The URL can be used to link to this page

RC-14-757 (2) Miami Shores Village Building Department z4�� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �R Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 r = *BC 20 BUILDING Master Permit No. FL- 5�- PERMIT APPLICATION Sub Permit No. vBUILDING ❑ ELECTRIC ❑ ROOFING kREVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP �(�r,, CONTRACTOR DRAWINGS JOB ADDRESS: q ' 1 City: Miami Shores(,, �(1 I, ? County: Miami Dade zip: Folio/Parcel#: 11 Z Y� 0 Q IV 0 / / Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): V) � ��''` Phone#: Address: �J 1 1�7p��• ��, ` \ -7 City: ( , 1 e ( I ' State: zip:3.51 ��5 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: y" Phone#: ?)D,; Address: ZvZy 0 Z' t�C City: State: Zip: Qualifier Name: Phone#:3G -3�s State Certification or Registration#: /1504705' Certificate of Competency#: `_ DESIGNER:A�rchitect !rct/Engineer: 'vim ��( J �"�U��- � , p Phone#:��8 b Z8 Address: i/ 5 J k J�& e 6W O City: �4t b �1 State:—&Zip:3512- Value of Work for this Permit:$6 625 CFO Square/Linear Footage of Work: Lf aiS Type of Work: ❑ Addition ❑ Alteration ❑ New *"IxNepair/Replace ❑ Demolition Description of Work: - or,, fEx/ sb�� C Specify color of color thru tile: Submittal Fee$ Permit Fee$ Q CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ?"(44. 03 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. (_. Signature Signature OWN E or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this J7 day of a 20 1 by<< ,,,,�� day— b oft IAC%r o I ,20�� by t' 171 who is personally known to 1+0 v I ,who is p y ersonall known to me or who has produced as mgor who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: VGL oil Seal: = FflroSeal: :a =+c x # Ff111M EXPIRES:Janiglg►15,2010 - ' = pmt; www.AARoNNoTARY.com15.2019 WWW.AARONAIOTARY.COb1 *�e��a��t�s��*e�**x�*+�•��xwx�se�s*�* t��x we+x *ss��x�s�x�x�xs�*+��*:�x��x*wsa��a*�x**��ase�sa�sx�s��x*�x��+ray*e�x*�a�r�xx�a�x��x�e�ae�s*s�*x��x* APPROVED BY Plans Examiner Zoning ZM_kf_1 IIS Structural Review Clerk (Revised02/24/2014) CERTIFICATE OF LIABILITY INSURANCE DA�17/ 03!/17/22015015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies) must be endorsed. if SUBROGATION IS WAIVED, subject to the terns and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER WE�cy Maria Augusta Garcia CARRERA INSURANCE-KENDALL PHONE305-385-2886 Fax . 305-385-8275 13500 SW 88 ST STE 235 -NAILADDRESSmaria.garciaCa?carrerainsurance.com INSURERAFFORDING COVERAGE NAIC i MIAMI FL 33186 INSURER A: United States Liability INSURED INSURER B: Sparta Insurance Company BILANTAR CONSTRUCTIONS USA,LLC INSURER C: 20200 NW 2 Ave 402 INSURER D: INSURER E: Miami FL 33169- INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUSH POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER LIMITS GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMA' 9O 100,000 PREMISES aooc Irene $ CLAIMS-MADE ®OCCUR MED EXP one person) $ 5,000 A 1419466 04/22/2014 04/22/2015 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,E POLICY PRO LOC $ AUTOMOBILE LIABILITYCOM ci9d nt SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL AUTOOS OWNED SCHEDSCHEDULED BODILY INJURY(Per acdderM $ HIRED AUTOS AUTOSWNED (PeOPcER�DAMAGE $ UMBRELLA UAB HOCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED F RETENTION $ WORKERS COMPENSATION WC STATU- ON EMPLOYERS'LIABILITY Y/N idlT;l -._ _ ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? �N/A 003WK 07881 12/22/2014 12/22/2015 1,000,000 (Mandatory in NF1) E.L.DISEASE-EA EMPLOYE $ If yyeses describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Addilond Remarks Schefte,N more apace Is required) General Contractor Lic.No.CGC1514896 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department AUTHORQED REPRESENTATIVE 10050 Northeast 2nd Avenue Miami Shores,FL 33138 ACORD 25(2010/05) ®1988-2010 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD M4 eaMIR! Miami shores Village ,--- n� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: C DATE: l I, tractor (NAME) ❑ Owner ❑Architect Picked up 2 sets of plans and (other)_ Address: c4Q k-k)C"i l �� From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: ' nature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village �VVIVIEW Building Department memo uwI" 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tei:(305)795.2204 �ORID� Fax:(305)756.8972 tot Permit No: PC `f-l -- Page 1 of 1 Structural Critique Sheet 0 "v-e, 'YAE±-„C2 `� c-8 t�J 17 3 . L STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re-submittal drawings. Mehdi As of t MAR 17 2015 � I MIAMF 1 : Rtv N - MIAIV�I-DADS COUNTY • PRODUCT CONTROI.SECTION DEPARTMENT OF ULATORY AND ECONOMIC R 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA .miamidadagov/eeonomv Florida Storm Panels,Inc. 14475 N.W.26*Avenue Opa-Locka,Florida 33054 .SCOPE: This NOA is being issued under the applicable rules andCQPY ong the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zane of the Florida Building Code. DESCRIPTION: I1A29"(min.)Galvanized Steel storm Panels Shutter APPROVAL DOCUMENT:Drawing No.AD12-32,titled"22 ga.Galvanized Steel Storm Panel-LMI",sheets 1 through 4 of 4,prepared by MCY Engineering,Inc.,dated April 02,2012,signed and sealed by Yiping Wang,P.E., on April 06,2012,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Targe and small massile Impact Reaistant- LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,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 daze 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 entireNOAslratl.Qe PrOv$detd 1p the user by the manufacturer or its distributors and shall be available for inspection at the job lila a;&r� #of trio Building Official. • •• This NOA renews NOA#12-0410.01 and consists of this page 1,evidence submitted pages E-1 and E-2 as well as approval document mentioned abo-te.• •:• : •:• ••• .0. The submitted documentation was ftidev6d by 1161nif ArMgkat,;.E.,M.S. ••• NOA No.12-1210.01 . II Mt�►oa co 1 Expiration Date: 01!23/2018 A PSN � Approval Date: OV24412013 ':• : �ti�24;�2o j3 Page 1 . . . . . . . . . . . .. .. . . . % ... . . . ... . . Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels ', sheets 1 through 4 of 4,prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Testprepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, p.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02-007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, p.K 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets I through 26 of 26, dated November 18, 2002,prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bemurrdo, P.K D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, p.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By rami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICAT�IQS 1. None. . : : . .. . . . . ... . .. ... .. . . . .. HdWy A.Makar,P.E.,M.S. ... ... Product Control Unit Supervisor ' ' ' ' NOA No.12-1210.01 Expiration Date: 01123/2018 Approval Date: 01124/2013 E-1 ... . . . . ... . . . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . c Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-0410.01 A. DRAWINGS 1. Drawing No. AD12-32, titled "22 ga. Galvanized Steel Storm Paned-LMI ", sheets 1 through 4 of 4,prepared by MCY Engineering Inc., dated April 02, 2012, signed and sealed by Yiping Wang P.K, on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Permitting Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. .. ... . . . . . .. . .. . . . . ... . HeIgy A.Maker,P.E.,M.S. ... ... Product Control Unit Supervisor NOA Na 12-1210.01 Expiration Date: O1PZ3J2018 Approval Date: 01/24/2013 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . s•�`tatvxax meo �•r.. twc•ceec+odaao°e-seecwia s°oce-wro�loo�vao ° 9 • cnouz d Y90a Ste '•`�9o8tAV8 anvlueeairwsta►t e scrlvi�neewoo� '�'S73f�NdWMO1.S 'L� $ 8909M s -awl'MMAHMMOM ADM44 Imam lilCl''HNVd 11Rf018 Td3L8�1tlA WO VD Tl p mel min ��. ♦i NO Am .�� . — Ir ei ook ♦♦♦' * PROF •'�� a 1 CAM soBVWAMWXM , <ZMWINO'1 < � 3fKmcs dem8 m � .lZB'0 t' • ,�t YFa fill asreroIL 149" • 4Q Boa opo f Y0 0 Air - 4 -Ora � fill, fill •� � � 8� sx,vaslo = ® � • _„ • o< a f 8 $ • 6 • ll• 4 b m • •• •• • gni l w • •• • i ifsH > �, a11111151 mi M I �a ,00gt ••• • W •Q i�7SP• 7tJ➢Q +¢oa91a1.m [•rra tt9t'9B019061:d 0009.988(9061�dgq O 9909'9LMA id 98t96 'M LAV "Mid VAOM WO R N Q e LTMV21M �d ro9m =8 'm9 vw 8S um WPAN'MV20" � 9 � � N 9AWWW28NOOoto. 3M1 wdvQnwYORK)w I d e8 -OM OMtl> N>a AOM iyn-m I Aa NUMBISM CEONVAIM VOZG I IND IAI§tsambtmtt�om� it $t 33 mum un PDT! 1: 1 It _0 _tlb�.p ® a s s Fill. xm sill R B3 , t gill 4 •� : : 1 •p4 . • . • Rg0 •• .• . SS � • poll . .. .. ••• • • • ••• 0 .• " m — OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS ONAMORWHOOM �' oRTm3 y 1� um ro mAto H a oR u r•; ISCHECLU •" a oa°N�ORirpeo.amu�nma Q HMWRTRACKl$0RWlW r' X11 L co e '.�- vft RRIMINDMANOt SpAom n r auewemnuc«// avAa7o awLaa. 74ORMOH. Lw7 WAA=r TOOTRACK iRmGLm1 FOR L8 w Q CLAUD Y7va°R b�iS eximum T R g snaCLAUD, mpAim7737 m73rp 2 z OPIDWILPLASOCIOM Aw m,www 0 CID will m7wT� 1 d Aymosmommus w.ww• ♦ ommoomomm C;i001�w• : 4878' p MA3tKt ♦w.ww w®M77CR w ooss 88Oppm00KTMM flvml BDT70.1PTRAmtOR 8071011VTW10101m w♦ a81 1 1••w S T4 NLL"amomlJ$T7 2L M1� w scram S p70R7Wt. s eke •w..• •w •w♦ ww i so:* ♦w WAL L�RUIJRf SECTION u/1CQUNO WOR MOUNT SECTION • 8 a� .PIIOINL7M1A83OKMOB w•w.w • 0000 RM9WEO ♦♦••ww w w aao7apiy573 w.&&FWdb :*Do* ♦ ♦MGM . www♦ • ®g�141A�_ gnom HOLLOW p00 e7� •O%8 vB14TIMT1077 wc77oaam.DlRa" m g 6Nlmpi 0 81R011 �CHWNW SIL,6TRACK180dAETRIC = :00041 : w 000 Ia0m0 iMAe m1T=VAWXT.L ♦ ww w w w rw7memer BmTaiWtWBC m w•♦•w 3009"117 BEr RAR8I.UOIKIIm . m'Immo 700118mmeOR8l08 Typur Put VANLAP O88mpT1TH PAI®. sommy4FORMAX "am"am"amAK.IOR 7[ ' - ' CLAUD RIVOOLAIS °_ s TAm3 mAm4 COW7*rla7mmwN°1°NUf3 mur AT iMN0. ArRwm op SEPARAW 6Ta0wITm ®esrRw AVAMM PAUL AUNOMPAWL . TawRa�Rine3rAwKMaw �� mAKKora7K n 818u8�tf�� Muawm=GRARpA♦vA76Mn 788!1(KD ,"�l`;1MCs maw_oagwK oB1►1®3r�WIalTlaMmIR7 PABIIKPAmIWYdy,ALMCBITmU18f ��V�e//�8'1-®--A`"Tg-A'am�p�'j�ILTB-�� ,°°° .•',r•�yb�.V�.0+ EIyy•4 RC7MALL AONEX1hORELRVA70Ny* AUL®® ��iPmYR •..;E4y�� . 0a1-s�w�o v8Kd1PM76WTmMIDKO(C17K II d N�/QIB '`z u :: mwrorwe �y e►e ui �HEAOERJ8 �SE�_ PnowwAMANCHOW LURECT 'MOUS SECTION !�00 °K0 oQ,w • • •' °�axw m °AD12-30 jnAl••fr.• •a�`° 3 N 4 �a�Tv�aca�T � a�T7... twc-aeecwPa:�000e•aeetaoe�:d 8 SL4'Mt. ed W='U'INtl1TI 1W66'ld'tlf M Vd0 yqs A O� a Mouavw 4 TM 848 asv M As TOM '91WXLG67iMNitf►t E ! � � � N �, w-a ' vdrwausvGMcrw � g c.un� •�Nu'esNUUB9t�i8HI4�18 ppb-l3NVdP8iQ18�iBW�IVKItlfl tl072 N Qk WWII':My.