD PANEL RETAINER 107 1739 71739 HANDLE KR- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KR- RAISED EXTERIOR HANDLE 108 1731 78162SN HANDLE KIT -RECESSED INTERIOR W ITH THUMB TURN 110 1732 78178 HANDLE KR-RECESSED EXTERIOR PU 210 GLASS LAMINATED IG 3l16T- 7/16 LAMINATED HT -Hi PVB 211 GLASS LAMINATEDIGIl4T-7I16LAMINATEDHT-FIT PVB 212 GLASS LAMINATED IG 3:i8T- 7118 LAMINATED HT -HT SOP 213 GLASS LAMINATED IG 114T - 7/16 LAMINATED HT -HT SOP 1.303" + 0.325" 0.067 -�j 0.718' 0.OBY 0.264° 1.050" 0.0 -+- 0.779" C� INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) (85) MATL: 6063-T6 (5) MAIL: 6063-T6 (78) MAIL 6063-T6 (+ 0.75Y III �- 1.163" 0.233" 0.062" P-HOOK SCREW COVER (29) MATL:6063-T6 3.802" 0.574°-� 0.075" P-HOOK (26) MATL: 6063-T6 3.802` 0.885' 0.080" 0.83•1.050" B 080" �- 0.062" .0 0.752" 0.709" 1.162- .757" nj .88 0.080° 0.050" 0.050" 1.739"` 0,550" SILL TRACK GLAZING BEAD (I.G.) FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (11)MATL 6063-TB (79)MAT'L 6063-T6 (105)MATL6063-T6 (106) MATL: 6063-T6 (62)MATL:6063-T6 , 3.979` --� 1••--- 3.979" �I 0.075" 0.125- -�II- P-HOOK FOR BOX RISER (30) MATL: 6063-TS STANDARD ASTRAGAL (67) MATL: 6063-T6 4.125' 4 0.062" 0.062" J 1.304" 1.6• 3.125' 3.25" ---►1 STANDARD STILE TOP/BOTTOM BOTTOM RAIL (60) MATL: 6063-T6 69 MATL 6063-T6 fiEF7Y 0.075" 0.281" --4 I - HEAVY DUTY ASTRAGAL (68) MATL: 6063-T6 HEAVY DUTY STILE 2.304' 7 1.645' 0.796" P-HOOK MOUNTING ADAPTOR (28) MATL 6063 T6 ( ) -+j 1'872 0.232" (61) MATL: 6063-T6 0.062" 1.019" 1.467" SCREEN STILE 0.232" 0.0.062" 0.062"() 40 MATL:6063-T6 0.062" -I-f �- 0.750' FLUSH FLAT SILL RISER 0.232" ° 2 (18) MATL: 6063-T6 IVOAY - -- 0.232" Mind GYrint 0.082" 0.906" T�k2� 4.055' 3.305" I yy 3.955" 2.555" 0.062" T 3.205" 2.455" li �AV ipMES q ,Ag 0.062' -0.062" 0.062" -+i F+- �: 97.5 .O HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (24) MATL: 6063-T6 (23) MATL: 6063-T6 (21) MATL- 6063-T6 09) MAT'L• 6063 T6 (20) MATL: 6063-T6 (22) MAT'L: 0063-T6 (25) MATL 6063-T6 AFIWW Dow n.w.� I0707rr 9JOLOGYg r� EXTRUSIONSNOKOAr'.�c�`' •� o R >:v,P' � � �75 SERIES 770 ALUMINUM SGD - LMI ,���SSi�;; A; ��� �. aw Maw A PERAAW DAW00ANIENM P.O. Sm IEB Robert J. A 1-11% , P.E. Oiru ��4. ft 3074 � ® &W.Ob r[ �' s''•t OW�IA Irr. Qti06D9 RLI SGD770 NT$ 22 a 23 PGT0002 A PEk49752 5.069' 1.211" 0.081' 2-TRACK HEAD (1) MATL' 8063-T6 8.562ILJL IJ--U- ' L-----JLI- 1.505" 0.080' 4-TRACK SILL (10) MATL: 6063-T6 6.198' FFT 1.211" 0.081" 2-TRACK HEAD W/ SCREEN TRACK 121 MATL: W63-Tr, 6.526' J-LIf II 1.505" LL �LL_�_.JJ LL� 0.080" 3-TRACK SILL (9) MAT'L• 6063-T6 6.221' 7.105" -� 1.505' 1.211' I) U 0.080" 2-TRACK SILL W/ SCREEN TRACK 0.081' 8 MATL:6063-TB 3-TRACK HEAD (3) MATL: 6063-T6 9.142' 1.211" 4-TRACK HEAD 0.081" (4) MATL: 6063-T6 INSIDE CORNER ASTRAGAL (120) MATL:6063-T6 J,ji;jI+- 1.045" 1: �3" I 0.062" SCREEN TOP RAIL (45) MATL: 6063-TB i!:j� f+- 0.875" 1.993' r 0.062" SCREEN BTM. RAIL (46) MATL' 6063-T6 1.36" 4.49" 0.081" 1.505' C 0.080" 2-TRACK SILL (7) MATL: 6063-T6 OUTSIDE CORNER ASTRAGAL (119) MATL• 6063-T6 I &W I MEM I A I PIER GAVE COWAEM9 I -+I 1.03' 1- 7.105" 0.080" IE I 3-TRACK JAMB 2.826 ---►►►III (16) MATLL: 6063-T6 CORNER RECEIVER (118) MAT'L:6063-T6 'OTECHNOLOOYQRM AED(( M A. SUM P a 9¢K fue IVOKOWS. fL 34M 1�tla 2-TRACK JAMB (14) MATL: 6063-T6 4-TRACK JAMB (17) MATL: 6063-T6 SERIES 770 ALUMINUM SGD - LMI rr..etre a� tre o,�pw same NTS 1723 a 23 PGTm Q. 18" 2-TRACK JAMB W/ SCREEN TRACK (15) MATL: 6063-T6 APD-'d As -?h-ir6 WM OW }yi�e Code Lres NOAi �� `lad k Robert J. Amoruso, P.E. t)'itAIltt-t:,Ai)1t', COONT"; , 1H ,Mj!)A tit tl.li (; A 4f 1 A . PRUL UCI' c- O NTHOL SECTIONit:fiiii itI-diittll (,t NIPLl,tM t', I i•,t AW1 i i:, t tri .'('} HOARD AND CODE A31i>UNIST&J-fIt1N =1IYI-Ioh ltiarni, 1 by id ;;1 -747d • t� (%tir,) 31 5-2`S?0 I' {7S{,} � I 5-25�)9 NOTICE iJll;C:`'t�,i°�C'L (NOA)wwiiw.rniamida0e..agesarjbulttiina I(i%f) iecllats?I1���- Dri=:e. tNalcands, FL 34275 Sc:ut=r:: This NOA is being issued under the applicable rules and regulations ty werning the use. of collstructioil rrateril+ls. The cloctrn,enta#ion stll?mittecl has been rcvimyod and accepted by i�iini - Dade Col. F3idC- prorl�let Control Section to lie used ill t',4inmi-Dade County and oust- .aroas whcrc allowed by the-Authoriry I-Isvill`. jurisdiction (,h 1-1,l), This NOA shall not fie valid after tile. expiration elate stated below. The Miami -Dade County Product Control fiectioll (;tl YEalld-Dade C'c imly) and/or the AHJ till areas vtllCr thalt PAiallil---Dade County) reserve the right to Have this product or 11ILteria't toted for quality assurance pulq)oses. If this product or material fails to perform in the accepted manner, the iil,11111 aCtlrl'el• will incur the expense of such testing and the AIIJ may inunediat.cly' revoke, modify, or suspelid the use -of such product or material within their jurisdiction. BNC '-06vlves the right to revoke this acceptance, it it is determined by Miami -Dade County Product (;ontri)1 Section that this product or material fails to nest the requirements of (he ahplic:lble building code. This product is approved as described hereill, and has been designed tocomply with the Florida Building Code, including the Higll Velocity Hurricatre 7,one. DESCRIPTION: Series ",STI-700" Alumiml.m SI4lgle Jlting Witidow - L.M.I. fa.l'l' oVA), DOCUMENT. Drawing No. 4040-20, titled "Alum. Single Hung Window. lillpact", sheets I ti11•ough 1 I of 11, dated 09/01/2005, with revision "C" doted 04/01/201 1, prepared by nlanutilchlrer, signed and scales! by Robert L. (:,lark. P, F„ bearing rile Mianli-Dade County Product Control Revision stamp with tile, Notice of Acceptance number and Fxpiration date by the Miami --bride C'nunPl- cf ' ct Control Section, MISSII-,F+', 1xir—ACT RATING: Larhe ,"Id :Small missile hop tit Resistatit, UmITATIQNS: Miami -Dade County Product Cotltrol Approved Shattet-S Of' Iii*0lQ:ti()ll i)e•ViSeS Shall be required for Glass Type '`it11" at installatislns llbeive 30 Ft. above ground. LABELING: Cacll unit :liail bear a I)ernialicnt iabcl with the nr;il,ilt:icturcr's ilalnu ur 1ubu, city, state, illodulJ series and Statcnloot. Wiami-Dade County Product Control Approved" unless utl:er�vise noted hel-citl. REMWAL of this NOA shall be considered after a renewal application has been filed aiicl (here has been no change in the applicable building code negatively ,•lffectillg tile pel•fot'tllaflee of this 111'Odnet. T ,RM.INA` ION of this NOA will occur after tilt expiration date ()I. if dlurc lists been a revision of. chang-j in the niaterials, us:;, and/or Inaillfrachli-c of the product Or Misuse of this i~-IOA as an endorsement or-Iny pri-Idlict, fur• sales, advurtisitln of airy other purposes shall lltitolnatieally tornlinare this NOA. failure to comply with any Section of this NOA sh.:li bu c:urse for termination and removal ol'Nt?A. ADVERTISEivIENT: The NOA number prcced0d by the words, Mianli--Dade County, Florida, nil(i followed by the expiration (late may be dispiaved in advertising literature. If ally portion i)f the NOA is displayed, then it shall be done in its entirety. ;IliSPEMON; A copy of this ctltirc .NoA shall loc provided to the user b; the nlarlufactul'el- i>r its distributors arid shrill be available for inspeciion at tle job site at (Ile, request of the Building 0i'licial, This NOA revises NOA No. 11- 01.28.03 anti consists of this page 1, evidence pagos E: 1, E-2 and E. 31 as )veil as appl-OV11 docuille-ut mentioned ahovc. I•!ic submitted documentation wily reviewed by Jaime D. Gascon, P. T. 1-DADECOUNTY r :BOA No. 11-0405,10 Ezpil itina Mite: March Zb, 2(i1G y1Va\\ J AIlprui'ai Date: April 21, 2tli 1 Page 1 1 A PUT industries NOTICE OF ACCIr,PTANCE: EVIJDEig1C;E SUBMITTED DRAININCS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Ahan2. Single Hung Winslow, Impact", sheets I through f 1 of 1 l , tinted 09/01 i2005, with revision "C:'" dated 04/0112011, prepared icy mantafacturer, signed and sealed by Robert L. Clark, P. E. B. TESTS 1. Pest reports on: 1) Air Infiltration 'Pest, per FI3C, TAS 202-94 2) Uniform Static Air Pressure •Test, Lo,,tdin— pc_ FL;C TAS 2021 t' 1 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact 'Pest per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Rnta f Test-, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single bung window, with fin frame, prepared by Fenestration Testing Laboratory, Ines, Test Report No. 1+' 1•L-4957, dated f 0/03/06, signed and sealed by Edmundo Largaespada, P. E. (Subinificd under previous NOA No. 07--0321'.06) 2. 'Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) l: nzge f issilc 1rnpact Tf-,st per F BC:, TAS 201 -_94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along vrith a7 arkcC d--up drain ings and installs tlon dlalgrarn of an atl.:minurn Sari -le hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., 'rest Reports No.'s FTL-4958 and FTL--5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Lalrgaespeda, P. E. (,Yubmitted hurler• previous NO.A No, 07--0322 06) 3. Test reports on: 1) Large Missile Impact `Cost per I'BC, TAS 201-94 2) Cyclic Wind .Pressure Loading per F BC, 'TAS 203 94 along with marked -up drawings and installation diagram of an aluminum single rung .;indo�v. with fin frame. prepared by l encsiration 'f'csting Laboratory. Inc.. 7':st Report No. FTL--4645, dated 08/11/05, signed and sealed by Edmundo Largaespacla, P. L. (Submirtcd Faitderpreviaris:°lC).4 ;`ro.