{bb''b55tib ¢ { a Q•• � • 55bb b5bb w55bb bWb eJ bdreb3d (D w O: $g 4hh t p, h 6 4 a 66 � � �ba''a Sri ^mm5 aa555_5w�oi 5bbb 5wbb wbbad fisc[ O�pP1.".pt•••PRpk`�,,� Itife se _; bbb b5b ab5bb bbbi •baby bbbb g a `� saasssaas *son saspseasp sasp ssaasssaasssaas 4 oo 1101filuo" io �Ra• o• oe� •o oa yCy� �� all 4 * numb Sol b 4 b5 5 bb4bbbb b5 �9 bd b � bb as a ss �Bosom sssax oseas asses sass 11 Jill R^k all ^.P Mq ^R 00. tR 0R 4O 1e " 1 ~ - ~ s t M, WO* S555b 4.mbbbb hh5bb bbbbb MIN 555 h 55555 b 1W. 414'b itt 1l Sun Inh Nan J�!bbt 114NNbh 4 � 9 •R i 8 btgb55b 44b5 "bbbbbbb5 5bbh4 55 5b d55bb 8 tb55bbb bbbb wbaONN 55 5555 55555 5555 5555 bbbb s„h1 $ b _ bb t�5 be�b5ab w4bbb 5br�t� 5555 k14N I. N..... ..X58 „NNbb tg45b babi °��ea P ase �a5b a MINIM,-NMI �bbb�$p5 Ibbb5 Wb tbbb)Nbb.b � _5555 5555 5555 555 5555,55 5d• 55555 N5555 MO s 55555555 NION 55N5 4155155551 q 84aR626595Nonni . *s:. ssrttaftop: imp! : g2sps$aspssasp � � Jill Jill tl a a ■s $$P o •: :•R 101 Tj On b.k'�ONOONOTM GOWA S$ . . . . . . . . . . Prim Vi MAR 17 2011 MIAMHMIRI: IMIAMI-DADE COOM e I�ObC�T CommoLSECtION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND i 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION (786)315-2590 F(786)315-2599 NOTICE OR ACCEPTANCE OA �vww miamidade.8ovtpern/ PGT Industries 1070 Technology Drive North Venice,FL 34275 (; UPY SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami Dade County PERA- Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 11SH-600"Aluminum Single Hung Window—NX APPROVAL DOCUMENT:Drawing No.4032-20,titled"Alum.Single Hung Window,Non-Impact.", dated 09/21/05 with revision D dated 10/07111,shcets 1 through 14 of 14,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section, MISSILE IMPACT RATING:Pion LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes.shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dadc 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 enthe*NV4 sbalfte prgvjoml to the user by the manufacturer or its. distributors and shall be available fgr i4ee%r*a?.the.jbesite at the request of the Building Official. This NOA revises NOA#10-110'1.03 tutd consists of lis page 1 and evidence pages E-1,E-2,and E-3,as well as approval document mentioned above. The submitted documentation"m iewed 6ya"nuelPerez,P.E. • NOA No.11-1013.13 EcouExpiration Date: January 26,2016 • . ••• Approval Date: December 08,2011 . . . ... . Page 1 . . . . . . .. .. . . . .. .. . . . . . ... . . PGT In NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4032-20,Sheets 1 through 14 of 14,titled"Alum. Single Hung Window, Non-Impact',prepared by manufacturer,dated 9/21/05 with revision D dated 10/07/11,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of Proview aluminum single hung w/mtegral fm(3/16"temp),prepared by Fenestration Testing Laboratory,Test Report No. FTL-4886,dated 03/16/06,signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #06-1211.07') 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 3603.2(b) and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window w/integral fin(3/16"temp.),prepared by Fenestration Testing Laboratory, Test Report No. YM-4959,dated 07/19/05,signed and sealed by Eduardo Largaespada,P.E. (Submitted under previous NOA#05-092$.03) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 3603.2(b) and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window(3/16"temp. &3/16"ann.),prepared by Fenestration Testing Laboratory, Test Report No. FTL-4655,dated 07/08/05,signed and sealed by Eduardo Largaespada,P.E. (Submitted under previous NOA#05-0928.03) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Water Resistance Test,per FBC,TAS 202-94 3)Forced Entry Test,per FBC 3603.2(b)and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window(3/16"ann.IG),prepared by Fenestration Testing Laboratory,Test Report No. FTL-4658,dated 07/15/05, signed and sealed by Eduardo Largaespada,P.E. (Submitted undexFrev?e••th Aroft es- iA79 03) �44axw IA&_ .. ... .. . . . .. Man el#Urezl P.E. ••• ••. .•. Product Control finer • NOA NG.11-1013.13 .. . . . . . . . . ••' •• •• ••• Expiration Date: January 26,2016 Approval Date: December 08,2011 ... . . � . . . . . . . . . . .. .. ... .. . . . .. .. . . ... . . PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 5. jest reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window(1/8"am.ICI),prepared by Fenestration Testing Laboratory,Teat Report No. FTL-4657,dated 07/08/05,signed and sealed by Eduardo Largaespada,P.E. (Submitted under previous NOA #05-0105.01) 6. 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)Forced Entry Test,per FBC 3603.2(b)and TAS 202-94 ' along with marked-up drawings and installation diagram of aluminum single hung window(1/8"temp.IG),prepared by Fenestration Testing Laboratory,Test Report No.FTL-4656,dated 07/07/05,signed and sealed by Eduardo Largaespada,P.E. (Submitted under previous NOA #05-01'05.01) 7. 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)Forced Entry Test,per FBC 3603.2(b)and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window(I/r* IO);prepared.by Fenestration Testing Laboratory,Test Report No. FTL-4654,dated 07/07/05,signed and sealed by Eduardo Largaespada,P.E. (Submitted under previous NOA #05-0105.01) 8. 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)Waxer Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 3603.2(b)and TAS 202-94 along with marked up drawings and installation diagram of aluminum single hung window(3/16"temp. 3/16"am. &3116"ann. IG),prepared by Fenestration Testing Laboratory,Test Report No.FTL-4653,dated 07/07/05,signed and sealed by Eduardo Largaespada,P.E. (Submitted under previous NOA #05-0105.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,dated 06/08/11 and updated on 10/07/11,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Depa;tmeit pt�"* ,•Epvironment,and Regulatc (PERA). Manu P.E. "' "' Product Cont 1 uaminer .. . . . . . . . . NOA No.114013.13 ••: :• :•• : :.. '.' Expiration Date: January 26,2016 Approval Date: December 08,2011 . . . . V: . . . . . V •• ..• . V .. ... . ... . PGT Industries NOTICE OF ACCEPT CE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010,dated 10/07/11, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated 10/07/11,signed and sealed by Anthony Lynn Miller,P.E. G. OTHER 1. Notice of Acceptance No. 10-1101.03,issued to POT Industries for their Series"SH- 600"Aluminum Single Hung Window—N.I.",approved on 01/27/11 and expiring on 01/26/16. .. ... . . . . . .. . .. . . . . ... . Manuel Pe it. • 0:6 • ••• • • Product Control E er 000a : 0 . NOA No.11-1013.13 % % .' •,• ••• •.• Expiration Date: January 26,2016 Approval Date: December 08,2011 E-3 • • • • • . • • • • •• •• • •V .• ••• • •• •• ••• • • GENERAL NOTES:NON-IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.3118"ANNEALED GLASS S.3118 TEMPERED GLASS a 114"ANNEALED GLASS 0.1W TEMPERED GLASS E.13118°LG.,118"ANNEALED OUTBOARD.AIR SPACE,118 ANNEALED INBOARD NOA DRAWING MAP F.13118"1.0.,118 TEMPERED OUTBOARD.AIR SPACE.IB"TEMPERED INBOARD SHEET G.13H8"I.G.,3118"ANNEALED OUTBOARD.AIR SPACE,3N8 ANNEALED INBOARD GLAZING.NOTES--I GLAZING DNaraLs..- »»2 3-5 H.13118 I.G.,3118"TEMPERED OUTBOARD,AIR SPACE,31178"TEMPERED INWARD DESIGN ONS--PRESSUIAB'::'.»0 IxEVAnoNs..._»_.»..,..9 1.13/18"LG.,3H8 ANNEALED OUTBOARD,AIR SPACE,IV ANNEALED INBOARD VERT.SECTIONS. ......7 • •• HORIZ.SECTIONS—......7 J•13MIr I.G.3118 TEMPERED OUTBOARD,AIR SPAN iff TB04MW INBOARD CORNERDETAIL.PARTS R DETAIIL.L »»»»8 • • i•i •• • »-»—9 ••••i • • 2.C&FIGURAT :'OX 111.VIEW AND RADIUS TOP,ALL WI LOW OR HIGH BILL OPTION) AMRUS NCHORAGE.---....—1 0 44 8 •.•••• • • 3.DOGN PRESSURES:SEE TABLES 1 THROUGH 3.SHEETS 3 THROUGH L • A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. •••••• •• •• •• ••••• i •••• ••i SAXOSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. ••••• • ••s"SIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADS COUNTY. i••••i • • • 4.ANCHORAGE*THE 33113%STRESS 040MME HAS BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS. :Goes: •• •• •I.Vi I mE COUNTY APPROVED SHUTTERS ARE REaumm IN MUUNI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, •• • • Je RVME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. • • 7.RElFERE qms..TEST REPORTS FTL-4883,FTL-4884.FTL ,FTL rTL 486'1,FTL-4888,FTLAm AND FTL-4910. •••• ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADW20M ALUMINUM DESIGN MANUAL pRtkDUc1'RsvlstiD S.SF-RIESIMODEL DESIGNATION SHWO.ALSO REFERRED TO AS SH701. B�l wtmdm Flmka oldhigCob A 9.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REOUIREMIENf3 OF THE FLORIDA BUILDING CODE,INCLUDING THE HILI VELOCITY -I to HURRICANE ZONE(HVH4 qya* %it i 1.YA1N 4f# Na 88706 OFSTA J,1 nAMMI v 2910FWIQMUIE GENERAL NOTES amdup w:otewsoattt»ave .,•o' ..,Fcor�AQ C��. FA 91eA77 c Nof71A 71968mwT watr�sasras SINGLE HUNG IWADOWNONIMPACT N n�i�!!�Pe` FJG SAW7 B R S'lAW2W W/I fa WW G =F=su�w mw AatMs FJG It r e+afPoB a N)5 r •r4 40 ZO o FL P.E.9 ris7� 90LBR#3 d 1! I OE`Z60Y Yip Z F! --8 4 �fl1 ►�Lf•1d ri' Dol61L Xd 3 d'2jpq� Jll b +.r aow• •.r woa aow. .a• as ,t f •L917m8Od AMMMI1s7f7tlOMON H aw 2rd %VNO/gs;�.,� LD1rd61tYNON MOQN/MDNRH370N/S�YRi � �•� d O7;;' J`Oa S71t/13OF�V! D r.`..••.•��aauo oeo► isawS �c QV rm:Sx �j Lag roti r*A.1--ory SSVIO CMV InSNI e%M '•• •. o`r�� SSV7 GSWUW31WO31V3NNV.9W6s10at 3OVds UV NV SSM GMBc ML NO C3WSN .96f6 NO.816 616 OL � r � 68 fl>dHl 88 Siwe 8£ 0000 9 • • 0000 0000•• 3U9 gem •• • • • TM.vt 0000• 6••6•i •••6i• • 0000• • • • 0000•• 0000 • • • • Lti2lO L • 0000•• 0000 • 0000• 00.06 000 • 0000• •• •• •• 0000•. • SMS OIHIMNOW.V/6 SSV'ID OIHJJ IONOW.9N£ ••••• • • ••666• 88V Ifl 031i3dNQl i� .ti/4-� F+- 9WWO C3HRd VaI V0 O31V3NNV.9W£--j f-- • • • • • 01 OL •• • £8 ZIO ZS 1.8210 08 • ® 1£ L£ (sa�uua3s llV> DESIGN PRESSURES BASED ON FLANGE TIP-TO-TIP DIM.(INTEGRAL FIN WINDOWS WI SAME DLO ARE 1"SMALLER) TABLE 1. U1 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED WJ HIGH SILL OPTION WINDOW WINDOW HEIGHT MEETING RAIL WIDTH I GLASS TYPE 28" 38 3f8" 44" IN 8f8" 83" 72" 74" 78" W A,C,E,I +80.0 420.0 +86.0 420.0 +80.0 420.0 +80.0 420.0 +SM.0 94.6 +78.6 78.6 +75.7 76.7 +73.0 -73.0 "XSA 3H 19 9f8" G +80.0 420.0 +80.0 420.0 +60.0 -120.0 +80.0 420.0 +80.0 420.0 +80.0 414.2 +80.0 410.1 +80.0 408.2 B,D,F,H,J +80.0 -120.0 +10,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0. 420.0 +80.0 420.0 +80.0 120.0 +80.0 4116 A,C,E,1 +80.0 420.0 +80.0 420.0 +80.0 420.0 +80.0 -120.0 +80.0 -84.9 +88.9 -88.9 +es.2 4&2 +83,8 •83.8 24" G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 420.0 +80.0 -100.3 +60.0 48.3 +80.0 428 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 420.0 +80.0 420.0 +S(LO 412.8 +60.0 406.3 +80.0 404.1 LOW SILL OPTION: A,C,E,1 +80.0 420.0 +80.0 120.0 +80.0 420.0 +60.0 420.0 +80.0 -W.0 +820 •82.0 +5&1 49.1 +68.4 48.4 WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A ••• 32" G +80.0 420.0 +80.0 420.0 +80.0 420.0 +80.0 420.0 +80.0 416.4 +80.0 90.3 +80.0 4&0 +SM0 -82.0 POSITIVE DESIGN PRESSURE • e ••••i ••• • B.D,F,H,J +SD.0 -120.0 +80.0 420.0 +80.0 420.0 +80.0 420.0 +80.0 -120.0 +80.0 401.6 +80.0 4&7 +8.0 923 AS SHOWN THETABIE • • •••••i • A +•80.0 -12110, +80.0 -1200 -+80.0 -12D.0 +80.0 405.0 +80.0 •80.0 +81.3 •89.3 +68.0 48.0 +65.0 46.0 NEGATIVE DESIGN PRESSURES • •••• • • ARE UNEFFECTED. • • B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 420.0 +80.0 -120.0 +80.0 -100.3 +80.0 44.9 +80.0 -,1 • • • • G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 416.4 +80.0 49.1 +80.0 -84.4 +80.0 •80.1 •••••• •••• •• C,E,1 +80.0 420.0 +80.0 -120.0 +80.0 -120.0 +80.0 -11&0 +8(0 40.0 +81.3 -81.3 +68.0 4&0 +66.0 46.0 • • • ••• A +80,0 420.0 +80.0 -120.0 +80.0 -111.8 +80.0 91.6 +80.0 X LO +81.3 •81.3 +6&0 4&0 +86.0 -KO • •••••i •• B,D,F,H,J +80.0 420.0 +80.0 420.0 +80.0 420.0 +80.0 420.0 +80.0 '-120.0 +80.0 100.3 +80.0 44.9 +8D.0 90.0 •••••i • e • • e e G +80.0 120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 118.4 +80.0 49.1 +Sp,O •94.4 +80.0 -80.0 e••• • • •• C,E,I +80.0 -120.0 +80.0 -113.0 +80.0 407.0 +80.0 403.0 +80.0 -MO +81.3 •61.3 +5&0 4&0 +66.0 •66.0 •• • •••• • ••• A +80.0 -120.0 +80.0 408.0 +SI 0 -96.8 +80.0 -85.6 +78.4 78.4 +61.3 -81.3 +68.0 •88.0 +65.0 46.0 • • • •••••• • ••�„ B,D,F,H,J +80.0 120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 120.0 +80.0 -100.3 +80.0 94.9 +80.0 4D.0 •••• • • • e Q +1O,0 -120.0 +80.0 -120.0 +80.0 -120.0 +50.0 -120.0 +80.0 -118.4 +80,0 •89.1 +80,0 -84.4 +�,0 400 •••• C.E.I +80.0 420.0 +80,0 -104.0 +80.0 93.8 +80.0 -89.9 +80.0 40.0 +61.3 41.3 +68.0 -5&0 +6&0 •86.0 A +80.0 420.0 +80.0 48.8 +80.0 -87.8 +78.0 -78.0 +68.3 88.3 +61.3 •61.3 +68.0 4&0 +55.0 46.0 �, B,D,F,H,J +80.0 420.0 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 -114.9 +80.0 -100.3 +80.0 94.9 +80.0 90.0 PRomicraevow G +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 418.0 +80.0 102.1 +80.0 •89.1 +600 -84.4 +80,0 40.0 ares C,E,I +80.0 420.0 +80.0 44.8 +80.0 43.7 +79.7 -79.7 +702 70.2 +61.3 •61.3 +5&0 4&0 +66.0 45.0 paadft�I1-1013•! A +8D.0 417.7 +8D.0 46.4 +77.0 77.0 +69.6 -69.6 +6&6 49.5 +5&4 46.4 +55.7 45.7 +66.0 46.0 BY 831!8" B,D,F,KJ +80,0 420.0 +80.0 420.0 +80.0 420.0 +80.0 413.9 +80.0 49.1 +8M0 40-3 +80.0 41.1 +80.0 40.0 G +80.0 120.0 +80.0 420.0 +80.0 1 411.9 +80,0 401.3 +60.0 48.1 +80,0 420 +80.0 41.0 +80.0 -w.0 C,E,1 +80.0 417.7 +80.0 46.4 +73.9 1 73.9 +60,6 •69.6 +O.8 -W.6 +56.4 4&4 +55.7 4&7 +56.0 -GAO tit t `� GLASS TYPES: � VYNN A.3116"ANNEALED E.IWO"LG.,Iff ANNEALED,AIR SPACE,118'ANNEALED L 13118"LG.,3118"ANNEALED,AOR SPACE,US"ANNEALED •,'P '. B.3118"TEMPERED F.13M8"LG.,1B"TEMPERED,AIR SPACE,1f8"TEMPERED J.13118'LG.,3/18"TEMPERED,AIR SPACE,lf8"'fEMPERED k;' 68705 C.114'ANNEALED G.13118°LG.,3M8"ANNEALED,AIR SPACE,3118"ANNEALED D.114"TEMPERED R 13M8"LG.,3118'TEMPERED,AIR SPACE,3118'TEMPERED SETAro dl f007/If 0 NOCKANWWO&WEr ,ao,�a oovow DESK3NPRES.StiitES 9/1 W/NDOVNS F '........... O��`• AK Xf8W 0 t:t7 AtA88TYPEC&l9=7EGL486TYPEG Nac��a 8az7a A'" �•,SS %% amolp owFJL 2W SWAAMa Vr4V L468?MTo WWQGsbmiw own � ALUM.SINGLE'HUNGW/N�1N NOIW/MPAG"T '�.,�/{��rL�NA,{��• y"b&9ftrab.asae a.r e.r i ".aa a. A LYNN mem P.E. FJG 7AW 4 L &E00 NT3 3 a 14 4032 D FL P E#68706 DESIGN PRESSURES BASED ON FLANGE TIP-TO-TIP DIM..(INTEGRAL FIN WINDOWS WI SAME DLO ARE V SMALLER) TABLE 2. -\ STANDARD VIEW FLANGE,INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED Wl HIGH SILL OPTION WINDOW WINDOW HEIGHT WIDTH GLASS TYPE 28 314" 38 3f8" 44" 60 818" I 83" 72" 74' 78" MEETING RAR 19 118' A,C,E,G,I +80.0 1 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -ML4 +61.3 -61.3 +49.3 49.3 +47.5 87.6 B,D, F.H.J +80.0 -120.0 +80.0 -120.0 +110.0 -120.0 +80.0 -120.0 +a.0 -120.0 +80,0 -1027 +80.0 -MS +80.0 -94.9 ' 24" A,C,E,G,I +80.0 -120.0 +8D.0 -120.0 +800 -120.0 +80.0 -120.0 +80,0 -80.8 +48.4 •46.4 +44.4 •04.4 +42.6 42.6 1+ S.D.F.H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 -82.9 +80.0 -MS +80.0 -88.0 xr A,C.E,G,I +80.0 420.0 +80.0 420.0 +80.0 -120.0 +80.0 420.0 +80.0 80.0 +44.8 -44.8 +42.2 -42.2 +40.0 -40.0 LOW SILL OPTION: B,D,F.H,J +80.0 420.0 1 +80.0 -120.0 +M.0 -120.0 +80.0 -120.0 +00.0 -12MO +80.0 88.1 +80,0 -84.4 +80.0 80.0 WINDOM WITH THE LOW SIU- A +80.0 -120.0 +80.0 -119.0 +80.0 84.5 +80.0 -93.0 +8D.0 •-80.0 +44.6 14.6 +422 •42.2 +40.0 •40.0 OPTION ARE LIMITED TO A s s• POSITIVE DESIGN PRESSURE • • • S.D.F.H,J +80.0 420.0 +80.0 -120.0• +80.0 -120.0 +8C.0 -120.0 +80.0 -120.0 +80.0 89.1 +80.0 -84.4 +80.0 80.0 OF+64.0PSFORLOWERAS••s•s ••• BLE. TA • 3T • s ••• C,G +80,0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 -115.6 +80.0 480.0 +44.6 -44.6 +422 -42.2 +40,0 •40.0 NEGATIVE SHOWN IN THE THE TA PRESSURES • • s••s•• •••••• • E.1 +80.0 -120.0 +80.0 -119.0 +80.0 414.0 +80.0 -107.0 +80.0 •80.0 +44.6 .44.8 +422 -42.2 +40.0 40.0 ARE UNEFFECTED. • • • • • A +80.0 -120.0 +80.0 -109.0 +80.0 80.4 +80.0 88.8 +76.3 -78.3 +44.6 .44.6 +422 42.2 +40.0 40.0 B,D.F.H,J +80.0 420.0 +80.0 120.0 +80,0 -120.0 +80.0 -120.0 +193.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 •80.0 •••••• • *06 • Do*• , CIG +80.0 -120.0 +S.0 -120.0 +80.0 411.2 +80.0 402.8 +80.0 -80.0 +44.6 44.6 +422 42.2 +40.0 40.0 • • • s•••e i • E,1 +80.0 -120.0 +80.0 407.0 +80.0 -104.0 +80.0 498.2 +80.0 80.0 +44.8 44.8 +422 422 +40.0 -40.0 •s•••• • • • A +80.0 -120.0 +MOA 82.7 +80.0 -84.6 +80.0 •82.7 +70.4 70.4 +44.8 •44.8 +422 42.2 +40.0 40.0 • • • B,D.F.H,J +80.0 420.0 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 420.0 +80.0 89.1 +80.0 -"A +80.0 •80.0 •• •••••• • ••s CIG +80.0 -120.0 +80.0 -107.2 +80,0 47.8 +80.0 89.6 +80.0 -80.0 +44.6 -44.8 +422 42.2 +40.0 40.0 e • • •••••• • • E.I +80.0 -120.0 '4-80.0 -93.2 +80.0 -M.9 +80.0 -89.5 +76.3 -78.3 +44.8 -44.6 +422 -42.2 +40.0 AMC • A +80.0 -117.0 +80,0 89.2 +78.7 76.7 +74.8 74.8 +63.0 -83.0 +44.6 -44.8 +42.2 42.2 +40.0 40.0 F,H,J 48" +80.0 -120.0 +60.0 420.0 +80.0 -120.0 +80.0 420.0 +80.0 414.7 +80.0 89.1 +80.0 84.4 +80.0 80.0 C G +80.0 417.0 +80.0 88 0 +80.0 87.0 +79.3 -79.3 +70.1 70.1 +44.6 -44.8 +422 •42.2 +40.0 -40.0 E,I PRODUCrREMM +80.0 -113.0 +80.0 •82.4 +80.0 81.3 +79.3 79.3 +70.1 -70.1 +44.6 -44.6 +422 •42.2 +40.0 •40.0 � arewue & A +80.0 403.8 +80.0 -84.4 +69.2 89.2 +68.3 88.3 +58.7 -M7 +41.0 11.0 +40.5 •40.5 +40.0 -40.0 �ulft & 53 B,D,F,H,J +80.0 -120.0 +80.0 -12D.0 +80.0 420.0 +80.0 -113.2 +80,0 88.8 +800 81.9 +80.0 80.9 +80.0 80.0 U8' +80.0 103.8 +80.0 -84.8 +76.3 78.3 +692 89.2 +�,4 �.4 +41.0 -41.0 +40.5 -40.5 +40.0 •40.0 C,G E. I +80.0 403.8 +72.8 72.6 +70.8 70.6 +69.2 �.2 +60.4 80.4 +41.0 .41.0 +40.5 •40.5 +40.0 40.0 GLASS TYPES: �IUII/ A.3/18°ANNEALED E.13/18-LG.,118"ANNEALED,AIR SPACE,118"ANNEALED L 13118°LG.,3118"ANNEALED,AIR SPACE,1f8-ANNEALED . S.3118"TEMPERED F.13H8"LG..IW TEMPERED,AIR SPAM,118°TEMPERED J.13118"LG.,3i18-TEMPERED,A02 SPACE,118"TEMPERED C.114"ANNEALED G.13f18"LG.,3118°ANNEALED,AIR SPACE,9118°ANNEALED' *' N0.68705 D.114"TEMPERED H.13!18-LG.,3118"TEMPERED,AIR SPACE,alit"TEMPERED P utoro7n, o a0rtasr "- p • sTAl •''t +oro7e�raroLooYrsnnre DESIGN PRESSURES,STANDARD VIEW % FtoRlop.:` •• Pic PROW 0 NOCHANGEMSOMEWo,�� FX 28/87 s NoIHAA�7N18OMEr Paep�cros rAc3_r_ _AL UM.SING I.ENUNGWlI1�OW NON4MPACT ''.,,OONA`L��ON FX W405 J..L R 86274 1 Buser 0 N7S 4 a 14 "4000 D A LYN�Ilallstf�,P E FL P.E.B 88705 DESIGN PRESSURES BASED ON FLANGE TIP-T0-TIP DIM.(INTEGRAL FM WINDOWS WI SAME DLO ARE 1-SMALLER) TABLE 3. CUSTOM VIEW FLANGE,INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS Wl HIGH SILL OPTION"DOW HT.MINUS SASH HT.) � ~ WINDOW WINDOW HEIGHT MINIS SASH HEIGHT(75"MAX.HT.FLANGED AND 75"MAX.HT.INTEGRAL FIN) W MINUS WIDTH GLASS TYPE 17 IN 22 11(18 28 3118 33314 39 3118 4413M8 8038 5515M$ SASH A,C,E,I +80.0 -120.0 +K0 -120.0 +80.0 -120.0 +K0 -120.0 +80.0 418.0 +80.0 -100.2 +80.0 -VA +70.8 -70.8 W 4T. H.T. 19118 B.D,F,H,J +80.0 420.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 MEETING RAS_ G +60.0 420.0 +80.0 -120.0 +80.0 420.0 +80.0 -120.0 +80.0 -120.0 +60.0 -12MO +80.0 -120.0 +80.0 -116.1 88. A,C,E,I +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 403.0 +60.0 - 2 +74.1 74.1 +69.6 -59.8 L- 24 B,D,F,H,J +80.0 -120.0 +80.0 420.0 +80.0 420.0 +80.0 -120.0 +8D.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -118.7 NOTES: 9.WINDOWS WITH THE LOW SOL G +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -98.8 OPTION ARE LIMITED TO A A,C,E,I +80.0 -111.0 +80.0 -120.0 +80.0 -117.0 +80.0 44.2 +80.0 -85.7 +74.3 74.3 +82.6 -828 +49.1 49.1 POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOVA RAS 32 B,D,F.H,J +80.0 •111.0 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 420.0 +80.0 420.0 +80.0 -113.6 +80.0 -97.9 SHOWN IN THE TABLE. IGN PRESSURES G +80.0 411.0 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 -120.0 +80.0 420.0 +K0 401.8 +79.7 79.7 NEGATIVE EC ARE UNEFFECTED. A,C,E,I +80.0 409.0 +80.0 419.0 +80.0 -91.9 +09.0 46.1 +80.0 -80.6 +70.9 70.9 +58.8 .58.8 +45.2 45.2 2.AVAILABLE SASH HEIGHTS FOR CUSTOM VACOW8 ARE 12 SW 37 B,D.F,H,J +80.0 -98.0 +80.0 420.0 +80.0 420.0 +K0 420.0 +80,0 -120.0 +80.0 1 -120.0 +80.0 405.8 +KO •80.3 MIN.TO38•MAX G +80.0 •88.0 +8D.0 -120.0 +80.0 420.0 +09,0 420.0 +80.0 -12MO +80,0 415.3 +80.0 •�M5 +73.6 -73.5 3.78"MAX.FLANGE WINDOW HT. • •• 76'MAX.FIN WINDOW HT. • • • A +80.0 4920 +80.0 40&0 +80.0 -87.4 +09.0 -81.5 +70.8 70.8 +69.0 439.0 +67.3 •67.3 +43.6 •43.8 •••••• • • S.D.F,H,J +80.0 -92.0 +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 420.0 +80.0 -120.0 +80.0 402.7 +09.0 -87.0 0 409•••••• CAI +80.0 492.0 +80.0 -10&0 1 +80.0 -103.0 +09.0 1 -M8 +70.8 70.8 +69.9 -89.9 +67.3 -57.3 +43.8 -43.8 • • • G +80.0 -820 +80.0 420.0 +80.0 -120.0 1 +80.0 1 -118.8 +80.0 -115.0 +80.0 -11&7 +80.0 •83.2 +70.8 -70.8 • • • •• •• A,C,EJ +80.0 -85.0 +80.0 -923 +80.0 -81.3 +75,1 -76.1 +58.6 -09.5 +88.4 -68.4 +062 -58.2 +41.9 -41.9 •••••• •• • • 0 oaf• B,A F,H,J +80.0 -86,0 +80.0 -120.0 +80.0 420.0 +09.0 -120.0 +09.0 -117.9 +60.0 -116.6 +80.0 -mg +80.0 -m7 •••i•• • •••• C,E,I +80.0 -85.0 +80.0 -93.1 +80.0 -91.0 +8MO 488.1 +69.5 •89.6 +58.4 .88.4 +882 -%2 +41.9 -41.9 • • •i•••i 00000 G +8D,0 -86.0 +80.0 -120.0 +80.0 409.8 +80.0 -101.4 +80.0 -98.7 +09.0' -94.8 +80.0 -91.3 +88.1 •88.1 • • • 169099 A +80.0 -111.9 +80.0 -WS +73.3 73.3 +67.2 •67.2 +51.4 -51.4 +49.6 49.6 +49.0 49.0 +40.8 -40.8 •••••• •• •• 0:000 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 420.0 +80.0 420.0 +80.0 -101.2 +80.0 418.4 +80.0 4G.0 +80.0 -81.6 • • • • 48 •• • • •••• C,E,1 +80.0 -109.0 +80.0 4822 +80.0 411.2 +75.0 -751.0 +61.4 -51.4 +49.8 49.6 +49.0 -49.0 +40.8 -40.8 •••••• •••• • • G +80.0 •120.0 +80.0 410.2 +80.0 -98.9 +80.0 +80.0 -S&S +SD.0 -80.6 +79.6 -79.8 +88.3 •88.3 °BMODtXrRBVUW O e • • & Qude 99 •••• A +09.0 -99.0 +80.0 -61.8 +64.4 -84.4 +5&9 +43.7 -43.7 '+41.6 •41.6 +40.4 •40.4 +40.0 -40.0 A - to B,O,F.H.J +80.0 -120.0 +80.0 420.0 +80.0 414.8 +80.0 +80.0 -85.8 +80,0 -81.9 +09. Ddo 0 -80.2 +80.0 -8D.0 By C,E,I +80.0 -99.0 +72.3 -723 +70.8 70.8 +84.8 +43.7 43.7 +41.6 -41.6 +40.4 •40.4 +40.0 +10.0 Peammt G +S0.0 417.0 +80.0 -W.7 +80.0 -84.3 +78,3 +71.0 71.0 +67.6 •67.8 +6&7 857 +85.0 -85.0 GLASS TYPES: A.3/16`ANNEALED E.13!18'L 18"G.,1ANNEALED,AR SPACE,118"ANNEALED L 13118°LG.,311V ANNEALED,AIR SPACE,118"ANNEALED ��`��C�y yNN Mi S.3118°TEMPERED F.13(18°LG.,1B"TEMPERED,AIR SPACE,V8°TEMPERED d 13/18"LG.,3118°TEMPERED,AIR SPACE,118"TEMPERED C.114"ANNEALED M 1311V LG.,3116"ANNEALED,AIR SPACE,3118°ANNEALED O.IN TEMPERED H.13116'LG.,3118"TEMPERED,ABR SPACE,3118°TEMPERED .0 timroml a AND 7rus814r 14MY60HUMAMUMM DESIGN PRESSURES CUSTOM .HT-S.M: PXWSW 1 0 WaVAIGETWOlEET t RB•s7o TMP NON-IMPACT etc ALUM.S/NQLEHUNOVInNDOW, . •.......• FIG 2w B f2 8J49:T Pp � 7ti19A P.E. v�fiv oft FA TAW J9. 82fR18 ✓iNBQD NT3 8 a 14 402-0 0 FL P E B 88708 b31/8"MAX FLANGED WIDTH(ALL ELEVATION DETAILS) 52 lAr MAX.I.F.WIDTH(ALL ELEVATION DETAILS) 495tH"MAX.FIXED DLO(ALL) D-1 C�) 78"MAX — — 75 MAX 75"MAX SEE DLO I.F. A LF. I.F. F I TABLE 0 p HEI GHT TAME ODLO, HEIGHT SEE DLO TABLE O O j HEI L75 MAXLi 78"MAIC 78° FLANGED FLANGED FLANGED SEEDLO38 H8° HE TABLE X MAX DLD SEE (MAX) / SASH TABLE X j 4 TABDLE X j 4 L 10 114"MAX. VENT oLo(ALL) DETAIL B DETAIL C • •• DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) •••••• •••••• • • B ESI •• • •i••• VERTICAL DAYLIGHT • OPENING •••••• �•• ••••• 78"MAX 75MAX FD(EDLfIE •s••• • ••• ••••• I I.F. IF. •••i•• •••••: •••SEE DLO I HEI SEE DLO E HEII INTDETAIL HILL BILL J�LE A 341/2" 34 318" i••••i • • ••••T O / W"� T 0 %j 70" B 418/8" 41 JW • • • ••••• FLANGED FLANGED C 41 114" 40 7/8" •••••• •• •• •is•• H HEC D b/8" 821118" .• • •• 0 00 E 11,11m 828118' •••••• •••• • PA9DUCI'ttmim aft •••••• SEE DLO TABLE X I SASH SEE DLO TABLE X j SASH DETAIL SIU.20* LOWNSILL GH �a��Pta4de HEIGHT HEIGHT A'. 341/2° 34 3118" � •1 e B 27 718" 271/8° ep DETAIL D DETAIL E C 27 7H8° 27118" naso D 18918" 16 3F4" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E TABLE 4. u t u NOTES: 1.SEE SHEET 7 FOR VERTICALAND HORIZONTAL SECTION NAILS. `'�•P. 2.SEE SHEET 9 FOR CORNER DETAIL VIEWS. - 3.SEE SHEETS 10 THR(XJGH 14 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&G7 ARE BASED ORA THREE OVER TWO FORMAT. .N taws D Nol9INIPf 1MSS•lEET ELEVATIONS -,� �`� ��,• FX EymEw O J0CIMNSEYM r PX 8 AIDO/MfGETFl1881/>E1 POt (1Sls Isaw ALUM S/NCiLE H(JNt3 WINDOW NOIw IMPACT '�V�fwFX .Fl 84474 b flamer Sim NTS 8 a 14 '4D�2Cf D A LY I t P.E. FL P.Ex 1387Q8 -23W NOTE:MSN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)0'FROM EACH SIDE OF SASH. 2B 27 BALANCE PARTS USED 1 INSIDE MAX VENT DAYLIGHT OPENING ON SASHS>40 LBS 31 INSIDE 14&16 9810 _ _ BALANCE PARTS USED — -------- ------ 15 ON SASHS<40 LBS ,a e 0 ,0, O MAX 11 �6 27'10' LITE 7,8 OR 17 DAYLIGHT 25 OPENING O 25 MAX FIXED LITE DAYLIGHT OPENING _) MAX WIDTH r SECTION MA 6 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS — 23 ". 47 iT • . 006 • 0 060.0• t&uc.• • • • fmGH7• 21 •0000• 0.6•040 • • • I HIGH I '• • •i 60 M� I SI 2 • LOW 000600 •• •• •• L 0000• 6 ••• •• •• � F 1 6=_j T ••i•• • •• • MAX LA 0:000: • VENT 49 :.000** •• •DAYLIGHT HIGH SILL LOW SIU. HEAD • 10 60060• •• 00 •0 •6 • • • s 6• • • 6 6• 28 h---2710•--�I MODUCrsEvu� 00.000 0600 • • 53 I acmrVftwftdwPlod& 000••6 OUT IDE C 6 �l�Ko 2.3�° 2848° 63 52 (LOW SILL) (HIGH SILL) SEE NOTE ABOVE r 64 h i l t '�y'+P •, 3 30 ULTRALIFr $5 OR 66 v 11 , ;•0�etst .,* 69 SECTION B-B 12 ONLY 12 UTRYALFT SECTION C-C '*' too.SOS (LOWSILLSHOWN) ALTERNATE HIGH SILL WMDET�FLAiANGMVERS•ON) I (fit JJ 1 D lYOCM4&W1M&1t>I$1 a pC>� •Z�+ FK urawwC Af0C2fA718B& 7 mmuml um ,mare3E.C770N3 '-�ot� a"• �C7;� Fx f a PIDCHAIY� &mer u� "G"--r ALUAL SINGLE HUNG WINDOW AR IWWWACT �.;cSStO13AL V�qftaae -mma" 0274 , ,Better arrroae eor ro 4 •. A.LYA�IW P.E. FJC 7/4NlS 1„Il 8NE &dBOG H&lf 7 s 14 409 W O FL P.E.A t ITEAA DNQO DESCRIPTION PGT# BEIM DWG.O DESCRIPTION PGTO 1 4002A FLANGE FRAME HEAD 612225 84 1181 08 X 1.000 PH.BUGLE TEK 706X1 2 1156 08 X 1.000 QUAD PN.SMS 781 POA 86 FOAM TAPE 114 X 1f2-FOR 3116 81412K 3 40030 FLANGE FRAME SILL(LOW SILL) 812228 86 1208 FOAM TAPE 118 X 112-FOR 19 61308K 5 1828 ADHESIVE OPEN CELL FOAM PAD 7PAD1828 8 4004 FLANGE FRAME JAMB 612227 68 4051A SASH BOTTOM RAIL(HIGH SILL) 84051 7 4026 SASH STOP(ALUMArTILD 812244 69 MOA FLANGE FRAME SILL(HIGH SILL) 64060 8 4026 SASH STOP(EGRESS)1.125 LONG 812244 70 SILICONE,DOW 899,995 OR EQUIV. 