(17-032�.U6) 4. Test reports on: 1) Large Missile lnipact Test per FBC, TAS 201-94 2) Cyclic Wind P v,.,surc Loading per FBC, T.-1S 203-94 along with marked -up drawings and installation diagram of an aluininturi single hung ;;•111c107% with tin fianic, prLaboratory. Inc., Test Rcpotrts No.'s YFL-4649 and .FTL-4723, dated 10/05 and 08/11105, both signed and scalled by Ediuundo Largaespada, P. (Submilled under pre Pious NOA No. 0.5-1018.01) (� Jaime i). Gascun. I'rndurr Control Ncctinp .Nttpervi:or NO No. I 1-0 475.10 Expiration Date: :NIarclt LC, _t}!(i Approval !late: April 21. 2011 E-1 l'iY1, lndttstriea NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED t'ED B. TESTS .'CON' i'INUf il} 3) 'Pest reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure 'Pest, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile impact Test per FBC~, TAS 201-94 5) Cyclic Whad Pressure Loading por FBC, TAS 203-94 6) Forcctl L'.r-try Trf st, per Fl_ C 241 1 3-2.I, ],TAS 202 114 along with marked -up drawings and installation diagram of an alumimu l single llllllg window, with fi►i frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s i+TL-4947 and ITTL-4654), dated 08/1 IA)5, hotli signed and sealed by l dmundo Lar aespada, P. E. (Srabmitted undcrprcvivus,,YOzI A'v.05--1018.01) 4) Test reports ou: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC., TAS 203-94 along with marked -up drawings and installation diagram of an iluminum single hung windo ,7,', ;With fin frame, prepared by Fenestration Testing Laboratory. Inc., Pest Reports No.'s FTL-4948 and. FTL-4646, dated 08/10/05, both signed and sealed by Edtllundo Largaespada, 1). F.. (Submitted under previous NOA No. 05-1018.01) C. CALCULATIONS 1, Anchor verification calculations and structural analysis, complying with FBC-2007, it�icii i2/18;?'00G, ))rcpar�al, signed, se., lt!d ind dated 01/1112011 1_y� hc. bcA L. r_'i-'" P. F. Complics -with AST INN E1300--04 (Suburiteed under previous NOA No.11-0128,03) 1). QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. IVIATERIM. CFRTI ICATiC. NS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNe►hours & Co., Inc. for their "DuPont Butacite@ PVB, Interlayer" dated 12/24/10, expiring oil 12/11/1.1. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex I [i(-: Clear or colored interlayer" dated 05/04/06, expiring on 05/21 / 11, .liaime U. C�ascon-�:�N. vrorti.:ct (-ontroi Smin►i supr.rviszr NOA No, 11-4405.10 1 pit ation Date: ,' lNrch 26, 2{)l6 Approval Date: April 21, 2011 L-2 PG I' !ndustt•ias F. TATFM17!,1I',CS 1. Statement letter of compiiaue, with the Flit 2007, dated April 03, :2011, shined and scaler{ by Robert L. Clark, P. E. 2. State,nent letter of no financial interest ar,d cnnfr t'niar;ce, dated April 03, 2011, ipc(I and sealed by Robert L. Clark, P. E. 3. Laboratory compliance letter for Tcst Reports No.'s FTL,A957, F 4 L -•. 9538 1*TL--5063, F`t`LA645, FTLA649, FIL-4713, F•1' L--4947. F Z'L-46:50, F L-4948 and F TLr-46d6, issued by Fenestration Testing Laboratory, elated 10/0-1/06 through 08I10/05, all sigr;cd and scaled by Edr}undo i.. t�t;aesj�acia, ('. F . (Sud+milte d under pi-evious AU,4 AVu. 07-03 )d.06 and 0--1018.01) G. OTHERS HERS 1. Notice of Acc t� ptance 'No. 11-0128.03, issued to PUT 112dtt3trius for their Series "S11- 700" Alumimmi Single I1ung Window - apprt- vcd inn 03/10r 1 1 <urtl c,%pint:', on 0 03/10 .lwima ;7, C:N.run, P. F, Product Control Section -Supervisor N 3A No, I I—(1405.10 E.;kpiratiwl Dille: ti1:9101 26, NIo Approv al llutc: April ll, 21t111 r, - 3 k GENE_-RAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS GL.AZ NG pPT"ONS ISLE DETAILS ON SHEET 2) A 81'ri" LNMI CONSISTING Of-:.2) LITES OF 11W ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 8 5/'6' LAMI CONSISTING OF [ 1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MF.KIMt:M PVS INTERLAYER. C 5/' o' LAMI CONSISTING OF (2) LITES OF 1(II" IiEA7 STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D 71',(1" LAMI CONSIS T MNG OF ;2) LITES OF 3/10' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E 71 c" LwAl CONSISTING OF (1) LITE OF 0116' ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .0110 DUPONT BUTACITE OR SAFLEX/KEEPSAFE ,LAXIM::M PVB. F. 7/11; L V,4! CONSISTING OF i2) LITES O= 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G 13!' 8" LAMI IG (1) LITE OF 118" TE=PEREC GLASS AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2)LITES OF 1/8" ANNEALED GLASS WITH A .OUJ DUPONT 6UTACI1 E OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H 13116' LAN.I !G. ;U LITE OF 118" TEMPERED GLASS, AN AIRSPACE AND 516" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118 ' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. '131'16' LAMI IG. , 1) LI""E OF 1 B' TEMPERED GLASS, AN AIRSPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN 090 DUPONT BUTACITE OR SAFLcXIKEEPSAFE MAXIMUM PV8 INTERLAYER. J 13110" LAM! .G: (t) Ll rE OF 1;B" "TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090 DUPONT FUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13.16' _AN71 IG: (1) LITE OF 1;8" TEMPERED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3r16- HEAT STRENGTHENED GLASS WITH AN ,090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 11'16" 1.44: G' 11) LITE OF 1,8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W!'H AN 020 DJPCNT 8U'TAC;TE OR SAFLEXACEEPSA=E MAXIMUM PV8INTERLAYER. Ztiym 13i'6" ..APAI IG' 11) LITE OF 116" ANNEALED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEhJKEEPSAFc MAXIMUM PVB INTERLAYER. CONFIGURATIONS "OX" (111, '.IEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3 Dc SIGN PRESSURES: [SEE TABLES, SHEETS 31 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AS7M E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4 ANCHDRAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5 SHUTTERS ARE NOT REQUIRED. 3 FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. is REFERENCES: TEST REPORTS FT1-464S, FTL-4646, FTL-4d47, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063 AN'SUA.FBPA NOS-'C01 FOR WOOD CONSTRUCTION ADM- 2000 ALUMINUM DESIGN -MANUAL i d. SERIESlMCOEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. it 9. THIS P-20CUCl' HAS BEEK DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANEZONE!HVHZ) CHAN3c0 CAP 0 TECNNOLOOY DRIVE v"lvc tvVlcv NOl(OM19. FL S427G P.O. BOX 1529 ALUM. SINGLE HUNG WINDOW, IMPAG ,4 078%FL 3G211 V.0ibly Battar e1b�i9° a.lr ert 8H700 NTS 1 - 11 1 4040.20 NOA DRAWING MAP SHEET GENERAL NOTES ............. i GLAZING DETAILS .......... 2 DESIGN PRESSURES....... S ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS........... 5 PARTS LIST ....................... 6 EXTRUSIONS ................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 REVISED S with the Florida do No11-S,Z' - 16sll- Robert L. Clark P.E. PE 439712 SVuolorel or I j 86,87,88 orr 9 lI i1 II 7. 1/2" NOM. GLASS SITE r-- v6" ANNEALED OR HEAT STRENGTHENED GLASS .093 SOLUTIA OR DUPONT PVB INTERLAYER -►I 118" ANNEALED OR HEAT STRENGTHENED GLASS �Y+I— SMY NOM. 5116" LAMINATED GLASS V2" NOW GLASS SITE {r. 89,90 or 91 I �_ 70 - - 116" ANNEALED OR HEAT STRENGTHENED GLASS G90 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS — 6116" LAMINATED AIR SPACE 118" ANNEALED OR TEMPERED GLASS 13/16" NOM. 13116" LAMI IG GLASS VJ15116" LAMI .0 CIANGED CAP GLASS TYPE TO TEMPERED FROM HS _ 1070 TECHNOLOGY ORN 8 ADD ITEM82 TO N18 lAW LG. GLASS JA,A,A6 LAW IG NOTE NOKCMiS, FL 34276 A NO CHANGE TH1s SHEET P.O.89X 162E "If.. NOKOMIS. FL 34274 rrans�a7 _ -- -- AL LAM 'G OU 1*GOA.RD --13S NIA'i SE UPGRADED TO 3r1E•"A9TH NO --tP,40E IN DESIGN PRESSURE JM. BITE r 3118•'ANNEALED OR HEAT STRENGTHENED G-1S8 09D SOLUTIA OR DUPONT PVB INTERLAYE R 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 7116" LAMINATED GLASS 112" NOM. GLASS BITE V 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLrtv_R 31W ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED AIR SPACE 1/8" TEMPERED GLASS & 13fl6" NOM. 13il6" LAMI IG GLASS W17116" LAMI 30 _GLAZING DETAILS ALUM. SINGLE HUNG WINDOW IMPACT Vmibly Baw " "` 7 1Mp"v sH7oo Full 2 lkL_ SEC-,!ONS) �I I • • :II FaoDucrl<Iivs�L �nru,I,nu:r Wirt• rttc tivndu � LII,3i:IsQ i• '.lirtw D:Jc : w'o.lan t t�rrt:c 'I i i7 ✓ t PL 6s]712 � ! 