9 4029 CA.DWELLA-UMA-TiLTBALANCE,6/8" 80 JA GLASS,VIS'ANNEALED 10 1080 BAL.COVER,RIGID VINYL,518" 6BALCVR918 81 B.GLASS,3118"TEMPERED 11 08 X.750 PH.PN.SMS 7834M 82 C.GLASS,19'ANNEALED 12 BALANCE BOTTOM BRACKET 7BALTSKT 83 D.GLASS,1W TEMPERED 13 1086 SASH TOP GUIDE,518"BAN_ 42504 86 E.GLASS,131161 KN;1B"ANNEALED,AIR SPACE,If r ANNEALED 14 4029-1 CALDWELL ULTRAL"BALANCE,.870° 87 F.GLASS,13M8"Ka 1A"TEMPERED,AIR SPACE,IA"TEMPERED 1$ 08 XI PHILLIPS FLAT HEAD 8.STL 78X1FPAX 16 1080-1 .670 ULTRA-LIFT BALANCE COMER OBALCVRO70 88 M GLASS,13116"10;3198"ANNEALED,AIRSPACE,3118"ANNEALED 17 4068 SASH STOP(ULTRAf:.IFT) 84053 89 H.GLASS,13f16"IG;3118°TEMPERED,AIR SPACE,3118'TEMPERED 18 4029-1 SASH BRACKET 7ULBRKT 90 I.GLASS,1311(r K3;3116"ANNEALED,AIR SPACE,1V A NNEMM 19 05.32 X 1rY I.G.PH.FH.TYPE F S.STL 7832X12FPFX 1 91 1j.GLASS,13M8"A 31'18"TEMPERED,AIR SPACE,IB"TEMPERED 20 1088 SASH TOP GUIDE.11116"BAN.. 4250SR&L • •• 21 1 40540 JFDMD MEETING RAIL 64064C • • ••• • V 140000 ISASH TOP RAIL 64008 •••••• • 25 1235 WSTP.,.170 X.270 MK,FIN SEAL 87S16G •••••• • ••• 26 1098 SWEEP LATCH 71098 y • 027 1016 08 XA25 PH.FL STS 7858 • • 8 4007 SASHBOTTOMRAIL(LOWSILL) 612230 • • 1226 WSTP.,BULB VINYL •••••• •• ITM3' 1A so • • ••••• • ••• •3A• 4008' SASH SIDE RAIL 812231 • • • 1288 SASH FACE GUIDE 42501 A62— 31 ••••• •••••• 37 1224 VINYL GLAZ.BEAD BULB(THICK) STP247W.K :..•.: • • 1225 VINYL GLAZ.BEAD BULB(THIN) BTP248K 47 FRAME,I.F.HkAD • • • •39• 40146 GLAZING BEAD,3118&114.VM0 GK. 64014 04071A,6083.78 •••••• V4,00• •4i••4048A GLAZING BEAD,3116&114.W GRILL KTT 844842 O FRAME,I.F.LOW SILL •• • • 4087 GLAZING BEAD,13MC LQ 84087 04072A,6003.78 • 447 10407iA FRAME.LF.HEAD $4071 y •••••• •••• 48 4072A FRAME.LF.LOWSILL 64072 •••• 49 4073A FRAME,LF.HIGH 61I.L 84073 B60mu* 50 4074B FRAME,LF.JAMB 64074 y� A 82 4009 SILL LATCH(EGRESS)(LOW SILL) 764009 Dm 63 1089 SPRING,SILL LATCH GREW 78PRNG BY [tam 64 2740 SILL LATCH GRE (HIGH SILL) 62740 4 55 1014 SCREEN FRAME(HOR.&VER 81014 gm 58 1830 SCREEN CORNER KEY WIRINGS 716M 2:410 ii ba 1073 SCREEN SPRING 57 1631 SCREEN ER KEY WOUT RINGS 71831 V•"N 59 1624 SCREEN SPLINE-.136 DIA FOAM 61824K ' •. 60 1836 SCREEN SPLINE-.13$DW HMD 8183bK *: TiBMg s1 scREEN CLOTH 61e16 FRAME.I.F.HIGH SILL FRAME,I.F.JAMB 63 505 GLAZINGCHMINEL(M8xAM) 8833402 49. 04073A,WWT6 O 040746,8603.78 4 lit ? I` JJ rca7fn o i�roc�ta�ltOssAiser °ia0"" 'a s6� . mmmmlaw MM79CHNOLOGYMM PARTS LISTAND FR ME CORNER DETAILSo %gyp' FxoT�oP: FA9{ravl C C fANWTM88iwr w srtm ,.. '. jaww Fx s 0GW=Vis�r s ALUAL3INC3LEHUNG W/NDOW NONhJMPAC"T '�.,,SfONAV.1' Ric7!4/05 J.1m 1 b 1 6u(8D0 A" s ,14 4 MX p A LFL YN�x.08 P E I .FRAME SEALANT ALONG ENTIRE JOINT 2 I.F.FRAME !+-2.784 .�Tj ;It 2 8o 2.330 FLANGE FRAME HEAD I #4002A,6W3-TS 1749 O FLANGE FRAME SILL {LSM W ELD #40=.BW+76 8 j SEALANT OR GASKET 12710 n p 1 x-1.613-�-� Tie AT HEAD AND S&L - '490 pqp .Q82 �-►-1.a61—•�� VIEW D-D VIEW E-E (111&VIEW HEAD&BILI„RADIUS TOP SILL) {RADIUS TOP HEAD) ` • • O SASH STOP 17 SASH STOP COVER FRAME CORNER CONSTRUCTION •••••• • . FLANGE 8AME'BJAMB #4M 6QWT6 9406%6083.76 ••••, • • • (USED AS RADIUS TOP HEAD) 0000 • • •• 1'942 {+— I+--2J79—+••� I 1.166 ••••• • ••• •••• .349 `••i•• •••••s ••••.062 1979 .062 MA • i , • ••• .082 • ` ` • SASH SIDE RAIL •••••• •` •` Zti FIXED MEETING RAIL 23 SASH TOP RAIL 31 O SASH BOTTOM RAIL (LSM 1.067 #4008,8083-T6 • • • • • • � • #40840.8083HD•T8 Q #40080,8083H8.18 #4W.6W3-TS •••••• •••• �,•••` .� , y6R; BmaNh Flatda 2326 GLAZING BEAD 3118"OR 114° m 05.0 Ilo OBL 2.946 39 #40143,8083-T6 8 3.448 11.097 2 1'� J GLAZING BEAD 13/18"IG 41 .062 1 J #4007,6W3-TS %W 89 FLANGE FRAME SILL(m" SASH BOTTOM RAIL QiIGH) 40 GLA7_ING BEAD 3/18°OR 114" #406flA 683-TB #4051A.8083-T6 (USED w/GRILL KI't7 �. G �I u! XtFXCC r�mr v i�Ct 7r98SfrE8T mro mmowwwCma ' EMUS/ONS �'.p�0 a°'0 mww mum c NDf7fA1Vl4E7t� 7 M34M �r ALUM.S/NGLEhVNG KgNDOW NON-IfVJPACT ��'''�SSf�P��```�� mw B hRDdiRNt�ummiFE9• PO eg9t181• w �" meeen a" A.LYNF/fi P.E. °NQ A1° sus t �emer !•l8!! 8 a 14 4032,20 D FL P.E.#88708 7/4x08 " ! ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WNDOW HEIGHT 1.ANCHOR TYPES: 1-11C ELCO TAPCONS SUBSTRATE: 28.003 34.803 40.803 1 48.80.1 5203 58.803 84.8032 2-U4°ELCO884 CRETE-FLEX 3-#92 SCREWS ANCHOR TYPE: U U p U In U U p U U p p U p Up z U` 2.ANCHOR LOCATIONS ARE BASED ON THE Wiww—1 � ac%r Al ; WIDTH TYPE $ Q " cNo QQ " pN8 t HEAD 781N1/2°MAX FROM TOP CORNERS B,D,F,G, 1 I 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112'MAX FROM TO'CORNERS - -•--. ._ __.. _ _ ._..._ ._ _. . 16°MAX.FROM BOTTOM CORNERS 19.125 KJ 1 21 212221 2222222222322222 32223232233332233343333 8°MAX.BELOWMTG.RAIL A,C,E,I —1 1 1 _1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REOUIRI" 1 21 21 22292222222222322222 22222222222222222232222 3.pdSTAl1PERTHEADJACENTTABLEANCHOt B,D,F,G, 1 1 1 _1_ _1_ 1 1 1 1 1 1 1 1 1 9 _1 1 1 1 1 1 1 _1 1 QUANTITIES USING THE DIMENSIONAL CRITERIHOF KJ t 21 222231 222234223332283342233342233342233443343 NOTE 2. 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,C,E,I4.DESIGN PRESSURE UMITATiO18: 9 2112-272 231 2222322233322332 22222222222222222232223 SUE BLOCKS OF THE ADJACENT TAME WITH A PSF 149 999 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM DESIGN WITH THE QUANTITY B,D,F,G, 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN LSD,DUE TO ANCHOR 32.000 KJ 2222[22 2322232323233423333 52334343334343334463344 SPACING LIMITATIONS. OTHERWISE,THE MAXIMUM 1 _t1 _1_ 1 _ 1 1DESIGN PARE FOR THE RESPECTIVE 8¢E APDGLASS TYPE IS AVAILABLE AC,E,1222223222323232334233323222323222228223223223•• 403 119 • • B,D,F2 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 37.000 H,J 2 2 2 2 2 3 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 6 2 3 3 4 3 b 3 3 4 4 4 6 3 3 4 4 4 b 3 4 4 4 • • 2 1 2 1 2 2 1 2 2 2 2 2 1 2 2 1 1 1 1 1 1 1 1 AC,E,I 2 2 2 2 :2 3 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 2 3 2 3 2 3 2 3 2 2 2 3 2 3 2 2 3 3 3 4 2 2 3 3 • PSF 98 120 498••••• B,D,FG, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 ' 2 2 2 2 2 2 2 H,J 2 2 2 2 3 3 2 3 3 3 3 4 2 3 3 4 3 fi 3 3 3 4 3 5 3 3 4 5 3 b 3 3 4 5 4 b 3 3 4 b 4 8 3 4 4 6 • • • • •••• 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •••••• A,C,E,I • • • ••••• 2222225323333423343423342423S32S2223232233342233 •••••• •• •• ••••• PSF 87 99 109 118 TABLE KEY: • s • •• •• B,D,F,G, 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 2 3 2 2 3 2 2 (DP LIPATED) •••••• •••• •5a.� 1,F- 2 2 2 2 2 2 S 3 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 4 8 3 4 4 5 3 5 3 3 4 5 4 64 8 4 4 5 5A, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX 112 �WePIaWa� 222222232338342334342334342333232323242333342334JAAABABOVE 2S PS 79 119 100 113 114 119 B,D,F,G 2 2 2 2 2 2 3 2 2 3 2 3 _3 2 3 3 2 3 3 2 3 3 2 3 J�BELLOW thoa�, 48.000 HJ 2272223323333433344634454@344RAIL b48344fi48344b574458 �G A,C,E,I 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2222222323233423343423343423332423332423 33342334 OqU DP) PSF 72 118 82 90 103 108 198 119 Hip 2 ��`�gt B,D,F,G, 2 2 2 3 2 2 3 2 3 3 2 3 _3 2 3 3 2 3 3 2 3 3 2 3 JAMB�� 2 3 •�``��.vgENSF '' •�r'•� 53.125 HJ 222222332333343434383445463445483445483458b7465@ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 � W =* r A,C,E, MM RAIL 1222222232323242334342334342333342333342334362334 MTG.RAIZ. ' O 0. Did 'Z 14WAI a +oroTa�oloor SPACN��1/1 MOWS 0J 7Uf6 FJC 0 NODYAM1 iP88avw ntmroaa�.w.aar�e '°° �''�icsSfONA�-�a��• FJc a socarrar WVPU =S=AM7aa=nraML ALUM.SINOLEHUNG MNL O NON-IMPACT FIC AM Jl am= T�> s!rsoc NTS !0 d 14 '4=M Q A LYNN'IGl!lue O FL P.E.088706 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: W WDOW HEK3HT 1.ANCHOR Ti 1-IW ELCO TAPC O NS 2-IW ELCO SS4 CRETE-REX SUBSTRATE: 29.655 37.165 1 Q44.665 52.155 59.855 87.155 74.855 78.000 3-Al2 SCREWS ANCHOR TYPE. GNUPU oNZ�Z �NZ�ZM� zr ZMa Z pZa,°p pZ� Zp,L] p VU r� U U ANCHOR LOCATIONS ARE BASED ON THE WINDOWIDTH TYPE U U U� U o`� NU U`�yNU�°U� Nc� U`� "3'��a "8�3 21F FOLLOWING -18 GDIMEli MAX FROM> OP CORNERS PSF 113 118 JAMBS-171f2°MAX FROM TOP COIF S.D.F, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15 MAX'FROM BOTTOM CORNERS 8'MAX BELOW MTG.RAIL 19.125 H,J 111 1 91 22222222.222232223293223283223283.8288.533232 BILL-ANC2i�NOT REQUIRED A,C,E, 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1• 1 1 1 1 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR GJ 1 1 TF 11 222222222222322232222232222222222222222222 OUANTITIESUSING THE DIMENSIONAL CRITERIA OF PSF 90 118. 103 118 N01E 2. B.D,F. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 DESIGN PRESSURE LIMITATIONS. 24.000 HJ 11111 9 222222332232332233433243333243333243333233 SUEBLOC=�THE ADJACENfTABLEWRHA A,C,E, 9 9 9 9 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALIC UED VALUE ABOVE THEM,INDICATE A Gil 1 91 9 11 222222332232332233222232222222222222222222 MAXIMUM DESIGN PRESSUREWITHTHEGurwnTl' PS 88 111 77 111 118 OF ANCHORS SHOWN IN SOLD,DUE TO ANCHOR SPACING LIMITATIONS.CTHERWISE,THE MAXIMUM S,D,F. 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 1 1 DESIGN PRESSURE FOR THE RESPECTII/E S1�AND • •• 32.000 H,J 111111222222332333433343443354443243443243443243 G.ASSTYPE ISAVAILABLE. • • • A.C.E. 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 1 1 1 1 1 1 1 1 1 i••••i ••• • ••• G,i III 1 1 1 1 2 2 2 2 2 2 3 3 2 3 3 3 4 3 3 3 4 3 3 3 3=2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • • • • • PS 59 96 87 90 108 118 •••••• • • • B,AF, 2 1 2 2 2 2 2 2 2 2 .2 2 3 2 2 2 1 2 2 1 2. 2 1 2 •• • •�7►I H,J11ill Ill 222222332333443344454354443353444354443354 • A,C,E, 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 1 1 1 1 1 1 1 1 1 ••••• • ••• 911911222222332333443344333343822232222232222232 • • PS 54 89 82 89 101 113 119 ••••• • •••• B D.F. 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 2 2 2 2 2 2 2 2 2 • • •••••• • �• KJ 1111112222223333334433446543544433545543b4fi44364 ..... A.C.E. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 •••••• •• •• • G.l 1 1 1 9 1 1R74110 2 2 3=3 3 3 3 3 4 4 3 3 4 3 4 3 3 3 4 3 3 3 2 2 3 2 3 3 2 2 3 2 3 S 212131 2 TABLE KEY: • • • • PSF 49 81 W 92 102 117.118 (DP LNfQrED) •�•••• ••••• ••••• S.D.F, 2 2 2 2 3 2 3 3 3 3 2 3 3 2 2 3 2 2 2 2 2 MAX.PSF 117 PROIri1CCRBVL�D • • 44.0(10 H.J 9 1 -11-1 1H 2 2 3 3 3 3 3 3 4 4 3 3 4 4 5 5 4 3 5 fi 4F5 4 3 b 4 8 5 4 3 fi 4 b b 4 3 6 4 asaNbmoFtodde •••• A,C,E, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3 s G,I JAMB ABOVE 3 3 911 911223333 333433334433433322333332333332 3: M1rG.RAO. b P 45 74 81 84 94 107 109 114 ,1gIVG BELOW B.o,F, 2 2 2 3 2 3 3 2 3 3 2 3 4 2 3 3 2 3 3 2 3 3 2 ��RAIL B' o 48•= _KJ 111111iii 222223333334444448544 § 65543545fi43658b43fi4 A.C.E. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 G•I 111 9 11 222222333333343333343343332233333233333233 (FLi PSF 41 87 48 67 110 76 85 119 97 88 112 HEAD 2 .��p41..� B•D.F, 3 2 2 3 2 3 4 2 3 4 3 3 4 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 3 2 ............. [573.125 H,J 1111 7 1 22222233333344444455445555435455438b58438fi MTC� RAA °* k: No.58705 A C,E, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAAI03 BELOW _ G,I 11111 9 222222333233343333342333332233332233333233 WG,RAIL Cploltl : JJ ftt9/!1 0 NOpNANOFImam�CT �0 STATE 7BpUmLOOYOI•i� /41�i ��/4�ilN�7i!�/4N��VlEw ��''•..Ff.OINOP•:' �� FJc pnaym a NrOf7} 8F1 F+s�ra P '�sslONA4�t •� FFG 1 7I 8 BOLO$NTALAr,N7 omEr AN0ANaD NNDTE4 P0.�C1SNi ALUM.SINGLEHLINGWlNDOW NOWiMPACT rrr wirowA LY"UA P,E. F1G Ji R salla i N3etax NTS 91 s 14 "4032.0 D FL P.EJ1 WM • t- mHnnnnHnnnnnHnm�H'nnHnnnnnn �tiiJ_�iLI-'�``'��,��''lliJ------ .- 17 t, :. • 1 17 - •. i nHHHnnHnnnnnnnnnnnHnnfflHnn mintilmunnif r m•.1 nUnHHHHHHHHHHHHHHHHHHHH"m"UHHHHHHH ! c real a• h la.• r i. • �h •:-ti ifft]E' AFL`�7�E::ii�CL�7`C�'��H _��rC'� :,h •,- :".h t r ANCHOR QUANTITIES BELOW MEETING RAIL(JAMBS,CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLE s. ANCHORAGE NOTES: SASH HBGHT 1.ANCHOR TYPES. 