111 FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION --6�,,�- - BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS - -- WINDOW HEIGHT j WIDTH GLASS TYPE 63" - BC>" -G8" _.._ 70" 72" 74" TABL 78" 48" A.6 M a\ +t90 -60 0 +80 0 •80.0 -80.0 ,I. -80 D +800! -E0.0 +80.0 : -80.0 +80.0 -80.0 +80.0 �50" _ -- y A,B,I,A 600 -80_.0 '60.0 ' •80.0 •+•80.0 ' 0 +80 t, _00.0 +80.0 -80.0 +80.0 -80.0 +79.0 r60.0 -80 0 +80 0 -80.0 _•8U 180.01 800 160 6 •80.0 +76.8 ' -78.8 +77.3 -77.3 +75.9 53 118" A 3 Id ,y •0.0 •80.0 +80 0 -80.0 +7E.O -;9 g + 8 28.2 +70.9 -78.9 +75 4 -76.4 +74.0 UP Tp 53 110- C,D.L•,F,G.H.I J K.L '60 0 -80 D +80 0 .80.6 r80.0 f -80 D -+w C -E0.0 +80.0 -80.0 +80.0 -80.0 -80-0 Ii CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wf HIGH SILL BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT ANNUS SASH HEIGHT (MAX. WINDOW HT. W1 SA' (, -_WIDTH GLASS TYPE 17yi 22 11118" 1 28 3f18"� 3073f4" 1 39 6116" 53 118" D.E,F.J.K.L 1 +80.0 -KO I +EG• 0 1 -6D.D +� •60.D in() •a0.a F7n_D 1 _70 Y"- oo +Trca TEST REPORTS A. 5116" LAMI - (116"A,.U90 118"A: F'FL-4647, 4048, 4723, 4957 B 5l16" Wtdl - (VB"A,.On0,1/8"HS) FTL-4047, 4848 C.5!1G"LAMI-(116'HS,.09D,tJ8"HS) FTL-4647,4648_--- ! 10 7116" LAM( • (3116"A_.09C, 316"A) ----- - -- -- - FTL-4645, 4a85 ^-- I E. 7116" LAMI • (3116"A OSO, 3!16°HS) - FTL-4845 �F 7116"LAM_t-(3f18"H_S..D50,3/16"HS)-_-----.^...-----'-_-•----....------------- F_TL-4G45 G 13 16" LAM( IG - 110" T, AIR SPACE 511G'_LANII • 1116"A.Am 118'Aj _ FTL-4646, 44723 I H 13116" LAMI IG - 1/6" T. AIRSPACE 5116" LAM1- (1(a"A,.090,118' HS)---_� FTL-4646 :1. 13!'t3" LAMI Z lib" T. AIR SPACE, 5!W LA01 (It6'H5..090,1f6"HS) _--------- FTL-4646 Ju'311G_IAMIl. ICI - 11$ T_ AIR SPA(E, 7ii8' LAMI - (31IVA,.00, W16"AI FTL4649, 4650 i K 13116' LAMI iG - t18" T AIR SPAT-E 7116" LAW • (3118°P._ 090, 3i1G"1^S) F fL-4649, 4650, 4958 L I V Id" LAMI IG 118" T, AIR SPACE, 7116" LAM( - 13fl6"HS. 000 3116"HS) FTL-4649, 4650 M _ 13116" LANII IG - 1i8"A. A,R SPACE 5J'16' L•aMI - '115 A. 000, 116"A)7ttt, FlL-5063 W MEETING RAIL 0 HT. 0 9 "X" S SH 0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wf HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 383181, 44" 50 Wall 53" 72" 74" 76" 48" A,B.MA\ +EU 0 -8U.0 +80.0 -80.0 +80 0 .80 0 +60.3 I 80 0 +70.0 •70.0 +70.0 •70.0 +7D.0 .70.0 -- --80" - A.S.M1$ - +600 -80A • +80.01 -dU.Q +815.0. -800 +70.6 -79.9 +70.0 -70.0 +70.0 1 -70.0 +70.0 -70.0 62" A. +.60 D -80.0 +80.0 I -80.0 +80 0 ; C_ -80 +76.9 -76.9 +70,0 -70,0 +88.8 68.8 +87.8 876 53 1/8� 80DA,6.M _ 8 _- 80.0 .0+BO.0 . -80 D 176.0 -75.0 +88.7 $8.7 . +655 -85.5 UP TO53118" C,D,L',F,G,H.I.J,K,L +60.0 -S).O +80.0 -80.0 +8C.0 -fiU.O +SD.O, -80.0 +70.0 •70.0 +70.0 -70.0 +7D.0 -70.0 HIT. MEETING RAIL t„x,. _ L H TABLE 3. _ 4L FIN) IT. O• MINUS 551511w, I SASH 0.0 -70.0 HT. HT. MEETING RAIL TABLE 4. x SASH (VOTES' 1.': hNC0%r.S W:TH THE LOW S LL OPT:ON ARE JM.ITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES, NEGATIVE DESIGN PRESSURES ARE UNEFFECTEC. 2. FUR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOr.",'jV,NDOWS ARE 12 &5' MINIMUM TO 3B" MAXIMUM. tTti::�Sr )?yam•"-"-- n wnT"-------'- J.li. I UOAi/11 T G I Ch:4NGED C4P i;Lr15S T 9r'E 7C+TERtP=R£di FRJ.M h5 �- �_ 07U fea-Mu:00Y UANY ✓GVIVI• rnGVO Vr{G�7 NONOMIS, FL 31.i5 ter P.O. Box 1523 M GLE ALUM. SINGLE HUNG WINDOW, IMPAC N0I101AA, FL 31214 wilmy Behar sinao NTS 3 d 1i 4040.20 +c Florida Ro rt L. GWA. P E. PE N39712 Stmob-I 531/8' MAX. FLANGED WIDTH - 52 1/8' MAX. I.F. WIDTH �] 49 568" MAX. FIXED DLO (ALL) D SEE DLO il+ /'f, _ P I.F. TABLE O p HEI HT SEE D jI I TABL �79' MAX. t 311706 ;EE DLO MAX TABLE X SASH (N lam') II HEI N' 1� 46 1/4' MAX. VENT DLO (ALL) DETAIL A 1/1 B 75" MAX. I I.F. HEI HT ® SEE a 76" MAX. TAI FLANGED HEIGHT 9 75" MAX. I A I.F. HEI HT FLANGED DETAIL B VIEW (STANDARD SASH) E� 76" MAX. I I LF. E HEI HT )LO LE I O j� j 76" MAX. FLANGED HEI HT LTAI�jll / 1 L0" 1 TABLE 20,ESEE DLO X SASH SEE DLO XSASH -. HEIGHT-.___.-� ----- . i HEIGHT . ......... DETAIL D DETAIL E VIEW (CUSTOM SASH RADIUS TOPJCUSTOM SASH. NOTES: I. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4, SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 7fi' MAX. I.F. HEI HT MAX. FLANGED HEI T S NCIE4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FRED LIT! LOW SILL I 7HIGH SILL A 34 10 34311611 B 41518" 411/4" C 41 114" 40 7/6" D 52 518" 52 11118" E 52 1/4" 52 6116' SASH DETAIL LOW SILL HIGH SILL A 34 1W 34 3116" B 27 7116' 27 1/8" C 27 7/16" 27 1/8" D 16 318" 15 314" E 16 30 15 W41" TABLE 5. NO.0 FL 3,21E �� ALUM. SINGLE HUNG WINDOW P.O.0;,:B may. a.K a.W� NOK&IS. FL 34274 vb1bly Batter 'SH700 NTS 4 - 11 A040 20 REVISED xwithtW Florida (Robert L. Clark, P.E. PE N39712 Struetruel — 1x .1GHT z�- OUTSIDE. MAK. VENT DAYLIGHT CPENING Lr=-.—�n nr_-t�_.1 , k ffl� III INSIDE J 30�\ SECTION B;B (LOW SILL SHOWN) �0/ (LOWSILL) SEE NOTE ABOVE I ULTRAL!FT -'J ONLY NOTE: MIN. (1) SWEEP LATCH AT VENT CaFNTERLiNE JR 26)2J OOF SASH. BOTTOM LOGES, (1) 6- FROM EACH SIDE SASH. INSICE Y —NiAK. VENT DAYLIGHT OPENINGhl'4 2. T-) — NCi[E: EA(.ANCH PARTS USED rk1 BASED ON SASH INSIGHT 2.71o„ I ' OUTSIDE- WAX. FIXED LITE DAYLIGHT OPENING -- IdAK. N9Di1i----- SECTION A -A INTEGRAL FIN (I.FJ FRAME SECTIONS® — -- NSiDi — 47 nu - HIGH LOW Sr r, HIGH SILL LOW SILL HEAD 2.710'- �8 �I.F FRAME 1 OUTSIDE �II (HIGH SILL) / 0 \—( 2ULTRALIFT ONLY ALTERNATE HIGH SILL_ o ecKucLooroRrre; SECTIONS NOKOMIg. FLSf276 ( �� r.o.ucx+e"e j.��; Er—aa.'". SIN, NOKJM,B.FL3W4 vwbb Bens+ �'"� I SH7D0 t 63 I 6T SECTION C-C RADIUS TOP HEAD DETAIL - FLANGSD V Halt I B a 11 1 4040-20 .QUIJ(? fi3:� ISGD omoptyu'y �}i:6 ltrc FlunZa during r••nc .tin ftn Dn:o N.K r ,'3JIo i /Roo,A L. i:'.% F c. PC 43Nr` I;: ;�I•u...JiHI e ITEM DlJG,AA ' _ _ _ DE5CRIP70N PG(fi 1 I •1002A iFI.ANGE FR%,(ulE HEAD—�_^—�—� 3t;12:i5� a 4003C 'FLANGE FRfAE SILL (LCAISILL) 6 6 7 8 _ -162D OHE:SNEOPENCELLFOAMPAD T 4004 IFLANGE FRAME JA NIB 4025 SASH STOP P ;EGS 125_ L_ONG RES1 _ 4625 t'ASH STO_ 9 4029 SPIRAL BALANCE, 31B' 54", OR 11116" 1080 BALANCE COVER, 3/8" OR 5R1'- 11 u6 X.750 PH PN SIt,S ' BALANICEBOTTOMBRACKET lJ 108511C8 SASH TOP GUIDE 1 i5 G8 X 1 PHILLIPS 1 LAT HEAD S. STL 6 _ 1060.1 BALANCECOVER.11116" —_ 7 e 053 , 4028-I SASI I STOP COVEER SASH BRACKET -8 _ N6-32 X 1 /2' L G. PH. FH. TYPE F Smil. 21 4054C - FOXED A'EE1ING RAIL -- II 2J 4005C SASH MP PAL ''S 1235 WSTP_170 X 270 BACK, FIN SEAL �1 ^�(S_ i2? 28 30 109P. ! 1016 4007 1226 WIEEP LATCH --- �_ 68 X 625 PH F. 6MS_ _ _ — SASHSOITOMRAIL(LCJJSILL) _ 4VSTP„ BULB MNYL —i ` i 3w1 ( 4C08 Si1SH SIDE RAJL :_ ±fi i _ _1285 1622 SASH FACE GUIDE LE Afl SETTING FLOCK 312.2" X 25154' X I' ! 3(i I 37 _ i052_ 1224 L--IG SETTIIJG_BLOCK 1" X 3A4"X 1113" VINYt_GLAZ SEA]BULB (1HICKI stt 1225 VINYLGLAZ SEAGBULB(THIN) i ! 41 4030G GLAZING MID, 6116 LAN1. GLASS. 42 y -404<9 GLAZING BEAD. NIS LAIR WIGRILL KIT 1 G4 4222A 45 9860 GLAZING BEAD, 7116" LA4.7I_ GLAZING BFPD,7l7l1_6' LAA11 V0,C;RLL KIT 40 407 GiAZINGBEAD, 13hfi' LAM I.G. 47 I 4071A IF'RAML, I F. HEAD 48 ! 4072A FRAME, I.F. LOW SILL —y 40 j 4073A_ FRAME, I.F. HIGH MLL I 60 I 4(7rB FRAME, I F. J Jrti _ 52 4009 53 1083- 04 2740 5'IL_L LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) _ SILL LATCH (EGRESS) (NIGH SILL) } j�--5�5 SCREEN FRAME (HQR. d VER.) I _6 � -1630 07 1631 SCREEN CORNER KEY VMINGS :)GREEN CORNEP, KEYWOUT RINGS .8—~-1073_ I 59 / 624 ISCREEN SPRING _ _ SCREEN SPLINE 13.5 DM' FOA:% 612244 —IJ 812244 rU.CI.?t!)1fl 7334AA __ 64053 �'ULBRKT _ --- _'62.2X12FFFX ti•:G54C � ��� 64008 ~-- 67S1CG ~71095 r— _ 1858 ITF?! , DW(3# DESCF9PT10N PGTO 60 1635 SCREENSPI-ME-.135DIAHARD 81B35K 61 ; SCREEN CLOTH aisle 63 i 605 GLA"JNG CHANNEL I.Bs6X.6D0) 6533402 64 1 1161 lJ6 X 1.000 PH. BUGLE TEK 706X1 67 : GLAZING TAPE, 1/16X1A2.7118LANI 629VISIO 68 i 4051A. SASH SOTTONIRAIL ,HIGH SILL) 61061 69 4C50A 70 ? _ •FLANGEFRAME:SILL(HIGHSILL) — SILICONE, OOV/899, 995 OR EQUIV. 64050 BO ;A GLASS, 5,'16" LAMI, (1/8"A.090 PVS,118"N 81 M. GLASS. 5116"LAMI,(118"A.090PVB,118"HS) 82 1(:. GLASS, 5/16' LANIJ, (118"HS,.000 PVB 98"HS) 83 :0. GLASS, 71W LAMI, 0113-A.090 P1B,1i8" A) 84 1E. GLASS, 7HG" LAYI, (V87A.090 PV6,1411S) B6TVGLASS, 7116"LWNt, (1/8"FIS..000 PVB,1/8'NS} 86 GGLASS,13116" LAMI IG; 1/8'T, AIR SPACE 5116" LAN, (118"A.090 PVB,11B"A) 87 IH_GLASS,13116" LAMI IG;1/8'T, AIR SPACE Me" LAN, 1/8"A.090 PVB,118"HS) 68 I I. GLAS5,13/16" LMd IG,118'T, AIR SPATE, Me" LAN, 118W HS,.090 PVB,1/8"HS 69 'J. GLASS, 13/i O' LN4IG;1 t8 ", AIR SPACE, 7110" LAM], 3/16"A.090 PV8,3/16" 0-- 0 -iK. CLASS,1306" LAMI ;G;1(F"f AIR SPACE, 7/16" LAW (3116"A.090 P11B,311WHS) 01 1 L GLASS, 13)16" LAW! IG; 118'T, AIR SPACE, Via" LANE, (3/16"HS,.090 PVB,3118'HS) 82 M GLASS, 13/16" LAMI IG;1/6"A AIR SPACE, 6/16" LAMI, (1/W'A,09D PVB,1/8"A) --- 6TP240-- 612231 42501 —71622K I. 30 P. 247 _ I ' 6TP248K TP248 . FRAME, I.F, BEAD 044:'f13 — 1 �47) k4071A, 6063-T6 64222 - ---- FRAME, I.F. LOW SILL — 64067 — �� 84072A,6063-T6 T -64071 '-2.906 -- 64072 M 64073- 54074 y_-- 704009 _ 062 NOM 7SPRNG THICKNESS '�- 62740 4. 