1-IW ELOO TAPCONS SUBSTRATE 12.778 15.778 18.778 21.75g76 24.7ug78 27.778 3Q778 31.108 2:IW ELOO SS4 C RETE•FLEX WS W9)OW MA1C N N � N � N qTS !t q � 3^#1RE BASED 2255 ZZ55 iiSS �tSS i5 3 ttSS ttSS CS 2 ANCHOR LOCATIONS ARE BASED Q(d TF63 WIDTH PSF FOLLOWING DIMEN13IOAS FOR BELOW THE 420 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 MEETING RAIL -110 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 JAMBS-8"MAX.BELOW MTG.RAIL 10.128 -95 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2• 2 SILL 1� FROM RS SO 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 CHM NOT REQUIRED -ffi 1 1 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3.INSTALL PERTHEADJACENT TABLE ANCHOR -w 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 QUANTITIES FOR BELOW THE MEETING RAIL -120 2 2 2 MA 2 2 3 2 2 3 2 3 3 2 3 4 2 3 4 3 4 4 3 4 USING THE DIMENSIONAL CRITERIA OF NOTE 2. -110 2 1 2 2 2 2 3 2 2 3 2 2 3 2 3 4 2 3 4 2 3 4 2 3 USE WITH THE TABLE ON THE PRECEDING PAGE 24.= -85 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 TO COMPLETE THE ANCHORAGE RECAAREMENTS -80 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 FOR CUSTOM VIEW WINDOWS• •86 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •60 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 WIT8 WASH SIZE BLOCKS OF THE ADJACENT TABLE -120 NA 2 2 AIA 2 MA 3 3 3 3 3 3 4 3 4 8 3 4 6 3 4 5 3 4 RES ECTIVE BOLDANCHOR ITALICIZED"NA B THEM.MEANS -110 2 2 2 NA 2 MA 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 4 3 4 AIAI SUBSTRATE cX1MBNATN�I�NOT AVAILABLE FtMt THE 32= -85 2 2 2 NA 2 2 3 2 3 3 2 3 3 2 3 4 2 9 4 3 4 4 3 4 RESPECTIVE MAX PSF. -80 2 1 2 2 2 2 3 2 2 3 2 3 3 . 2 3 3 2 3 4 2 3 4 2 3 • •• •65 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 • • i•i •• -I0 1 1 1 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •••••• • • -120 MA 2 NA MA 2 MA MA 3 3 4 3 4 S 3 4 5 3 b 5 4 6 6 4 5 • • • • -110 MA 2 2 MA 2 AIA 3 3 3 4 3 3 4 3 4 8 3 4 8 3 6 6 3 5 •�•••• • • -! 2 2 2 MA 2 3 2 3 3 3 3 4 3 3 4 3 4 8 3 4 5 3 4 PAC• • •••• -80 2 7 2 NA 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 • 86 2 1 2 2 1 2 2 2 2 3 2 3 3 2 9 3 2 3 3 2 3 3 2 3 •••••• •• • •• -� 1 1 1 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ••••• i •••• •••• 420 AU1 2 MA AIA 2 MA MA 3 NA 4 3 4 6 3 4 5 3 8 6 4 6 6 4 8 Soo• • -110 MA 2 MA MA 2 MA MA 3 3 4 3 4• 5 3 4 8 3 6 8 3 6 b 4 6 ••••• •••••� -0 MA 2 2 MA 2 MA 3 2 3 4 3 3 4 3 3 4 3 4 8 3 4 5 3 5 • • • • ••• -80 2 2 2 MA 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 •••••• -88 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 3 3 3 3 3 • • • i••• -W 2 1 1 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 •••••• •• •• •••• -120 NA 2 NA MA NA NA NA 3 MA MA 3 4 6 3 6 8 4 8 8 4 6 8 4 8 •• i • •• •• -110 MA 2 MA MA 2 MA MA 3 MA 4 3 4 5 3 4 6 3 8 8 4 5 8 4 6 • • -0 MA 2 2 'NA 2 MA MA 3 3 4 3 4 4 3 4 6 3 4 b 3 6 5 3 6 tmOUOC1 RgySggp •••••• •••• 44.00tt • • -� 2 2 2 AIA 2 !AA S 2 3 3 3 9 4 3 3 4 3 4 8 3 4 8 3 4 •••• -88 2 1 2 2 2 2 3 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 -SO '2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 r )(p -120 NA 2 AIA AIA AIA NA NA 3 NA NA 4 4 MA 4 8 8 4 8 7 4 8 7 6 8 By -110 NA 2 MA MA MA MA MA 3 MA MA 3 4 6 4 8 8 4 6 8 4 8 6 4 8 4&000 -15 Ml 2 AAA MA 2 MA MA 3 NA 4 3 4 4 3 4 5 3 6 8 3 6 8 4 6 -80 2 2 2 NA 2 MA MA 2 3 4 3 3 4 3 4 4 3 4 6 3 4 8 3 4 •85 2 1 2 MA 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 9 4 3 3 I IIII -5D 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 3 3 3 3 3 DO -120 MA 2 MA MA MA AIA MA MA MA MA 4 MA MA 4 8 NA 4 8 7 5 7 7 5 7 TABLE� 1 -110 MA 2 MA M A MA MA MA 3 MA NA 4 NA MA 4 8 A►A 4 8 7 4 8 T 4 8 `` N3F'••, 53.128 -86 NA 2 AIA MA 2 NA MA 3 M4 AIA 3 4 5 4 4 8 4 5 8 4 6 6 4 8 JAMB r k -80 MA 2 2 MA 2 MA AIA 3 3 4 3 4 4 3 4 6 3 4 8 3 6 5 3 6 MTG,RAIL 1c Na m 436 2 2 2 MA 2 2 3 2 3 4 2 3 4 3 3 4 3 4 4 3 4 4 9 4 40 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 S 2 3 3 3 3 4 3 3 a t1 q�' 'FL OF .K Jr I&MI a NO CHANGE Tw 1owlt rcaave A (3E CWTOMWEWBELOWAffa .,O '••. Fuf01Dt �� lawsmFJ6 Mf8107 a .NOl61A THIN °ET ' R 78 ALM SINQLEHUNO WINDOW NONIMPACT ��' `S,`SIONA� `�• FJG B B�a81TA[R T9w4"f BMBBA1�J lAD7E8 eWMNMMso V�evR3W4 i B ALYNM��utrc,PE FA T�5 C C r &%= NM 13 a 14 40M-M D FL P.E#68706 r4 EXTERIOR INTERIOR NOTES: ALL HEAD AND SILL DETAILS) 1 APPROVED 1IELCO APPLICATIONS OR 1/4 SS4 CRETE-FLEX.MINIMUM DISTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314'. 3.35 KBI MIN.CONCRETE (SEE NOTE 1) 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI4=E COUNTY.USE#12 STEEL SCREWS(GS)OR (SEE NOTE 3) (SEE NOTE 2) 1k1•SS4 CRETE-FLEX. 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE !: TOTAL THICKNESS IS LESS THAN 1 UT.1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE • 13N'MIN,1/C TAPGON INSTALLED DIRECTLY TO SCID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 112" ;�.;.».. ;.'.•., .t :1.314•MIN.,IM CRETE-FLEX THICK OR GREATER.OWALLA71ON TO THE SUBSTRATE OF WOW SUCKS TO BE OPTIONAL 1x 13t8° ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. WOOD BUCK MIN. 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF (SEE NOTE 3) 6083-TS AND A MINIMUM OF W THICG THE ALUMINUM STRUCTURAL MEMBER SHALL BE 114• U4° OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX MAX SHOWN IN THESE DETAILS FOR 2K WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL SIT INTO THE ALUMINUM.IF THESE CRRMAARE SHIM SHIM DETAIL A DETAIL B MET,THE RESPECTIVE OEM PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. TYPICAL FLANGED HEAD ANCHORAGE S.ANCHORS ARE NOT REMM;WD AT THE SILL OF FLANKED UNITS. 8.FLAT HEAD ANCHORS,WHERE REQtMED,MUST HAVE#12 TRIMFIT HEAD. 1 1/4°F 1308" 7.MATERL41A INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT C�INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Rr dQNTS OF FBC, U4•MAX.SHIM 1 - . 1W MAX.SHIM CURRENT EDITION,SECTION 2Ct�A4�T 2004 • • i•i •• •• �: CONCRETE ANCHOR, WOOD ANCHOR, •••••• • • ► FH BELOW MEETING PH BELOW MEETING • • • • • RAIL,(SEE NOTE 2) RAIL(SEE NOTE 2) • • • ° 3.38 KSI MIN.CONCRETE INTERIOR •• • ••••• .*y "`—OR 1.6 KSI MIN.CMU (ALL JAMB DETAILS) •••••• •• •• •• _,� EXTERIOR • • • ••••• • ••• ••••• • • 1x BICC OPTICNVN.WITH SOLID CONCRETE ••••• •••• SUBSTRATE(SE NOTE 3) Soo**: • DETAIL C DETAIL D ••••; . ..... TYPICAL FLANGED JAMB ANCHORAGE • • • • MAX {.- 1!4' •• • • •••• SHIN I — WOOD FRAME MAX •••••• •••• • • SHIM • • •••• WOOD FRAME ~_ .131"DIA.MINpbxw No S x2 llr 2112°NAIL, IT .131•DA.MIN. AT CORNERS By x 212"NAL, AHD IV O.C. FRAME ;w AT CORNED AND 8"O.C. .131'DA.MIN. 11 t 1V4• x2 V2NAIL,OORNERS [;. Wool) `�� SHIM AND W O.Q DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL)) woo TYPICAL INTEGRAL FIN ANCHORAGE -c� QI.• t•%t ��; Jr 1ac7n1 a NOnasr#NMAWrtx:Jva ANCHORAOEDETAILSmom , .,s1AA �O` FJcow c nroKara 7t srEffr fWHMMFL3="wep 3v ALLIM.NAME HUNG MLD0%,NONIMPACT CT �.�`. FJG ItRfro7 8 Y CXOJ>u Alm7.. noeqa teas a�,..eae aooa. m.ar•• a.. A LYNN t t IZ,,P.E. ftwasFJ4 7/4� J.dlY2f108 trotaor Fl:t4 1RaLHyBauer &tM0 MTS 14 s 14 4032`20 D FL P.E.#68706 MAR IV 2018 MIAMI•m MIAMI-DAOFCOUNTY ==PE1LODUCTCONTROL SECTION DEPARTMENT OF PERMITTING,E , 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION %90T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OAAft Aft .vww mlamIdade.geyMIrar PGT Industries 1070 Technology Drive, tup North Venice,Fl.34275 ►SCOPL: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction, PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series sTGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No.6300JR,titled"Impact-Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22,prepared by manufacturer,dated 08/29/11,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. AUSSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, mode/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this MOA 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 in1poctim at the 4o6 site-at the request of the Building Official. This NOA revises NfiOA 010-0819.05 91%d cog4!sV-Qf�p*p�;end evidence page E-1,as well as approval document mentioned above. ..' ..: '.: '.' : i •.' The submitted documentation was reviewed by Manuel Perez,P.E. ' NOA No.I I-0922.01 NEM run ' :•• :.. '.' Expiration Date: May 26,2016 Approval Date: December 08,2011 ... . . . ... Page 1 . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.6300JR,titled"Impact-Resistant Aluminum Tube Mullions",sheets 1 through 22 of 22,prepared by manufacturer,dated 08/29/11,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6443 (samples A-1 thru E-1),dated 02/28-11,and addendum letter dated 05105/11,all signed and sealed'by Marlin D.Brinson,P.E. (SubmMied under previous NOA #10-0819 DS) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by manufacturer,dated 09/20/11,signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial interest,dated June 06,2011, signed and sealed by Anthony Lynn Miller,P.E. 2. Proposal#10-1070-R issued by BNC to PGT Industries,dated 01/07/11,signed by Ishaq I. Chanda,Product Control Examiner. G. OTHER 1. Notice of Acceptance to. fd;0$j jd$,�sju d to PGT Industries,for their PGT Series Aluminum Clipped Mullion*-**I;N.19*,Ap f Nved on 05/26/11 and ' 'nS on 05/26116. 4 .,. ue Perez,P.E. • Product nt l Examiner . . NOA No.11-0922.01 Expiration Date: May 26,2016 Approval Date: December 08,2011 . . . . . . . . . . • •• s• • • • V •• SUITABLE FOR ALL LOCATIONS REQUIRING NON-IMPACT OR LARGE AND SMALL SAL NOTES: � + MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN AMMON TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION E UNIQUE AND$BOND BE tielvERpl NOT98— EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED. 1 MULTIPLEWVrH PCRV8R1X:ALMt21 TOFIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESKG�ED BY OTHERS.BE MMA,ro 2X WOOD 2 n MULLTOIX&MASONRY 2 Bp MULLIONS / SEE MTAU MOUBOMM 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL.TO THE STRUC1URAL PERFORMANCE OF THE MUUIED UNITS MULLIONS OWALLATION N07M.........._.._2 HAVE BEEN TESTED AS'FREE-FLOATW AND 00 NOT NEED TO BE DIRECTLYATTACHED TO THE MULUQiN CLIPS,BUT SHALL MULLTO MASONRY 3 NOT HAVE A OAP OF MORE THAN 114 FROM THE CLAP. MULL TO STEEL STUD.._._..8 $ MULLTO�.._. 8 __ i l J`��\ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W9mLOADS CORRESPONDING TO THE ANCHO ATATERZIP&...-_-....-..4 z P DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LMSO.THE 113 STRESS INCREASE WAS NOT USED SAYMULLONSTALLATIM--_._.4 O IN THIS ANCHOR EVALUATION.THE 1.8 LOA)DURATION FACTOR WAS USED FOR THE EVALUATION OF WOW SCREWS. t X 2 X.t28 MULLSPEfB..«.. 5 // \\ IXgxxsmLILL 6 \ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND M BEYOND THE SCOPE OFTHESE t xz76x=MLU.SP=-....7 III 1 WSTRUCrUIXNB. 1X2.75 AOMLILLSPECB.......8 Z ATHWQ; / _ / 1 11 / \BEE OETARLS 1 X&128 X ADO KILLSPEC6._.9 O 1 1 1X4X.126MLptBPE ....10 ATHRIM S)�THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETEM04E PRESSURES AND 1 X4 X.S G KILL SP �I � Q Iii I � OI�iL.Y TWO AD.WC ENT HORAGE FOR THEUNITS T A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. LOWEST DESIGN 2 MMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 21.FOR MULTIPLE UNM CONSIDER Xix 25 MLI L x AMS MULL Meas 5 KILL. How PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2X8X.28MLLL8PEC8____ i4 FOR 1.28 X ZN X AM MULL SPELL...18 LENGTH t MIZINTAL 8)WHEN FINDING YOUR S�N THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLEM8 80'X828 BAY KILL SPEC&«....18 48 X&28BAYMLALWECS.--._1T BEE DETAO.E, P •• • VWT3 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUC IM BYOTtER%MUSTMULLM �&�wlea :0004 s e• / SS URE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTANCHORS SHALL SS COATED OR BION RESISTANT LOADING EXAMPLES---,.,,--.,-.22 4 •••• • • • • AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL SS PROTECTEDAS REQUIRED TO PREVENT • • • • • REACTIONS. N •••••• PRODUM MAY W •.s• • • • e • • aT OPAM T1PE S)REFERENCE:TEST REPORTS:M41443:ELCO ULTRACCXWAOORE-GATORdNA'&,ANSHAFBPA NOS FOR CONSTRUCTION; N • • !•••• ° w AD"A IRAN IM DESIGN MANUAL • •• • / I I � � %MULUO NS*MCI"HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE ANTS OF THE FLORIDA KMDING ' Q OXO,AND�A�PROVB)FOR IMPACT AND NONaMP/OT APi�.ICATIOVB.aLHLLLONs ARE ONLY TO BE u�WITH n, •••.