71 L 61014 ti Oe2 NOM 71630 G~ i THICKNESS 1 -71631 - I 7CASP _ 664 --- t `—` - 50 FRAME, I.F. JAMB f—� FRAME, I.F. HIGH SILL 10` #40746, 6063-Te V� L A�1—04078A, 0063-1-6 (USED AS RADIUS TOP HEAD) ++ tfN �- IO7u TECri!utY_CciY DRIVe7 PARTS LIST NONC#tIS, fL9d9'/E � ALUM.:SINGLE HUNG WINDOW IMPACT vc•.8.FL34 am�w �a.K.r ,.V uw o.mrn ti. I:DXOM1gB,FL S1Ti4 4"u(bb• 6rt,+:r Gf+' o_ rl t d L. Clark, P.E. PE N36A72 3ttum" a R I---2.784 —� FLANGE FRAME HIFAD W002A,5063-T8 1.749_ �2710 n FLANGE FRAME JAMB \\JJ #4004, 6063-T5 (USED AS RADIUS TOP HEAD) -+� 1.342 .085:-+j 165 21 FIXED MEETING RAIL N406,IA, 6063HD-T6 gV 1 2.946 1--2.764 --�{ �.% Cl FLANGE FRAME SILL (HIGH) #4050A.6063-TO A62--f I+- 2.830 2.330 2.764--�� U FLANGE FRAME SILL (LOW) 44003C,606346 ` 1 - .Iui2 f I.490 �•-'1.513.738 SASH STOP 7 SASH P (_OVER STO A4025,606345 #4053,6063-75 —2.328---- 2,279 1 I 1-979 JtSu 1.707 h Sir =,I- L-- I.F FRAME SEALANT ALONG ENTIRE JOINT 1 D( 47 �� � r I.F. F'RIUAC ,a 6 or 50 WELD ALCrjr SCREW BOSS (2) SEALANT OR GASKET AT HEAD AND SILL VIJ VIEW G-D VIEW E-E (111 & VIFW HEAD & SILL, RADILS TOP SILL) (RADIUS TOP HL"AD ONLY) FRAME CORNER CONS T RUCTION _ .050 I - .678 "' 341) /- GLAZING BEAD 5/1& 41 #40393.6063-TS ~ 23 SASH TOP RAIL 28SASH BOTTOM I;AIL(LCM J #4006C,6063HS-T6 44067,6063-T5 Ob"0 ii _�-67L8 IT 44 GLAZING BEAD 7/16' PA222. 6063-Tfi "s1 SASH SIDE RAIL tF4008, E063-T5 No C1i aell?THIS SILEET 68 SASH BOTTOM FRAIL (HIGH) /1E051A, 5063- 7 5 1070.fECH+4CLCGY DRIVE NOKOM18, FL 34275 P.G. 5Q7;'an NOKOMIS, FL 94'M I[ _1 .ono__ 678 „�, 1.1154-1-T C4D GLAZING BEAD, 7/16" iMFC, ¢063•TS (USED WJ GRILL KIT) 6 or 50 I 678 1 A96--1 142 GLAZING SEND, 5r16" fAIU446, 88383 T5 WSED W/ GRILL KIT) .E` C50 ,I h---`-i-•1.097 �6 GLAZING BEAD, 13116" IG #4067, 6063, T5 "KF'RUSIONS & FRAME CORNIER DETAIL ILUM. SINGLE HUNG WINDOW, IMPACT u'.a-auw. -- SWOO FIBLr T - 11 4040620 w?v[sao ��,m thu Fn,7Ia� -2 A �R, kmt Citrl,.'E. PE d30712 >vum,al 4- t NCHOR QUANTITIES FOR 1H FLANGED WINDOWSTABLE 6VINDOW HEIGHT_ SUSSTR.,ITE _ 28,603 34.603 40.603 46.603 52 603^ 55.603 64.603 76.000 AIJCF:OR TYPE' t U —' C r —_r_—..__... ----- -- — z m pl Q U O U U l U O U( U C] U' C? 0 U U U� Cl I In/INC01A' GLASS NOiNOI"OtiONO OfiO`NO Orve O^pcJbNOi' O�ONQ:.-nN NoZ ONONp�oz `A'IDTH Tr'wEi L v �' V r{ V U U U UI U qy v; •U U'u U U C,D,E,F,G, '1 1 1 1 1 1 t 1 1 1 1 I 1 1 1 1 t 1` 1 1 1 1 1 1 1 18.125 H,LJ.K,L 1 211 1 1 1 1_ 2_ 111 112 l_ 2 1'2 212 2.2 2 2 2 2 2 2 2i2 2i2 2i2 2'2(2�2 212 2`2 2 2 2i3 2i2 3 3 I A,S,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1'2 1 1 1�2 2 2 1:2 212 2 2 2 2 2(2 2�2 2{2 212 22 2 2 2i2 22 2121212 2j3 212 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 24.GOD H_LJ.K,L 1 2(1;1 141121112 112 212 11'2 212 2 2 2!2 2 2 2 2 2;2 2j2 213 2 2 2'2 213 2(2 2 3 313 212 3E3 A,B M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1,2 li1 1'2 11211 2 112 -212 1 2 2i2 2 2 2;2 2 2 2 212:2(2!2 2'3 212 212 2 3 212 213 313 212 3'3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I i i 2 1 1 2 1 1 2 1 32.000 li•I,J,K,L 1 2 112 212 2 3 1 2 2'2 2 3!1 212 3 2 3 212 2 3 2 3(2 2!213 313 2'2 3 3 3 4 3 2 313 314 313 414 1� 1 1 7 1. 1 1 1 � _ 1 2; 112 2j2.213 112 2,2 2 311;2 213 2'3 2'2 213 21312 212�3 3 3 212 313 314 3 2 313 3'4 3 3 4 4 C,D.E F,G, 1 1 1 1 1 1 2 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 tI,IJ,K,L 2 211i2 2 2 2'3 1 2 2 3 213i2 2 2;3 2, 2 2 2 3 2 3 2 312j3 314 2 3 3 3 3 4 3 3 3 4 3'5 3 3 4 4 37.000 ---- - AB,M 1 1 1 1 1 1 21 1 1 2 1 2 2 1 1 2 2 1 2 2 1 2 2 1 2 :! 2 1'2 2 2 2 3 1(2 Z'3 21312 2 2;3 213 2!2 213 2 3�2 3;213 314 213 313 314 313 3�4 315 3I3 414 ANCHORAGE NOTES:. 1. ANCHOR TYPES: 1 - 1/4" ELCO TAOCONS I 2 -1/4" ELCC S84 CRETE-F LEX zL 3 -#12 SCREWS i 2. ANCHOR LOCP.TIONS ARE BASED ON THE i FOLLOWIING DIMENSIONS. HEAD - 181/2"MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS IV MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL 1 SILL - ANCHORS NOT REQUIRED i 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. Al I' 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. DESIGN PRESSURE LIMITATIONS: ' SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE P. MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, FHE MAXIMUM DESIGN PRESSURE FOR THE1 RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. C.D,E F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,:,J,K.L 2 2 1 2 2;2 2 3 212 2,3 2;312 2 2'3 2 3 2J3 213 2.4 '.2 3I3 3 314 2 3 3 4 316 313 314 416 3 3 414 A,B.M _2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1�2 212 2 3 2 2 2 3 2 3 2 2 213 2 3 213 2i3 2 4 2 3i3 3 3i4 2 3 3 4 315 3j313 4 4 5 313 4i4 _ PSF 79 C,D,E F.G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 TABLE KEY: 1 14.000 H,I,J,C,L 22 2!2 2'2 2 3.212;2 3 2 3i2 2 313 2 a 213 3 3 3.4 2 3 313 3 4 213 3 4 3 5 3 3;3 4 4.5 314 415 M •PSF ( — 2 2 2 2 2 2 2 1 2 2 2 2 2 2, 2 2 2 2 2 2 2 2 2 2 2 {DP LIMITED 118 AB,M 2-2212 2:2 2 3 2 212 3 2 3;2 2 3'3 2 4 2;3 5'3 3 41'2,3;3 3 314 2 3 3 4 3 5 313j3 4 4 5 3 4 415 HEAD 2 �( PSF 79 ( 79 JAMB ABOVE 2 3 MTG. RAIL C,D,E,F,G,L 2 2 2 2 2 2 2 2 2 2E34 2 2 1 2 2 2 3 2 1 2 3 2 2 JAMB BELOW I� 48.000 _Fi,iJ,K,I 2 2 2 2 2 2 2 3 2 2 2 3 3 4� 2 3 3 3 3 4 2� 334 4_2.3 i 3 4 3 i 5 3 3 314 315 3.3! 4 5 4 6 314 610 MTG. RAIL AB,M _ 2 2 2 2 2 2 2 2 2 2 2 2 I 7. j 2 2 2 2 3 2 i 2 3 2 2 212 2: 2' 2.3 2 2 2 3 3 4;2 3 313 314 23 412*3!314 315 313 314 315 3'314'S 418 314 5i5 (FULL DP) PSF T2 i 79 79 _ HEAD 2 C,D,E,F,G, 2 2! 2 2 2 2 2 1 2 2 2 2 2 3 2 I 2 3 2 2 3 2 i 3 3 2 JAMB ABOVE 2 3 _..,MTG. RAIL 03.125 H,I,J,(,L 2 2 2 2:2(2 2i3 2;Z 2 3 3,4 2 3 3 4 3;4 2 3 314 3 4'3'33�4 3i5 3 3 4 4 4 E 3'4;4 5 4 8 3 4 5j8 _ _ _ JAMB BELOW 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Ii AB•M 2 2 2i2i212 2 3 2,2 2 3 3 4 2 3 3�4 3r4 2i3 3 4 3 4 3 3'3 4 315 "s 3 4 4 Air 33'415 4 8 3 4 45 MTG. RAIL J.H. aaoNrr a�aF�( "rf: r3Aki NucwtNcs sHET a RWHeRET I070TECH.t ANCHORAGE SPACING 1/1WINDOWS9 ANCHOR OTYISRESTRICTELYSIZE. DOLOGY DRIVE PL 8a76 *� F.c I 1,74AX A NGCWiNGETNISShEET P.O. Box16:W ALUM. SINGLE HUNG WINDOW,IMPACT iaiMur „� f+ueml a� RDxamis,it34m Viabb.&'m•r rr+ - — w --ft' F.K. TP2YVS J.J._ ?l13n7 �•----- -- SH700 NTS 8 11 4040,20 C Flurid. RR rnt L. CIaIA, P.E. PE #b9712 st—I W a, m 41 Ij!ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: (�WINDOWHEIGHT 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX SUBSTR/{TE,, i Z)655 _37155 44.65_5_ _ 52.155 1 9.655 67.155 _74.655 1 76.000 3-#12SCREWS A1dC : OR Tl I''( U UJ U O U c U U U U U U C) U U U U U O U U O U U 2. ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS �rJ'Nz zmoc'z-ZMONZ, Z�ONz zv�o z zol0Nz ZMONZ zmONz Z ni O "- G" O OO cv O O' O c.l O O- O �i O O N O O O H O O '- G �i O- O FOLLOWING DIMENSIONS: WIDTH TYPE 011 v U U Ty U; U ?� U U U U U U U U U U HEAD -18 14- MAX. FROM TOP CORNERS C.D.E F,G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS - 171/2" MAX. FROM TOP CORNERS H,I,J,IC.L i 2 2 2 2 I 15' MAX. FROM BOTTOM CORNERS 19.125 -- 1 1 r 1 1' 1 2 2 2 '1 2' 2 2 2 21 2 2 2 2 2 2 2 2 2; 2 2 2 2 2 2; � 3 2 2; 2 3; 2 3' 2 2 2 3 2 6" MAX. BELOW MTG. RAIL 1 4 E V 1� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL - ANCHORS NOT REQUIRED 1 1 1 1.1 1i11212 2 1 2.2 22 2' 2 2 2 212 212112 212 22 2,2 2;2 2.2 22 3.2 22 312 3!2 212 312 ® 1 i------3. INSTALL PER THE ADJACENT TABLE ANCHOR _PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. Gi),E,F,G 'I 1 1 1 1 1 1 1 1 1 1 ±222 124.U00H.LJ.K_L 1' 1 t j 1 1 1 2 2 1 1 22 2 L2 2�^c 2 2 2 2 2 2 2 i213 2 3I2 2;2 3'?. 3 2!2 2 3 2 3 2 2 2 3 2 TABLE WIDTH AND HEIGHT DIMENSION ARE FGR 1 E U1, 1 1 1 1 1 1 1 1 1 1 1 1; 1 1 1 1 1 FLANGEOWINDOWS. INTEGRAL FIN DIMENSIONS 11'1:111 1 2 2 '1 1 2 2 212 2 2 2 2 22 2 2 212 3:2 312 2,2 3i2 3 2,212 3i2 312 212 3 2 ARE 1'LESS. PSf° 6 77 -- _ DESIGN PRESSURE LIMITATIONS: C,D,E,F.G, 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A H,I,J,r(,L I BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A 32.000 _ 1 1 i 1 Ili 2 2 2. 2 2 2 2 3 2 2 2 2 3' 3 2. 2 3 3 3 3 3' 2 3, 3 3 3 212 3. 3 4 3' 3 2 4 3 41 3 3 2 4 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A.8.PA _ 1 1 1 1 1 1 1 I 1 2 1 1 OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 1- ► 1 1 1 1 2 2 2 2 2'. 2 2 3 2' 2 i 2 2 313 21 2 3 3 3. 3' 3 i 2 3. 3 3' 3 Y 2 3'. 3 4 3 3 2 4' 3 4' 3 3 2 4 3 MAXIMUM DESIGN Psr• 58 _ 67 79 _ PRESSURE FOR THE i ----- RESPECTIVE SIZE 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 Hj.JJK,L TIT 1111 1 222i22-22132'2.2L3332i2333''3i3`34;33133�23:34'3324134143J243 AVAILABLE. -I 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A.BM 1 I 1 1 2 1 1 2 1 2 i 1i I 1''1 1 2,2 2'2 2 2 2!3 2 2 213 313 2i2 3 3 3 3 3 3 4 3 3 3 3:2 3:3 4 3 3 2 4 3 4�4 312 4 3 PSF 54 79 62 79 C,O.E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - I. _. 40.0D0 -V.J.K,L 1 1 1��1 21-2 212 2.2 213 22 313 313 212 3 3 4 3'3!3 4;3 313 3�3 4,3 4 4 3 3 4 3 4 4 3i3 5 3 -- - -_ -__ 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 B,la - I....... _. 1 1 1F1 1T1 2 2 2 2 2.2 2 3 212 313 313 212 3 3 4 3 3 3 d 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 TABLE KEY: PSF 49 79 66 79 79 C.D,E.F,G, 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �• PSF 44•000 H.W K.L 1 '1 1 1 9 1 2 2 i 2' 2 2` 2 31 3 2 2 3 3 314 213 3 3 4 d 313 4 3 41 4 3 3 4' 3 4' 4 313 4 3 4 4 3. 