•• *00 •784 9AO.S PGT-APPROVED FENESTRATION PRODUCTS HAVING CU TA IAlA1 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE FAIFQ 'O :0600: INSTRUCTIONS-. :0000: •• •• ••i••• 1)DETERMINE THE DESIGN PRESSURE FOR THE OPENING USING THE ASCE-7 STAMDAtD. •• • • •• • •• 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENEETRATON PRODUCTS FRAME DEPTH. •••••• *000 • • 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS*RECTANGULAR!OR ADW. ADDITIONAL DLAMFlI.G40FdU CONFIGURATIONS 4)FIND THE CFI08GN MXJLLION'S MULLION CAPACITY O.SSM FROM TABLES 1A THROUGH 18A,ON SHEET'S 8 THROUGH 17 PRODUCt'RBV788D z MULL LmNOTH RESPECTIVELY,DING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION E SPANNING ffi wmp wig ompla . y LENGTHE f. STH—"� VERTICALLY OR HORIZONTALLY!.THE LUN PA TTY LBBIF OBTAINED SHALL MEET OR EXCEED THE TENOR PRESSURE I REQUIRHLIENT OLBSIFM FOR THE OPENING OBTAINED N P 1) ?b � HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEM CLL MN ANCHOR CAPACITY REQUIRED 0ffiL THIS By !1� V REPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.F1 tt T jifKILL� 8)FROM THE ANCHOR CAPACITY(LBSI TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CXNOITON(MULTIPLE 4YWNId4Ri ANCHOR�RBSTRATESNILWR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. •. '• I� s • SINGLE MULLION SINGLE MULLION �+FCRV M 7)IF THE MULLION CAPACITY SABSfFw'1 OBTAINED IN THE TABLE tS HIGHER THAN THE DESIGN PRESSURE =.11c; 140.587 -4PDOPEmawmnL RvBtTl(LpL ROA.L FOR THE OPENING,YOU MAY USS THE ANCHOR CAPACITY ADJUSTMENT PORMULA TO OBTAIN THE LOWER ANCHOR CAPACITY = •• REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE "1 SEE OMMESPOl )MGI)ETA08 MULTIPLE MULIfONB �.O t CLUB FILM FIGURE 1 a 8)VERIFY THE DESIGN PRESSURE RATING(LSWM FOR THE FE NESTRATION PRODUCT TO BE UB® j1 AND COMPARE WITH THE FINAL . Q g(ATC " r�. MUWON CAPACITY 0 BSIFT°L OBTAINED FOR THE MULLION SYSTEAL THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ABLY. 8)HIGHLIGHT OP71ON USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN LASING THIS NOA TO APPLY FOR A PERMIT. A� �W P6.: FL P.E.#88708 DETAIL A. MULLION TO 2X WOOD BUCK MULLION A D TO 1X TYK AVOKOR OR WOOD FRAMING WOOD BUCK AND MASONRY AND PERSUBSTRATE, 1, d (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) By sMsEETAMEststoa I I SEE NT)781, • I I I SEE BlIEETB •°.. e.e � � ° II e ® m e Iq II -:'No d }.;••ia.�,r1;•�.�•^:"''•• ?:• EDGE SNARD LOCAT OFFSETIAU rOWA M$ SE --- E• EDGE DSANCE 1&103CLIAY� ��ryyy 4 e. I I FORWOOD b.no METHODI I. •° a ANCHORS Ul Q a �aiMtwa� a°a q° I I I , SIDE VIEW ° d• °. . ° ° e', SITID?TtTHE O °' e• .6 ° STANDARD . o d• ro� L..r 7 4 e EXTERIOR WU LLL EDGE • •• ee . .e .°.. . ° S ..4. r• • • FOR 600* MASONRY •0000• • • • ,° AIS ° 0 • • • •� p ••• •• EXTERIOR '4 0•0.00 • • • • ° ,° • • •00.00 • 0 d 00000• :•• 000••• d 0000• • • 0000•• • ANCHOR 0000• 0000 TYP.ANCHOR ��PrPrB�Ptt. 7E, r�� YX 00000: TA81 RATE, TASLE819A0• 88ETA&,E81B•10S • • 0 • 0• • SEE TASLE8111•iDB 0000•• GDOZOND D0TAIICE • SEETAKES AND WENT BWXBTW 111•109 : :.•.. ..:::1:.,: ATTACHMENT 0000•• • M® �_z,« •"iii«•.;;•" :•; ,j BY •• '•�•0'•` :.��.- ATTACHMENT .0 .., •� •':e* .:.: '•:•.�! Le;'•{i'` 8w NONE,1,1 • °r•'' ..L _'"�i` BY07HER8, ••".,. `•.•' .� amml. •; •i .•:.1/'' +. ••`•' SES NOTE I, •zn:!'`z:!..•:. :t:"' :• �'.z.'.1`. '!�' 4.. &RET1o-•r•:.' •00.0• i'.k0• :..�': ••�" . '.•.'�.. .: •,,,. � .�•••,I.a'�•-� ' `•tr"• ,a •'••.•,.�.�.;�, -•MM 77NSICONCRETE OR CMU SIDE VIEW FRONT VIEW >? tbdealthgmplotl� FRONT VIEW Awl y prsTALLATION NOTES: �W >xo�a T)ANCHOR EMBEDMENT To BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR 8TtICc,'o. 1T1 I N I r r 1, 2)QUAWTRYOF ANCHORS AND MUUJON SITE SHOWN ABOVE ARE FOR P=OMAL REPRESENfATVN ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR To ANCHOR DISTANCE,THE ,��,�j.:' •' ,iii CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED S)ANCHOR HEAD TYRE MAY BE PANHEAO.NOMAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTONAL.SEE DETAIL G SKEET aOF O FOR MASONRY APPLICATIONS IN MW V-RADE COUNTY.USE ONLY MIAMWMDE COUNTY APPROVED ELCO ULTRACON OR ELCO II,r S.B.AGGFtEOATORR MAsoNRYANCHOR L '��'iCssl...... L��`• A P.E. FL P.E.#SBM DET E: MULLION TO MULLION C +� MULLION DIRECTLY TO � .tRSMee INTERSECTION ¢'� F� MASONRY STRUCTURE ° (U-CLIP) 1)MAY BE INSTALLED IN^TEE"OR KSS" 11:411od(STANDARD CLIP SHOWN) 21yA� WTERSECTOONs.2)MAY IBE INSTALLED HORIZONTALLY d ®THERTHB I WMANCHOR (SH O WHq OR VERTICALLY. STANDARDITTM aeeTpe Rt 8)SEH:U-CLIP DRAWINGS.SHEETS 18.2 8 MWMAYIN i' BDBEDgTANCE TOP VIEW FOR CORRESPONDINGMULLIO1L INSTALLED BY I TtRe I II f ° . IANCIMSvAR�-f---I f I f °I° °. , 01RSTMSCFN V% SBLFOREUNGORFRIMM ,g �MULUGNANDUSEffiMS tuon m EXTERIDIZ 4e.. ` ` ` MUMO 4 e � � E'008DMTANCE ° ``�� FORMASCNRY - •v J - • ANMKM o LLL u4np \y\ • •• tYF.aNCFiDtt .a EXTERIOR SUBSTRATE ..'s • •• • AND �TABLB91&M FRON•1•V� 1401MLOCATIONS OTF@f09, D TABLCB , • .m. ~ �'.: '., ��•�'•'}'' SBE PiOTB i. °� ..r:• 8F8TABI.� ••• Yi''%:•:..,' .''f••;•� BtosT1. '.' BDOE Q Z • 00:90• � 0RCV•i•• MD107'. ONCRBTEORCA8/ rAeLBs SIDE VIEW eee*O••••• IN m VIEiM 000 SIDE VIEW DETAIL D: • • • •••• MULLION ATTACHED TO 40999: STEEL STUD • • • •• ••• (STANDARD CUP SHOWN) •• TION NM-*• •••••• STRUCTURE .l'ANCHOR EMANDA0 BABE MjMW&%VALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR A BUBBTRATE •••••• •••• • • 8�TABLE81&1� 2)QUANTITY OFANCHORSWND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATII a �.. &mETB ® PRO WCCRSV/BHD ONLY.BECAUSE T!LL•/A*=CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �. 18Ro RIS 0 TdmeaPlmt� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE .�� f OLLOWINOwe O SHEETS.FOR DETARS A-D,EITHER THE STANDARD OR KTER�i CLIP MAY BE USED. wDAna B 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. 'x� M BY 4)WOOD BUCKS ARE OPTIONAL,SEE DETAR.C.SHEAT 8)FOR MASONRY APPLICATIONS IN MIAMI•DHOE COUNTY,USE ONLY NAM"=COUNTY APPROVED � � ELCO ULTRACON OR ELCO 114'S.S.AG RiEQATOR MASONRYANCHORS. DOTARE � FCRBrmuTUDE,THROMTHAN T FRONTVIEW 180AAND00wuANTWITHTHEFL9m=4 1&108 :' •� •':* AM OMBACKERMUSTU$B0. ATTAGM&ITEYOTHISMNO.88708 EXTERIOR USSINCODANDIfORSPMB _ 887E VIEW .p .. , TES: ,O Q+irk 11 UJZ 1)FOR 2X WOOD-BA0=STEEL STH WOOD A� c ANCHOR VALUES MAY BE USED %OAF•.,!tOInQI �(ry�� 2)SEE CORRESPONDING MULLION TAKES, ,ris'1U0JN�A�4�'0 SHEETS 5.17.FOR QUANTIrYOFSdiEWS. A LYNN Ener rn,P.E. FL P.E,#M'M DETAIL P DETAIL M' DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLU' BAY MULLION(INSTALLATION a�Q (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SM DETAILS A$ gat SH STS2AND3FORDISTALLATCH 2rOR4r SPEW SISITRATEL BAY MALL ifI O O O OO O O O O a TOP VIEW SIDE VIEW i 1 I m CJ 8r10LYNa2TH1•Xrx.lW 1 TOP VIEW I 1 N 1 I 3 I Z EXTERIOR I I i i SUSSTRA76. Ct1 SiTAU=1128OR IS ffi• STANMAIWMWLLIOx CLIPI TIMAN01W 1 I ` TORCC FAD ; 1 SSUBSTR�TASJ;SAM EXTERIOR ILLL 1 1 • • �` 1 I 1 I XVANWOIP. • • 000 •• � • I I j I 1 I 2PELMAtIONEMM STSE ••• •• M,32,LaYv 1 I aMTAFIM04MCPSAYMaL. F•. • • t • 1 1 11 1 N • I II 1 • 0 • • • I 1 I rxrx.iw •• •� ••••• 11 I 2PER MULLION EJO, ••• • • •• I i iMUST BE amm0,m •••0 see* at TVWP, •••••• SESTABIRSIS- E • •••••• •• •••••• STANIAMO TOSS EXTERIOR ORMASfNRY Eff�R •• •• MOMPIEOPFPIELO.edtlatFOOR -41r !P %0r� PRODitCrR8V18o WMWOOD.STEE. °0�ALUM,CMUOftMASONRY EDW Fsabr BY PEt EDO —®———� aNOMPBRANOHOR �S FOR INSTALLATION OPTION O&H: � �' •• a O ,`2DSF 1)USE 2 ANGLE CLIPS PER MULLION EMD.CLIPS MUST BE MSERI'ED INSIDE OF MULLKK !c NOTES FOR INSTALLATIONOPTXMdB F: ::,k:•• No,56706 : 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.W X 2.1 V X.12r MULLION. 2 •SEE TABLES 18-11B FOR ANCHOR OUANTfRES AND SHEETS 1820 FOR HOLELOCATKWS ` ! 2)SEE TABLES 1B•100 FOR ANCHOR QUANTITIES AND SHEETS 1820 FOR HOLE LOCATIONS. ` 9)DETAIL H SEE TABLES 128 OR 198 FOR ANCHOR QUANTITIES AND SHEETS 18 20 FOR I( 4` 3)THE 2X6 CUP IS NOT SURABLE FOR THIS APPUCATIOI. HOLE LOCATIONS. �i��0 Ff ORVDA ��?.• '', SIONNL A.LYIluttc P E FL.P.E•S 68706 TABLE 1A � M1tIl0t1 Capsift Taw OpeningWtd91(tw mudeu m)eu0(retl[n8H019114t(efowr raft ) 14L 80m w0 70In 8061 , most Loom 120In tam Isola r•Fm.na > Ta+e ream 1tAllreala r+ R > mna r�rn� 1 x2x.128 tos•1• taffiS toedtAl tooft Leaft Im010 t0emnp L-ft t.aamg tos6ll® lOm6q to11(6• tmWp LmRro a( I fill 11 1 11 11 h I h 1 11 ig w F 0 42 to 1119 405 129.6 882 e81 008 118.8 828 79.8 40 107.6 821 800 408 1064 819 821 409 9040 818 65.9 408 100.0 818 48,8 409 1.10 318 90.8 409 106.0 919 1165. 409 tOLO 819 � 4910 74.8 $12 808 � m.4 812 79.4 282 1006 $a W9 an 408 912', - '2(0 41.0 812 266 9.5 312 819 260 81.2 812 B19 244 98.8 912 8140 741 2&0 811 81.0 214 65.m81n 809 Si 709 234 832 tet 01.8 928 408 2a1 115.7 224 806 281 m t 222 968 281 S.1 220 8149 281 49.9 2" 208 231 489 2t9 228 781 49.9 219 200 231 a s 219 11461 m.8 267 87.8 49.8 207 48.0 8779 46,11 198 829 247 418 190 28.2 247 304 180 25.5 207 9L4 tm 21.8 267 98.1 I S 18.0 2B 90.1 189 18.4 207 39.1 183 8061 39.4 M 41.2 170 320 900 304 188 VA 200 815. 108 2140 •100 •93.9 100 218 200 27.1 IS 19.2 700 26.9 187 1&0 100 75.0 IN oS In 301 181 203 100 279 1111 908 162 28.7 181 298 148 2&7 181 24.9 148 104 181 228 144 1&0 181 21.7 143 '2 88 61 28.8 106 300 142 24.0 1S 20.1 198 10.8 186 29.1 190 18.0 IS 21.0 181 Z 721n 208 tae 9&8 170 188 IS we 110 168 189 17.8 113 7861 1&9 128, 7&7 1W 15.7 1n 199 107 (p LLL "in 17.6 11 7 e(Ot rr•. 3 T LE 18 4 • • • ANCHOR CAPACITY ADJtTT FOAM(A A •••••'• • • • AwQF107 Tabte(Ib9) ANCHI�i CAP.,,,,,,, R •5 7k Cxla &•c t:a0o. Fme cmu Frwme At" (�)X�MULUON -ANCHORCAP.- - P� • • •• • • 8ns`fmlWOoon 1/r BOoUtIcam �e Eke BIB•SWO Unam11 NR'Bn1A6mm IW 8rI8 EMO UC 88 Boo 0108be1 At2SW 012sw At4mr•Apa 147 A LTPPaDem9 t968W11 AepwCiebr t30sm0 Atm Saet/H(161 Sorow(ft SaSm(06I USETHISFORMULAT0�7'AINTHE'ANCHOR , N g0• • • Ed ••• 2-IM r 2-1W 344 r 9-112' r 2-Ur r 3.18' ? 0.61 0.921' CAPACITY REQUIREDOORRESPONDING TO AN < • B�emmo Tait T•alr Tarr Tarr r I-Iw 1•ve $.%W 1-ur owe i4w r tal6 ta/8' navy ACTUAL PRESSURE REtXl Nr FOR THE Q x 2 a0. m 880 me 460@0 me 1964 roe Oro IS sae 74o0m 48866 09406 1Tmme 6Mme �ENNG.WHEPITTISWWERTHANTHE 6Al8.lION d 4 1 ken o a 70000 WA Nd1 WA w5. $ tm w5. w5. t8A I" WA 116/ma m m 112009 �'ACdTY(F M THE TABLE)OFTHE SELECTED F4 ®3' a ! 216 W7p$I % 7�0e msms teeome IM069 -ma-0-9 Gena 780ms -19-ms Brame 2904me me 1170 me MULLIDI�I.ITWILLYIELDAMNI UMANCH OR 25. Oyb'M0.a0./4CHp•IntOro•AWa,�. Nyp WA N% WA NW 1415. WA WA WA WA WA WA WA WA 71909 CAPACITY WHIC HMAYBEUSB)TOQUALIFY •••ltaa•rrF4mvp6sl 1� 196 71%06 446 me mem. 1096 ta0ma lams Noma 9940• 8800- 0196 103 me dome tam, ADDITIONAL ANCHOR OPTIONS FROM THE 2Arohae® Se01. F4117 Same t1W WA !65. 07A 1800- WA WA WA 705. PBA 918me 420 me 68bOs ANCF(ORCAPACITYTABLE. NOTE:FOR WE OFFSET @IP,USE THE SMS ANOMER PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP •••••• •• •• **:Also (@(} •••• VOUREt TABLE NOTES: FRODUCTEFAM • O ••O • • • •. • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLAT ON METH0179. .j /I P149Id9 FIGURE:• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Data - �, 3)MUM AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DI IONS,SEE SHEETS 18.20. • • • • ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN zoertt l I t I l l THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20 01 K ANGLE CLIP MUST BE USED IN PABA. 4I8UBS'SATES:(XXVCRETESWLLCOTIFORMTOACI$0IBPECIFICATWNS.HOLLOWAND(•XtOUT-FILED 12V �� .j�,•..•.•.,•• �, FIGURE 4: FIGURE& FIGURE& CONCRETE BLOCK UNIT(CMU)SHALL CaVFORM TO ASTM C-90 WOOD SHALL BE PRE88URE TREATED YELLOW SOUTFHERN PINE WI TFt AN 8G OF 088 ALUMINUM SHALL.BE 808375 AND BE A MINIMUM OF.12ST141 ® LEAST STEEL STUDS TO BE A MINIMUM GRADE&9 AND.SHA L EXT N AT LEA r 3 SCREW T STEEL. S V AT 1•X?X.1�'M(A LI061 _*' H(0.58T08 • • • 111E MATERIALTHICK AND AS8 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST s SCREIIY THREAD BEYOND �°�•'a sr'�Al� ',If;91ONA� A.Ll'I �1(L`�ER,P.E. FL P.E.088708 TABLE 2A Murton CaPacAr Table avJqh OpeMngWkitb(t97v618erodr4glnA-)orOp9 HeiSb1rx "mm-) 19 19 Born 60lo TOW ab% oeb tOOb 170b u061 to ofS TCWDWm TaF7mw. wnkm amte64aar I Towalo . T"fdmp. TuoftW R TmWD% . TN#TftV. neaWgldar q lx2x x8 9 L481Bf0 tomBnp LamQop Low" L�9 ums tatl� L�gB L,� L4aan8 10,4k• Lasmo LmNne L=fto Lwft L-ftMMTp� fill, fill, 11 1 hfill, � h 11 . 