3 5 q (DP LIMITED) 117 --- - L -- ` HEAD _3 A,B,M 2 2 2 2; 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 z 2 2 2 2 '-" JAMB ABOVE 3 3 RDDUCrR6�s6D 111 1 1 1-1 l2 2'2 2.2 3,3 2.2 3:3 3;4 2'3 3'3 41413 3 4 3 414 3 3 4,3 4:4 3'3 4,3 4 4 3 3 5 4 dwRp{ymgxah gu Ploslda I PSF 45 74 51 74 79 79 MTG. RAIL ageing Coao - - JAMB BELOW Aueptanoo No C. D,E.F,G, _ 2._ 2 2_ 2_ 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2_ 2 1ap oirDa{c � �G1� j1. 46,00p 7i,I,Jh:,L jl•I 1 1 11 2T2 2;222 31322 3�33143�33_L3443;341444 334'4414 435�44!-44354 MTG,RAIL II _ Y 2 2- 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 (FULL ) 1 1 1 1 1�1,1 2�2 2:2 212 3'3 2 2 313 314 3�3 3 3 4 4'3 3 414 414 3 3 4'4 414 4 3 614 414 4j3 5 4 HEAD 2 -- "SF 41 67 46 67 76 79 C U,E F,G, 2 2 _2_ 2 ±2,2 Ti2 2 3 2 3 3 ?_ 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2 2 %+ 53.125 H.I,JIi,L 1 1 11 1 1 2 2 3T3 3 3 3 3 4'4 3'3 4 4 4 4 3 3 4 4 414 3;3 4;4 5 5 4 3 514,51l5 413 5 4 MiG.RAIL ` �^ 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAMB BELOW i r. � 1 1 1 1 1'1 2 2 3 3 3 3 3:3 4�4 3.3 4'4 4 4!3 3 4�4 4'4 3;3 4,4 5!4 413 514 5 4 413 5 4 C''�L R. 04/o11+17 T'iC NO ct"NOES TMS SHEET °w"pba T." r. F+- ' % *+ V V- iafi�S0-MEFAN1Tf` 0: �lo7o TEcFwoLoor DRIVE ANCHORAGE SPACING STANDARD VIEW F.K. f",J13106 B ADD _DNA RESTRICTED BY SIZE: NOKOMIS, FL 342" " F.K IC - - �1----. . , fiL•NIX' A NO CtuWGE TF99 SHEET P.O.00%1B2G ALUMSINGLE HUNG WINDOWIMPACT Robert L. Gerk, P.E. 6.a: rnra cr',eac NOKOMIS, FL 34274 Visibly Better ' FMc PE 939712 F.!(. TlZ9/U: J.J 2l1.R'C4 I srvoo NTS 9 d 11 4040.20 C Structural P. s ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. _ WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1SUBSTRATE: 17.125 22.668 28211 33.764 1 39.296 11 .839 50.382 55.925 !ANCHOR TYPE: o N5N010N gOQ U 2 c: zm0 0 �NU U z�z U Uc3 ❑ o0 U z 00 U zcl?O OUN _ 0 U z�z ",OU U 00 O mO cifQNU U z�Z U ON 0 ?O U z NOU U z rOU 0 m0 N9NU U z�zt?0 U UN 0 U z�pzo NU U U WINDOW V1'IDTH GLP.SS` TYPE 19.125 D•E,F,J, K•L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 2A.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 1 2 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37 000 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 2 3 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 PSI _ 78 79 79 79 40.000 D,E,F,J, K,L 2 1 2 1 2 1- 2 2 2 2 2 2- 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 2 3 1 4 2 4 2 3 Z 5 2 4 2 4 2 5 2 5 2 4 2 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, K,L 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 2 3; 5 2 4 2 3 2 5 2 5 2 4 2 5 2 6 2 1 4 2, 6 PSF 78 79 70 1 79 1 79 71 79 73 76 46.000 D.E.F,J, K,L--� 2 ---7 2 2 2 2 -2 2 2 2 3 2 3 2 3 _ 3 4 2 4 2 4 2 5 2! 2 4 1 5 3 5 2 4 2 6 3 5 2 4 2 6 3 2 6 6 2 6 1 2 j PsF- 71 79 63 71 79 , 64 74 56 77 69 69 53.125 O,E.F,J, K. 2 1 2 1 2 7 2 2 2 2 2 2 3_ 1 2 3 2 3 3 4 2 4 __3 d 3 6 2 i 3 4 5 3 6 2 5 3 6 3 6 2 5 3 -. . 7 3 6 2 5 3 7 !ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT •SUBSTRATE. 12.776 15.778 18.776 21.776 24.776 27.778 30.776 31.106 Af tCHOR TYPE, WINDOW WIDTH n o N N V o UU no N N O O vUU N o z N OU u ^ UUU 0 Mo N Si y o N UUU U CJ U o � N§ 0 0 z N O— 6 Ci M�Q7 (V 9 $ � N Q' v �n O U o N j2 -i p N O U o �zMQQ N �i 0 z 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3, 2 3 4 2 3 4 2 3 37.000 2 1 2 -79 2 2 2 3 1 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 - 2 2 2 2 2 2 3 2 3 3 2 1 3 -3 3 —3--4 3 3 4 3 4 _ 4 3 4 44.000 - 2- 2 2 _a 2 _ _ 2 78 -_- 2 3 - 2 3 3 3 3 _ 4 3 T 3 4 3 4 5 3 4 5 3 4 48.000 - _ 63 72 79 _ 2 2 2 2 2 2 3 2- 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 53.125 77 _ _ 88 72 2 2 2 2 2 2 3 3 1 3_1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 4 1 5 1 3 1 5 1 5 1 3 5 T7nssnEEr '"D TECHNOLOGY ORWH NCHORAGE SPACING, CUSTOM VIEWKNEREANCHOR CITY IS WS7RICTED BY SCE. NOKO6u8. FL$4275Ottlx—RIUM. HIS SHEET POeoK— SINGLE HUNG WINDOW, IMPACT NOKOMIB, FL 34274 Vwb(7 Better-i1b01G —1 "~ oON` sn7oo NTS 0 d ii 404020 ANCHORAGE NOTES: 1, ANCHOR TYPES: 1-1W ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD-181/2' MAX. FROM CORNERS JAMBS -171 /2' MAX. FROM TOP CORNERS 11 la"MAX. ABOVE THE MEETING RAIL 8' MAX. BELOW MTG. RAIL 15' MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7, FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 6/8- MIN. TO 38' MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 19 AVAILABLE. ® TABLE 7. KEY: M4X. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 4 MTG. RAIL ® TABLE 8. KEY: ;;Tq No 1 mcpimbgDuc p MAX PSF // (DP LIMITED) 112 A�tiad ada JAMB BELOW 2 MTG. RAL , FULL DP �J JAMB BELOWeY MTG. RAL c �I/ R.obon L. Clark P.E. PE NW12 structural a to r 1 3W 1/4' MAX. SHIM CONCRETE ANCHOR, ' FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) I-T - 4 3.35 KSI MIN. CONCRETE INTERIOR c, i • OR 1.5 KSI MIN. CMU 8 (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL NTH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)® 15 DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAXMA{�— SHIM I 131" DIA. N x21/2" W AT CORNE AND W C WOOD FRAME UU 1/4` [T31'DIA. MIN. x 21/2' NAIL, MAX' AT CORNERS SHIM AND 6' O.C. 1 114" 1/4` MAX SHIM MIN. EXTERIOR INTERIOR 8 ALL HEAD AND SILL DETAI ) CONCRETE ANCHOR 3.35 KSI MIN. C41/4' E 1 & 3),& 2x WOOD BUCK ®(SEE NOTE 4) V -tt.� I3JWMIN..1/4`TAPCON® •1.314' MIX.1/4' CRETE-FLEX OPTIONAL 1xoWOOD BUCK SEE NOTE 4) AX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 31w 114" MAX. SHIM—• 7L". r 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1l4' SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314'. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/7'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1 W THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T6 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A S12E TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL. FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS. IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.6.4 (SUPPLEMENT 2005} FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) (SEE NOTE 4)® DOD FRAME F_ 131" DIA. MIN. x 2 112' NAIL, AT CORNERS AND 5' O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1/4' _MAX. SHIM DETAIL G, (SILL) P.0. BQx t6Zi �+� •-•�v.. v...r.. vr�v rr. k1010CNW. PL�4II4 y�$r� sH>oo NT3 11 + 11 IMPACT Ro441 L Clok, P.E PE M9712 404040 C SWOW21 ^w MIAMbQADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qovlbuildinecode PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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-701" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of-8, dated 7/14/03, with last revision"C" dated 03/31/10, prepared by PGT industries, signed and sealed by Anthony L. 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 Division. MMSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit.shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 08-1112.10 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos 1VL Utrera, P.E. NOA No 10-0504.05 M i�gDEC lA", Expiration Date: February 19, 2014 Approval Date: September 22, 2010 15-001ulPage 1 a f B PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 42594, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by POT industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 08-1112.10" 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3835, dated 07/18/03 and Test Report No. FTL-3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS I. Anchor verification calculations, complying with FBC-2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. "Submitted under NOA # 08-1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTME-1300-02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08-1112.10" 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite ® PVB", expiring on 12/11/20I0. F. STATEMENTS "Submitted under NOA # 08-1112.10" 1. Statement letter of code compliance, "No change from previous approval and "No financial interest", dated 11-06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as apart of above referenced test reports. 4PJ 3oJti' Carlos M. Utrera, P.E. Product Control Examiner NOA No 10-0504.05 Expiration Date. February 19, 2014 Approval Date: September 22, 2010 E-t NOTES: SERIES 701 ALUMINUM FIXED WIN 1. DIRECTIONS .FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B: DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, EF RERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300-02. 3—SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300-02, 3—SECOND GUST. 3. ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL-3835 do FTL-3850. NOA 07-0425.01 (ULTRACON), 03-0225.05 (CRETE—FLEX), ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION, ADM-2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 6. MAx- I— _ 12-7/8" MAX. 1_ 6" MAX. ----I WIDTH �— ----I WIDTH I - 1/ x Ix 44-1 /4" VISIBLE LIGHT 12-7/8" MAX. O.C. A 92-1/4" VISIBLE LIGHT 96" FLANGE TO FLANGE 48" FLANGE TO FLANGE — B TYP. FLANGED FRAME ELEVATIOjy (TESTED UNIT 45-1/4" y VISIBLE LIGHT 5" MAX. O.C. 2" MAX. 1 0 98 1/4" FIN I FIN 5" MAX. O.C. I \\\ 9SSBBLE VISIBLE LIGHT 96" of I Ill 2' MAX. J L� D 4B" —+ 50 1/4- FIN TO Fl14 NOA DRAWING TABLE OF COKENTS GENERAL NOTES........................1 ELEVATIONS, FLANGED...............I ELEVATIONS, INTEGRAL FIN....... 1 GLAZING DETAILS.......................2 DESIGN PRESSURES, FLANGED. 2 DESIGN PRESSURES, FINNED .... 2 INSTALLATION, INTEGRAL FIN ..... 3 CORNER ASS'Y, INTEGRAL FIN-3 INSTALLATION. FLANGED.............4 CORNER ASS'Y, FLANGED......... 4 INSTALLATION, MISC.................. 5 ANCHORAGE ............................... 6.7 EXTRUSION PROFILES................8 PARTS LIST................................8 TYR INTEGRAL FIN FRAME ELEVATION (TESTED UN!j) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. i---- WIDTH WIDTH --{r i' WIDTH --I = = WIDTH ---�! L -- WIDTH — I FF WIDTH ----I WIDTH --j j — WIDTH --i jam— WIDTH --I T 7 TTf I T i s 12 J 1 i 070 TECHNOLOGY DRIVE &LJ--V '7I IVITQ /YIYN fVV 1 G0 N. VENICE, FL 34275 T . P.G. BOX 1529 ALUMINUM PICTURE WINDOW, IMPAC NOKOMIS, FL 34274 a PYF7D1 lslw" ' a 11 n o Ley PHQDUCYNEVuw 91�Qily v -ia ft r i& Ain Ab »C,i E4 Illy • `tttllt�m rI��II/ G.,%ISEE j, W uj �i.OiA . FL A Lynn Miller, P.E. P.E.# 58705 �� F and d Windows Maximum Design Pf9ange8Uf9 (t/-�fl 7/16 Lnd: 3/16A-.090PVB-3/16HS 7/16 Lan11G:3A6HS-7/16AlR-3/16A-.090PVB-3/16 S "A" or "B" Dimension ((n) 24 30 30 42 48 54 60 67.875 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 90.0 80.0 80.0 60.0 00 60.0 00.0 50.0 60.0 80.0 71.1 71.1 64.0 .� 57.375 80.0 00.0 80.0 80.0 80.0 71.1 54.0 621 € 72 80.0 80.0 80.D 80.0 79.3 71.1 64.0 g 76.8 80.0 80.0 80.0 Sao 75.0 70.0 04.0 84 80.0 80.0 80.0 74.3 68.3 63.6 86.3 80.0 80.0 80.0 73.5 67.4 625 8 98 80.0 80.0 77.2 64.7 58.2 �0 109.7 80.0 80.0 72.3 58.3 120 80.0 80.0 70.4 128 80.0 80.0 70.0 145 80.0 80.0 Fin and Flamged Windom MalcimumDesign 1 Pressun?(•H-paQ 7/I:Lanh3Aws-.09OFVB-3/15HS 7/1e Land i6:3/MM-7/16AM-3AGHS-.090PV6-3116M "A" or "B" Dimension On) 24 30 38 42 48 54 6o 57.875 36 60.0 80.0 80.0 80.0 90.0 80.0 80.0 Sao 46 80.0 80.0 80.0 80.0 80.0 80.0 80.0 no 60 80.0 60.0 80.0 Sao 80.0 71.1 71-1 64.0 ., c 67.875 80.0 60.0 80.0 80.0 80.0 71.1 64.0 621 r`8 72 80.0 80.0 80.0 SMO 80.0 71.1 64.0 76.8 80.0 80.0 80.0 Sao W.0 71.1 84.0 E 8 84 80.0 80.0 80.0 80.0 80.0 71.1 Q 85.3 50.0 80.0 80.0 80.0 80.0 71.1 15 98 80.0 80.0 80.0 80.0 80.0 m 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.D 128 B0.0 60.0 80.D 7/16- LAM1 GLASS NOMINAL 3/16" ANNEALM OR HEAT STRENGTHENED GLASS 09DUPONT BLITACRE OR SAF0' LEX KEEPSAFE MAXIMUM PM INLEALAYER 3/16- HEAT �StRFNGTHENED CLASS 11/16" NOM. GLASS BITE 14 R 15 7Z16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1-1/1s" LAM OM CLASS NNAL 7/1 G" LAW GLASS NOMINAL .DOD' DUPONT BUTACIIE OR SAFIEX KEEPSAFE MAX" 7/16- MR SPACE Pie WTERLAYER 3/16" ANNEALED OR NEAT STRENGTHENED GLASS 3 16' HEAT 3/16- HEAT HS GLASS 5TRE?NGn* NED CLASS 11/16' NOLL GLASS SITE 145 80.0 80.0 1-1,/,16" LAM[ I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME "A" "A" & "B" DIMENSIONS MAY DIM. BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "B" DIM. DIM \� M. NOTES(INTEGRAL FIN FRAME SHOWN) 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT1. 2. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED ,TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). NO CHANGE THIS SHEET 070 TECHNOLOGY DFM N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GLAZING DETAILS W., ALUMINUM PICTURE WINDOW IMPACT wflnmoftk Style ne Olw.. ;z PM-7N11 IN'2 a 8 14204 ORC1 UCTaevISED r. cmlppiltf wir Ere FloeiOs Ey Hs811t4bsrM it No.56705 * '- to PO'•. STA OF / .'S/ONA�-�•�`• A. /Lynn 1 RIIL)er 1 P.E P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR .131' (1/8') X 2-1/2- NAIL. WITHIN 2- OF - CORNERS AND S' O.C. 11 MAX. WINDOW HEIGHT MAX. VISIBLE UGHT OPENING Ll 1 3/8' MIN. EMBEDMENT INTL8I93 SEE ANCHOR - GUIDEUNES, SHEET 6 2X OD BUCKFRAMING —�I �"— 1/44 MAX.SHIM SEE A CHORMAX. SHIM ORh+— GUIDELINES, SHEET 5 n INTERIOR .375" MIN. EDGE DISTANCE .131" (1/8') WITHIN 2" OFJ .375' MIN. X CORNERS AND I 11 18 oR 22 17 «+ 21 10 EDGE DISTANCE I O O O 5" O.C. �.+--.— MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C---C 1/c MAX. SHIM 1 —.4 h_ SEE L 2X WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D—,Q 900 CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE. OR ANCHORS LISTED ON SHEET B. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 3131110 c IINFORMAT= FOR LARGER Y17NOOW5. I I 1NSTALLATION FINNED FRAME 1070 TECHNOLOGY DRNE N. VENK:E. FL 34275 fm,e P.O. eox 1342 ALUMINUM PICTURE WINDOW, IMPAC Das NOKDMfs, FL 34274 • swm./Uft Scdc seat dip Na 7/t4W PW-701 NTS 3 w 8 4259.4 2X WOOD BUCK OR FRAMING 1-3/8" MIN. EMBEDMENT FRout=Y6Y19FD m b'gwiiiFbwWm �dm No "AS' DMdm V,VNN Af �.. 1yo,.r��8c70�5��— Lu �C-) A �L041*11W P.E P.E # 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR SEE ANCHOR GUIDELINES, SHEET 7 MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING SEE ANCHOR GUIDELINES, SHEET 6 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET .17 OR 1.5 KSI MIN. CMU ' '' §-j-1 IX WOOD BUCK 1/4" MAX. SHIM 2 1/4" MAX. SHIM L2X WOOD BUCK OR FRAMING VERTICAL SECTION B-8 SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE,:, :•. SEE SHEET 7 OR 1.5 KSI MIN. CMU 48j" «t SEE ANCHOR GUIDELINES, SHEET 7 X WOOD BUCK 1 1/4" MAX. SHIM 2 13 h INTERIOR 900 CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 n 11 18 oRO 17 R 21 10 MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A E4JERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 170 TECHNOLOGY DR11 N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Id �`)►+_T.._rrr•�.`�ry�fJ!N�>r7y:71,►( U. 4LUMINUM PICTURE WINDOW. IMPAC SM. � Na p*m NTS 4 8 4259-4 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 FROM=REytSiD m13' V46rfkdit w No ��S rf By a.i;,teo ,11111IIII/j etas * ; Na, 58705 "p' a14 TO 0 FL0Plitfi1�Pr'a�`�yi .,�Fss�ONA`� A. Lynn Miller, P.E. P.E.# 58705 M15C INSTALLATION DETAILS SEE ANCHOR SEE ANCHOR SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, GUIDELINES, GUIDELINES, SHEET 7 FIN FRAME WITH SHEET 6 FIN FRAME WITH SHEET 7 FIN FRAME WITH SHEET 7 FIN REMOVED FIN REMOVED FIN REMOVED l)YjEg)Q@ INTERIOR INTERIOR OR 1X WOOD BUCK 1/4" MAX. 1/4" 1/4" 1/4" SHIM SHIM SHIM � �— SHIM , SEE ANCHOR R .,.: GUIDE SEE ANCHO 1 3/8" MIN. GUIOELINESSHEET 7 �• �•:' EMBEDMENT SEE ANCHOR " '': SHEET 7 .. GUIDELINES, , • '. MIN. CONCRETE KSI SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 2X WOOD BUCK OR FRAMING PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME EQUAL LEG FRAME FLANGE FRAME (OTHER FRAMES SIM J (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) PRECAST SLOPED SILL 2X WOOD SUBSTRATE 1X WOOD BUCKSTRIP DIRECTLY TO MASONRY 1-3/8" MIN. 1/4' MAX. SHIM —�{ 1/4" MAX. SHIM1/4 POINT 1/4° MAX. SHIM 2X WOOD BACKER 1/8" NOM. MIN. 1 8 NOM. MIN. $12 STEEL $12 STEEL / " $12 STEEL $12 STEEL SELF —DRILLING SELF—DRILUNG SELF—DRILLNG SELF —DRILLING SMS (G5) SMS (G5) SUS (G5) SMS (G5) USE SAME USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY do QUANTITY do QUANTITY, QUANTITY h SPACING AS SPACING AS SPACING & EDGE SPACING AS $12 STEEL #12 STEEL DISTANCE AS J12 STEEL SCREW EXTERIOR SCREW EXIE@lOR #12 STEEL EXTERIOR SCREW EXTERIOR (SHEET 6)Z DE APPROVED MULLK)N (SHEET 6) METAL FRAMING SCREW FULL—LENGTH, WOOD (SHEET 6)Ef SEPERATE NOA) A36 STEEL• Fy-36 KSI MIN. (SHEEP 6) BACKED STEEL STUD STEEL STUD ALL GAUGE THICKNESSES Fy=33 KSI MIN. ALUMINUM: WALL T 6 MIN. 125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) 18 GA MIN. .125" MIN. WALL THICKNESS FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) BOTHER FRAMES SIM.) (OTHER FRAMES SIM.)�awcadeT''�°F'�' ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE STEEL STUD SUBSTRATE e.�pe.e°N�'� NOTE ft. WE...i 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD RUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SCUD CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR �����`l vVilm ..,.. l<<FR���i GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. •'•. �I 3. FOR ATTACHMENT TO METAL- THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ` * : %0 58105 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. * W = a g IR T : tu; OMPLETE ERA �++a� �� SIX 2: D70 TECHNOLOGY DRIVE INSTALLATION FINNED FRAME ''0,�'••.. FLoa14P'a�; J.R. 3131110 C INFORMA770N OR £R WfN00 N. VENICE, FL 34E75 TV. '7��%�sS�O�1�P�'��`` P.O. BQX 1524 ALUMINUM PICTURE WINDOW, IMPACT1I 1 tl�� Glue 9mc NOKOMIS, FL34274 �tl"N0tl'h °`°` "'� 7—A. Lynn Miller, P.E. FJC 7/14W PIK7o1 iirs 5 « 8 C P.E$ 58705 + Head, Sill and Jamb Anchor Quantities into Wood or Metal (Anchor Types 1.4) Anchor Type 'A" or"B" Dlmerlslon (s1) 24 30 38 1 42 48 1 54 60 67.875 Anchor Location' 1 2 3 4 1 2.3 4 1 2 3 4 1 2 11 3 4 1 1 2 31411 d 3 4 1 2 3 4 1 2 3 4 Jamb 3 3 4 3 4 3 41 3 4 3 4 3 4 3 4 3 4 13 4 1 3 4 314 3 4 3 41 3 4 3 4 3 Headlsm 2 2 2 2 3 3 31 3 4 314 315 4 5 4 5 5 5 5 6 5 6 5 6 6 8 1 8 7 6 7 6 Jamb 4 4 1 5 4 5 4 5 1 4 1 5 6 6 1 5 15 5 6 5 5 6 fi 5 5 5 6 5 3 5 6 5 5 5 6 5 46 Head/S81 2 2 2 2 3 3 3 3 4 3 4 315 4 5 4 5 5 8 6 6 617 6 6 6 7 6 717 8 7 Jamb b 5 6 6 6 5 6 5 6 8 6 816 6 7 6 6 8 7 8 7 617 8 7 6 7 6 7 6 7 6 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 8 8 7 8 7 8 7 6 8 7 8 7 Jamb 616 7 617 6 7 8 7 6 7 617 7 8 7 7 7 8 7 7 7 6 7 817 8 7 8 7 8 7 87.878 HeadfS01 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 6 6 8 SIB 6 7 8 7 6 7 6 8 7 8 7 "C g 72 Jamb 8 8 6 8 7 6 8 6 7 7 8 7 7 7 B 7 3 4 3 5 4 5 4 7 8 7 8 8 8 8 3 4 3 5 4 5 4 8 9 8 8 8 9 8 3 4 3 5 4 5 4 8 9 5 8 8 0 8 3 4 3 3 4 5 4 8 10 9 9 9 10 9 1314 3 6 4 5 4 10 10 12 10 3 4 3 5 4 5 4 11113111 3 4 3 12 13 11 3 4 3 7 5 8 5 8 5 8 6 9 515 7 9 718 7 9 7 8 7 9 7 6 6 6 8 6 7 8 710 7 8 8 8 8 8 8 9 8 9 8 9 8 5 6 6 6 6 7 6 71617 6 8 10 8 9 8 10 8 5 6 5 SIB 7 6 8 10 6 918 10 8 5 8 5 8 6 7 8 9 11 9 8 5 ' Width and Height dimensions may be. reversed to locate anchor quantities an the table.ltso, the Head/Sill and Jamb rows 1n{!yi also be reversed SO that the longer dimension gets the most anchors. HeaWSHI 2 2 2 213 3 3 3 4 76.8 Jamb 7 7 8 718 7 8 7 8 Hw&Slll 2 2 2 213 3 3 314 84 Jamb 7 7 9 7 6 7 9 7 8 He"SM 2 2 2 2 3 3 313 4 86.3 Jamb 7 7 9 7 8 7 9 7 6 H"d1Sill 2 2 2 2 3 3 3 3 4 98 Jamb 8 8 16 6 916 10 8 9 Hea&Slll 2 2 212131313 3 4 108.7 Jamb 9 9 12 91101 9 12 9 10110112110 Headl801 2 2 2 2 1313 3 3 4 120 Jamb 10 10 13 10 11110113 10 11 Haamb 2 2 2 2 3 3 3 3 4 726 Jamb 11 11 13 11 12 11 13 11 12 Head/S81 1 2 12 2 2 3 3 3 1 3 4 145 Jamb 12 12 15 12 13 12 16112 Head1S91 1212 2 2 3 3 3 13 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT1. 2. FOR SIZES NOT SHOWN. ROUND UE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A' AND 'B' MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). S. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Min. Min Anchor Anchor Descrlption Substrate Edge Embed - Type Distance ment #12. Steel -screw (GB) S. Pir1e 0.B84" 1.375" #IZ Steel screw (G5) Stl. Stud, Gr 33 0.324' .04871sG2 1 #12, Steel screw (GS) Alum. 6083d6 0.324• 0.125 #k12. Steel samw (05) A36 Steel 0.324" 0.125' 014, Steel screw (05) S. Pine 0.964• 1.375' #14, Steel screw (G5) SO. Stud, Gr 33 0.381" .GW118138 2 #14. Steel screw (05) Alum. 8063-78 0.361" OA25" #14, Steel screw (GS) A39 Steel 0.361" 1 OAW 1/4' Steal Uftmcan S. Pure 1' 1.375' 3 tf4' 410 SS GreleFiex S. Pine 1" 1.375" 4 5/18' Steel Ultracon S. Pine 1.28" 1.375• "A" & 'B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r I+--- "B" DIM. -� f DIM. .1___ ALUMINUM pwaof I lV7W5I 6 a 8 e>aDoucratzvls® �aryry�a+li �a talorMa AW011eHe 1 frtlnt�IrA Mg�sp • �, 58705 �- U'- a 8.�` 'O• A. LVd rAkAI4.1P.E. P.E.f 5870B Head, SID and Jamb Anchor quantities Into Masonry (Anchor Types 5-7) Anchor Type "A" or'B" Dimension (in) 24 30 36 42 48 1 64 1 60 67.675 Anchor n• Locatlo 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 8 7 8 6 7 ,Iam35 b 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 414 3 HeWS81 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 8 6 5 8 6 5 7 7 6 48 Jamb 5 4 4 5 5 4 5 5 416 5 5 6 5 5 6 5 5 6 5 5 6 5 5 H.ad/S1I 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 60 Jamb 6 5 5 6 8 6 6 6 6 7 6 8 7 8 8 7 6 S. 7 6 6 7 6 6 Heed = 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 67.87E Jamb 7 6 6 7 8 6 7 7 6 8 7 7 8 7 7 8 7 7 6 7 7 8 8 7 He"Sil 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 8 6 716 6 8 8 7 _ 5 a b m ` 72 Jamb 8 6 6 8 7 6 8 7 6 4 4 3 8 8 7 4 4 3 9 8 7 4 4 3 9 8 7 4 4 3 10 9 8 4 4 315 12110 8112 4 4 316 13 11 10 4 4 3 13 12 11 4 4 3 8 7 7 5 5 4 6 8 8 5 6 4 9 8 8 5 6 4 9 8 8 5 5 4 10 9 9 5 4 10 10 6 4 9 7 7 9 7 7 8 8 7 6 5 6 7 6 6 7 6 E 9 8 8 9 8 a 9 6 8 8. E 5 7 8 6 7 6 6 10 8 8 10 8 a 6 5 5 7 6 8 10 8 6 10 ' a a 8 5 5 T 6 6 11 9 9 6 5 5 Width and Height dimensions may be reversed to locate anchor quantities on the table. if so, the Head/Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. H=&SIII 2 2 2 3 3 3 78 8 Jamb 8 7 7 8 7 7 FbedlSli 2 2 2 3 3 3 84 Jamb 9 7 7 9 8 7 Hw&Sitl 2 2 2 313 3 3 Jamb 9 7 7 8 8 7 Hea&Sil 2 2 2 3 3 3 96 Jamb 10 8 8 10 9 8 HeWS81 2 2 2 3 3 3 109.7 Jamb 12 9 9 12110 9 H=&SW 2 2 2 313 3 120 Jamb 13 10 10 13 11 10 H.ad1381 2 2 2 3 3 3 128 Jamb 13 11 11 13 12 11 HeaWS81 2 2 2 3 3 3 14b Jamb 15 12 12 15 13,121 H.adISli 2 2 121 31 3 131 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" BMQ HAVE AN AREA OF MORE THAN 3217'. 2. FOR SIZES NOT SHOWN, ROUND UE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE NEW SNEET 070 TECHNOLOGY ORn N. VENICE. FL 34275 P.U. BOX 1529 NOKOMIS. FL 34274 Min. Min. Anchor ch Anchor Description Substrate Edge Embed - TOO Distance ment 1w Steel Ultracon Hollow Block 1' 1.26' 5 114" Steel U kraeon ' 2.7k Concrete 1" 1.375" 114" 410 SS CreteFlex Follow Block 1" 1.25" 6 1W 410 SS CreleFlex 3.35k Concrete I 1• 7 5116' Steel Uitrac Hollow Block 183" .6 1.26" 5116" Steel UBraeonon 3.5k Concrete 1.25" 1" "A" h "B' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "A" DIM. I+-- "B' .DIM. ----� \ DIM \\ � ALUMINUM PICTURE WINDOW IMPACT s.re/uar.r: swc aw: m.,4q N.. b,r. 7of NTS 7 a B 4' 5� C 7 a6VnW -- t�vil lilftnui1. Aeo�.atd. 1 r2i 9 ElY C. l]i. = t4S1: * gbTO' a grLI?, ;? 0, FL00. �a FSS1014A A. Lynn Miller. P.E. P.E.j 58705 2.784" .094" 2.500" INTEGRAL FIN FRAME O MATT: 6063—T5 DWG NO. 4256A 1. .062, FLANGED FRAME OMAT'L: 6063—T5 DWG NO. 4253 I— .970" -1 .975" .050- —►{ j� 7/16" LAMI GLASS BEAD MAT'L10 DWG NO. 255 .346" .975" .974" ,047" 1-1 f 16" LAMI I.G. GLASS j FAD INSTALL. FASTENER COVER MAT'L: 6063—T5 13 MAT'L: 6063—T5 DWG NO. 4254 DWG NO. 4224 ITEM DWG # I PART S DESCRIPTION 1 4258A 64266 Integral In frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 7a1 PQX #8 x 1 Quad PH SMS stainless steel a Schnee-Mmehead SM5504 scryi-r riarrow joint sealant or 10 4265 64256 7116 lami glass bead 11 4254 64254 1-1/16 lami I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224. Installation fastener corer 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 90 silicone structural sealant, black 7116" laml glass 3/16" annealed - .090 DuPont Butacits or 17 Saflex KeepSafe Maximum PVB intedayer - 3/18" heat strengthened 1-1116" lama I.G. glass 3/16" heat strengthened outboard - 1a 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB Wedayer- 311W heat strengthened 20 4262 64262 Architectural comer key 7116" hmi glass: 31i6 heat strengthened - .090 DuPont 21 Butacite or Saflex KeepSde Maximum PVB Intedayer - 3116" heat strengthened 1-1116" Iaml I.G. glass 3116" heat strengthened outboard - 22 7116" airspace - WW heat strengthened - .090 DuPont Butscite or Saflex KespSafe Maximum PVB intedayer - 3/16" heat strengthened 170 TECHNOLOGY DNn N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PW-Mf I Nis 18 = 8 1 4204 woorarrsslavrsw 46CU0wbftw4ydtlaii6 ��nr. i0 � BY %¢ t>tb.omry will11111,, �``" �.INn ."'L&ER 11, O,y • VASE. it `�• . tjj 10 FLOO �''�y�SS10N?�:•'� A Lynn Millar, P.E. P.E.f 58705 - t MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION W MI -DADS COUNTY, FLORWA METRO -DADS FLAGLER BU1 DDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.bWldingcodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. U 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. Ibis product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:1"x Std. Wall -Aluminum Tube Clipped Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6220, titled."I" STD. Wall, Elevations Aluminum Tube Clipped Mullion", sheets I through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated OV28100, with last revision on OS/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Lange and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 and renews NOA # 04-0528.04 and, consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-01M.06 Expimflon Date: June 28, 2011 Z� P. Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04/28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a Ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2902, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76' mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2903, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0100 configuration) mulled together with a Ix 2 x 3/a" wall vertical mullion And a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc.; Test Report No. FTL-2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04 0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC-2004, prepared by PGT Industries, dated 05130/06, signed and sealed by Robert L. Clark, P.E. Jaime D. G n, PXE. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E-1 i '� PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04-0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04-0528.04, issued to PGT Industries for 1" x Std. Wall - Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. Ja a D. Gaston, P.Ev Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E-2 ANCHORS DETAIL '$ "C" OR D" AT 80774 ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A hl'Al M1 M2 . ANCHORS DETAIL B C" OR D" AT BOTH ENDS AND AT BOTTOMS W = WI+W2 _ �t H= H 1 +H2 W= W 1 +W2+W3 (2) WINDOWS MULLED H = H1+H2 W,/ONE ABOVE MULTIPLE WINDOWS MULLED FOR DETERMINING MAX ALLOWABLE Wf ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGE 5 DESIGN PRESSURE SEE TABLES MY) MAX OPENING = H OR HI+H2 ON PAGE 5 MULL LENGTH = W OR W1+W2 M3) MAX OPENING = H OR H1+H2 M2) MAX OPENING = W OR WI+W2 MULL LENGTH = W OR Wi+W2+W3 MULL LENGTH = HI M4) MAX OPENING = WI+W2 OR W2+W3 MULL LENGTH = Hi 1.THE 33 1/JX STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7 J. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. TS• FTL 2902 2903 AND 2975 - MULLIONS W = WI+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR WI+W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO UNITS. I TO BE USED If. REFERENCE— TEST REPOR - , ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NOS-2001 FOR WOOD CONSTRUCTION v- AOM-2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS & TO THE STRUCTURE. RAPE 03rt L 9712 P'� WITH PGT INDUSTRIES m F.K� .iO/06 DADA F.K. 578/06 C—ADD P.J.P. 4 28 00 1 "" STANDARD Wi 5 & 6 REFS ELEVATIONS 1070 won" ALUMINUM TUBE CLIPPED MULLION P.O. BOX 1529 1ScvY: W.. 9rairiny No. NOXOMIS, a J4274 I MULLS NTS 1 1 a 5 6220 C �r PGT 1x MULLION 1" 2" OR 4" J12 FH SMS J12 FH SMS } " MULL= }" STAGGERED RE SIDES PGT lx MULLION 1 " 2" OR 4" OPPOSSTAGGITED ON E SIDES MULLION CUP. CUT (SO AS NOT TO (SO AS NOT TO FLANGES OFF CLIP MIN•F00 INTERFERE WITH WOOD BUCK INTERFERE WITH TO FORM A EACH OTHER) REMOVED TO / " BUCK WOOD MIN. — — EACH OTHER) 'U" CHANNEL AND SEE NOTE 3 CONCRETE / SEE NOTE 3 INSTALL AS SHOWN �( ) lh(Tw - _ 2i(�) B MASONRY ANCHOR _ — - 1(TYP SEE NOTES 1 & 3 PGT Ix MULLION 1112 SCREW, 1 SEE ' — — SEE NOTE 3 SEE ';; :• NOTE 1 :. : .: f " NOTE 1 '' FOR 1 " MULL T� TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" TYPICAL MULLION TO STRUCTURE WITH W020 RUCK REMOVED FROM CONC.. DETAIL C" i" 2" OR 4" #12 FH SMS STAGGERED 2" OR 4" 12 FH SMS STAGGERED ON PGT ix MULLION ON OPPOSITE SIDES (SO AS NOT TO INTERFERE OPPOSITE SIDES (SO AS NOT WITH EACH OTHER) TO INTERFERE WITH EACH OTHER) SEE NOTES 2 & 3 MIN. SEE NOTE 3 MIN. SEE NOTE 3 BWOODUCK ) 1�(TYP) ® ` SEE NOTES 2 & 3 2b(TYr-1)1 (Typ ` ® MASONRY ANCHOR, SEE NOTES 1 & 3 _4 ANCHOR EMBED. SEE NOTE 2 I �` ' • ' �'• %'' •' : ti a � •' • •;•: • '. SEE .:, ;t..: ,,,.. ;.�.,. . `' is ; :•: PGT ix MULLION ,1;:. .: • �owfcrwwsw�o ?, y7`• •� NOTE •' ' 00 BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK. (jf TAIt B" TYPICAL MULLION TO STRUCTURE WITH SWAN BUCK AND CONC.. DEi'AIL _ D" 1. FOR CONCRETE APPLICATIONS IN MMMI—DARE COUNTY, USE ONLY MIAMI—DADS L �" COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE—FLEX MASONRY SEE ;.•; :. ;: ; ;'.:: ,_; '.:`: ''''`'+ ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOT IS 2 1/2" MIN. EMBEDMENT. TAPCONS 1 1/40. CRETE—FLEX 1 3/4" ::K•;;'t :.':�,; 2. FOR WOOD APPLICATIONS USE #12 SCREWS. ELCO 1/4" TAPCONS OR 1/4" `� .'':'t •" SS4 CRETE—FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR TO BE USED 0_&Y WITH PGT INDUSTRIES PRODUCTS ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR 'F." Vivo -Moo1fY Nons 3 rt 5 LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL —TO —CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO —OPENING ; K. 5%13/os C ADD Euem. DETAILS (MINIMUM OF 2 SCREWS PER CLIP). — P.J.P. 4 28 00 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL N S Dannow: REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO 1 " STD. WALL, CLIP INSTALLATION DETAIL CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND i ® PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING S S' 6 rw 70�ONtS, FL 5427a 5 ALUMINUM TUBE CLIPPED MULLION CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • �: a ao.� � Rn: ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. Robert L a°r'• P•E' P.O. Box I= 6. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. st ch"I " 0A1� FL J'Z" Mutts TUTS 2 �� 5 6220 D 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG J1099 L A/2 4MAX. O 4MAX. AJ O TWO (2) ANCHOR_ LOCATIONS 14A 8MI © FOUR (4) ANCHOR LOCATIONS NOTES. CUP LENGTH CHART FOR ix MULL 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY MULL SIZE A' OF ANCHORS PLEASE REFER TO CHARTS 1 AND 2 ON 1 x 2 x 1/8 1 11/16 SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 1 x 4 x l/8 3 11/16 2. 3/, MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. J. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. Ro PE L Clark. lap P.E. I" MILL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG 11099 A/2 8M1N.-f A� (DONE CI) ANCHOR LOrvAn MIN.TYP. .(3)EQ.SP.® (A-3/4)/ O + SMIN.- ---A O„THREE Q) ANCHOR LOCATIONS TO BE USED kN Y WITH PGT INDUSTRIES PRODUCTS R• F 0/06 D—No CNC ]N1S SNT TF : 5 8/06 —REVISE SPACING IND 'ffiP.J•P. 4 28 00 o"Gr"p S 11TD. WALL, ANCH01 1070 Nco"my °"' ALUMINUM TUBE CLIPP NOXOA4 FL 34275 P.O. BOX 1529'nfedik' Shur WOWS, FL 54274 MULLS NTS 3 a1 5 rmoo= (liEw9D nw�y�vYYtrFLAit� Mll�dh fir+ err. LOCATIONS I MULLION Oro�p No. Rm 6220 D (TYP) NOTE 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 (n'P) Ix STD. WALL MULLS MAT'L: 6063-T6 TO BE - USED ONLY WITH PGT INDUSTRIES PRODUCTS Rabarl L LYarlt, RE PE_/J8712 IC FF.1�% i 9/06 R W CMC. TINS Siff. F.! . 5 8/06 0 C � r. C-NT THIS SW P.J.P. 4 28 00 1 " STD. WALL, MULLION 1070 L0GT °R275 ho W lvaco►1>� a J4 PA BOX 1529 f10XOJWIS; FL J4274 R1N: ALUMINUM TUBE CLIPPED 9edn odd: �� Met MULLS ix S4 or 5 ..Bo1fa �swso "aft mm[6 ohm= MULLION w.kv f. Rw: 6220 D �r CHART 1.-1x2x.125 & TYP. • ANCHOR OPENING WIDTH 1N INCHES 50 60 70 80 90 100 110 120 130. 160 FTY. CLIP TO OPENING (2) A (2) B (2) A (2) B 1(2) (2) A B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B CLIP TO MULL (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B m = z = Z63 Z 5 � 42 48 50.625 54 60 66 72 76 78 129 115 1 107 104 103 103 103 103 103 103 83 73 1 67 63 61 61 61 61 61 61 70 61 1 55 52 50 49 49 49 49 49 57 49 1 44 41 1 39 38 38 38 38 38 41 35 1 31 29 27 26 25 2525 25 35 30 27 24 23 22 21. 20 20 20 30 • 26 23 21 19 18 18 17 17 17 23 20 17 16 20 17 15 - - - - - - 18 15 CHART 2.-1x4x.125 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 1 70 80 90 1 100 110 1120 130 160 CLIP TO OPENING (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) BN(4)B4) (2) A 1 (2) A B (2) A (4)B (2) A (4) B (2) A (4) B (2) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B(3) B (3) B (3) B (3)13 I(3)B Vertical Mull Mull Length Opening A trdth Multiple Mulled Units Horizontal Mull 1-7 Mull Length Opening _ J wi t1� Mull Opening Length Width NOTES•' r.�► 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. ,y,,M„M 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET I. 3.REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 4. ANCHOR TYPES. A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE—FLEX, EMBED. (1 3/4 ) B. �12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET J. TO BE USED _QW WITH PGT INDUSTRIES PRODUCTS 30/06F-gtqj(Eu IRIS SNT F. . 5 s/04 mM,ES PJ.P. 4 28 00 1 STD. WALL PRESSURE CHARTS 1 & 2 OF' 10 X M2 lint: ALUMINUM TUBE CLIPPED MULLION Rabtrt L Oak. P.E. PE 131712 „oo!< �.1 J ,4 SnptlYodtL• MuLLs Sea6: NTS Slwt: 5 t� 5 pmWrp !b. 6220 �^ D Structural 1/ (NP) NOTE• 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 (n'P) 1 x STD. WALL MULLS MAT'L: 6063-76 TO BE - USED .M-Y WITH PGT INDUSTRIES PRODUCTS PAWrl L park. P.E � ,� IN t 9/06 B-Nn CNa NHS 9Hr. F. 175106 C-HO CHC M SHT 4 28 00 o..owba: STD. WALL MULLION 1 '° P.G. 15Y9 FL 34274 ►r ALUMINUM TUBE CLIPPED btr MOLLS Saab r! l X 4 « 5 6220 1 D .h CHART I. -1x2x.125 n• 3 Typ• OPENING WIDTH IN INCHES ANCHOR 50 60 70 80 90 100 110 120 130. 160 CUP TO (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A a) A (2) A OPENING (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B CUP TO MULL (1) B (1) B (1) B (1) B (1) 8 (1) B (1) B (1) B (1) B (1) B M 50.6Z 66 72 76 78 K83719 30 26 23 20 2D 17 18 15 CHART 2.-1x4x.125 QTY. a TYP. ANCHOR 5o 6o CUP TO (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A OPENING (4) B (4) B (4) B (4) B (4) B (4) B (4) 8 (4) B (4) B (4) B CUP To MULL (3) B (3) B (3) 8 (3) B (3) B (3) B (3) B (3) 8 (3) B (3) B 81 11 Vertical Mull Length �Opening�� Width Horizontal Mull Opening Multiple Mulled Units Muff Length -Opening Width NOIF.�; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UN/TS. CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 4. ANCHOR TYPES. A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 114" SS4 CRETE-FLEX. EMBED. (1 3/4 ) B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUC] F.K. 5/30/06 D40 tM IM S. TF.J . 5 5/04 C_9wm C1im �� 06 1 " STD. WALL PRESSL 10f '�A% FL ALUMINUM TUBE CLIPP Robert L Oatk PE Swm-det fora m PE M712 P.O. eCW jugtw Strueft.al NOKONS; a J4174 MULLS NTS 1 5 N 5 1 & 2 6220 1 D