1 6 Riff i it 1 1 1 11111111 if 111 1ll' 1 111111111 if 111 1 1 1 1 mL 1402 In 170.0 8!0rUS 498 161.3 092 1704476 17&7 882 tt0A NO Me an 16&8 818 100.9 an 189.3 Ott BOR art 188.8 6tt TAT sm IOU 617 NA 880 1"A Ott 8&7 M8 NS 6t7 48W 121.9 607 419 tOIA 607 1192 410 80.8 607 10&7 409 78.0 Or 1028 US 6rA 807 N.8 987 80.8 wr 80.0 896 60.7 6W 9A0 898 48.4 N7 BBA 988 98.0 N7 98.0 Na 60.E b 108.7 486 878 89,1 488 89.8 V/ 74.1 488 80.8 884 04.6 488 INA ON 67.6 486 81.8 W 51.8 468 80.0 996 432 488 80.0 388 STA 488 BU NO 9&4 488 M.0 8N 1 84 b' 88.4 40D 898 71.2 400 80.8 929 81.0 400 729 822 69A 400 87:8 918 475 40D SU 818 427 400 62.8 814 US 400 61.8 818 90.6 400 81.8 $13 2&T 400 89R 818 m BOW 84,8 970 278 61A got 57A 270 44A 824 61.2 264 US 824 4&B so 94.8 sm 48.8 987 81.1 564 42.0 2W 28.0 324 40A' 788 71.1 924 40A 1O 19.8 924 40.6 SO 89b 89.8 264 7ffi 44.8 204 462 30 38A 286 43R 241 98.8 484 98.8 S99 826 784 87.1 484 US 284 Su m 724 m 99.6 No CBs 284 au 280 1&8 164 U4 Z0Oslo 48A SO 490 3&O 7W 424 728 33A 266 87.6 721 2" _288 84.1 218 28.0 788 3L6 me 2A4 280 48.8 212 18.6 les 28.0 710 1&7 me 27.7 909 14R 286 27.7 248 7 �. 72b. US 248 V.9 108 aA 226 US 101 MY SO 2&4 186 12R 2O 4A8 1N no 20 08 IN I&C 01 leo 1&0 928 2&9 m I" 20 IBR 196 11.9 226 1&8 178 7eb 90.8 207 320 m 26.8 702 779 179 210 752 &1,11 170 1&4 252 2fA 1sT ttA 702 1&7 188 16A 707 %4 188 17.8 207 147 RBD 10.9 160 188 &6 18A 168 78b 448 182 78.8 t86 78R 1414 48.1 105 20.2 192 2LO 184 tt.9 152 1&9 188 16.9 IN 1&1 167 14,4 187 18.8 186 1tA 194 18.8 151 Mt 182 14A 180 80 072 144 160 Bob teA , 028 tA4 t44 1&1 IN ? a eab 16.2 127 g T ZA'• • • ANCHOR CAPACITY ADJUSTMENT FORMULA •••••• Andw Tabla(949) ANCHOR•GP. • 2 &6k Cam WaJ Fd46t907 Meld (DP_)X(7gAN=JWANCHORCAP.�, N • 40PATTERNANDANCHOR 9fwwftb 2k9om swmo uwamm �� 8/lr ebo{Aramt4 U4'Boo,l was 01B•Bm U4•BBafao oWSW mms91 0189t611 �( An�rCUpFatD3f7N LWraom A Mom AN:sGoW 11, (W SMW(00 Sare•Ki6} U�THISFOiMULATO�TAINTH9R'AP1Ck9N2 d •••••• F2-IW 1• 2-vr aur r 2.19• 1• yur r sw r &4r o1w 0.824' CAPACITY REQUIRED' IDM Tq AN Oa • • 61-w ,SN• 1af4' I-W r 1-174• 1-U4• 1-Iw ,-U4^ 1-Iw 1.174' r 14W ISN' mos ACTUAL PRESSURE REQUIREMENTMR THE _ eRnoWofb6 460@6 8900- iBW fb9 280se4 T4ofk. 466-w Be4 ,tWA 9261b9 OPENING.ITTYWHEN(F(FR16 OM TA�1�THTHE El CARED 4 I4fa O.C.I&mbmd 890800m >0013t PYA WA WA 930 WA POA WA � WA Bffi� 8408- 1qD 94 4 1•Ian.Q V. 7800- 8800- 1680 1e86f06 NOW 6800- WA 7800- mra mom 7984m0 88289 mom 11200- MULLION.R WILLYEW A MNBAAA APIt7tOR QR WA PSA WA WA IUM WA WA WA CUA CUA WA WA .WA 7180- CAPACITY WHICH MAY BE USED TO QUALIFY 9•••• fAml11880- "Sft 97D0- 4980- 020- 1869- 1400- mOW W00- 284 pq 892 ma N18m 9888- 71010a 2900- ADDITIONAL ANCHOR FROM THE • 02Amkms I.18•Min0. N0! MpOq WA fUA m WA 100®9 WA WA CUA WA 388fe6 420nte 6W W6 ANCHOR CAPACITYTABLE. N4:a=;&M OFFSE=GLIP,%SPATTERN AND ANCIIDR VALUES AB THE BTaNDARD t2 IP. • • • • 9.0090 0000 • • FIGURE 1: • • FIGURE2 TABLE Nt7lE8 =mpIyk8vftdwswuftcaft O • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. NO O SEE SLEETS 2.4 FOR GENERAL NSTALIATION METHODS. tow )- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS E ALLOWAHME. FI S: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1M t t 1 L 11.177 • • 1 F • • ALL MULLIDN CRY IPS MAY BE FACTOMACHINED AND CONTAIN UNUSED HOLES.HOLES MAY HE DRILLED IN 2000` THE FEW FOLLOWING DIMENSIONS SHOWN ON SFEErS 1820. ��,rON..• �i� . ANGLE CLIP MUST BE USED N PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND Q R(W-FILLED a8' FIGURE4., FIGURE 8 FIGURE a CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-M WOOD SHALT.BE PRESSURE TREATED tlt p)p,88708 YELLOW SOUTHERN PINE WITH AN SG OFMALUMINUM SHALL HEW63-TSAND BEAMINIMUM OF.1W •XrX 37�6n►W�1 = is • O . THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK(I$GAUGE}STRUCTURAL STEEL TO BE AT , �� I �� ll- I I • THE MAI AND A38 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ::,c trAlIT TERIAL OR1C��C2a� A.L111LLR P.E. FL P.E»#138708 TABLE 3A MUMN Cagaft Table Opelftwo Sl(f- flnd8o6a)orOp9n Ne bt(fot mu-) Mtn lo10 m10 2010 9004 tlo10 12010 140Ia min 1:2.76% Ta4plStmg T4eylNeng Reafm40da Taag81�. T4ap/1 ns. tt cwvadm T�� T�da•. 14t4deaW0a T WAV4 ami Tag tv .3T8AWm. Lam• tam" t 14004• twabp we®rm 64e4A• t eft LWAV ued6• i� 140404• Lars• 6044 He tl44nr8 tuft Y YYY TdTo,* 10. _ fill, 1 111g 11 gQ 0. 7�t $ 11 11 4210 ,70.o e20 ROA 486 1740 7M 170.0 479 Ina BW a" 008 IInc 994 170.0 619 170.0 ilia imol Oat wad 1810 Rao I an 1467 1801 170.0 am 147.0 1801 170* 021 111.6 1901 170.0 621 4910 170.0 700 1740 WO 170* ado ,740 Wl Inc 894 ROA 890 mo 1188 Inc Wt 161.8 1199 170.8 877 180.8 1tle 170.0 900 119.8 1120 170.0 BW 07A 4120 1N}0 800 Bal 1199 170.0 60.m10 Inc 747 170.0 m170.0 889 170.0m INA 1082 170.0-W 148.8 1202 170.0 7481=5 IM ROA 747 117.4 1082 ROA 768 WA 1084 1760 720 208 1084 Ina 748 78.4 1072 lmo 709 6464 1740 787 170,0 814 191.8 967 ROA 891 1862 807 181.7M 1249 807 1626 740 107.6W MU 714 9&8 907 141.1 710 OU SW 140.0W 841 907 140.0 708 846 820 1440 720 W lo10 141.1 786 161.6 816 ,17.8 720 1908 811 100a 786 1160 m202 788 1064 Tae 796 948 209 708 798 W/ 678 au 796 818 674 OQ{ 796 819 204 441 720 818 204 8061 141.9 888 UMWA 670 lois BBB 111.$ 667 20.0 888 869 617 764 698 90.1 680 20.7 820 WA 691 WA BW 1114 = 502 ON MS WI 466 ON 768 611 '861 BBB 76.6 641 •� 0 OB(n 108.0 920 118.4 848 88.8 W/ 88.1 611 767 920 20.0 601 962 BW 77.1 488 aU 007 71.6 4W WA OR Ws 461 "Al BW 88.4 4M 879 8W 62.7 474 88.1 820 OLT 474 Z 70.64 81.0 610 W.8 418 660 610 78.0 494 20.9 862 428 WA 6tO WA 418 464 610 482 418 408 NO BOA 408 840 810 460 402 492 010 44.4 209 %8 610 448 899 g ?010 20.4 4W las 400 VA 420 81.7 202 498 420 64.1 920 464 4W 48.$ 878 868 4W MR 979 90.7 420 418 320 269 4W 87.7 m as 488 mo 820 ma 0.W 20.7 920 s "to 842 420 W.0 201 a" 420 208 = 46A 420 488 920 441 420 M.7 ,�0 967 4W •W9 920 90., 4W 86, Wt 20.8 420 94.4 964 729 420 SL9 841 tat .m 922 9p g � LLL Win 41.8 W a s 280. 84.8 847 WA WO 20A 92I M.8 290 261 977 sea 476 264 820 76.7 271 no 847 267 0.W VA 897 41* ssa t4.8 927 19.8 0.W Q 4 220 267 26.8 787 aa0 248 2t.$ 207 79.1 2M 141 207 20A eW 17.2 287 168 220 ta4 267 48.9 242 N /r C 120 10 6Q42 747 26.7 202 27A 20.8 �1 172 220 tA0 1 161 tag 120 „• evo 049 -a 16A n S210 n.8 te4 n ler X r 6 T ANCHOR CAPACITY ADJUSTMENT FdtNWA: f • • • : Angkor Temp118) � ��® aM4c44416. F0ad128U Pr 11" (OP_)X�adutLwNCAP.,,�..�-ANCHORCAP.- • • VIV EMP 1Wsem 4 6W8 ON td•aeako gwMW 01281041 012aMrl 8 • Anm4or Vv al49lAh4om 1d•E10o tr44m44 8118`2000 t06mon yr eooe Uawwl4 Aft human AW SOMW S=W(GR SMW(t�3404x6177 A1t0Ot�4dE�rI� 16U.4044 �FORMULA TO OBTAIN 'ANCHOR • • 0144a4m 2.12' r stir 3tI9' r &tor r 2•11r r 3118' r Mr 0.6r aw Fm60dmmd l.or MW lase 144 r 1-114" 41x4• 1.1d• ldrr 1-1W Lid' r 1.98• 1.98' nes ACTUAL PRESSURE RECAM03tEN'1'FOR THE 2armM a I 0.r p� --- -lore Olora Blore 18"x4 r0. r0. 740 6Mrs 1192 926 00 Clore OPENING,WHEN ITIS LOWER THAN THE MULLIOV 4.8440x4 1.16'6060.6 I Smodmd(a 480x0 700x0 WA t0A WA WA aloft WA WA WA WA WA W2I6a 84OU 112000 CAPACITY M M THE TAME)OF THE SELECTED -IFx!4860. Weal 78Ore man tdloa0 188800 64080 6lort WA 72000 weft 9Wra 2884 sale =00. 1120814 MULLION.IT WILL YIELD A MINIMUM ANCHOR a M a4r Y44 o C A04m 4) WA WA WA WA WA WA WA WA WA WA WA WA WA 719x9 CAPACITY VAMH MAY BE USED TO O7ALIFY 1AsdW1P48p 120 15x4 200 445 fin 9ffire WSW- twre ,77x8 9»r0 484 r4 99200 Wfr4 ,Sniff moan 2BOre ADDITIONAL ANCHOR OPTIONS FROM THE •••••aea14 ma49 1 o 0.r F ar9 soon• -War WA WA WA WA 120 re W0. NA WA WA WA alo t6a 420x9 Wore ANCHOR CAPACITY TABLE. NOTE:FOR THE O 9r THE SAME ANCHOR PATTERN AND ANCHOR VALUES AB THE STANDARD OLIO• C VALUES ARE USED IN THE EXAMPLE ON SHEET 21. PRODUCTREVISED DOm*ft S10whh 2 RE 1: FIGURE Z• t/(g • • • • TABLE NOTES: . ~I 1'� IF PtaQaal O O • • 1)SEE SHEET 1 FOR INSTRUC110NS ON USING THE TABLES AND SHEET 22 FOR INFORMAT�N ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11711 l I r I PGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WDTHB M ALLOWABLE • • • • ALT.MULLION(AAPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY DRUM Id 27MULLION AND MULLION CLIPS SWWN ARE NOT TO WALE.FOR EXAM DIMENSIONS,SEE SHEETS 80' `�``a��NSF `•'4�1��i THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. *' No.58705 ANGLE CLIPMUST BE USED IN PAOt$ 4)SU88TRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FUM FIGURE 4: FIGURE& FIGURE& CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED L a37rYELLOW SOUTHERNPINE WITH AN GG OF GAYS.ALUMINUM SHALL BE 8089-TSAND BE A MINWUM OF.128• T ® • • THICK SAT LEAST.12EETHCKDANDOA9E8MM M .SIEXTD SWTNBEYE4ID V X 2.7W X8NULLWN•� '��iF S'♦.�LOR7v�:••�'G`? THE MATERIAL. A. FL P.E.#58706 TABLE 4A Mdbn Table op-IngWma(farvaroca*01wo g"ILO rel orOpenln9Hdnht wlrorl mftMfts) min oN 2010 MN BON 10810 rio10 I4o In tmN 1 x 2.75 x m'wrrte' ' > T TeaptG10n8 Roo m Taeyffibn0 tam r meatangttm amwaeer raa0l7da01 n A=AWm, 0.mdU0 lmatg 0.m0t• lae®p loeft lmwft taMnp lmt4q LOX" 2 +• Loed4g # Tww I Is T1 f i 1 fi 11 f f l fill 11111111 fill 11111111 SL 4210 170.0 870 7740 4011740 744 170.0 208 170.0 Me 170.0 Me 170.0 on 170.0 619 170.0 1116 1 170.0 MI 170.0 12401 Imo 1 611 17U 1488 Ilse Of 16&7 ISM 1200 611 I$&$ ISM Ilse 671 rein 1740 Toe I 1208 617 Imo Me 1208 Mo Imo 982 I Imi ow JIM 1161 tm0 MI Imo 1276 rmo W7 Imo 1417 Imo Bm 141.7 "v Imo Bm 171.6 143 Imo 686 lose " 170.0 016 20.01610 170.0 720 1740 sM Imo MB 1740 881 imo IoM 1740 881 1200 1101 Inc 72.9 1818 1201 Imo 747 14&8 1220 /70A 701 1218 1201 1740 708 100.6 1201 f70.0 768 91A 1208 1740 701 � 3 84(ft Imo 787 170.0 811 Imo MB 1740 MI 1200 1116 tm0 704 1647 1180 1740 808 ISM 1120 170.0 887 110.8 ttm IMO Me 1046 1190 1740 881 01.1 II= imo MI 7&9 1180 Ilse MI 010 1200 em 1700 701 1486 WB 1829 761 IMS 816 MA 7M 108.9 W6 I= TM W.6 816 173,8 IS W9 018 11&6 720 79.2 1116 MA 7M 81.8 WB 114.4 716 60.9 SM 114.4 718 0110 161.8 Mo 181.9 710 12&6 8M me 684 10&6 em 1788 eeI eta Me 1122 Wo 844 so 100.8 867 M Bm SBA MB 68.8 SM 94.6 W 64.2 Bm W.I BM mA w 80.1 I Hain ISLI 767 1440 Sm lie 767 11&6 MS 787 101.8 am a6 767 1&1 614 7&4 767 88.1 MB 8111 767 x0.2 MD 01.0 767 70.0 ON 20.2 767 M Mt 419 7W M 011 .q35 7210 101.7 Bm 1019 012 849 Bm of W 727 Sm 20.1 ON Ola Sm 721 621 MA 8,20 019 614 849 888 8f..9 WB 424 820 W9 200 889 820 01.8 4W 919 820 MR 487 Ll L 7810 S&8 W1 90.4 401 721 871 78.11 401 67.4 479 64.1 511 01.8 "471 4&0 Wt M8 484 48.2 671 61.8 401 90.0 Wt 420 461 208 W1 40.0 447 279 an 40.8 00 lain no m 4 88.7 617 70.8 401 W.1 842 01.1 401 60.0 647 M.7 440 444 W2 61.0 442 40.0 BM 208 4W 8&9 SO 42e 478 2&S 602 40.6 401 20e 882 441 423 e- OON 1 4W 91)1 4&4 4tl� 4&S W.2 407 01.8 349 92.6 4W Me $0 288 407 321 Me 2&0 4w MS 884 21.7 017 M.1 977 1&8 407 24I SCJ 189 4W 23.0 819 y 8810 01.9 018 44, 870 US %SU?2 284 847 � 824 901 2&8 MB 268 014 298 Me 20.1 Me 21.6 8M 26e 298 179 Ms 21.0 201 969 Me 1&2 284Xg201 1&1 #1 219 201 226 II47 188 MS 189 204 16.7 268 1&9 240 t&1 269 01.6 MY Xm VA M? 268 242 2&1 � 199 2W 016 201 179 017 I&8 281 1&4 2W 18.6 2M•min 22.0 201 22.8 Me 168 Me 1&7 Me 142 Me � X TABLE 4B • • • • Al TnbN(Ib9) ANCHOR, ADJIIBTMENT PORMULA, ••••• 27k 8.8k Can FWae tMU w7am Beam (DR)X� �=ANCHOR CAP.- .� •• •Assert Bio lAOaom 1!4-U tm= &w. srlr mm laleem 114'Om llmmm W SS WIVE= IW S8 Ww WO&W 01280801 012ON An6hmCBO PA6eme :000: 4 i Mom A U1mom Ager 6awwfW OOM M 8amwM USE THIS FORMULA TO OBTAIN THE'ANCH OR •••i•• Edgeadommur 2.1fr r I 2-wr 4118 r Ater r I 2-lar r SIB' r 448' 46P 0" CAPACITY REQV ATO AN • • w 1.914' r 1-114' 1-w 1-'VB' 1-1#' Mw 14W r 1.918• VOW rale ACTUAL PRESSURE REQUIREMENT FOR THE Zana r Moms m9 MON te4ama 27000 M4 701 4me seau3 11e2ma 30163 mum OPENN Aa ALM 4Ana�®t.Ieetat.o.at SI ��. 03 7Mme wA 1" m WA 920 me WA PYA wa WA wA M4 an 112003 CAPACITY(FROM THETABI.E)�THE SELECI'r� 4 Aee8e3®S'0110.aG•W 248 A>qb 16'20. lei 780ma em o3 ism me 1Me me 81003 Mae wA =ft Mae mum s3ea 413 Bm me 1120 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR s 44s am.O.a r L&MA Nlo 1B-Aaa.0'S •wA a lu- wA NA MR NA WA WA PBA wA wA wa wA Mon CAPACITY WHICH MAY BE USED TO QUALIFY rF-aP 1Mma 101 00 2201be 44663 872 mw 70101 /Mme 177 87ome 28463 01163 011 iMme roma M9ma ADDITIONAL ANCHOR OPTIONS FROM THE 2At36ae Q fir gC7alsp 9k 120003 360 an wA WA wA wA 101 ma wA wA r2a wA wA sMme mew soma ANCHORCAPACITYTABLE. PRODUCTRBY� NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AMD ANCHOR VALUES AS THE STANDARD CLI. CIRCLED VALUES ARE USED N THE EXAMPLE ON SHEET 21. yNs% t03 swmft FIGURE 1: E 2: TABLE NOTES If �� ^� 1.000° t+- • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. By O O • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 2)LINEAR INTERPOLATION BETWEEN MULL MOTHS ANWOR OPENING WIDTHS 6 ALt OWAABLE 111111tU , FKRl1RE� IS, S)MULLION AND MULLION CM SHOWN ME NOT TO SCALE FOR EXWT MMOM SEE SHEETS ISM2 7�° �� 10ENSF'• Q�i� • • • • ALL"I=CLIPS MAY BE FACTORY MACHINED AND CONTAIN U"ED HOLES.HOLES MAY BE MUM N THE HELD FOLLOWING DIMENSIONS SHCWN ON SHEETS I$-Z. =*: No.58705 ANGLE CLIP MUST BE USED N PAp�. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1801 SPECI�ATIONS.HOLLOW AND GROUT-FLLLED = CONCRETE BLOCK UNIT(CMU)SHALL CONFO6IA TO ASTM C-0 WOOD SHALL BE PR MIRE TREATED -O t FIGURE 4: FIGURE 8 FIGURE 8 YELLOW MnHERN PINE WITH AM SG OF 0.6E.ALUMINUM SHALL M 8898-TB AND BE A MINNUM OF.12r �) 3.11( . THICK.STEEL STUDS TO 13E A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �0 • ST, .`l. • LEAST A 2V THICK AND ASIL ALL ANCHORS WTD METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X27SXAW"MIU.IO1 �' • • • THE MATERIAL. ��.6% OIVAt.�41, A.LYNI�Md P.E. FL P.E. SOM TABLE 8A 4lnidon Table OpenInBMR110t(tr1nACM)mOpeubg HOW(for hoAmlKa9yepa4DdngMtfa99) 361 8061 706 in 9061 t001n twin 140D 111 180h 28atm14ulm I Twooruerom > 9TwoTrA* TyTft TWmTrfm . Te0111Wp11'x3148x g lmAq tae Oro 139170 uaft L� LmOrp 100.0170 tae&• 1ea01rq 18330 L� tm8ty � 6Y 11'.11 TabeMDl III, fill, fill, fill, 11 111 h1, � 1 h h 1 1 hfill, 1 6 1 1 1 1 1 11 1 1 1 1111 11 w 0 4761 170.0 810 1740 431 170.0 744 170.0 478 170.0 83 970,0 808 170,0 887 170.0 879 170.0 1118 170.0 821 1740 1140 170.0 641 170.0 1480 17x0 841 170.0 173 Me 821 15" 1602 170.0 a" .010 '1740 708 170.0 824 117U M 1740 m4 1740 892 1740 83 1709 1188 17Q0 881 1740 1278 17a0 a" 1740 1417 17M9 680 107 tm7 t709 980 196.1 1Q7 7740 9A 1182 1877 170.0 em 3.91961 V&C 747 MC 888 17x0 888 170.0 829 1740 100 1740 1 894 170.0 110 110.0 1 728 970.0 1448 170.0 m 170.0 14M 170.0 788 141.7 1486 Me 7m 1219 1488 Inol 788 1048 1408 M01 7m I � 8461 =A 797 7740 012 17x0 656 170.0 891 1740 lite t=j 761 170.0 1278 IMOI m9 1841 14M IMOI W 1498 UN 1740 888 1218 14M 170.0 681 1048 14M MCI e61 09.4 14M 170.0 881 m Som 170.0 M.170.0 701 Ima 1089 170.0 797 1886 1188 MCI ore 188.7 11m 10.7.0 em t29 1188 ill"I 017 11+A 1188 10.7 oto oa6 113 144.6 me 70.8 1188 MU 808 88.4 1188 144.8 908 { 693 1740 890 I 1709 748 IW9 100 Mal m0 IN.0 100 10" M 1140 100 141.7 848 9048 100 13" = 988 100 139 848 70.8 low 119.9 ow o99 100 118.8 819 e29 1069 118.9 ate 361 Me 9m 170A 789 1310 9m 161.8 004 11&1 915 1317 7m 1042 BE 121A 778 906 915 114.8 70 894 M +08.4 787 e09 9511 39 748 m9 915 11&7 A0 bat ON 98.7 740 Z 123 120.6 1918 37 iWA 318 1149 m7 916 ees 101.1 e7a 90.8 699 912 83 71A ms m9 et9 842 m9 79.8 844 m9 8m 722 672 459 801 899 878 Oat 808 847 e17 = N 78 m 100.2 711 1141 879 91.0 741 97.0 ate T80 721 e0./ 68.3 721 78.8 am 847 721 70.1 so 840. '721 854 879 489 721 •0.54 em 89.0 741 848 as Stt 'M m.1 bin 78117 101.0 884 4 84.2 80.4 99.4 m7 722 m4 784 878 041 m4 70.4 587 881 894 80.4 = 809 864 aae int M1.1 m4 841 6N 981 m4 619 6N 819 884 848 884 1- ••��~ 9061 U0.8 514 � 1Im 848 04 00 448 47.0 bt4 840 440 41.1 614 41.8 438 38.8 814 448 427 80.9 894 97.8 441 47.4 814 39.0 412 286 694 80.4 4m 20.8 810 280 409 az �g� XS 361 �i1,2 487 857 .W6 489 48b 49 •S08 39.7 1aU 40.8 Sm 859 431 944 80.4 941 487 89.8 878 27.1 462 309 873 229 487 248 831 10,4 462 442 189 4m 220 95 (~/J x•8 ,ate` 1 9 807 31.7 8aT 817 27.2 857 mA 814 288 957 282 8N 21.1 987 2a7 8m ta0. 357 m9 299 189 387 180 2m 158 987 189 .119 oe7 180 2 tp 81 MI 52 LL •1113 m1 SN 858 8m m.2 7A0 t •901 26.0 898 281 4m 21.9 399 Ul 32 1" 9m 208 2m 17.5 33 18o 294 148 588 18.0. 278 128 9N 14.8 278 119 .39 19.9 me Nrj t3A: •120117 27.7 288 282 m8 251 39 457 2m 199 288 70.8 m8 17.8 23 181 4m 184 m9 78.5 20 759 2m 149 248 119 39 129 240 0.9 N9 11A 2m 0.7 2189 10.4 23 Q xseems � g TABLE SB • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA* o VV Nrotwr Capeady Table plre) ANCHOR CAP.,�® ••••• 27k 11x8/818 Sbk17x15 RNA P7 amm ( )X MULLION -ANCHOR CAP.- -s *goo*• 5}19 170.0 IWSS Sem 6"VEW MD Seer 0128ma1 st28md CIp pllOerne • • A11 •I �aO1�°p11 '� tm�l ans•emo tau�n ur Sae tmmoan A9Pe1�e1r USE THIS FO MULATO OBTAIN THE ANCHOR ii i i 2•trr r 24W a11e• r 2-tv r 2•uz r 3.100. OAr aer D,aw CAPACITY REQUIRED'C SPONDING TO AN en eI-aw 1418 14 r a10r aur 1.104• 1.104• 1-1x4• aur1502 I- (eeelaee ACTUAL•PRESSURE REQUI NT FOR THE 8035 memo M3 te 43 0948• 918 ma 4m OPENING.WHEN IT18LOWERTHANTHEMULLIOti aanoola®1.19198 r89m9mna MULLION.IT WILL YIELD A MINIMUM ANCHOR qy 4335 7m m5 1517 t10A o9a WA880&8 WA w0. WA SDAm2ms 0.1038 11m&S CAPACITY(FROM THETALLLE)OFTHESELEC7ED 3'804 .TIN Tmme 680me 1300.S UND S 81000 momS WA 780me Meme 88013 Gume GO tt7D 0e CAPACFTY WHX7i MAY BEIMED TO QUALIFY s pan.0.G r 10.9 ap.n Wls NA WA WA WA earl WA WA WA WA WA NIA NOl WA +974&5A�ITIONAI ANCHOR OPftON3 FROM THE lA+�t9r�pff19. 19536 Imine MCA 445 me 80.235 tmmS glome In Nome 284&5 soon38 moms ANCHIONALAOR CIHOROTY E4a88•.C.1s4affp 9 240Y 310&5 F2A WA WAWA 180 to WA NN WA WA895[65 42D Is 3038 ktommmRSVISSO NOTE.FOR' OFFSET CLIP,lI8E THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLp. r..nolft 8Nwf8t RE 1 I►1.000'�I b WRE Z TABLE NOTES e • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADINQ O IFO • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION MET HOD& 1111uur 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPINING WIDTFW IS ALLOWABLE 31 .`` � �. Fl �� •j, 1111.....,, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SLE SHEETS 1M. 1� VCENSF i.� • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-0. k; No.58705 ANGLE CLP MUST USD IN PAI78 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3018PECIFKATWNS.HOLLOW AND GROUT•FIU.ED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0490.WOOD SHALL BE PRESSURE-TREATED F°XiURE4 FKiUI 8 FKX7RE 8 YELLOW SOUTHERN PIE WITH AN80 OF 0.88.ALUMINUM SHALLBE TSAND BE AMINIMUM OF.126' of V X 3.12r X.8•MULLION ® 4-1 THICK STEEL STUDS TO BE A L ANCHORS GRADE 39 AND.04VSHA L EXT N AT LEAST SCREW THREADS B BE AT ��'. STA a.; • • MA1gCANDA /W ANCFWRSNTOMETAL SWLLLl7f1ENDATIFA8T38CItEWTHREADS�YgID {i•VFMMII �i��`�S•. OIt10P•'G A.LYNN I�I�` R,P.E. FL P.E.&88708 TABLE 6A ego•Ca Table �� Op-big Width(ta9arl mdMftuft-)•fOpeabWHNgbt(totM ys £a8muBam) 6om Gan Tom 6910 Son I n room roan metal $ >m011110 . R Tm1/Td* 1I1Tmo rfta6otanplam 'aapmsl8. oq+mena 1x4x.1JS Lft L_"Q L-00 I-AN + L46d0• tm61• tmBno Loeai167 Lafte L48d0• leadnp Losdmp Y B l 1fill _h 1 1111 111 111 1 1 If � ifs 42n 170.0 810 170.0 435 tragi 744 MA 478 1703. 666 1763. no 170.0 842 17oo 619 170.0 lite 1703. w 170.0 I= 170.8 621 1ra0 1488 1763. 671 146.8 14BO 170.0 SH 1278 1469 l7ae at 4610 170.0 Toe 1703. 5 4 170.0 660 I7oo 664 IMO 992 1ra0 880 tra9 II= n0A 881 nae 1276 170.0 W 169.5 I= nae ago 1309 moa t70A 88D 111.7 t809 1700 888 970. tm 170.0 m � K 60.106 n 1703. TV 170.0 693 17x0 = 170.0 831 n0.o 1099 170.0 04 1703. Ila 17ao 728 "Ll 1288 Imo 710 140.6 an Im 769 1171 1268 n0.0 769 IOM4 12M 1703. 766 87.8 I= 1703. 766 g r� sour 170.0 an 170.0 612 170.0 666 170.0 881 /ra0 1110 1700 760 16x4 1158 170.0 869 1972 1188 ira0 637 118.6 1168 170A 669 t0a9 1169 I= 881 80.2 1188 170.0 961 77.2 1169 170.0 661 8010 170.0 888 1703. 701 1067 tea 1ra0 707 142.9 1042 1017 ase 1261 1042 146.7 818 881.2 1011 169.8 801 100.0 1042 1962 781 93.{ 100 1261 762 710. I= 123.1 762 62.6 1082 188.1 762 8910. 1703. 990 17x0 745 161.2 861 IMS 618 1289 692 140.4 lee 113.4 9M 181.0 782 1009 9 121.4 768 80.7 092 114.6 768 768 992188.4 746 94.8 682 1060 744 667 108.0 744 8610 186.4 847 9703. 769 1379 B4r 110..0 788 1161 BOT 190.0. 798 103.d 947 17i 782 819 988 1067 788 677 907 1022 727 68.8 ea 86.1 716 69.1 sa 860 711 '6LT 647 909 711 72n 196.9 848 142.7 797 118.2 BIB 1219 722 973. 609 1060 708 $U 849 994 888 769 018 68.7 889 aA 946 OLT 676 889 80 769 � 46.6 848 12,6 862 429 849 T2A 981 7810 1186 M 120.7 9B6 86.9 762 1028 861 886 782 90.0 840 72.2 182 699 m K2 762 73.2 840 679 762 69.2 013 40.1 769 •29 602 41.3 782 a$ a? 361 762 69.4 698 (/} 7e m 908.8 721 1113. 860 720 80.0. 821 rag 724 82,8 608 889 72{ 743. 888 68.4 720. 80.1 691 DS.{ 724 834 688 {4.6 721 879 0.3 38.8 724 649 687 83.4 720. 636 1910 01 88n 69.8 6q 711! 4819 69.0 649 80.7 104 49,7 648 SLB 488 433. 603 10.1 .108 389 60.9 429 484 3{9 618 966 448 28.0 648 319 488 24.8 646 SLI 488 21.7 618 867 dPe 0 9 t7 X73 470. 69.9 4T7 109 4388 s ? •118 40.8 478 43.2 412 88.8 478 88.6 408 319 478 34.8 400 267 109 929 888 US 476 88.1 MF- 4M =A 369 178 478 201 870 {}7 0 10810 977 1 89.6 849 268 377 860 0.90 782 377 20.8 988 22.4 377 2a0 321 20.1 377 219 317 169 871 160 8m tA4 877 17.1 804 r •t•Ib b/.1 867 b9 826 Sae 88T 31.6 6918 2" 36'1 V.6 310 232 867 243. 308 109 967 22.0 988 163. 867 10.1 901 164 887 n.4 880 x Q win 28.3 886 no 279 23.6 ��1 •174 210 306 21.7 770 199 806 tel � 16.9 906 13. 488 •l4a n n.0 212 r.2 165 X ANCHOR CAPACTIY ADJt18T11EN T FORMULA a • • AnelbTCep9aSpTablelme) •• •• 2.7204s6*te 3Wt11006 im00r FUCad02d10 PT 6/emt (UP-)X ANCHOR CAP.�.„,�_ANCHORCAP.,® -a MULLION G1P..aw LL 8H8•Eme vessEme 6/10'E100 Iwa8e106 010med 0128ted Bt280e• USE THIS FORMULAT0067AINTHE*ANCHOR • • Aad*r •ftlFkrolBtraoal twebolAtream t� a11r ta2m twenolAoeoml AMeR1Ma 1810.1010 A 8a•fg 8ae1r(4i8)8on6agi8 • • • CAPACITY REQUIRED`C SPONDING TO AN edge ••t0.• 20.192' 1" 2-1x7' 3.116' r 2-VZ r 2-1W 2 S•t/r P 0.46' OAW 0.0.21 ACTUAL PRESSURE REQUIREMENT FOR THE em0e0a1•a taW law taw 2• tow MH' M1w Mtw Milo' 1.1w T I-W I-W QBBO?6t84) OPENING,WHEN IT IS LOWER THAN THE MULLION tmMUM 980 pa "a no refts, moo U428 74112m 40.6419 an Do 1102 sn9ms 420 NO CAPACITY(FROM THE TAME)OFTHE SELECTED 410 And=02.2VAL 041/ftmdwcop Piaui 7/0b6 700106 228 U102e 882819 WA 66910s K% 86926 WA Mls WA 88220 8000* 111026 MULLION.IT WILL YIELDA MINIMUM ANCHOR eAn EllI.16'68e.O.e.lB CUP 8B0 140028 WA NA WA WA 76928 WA MR WA WA WA 130028 %wpm 23m2o CAPACITY M41CHMAY BEUSED TOQUALIFY ®8.6161 t21p8 76928 78028 90026 t7602S s�2a 64024 688188 700.26 148026 98828 I 132828 2884 an 88223 8Wpm 112028 ADDITIONAL ANCHOR OPTION FROM THE 0And=Q)S•aft a 6 cope 018. 11711819 117028 104028 29401119 2MOR M038 mule WA 114028 169496 1820168 98169* 8796* 188028 196920. ANCHDRCAPACITYTASLE. PROD(h9cmupiykgevisw 4ArohnaG448eIa. /W21pl tr4o UB'Amro.tr'0 WA w3. WA W0. WA WA xol WA x10 WA WA WA WA WA - 103228 Buildfim Cods sAnelm19�2.88'68?.aarFCm(PS. 88026 66926 28028 TOB as 47826 WA 28826 WA 316819 026 410119 02a Sffi2a 420 669619 ,� 1.�0, Aeoepan�No /AnOM Q 118'6ffi.as i F4,`p11(PS. 46928 70020. WA WA MR WA MI13 WA WA 8860 I WA I WA embs 84026 I'la 20. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANGER VALUES AS THE STANDARD(XIP. FOZII FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8 FIGURE 9: TABLE NOTES: • ° ° ° • ° ° • • ° ° • • • • • ° • • • 1)SEE SHEET 1 FOR WSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE u1mv 4f/, t9t L 111 f t f// SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ° ° ° • O ° ° ° • ° ° • • • • • ° • • • v *�: 2)LINEAR WTERPOI ATION BETWEEN MULL LENGTHS ANnM OPENING WIDTHS IS ALLOWABLE. 4.000' 3)MULLION AND MULLION GBPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 18a.ALL Rams. FIGURER FIGURE 7: MULLION GIPS MAY SE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOES MAY BE MUM IN THE MW - e , a . FGLOWING nBaEplsloNssHOWNONartEETs ts�. '"fl•�.A tt 8 t1 $ � • • • • 4)SUBSTRATE&CONCRETE SFRALI.CONFORM TO AG 9018PECIFICA7tON8.HOLLOW AWDGROUT-FIUED .125• �LOR�,,.' CJ • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD 8193.18 PRESSURE-TREATS YELLOW 'iL �FS ANGLE CLIP(FIGURES 888)MUST BE USED IN PAIRS. SOUTHSTUDS ER BENE WITHTH AN SG OF O aN��S TUM SHALL BE T6 AND BE A MINIMUM OF.126'THICK STEEL 'fel S/O�N'k1- •• ( GAAUGE)STRUCTURAL STEEP TOBEATLEAST.t 'THBdC 1•X4•X.1� A L.'mi- to PE AND ASB.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL FL P.P..#88706 TABLE YA MplOon to TabN OpeNn9Wldtlil�r aWft%6)orOMb2HaMht(for mtpore) Id 6010 sob 7010 win so In 10014 ilab 14014 too[a 1 t WW Tmrrae,m. tmmnwro• RectoroftTrayAimg Ta®aa•18. T$WTemm ra�rra.ro. tEno rft* 1 x 4 x=S La aft taemro Loam�m Laft Lwft lned6a Lommm Lee" t�6em taaft L4adtlm weels Y AWmlrWm h fill, 1111 1 1 fill, fill, fill, I h I h fill, 11 h fill, 1 11 1 111 11 11 1 11 1 h I -11 11 fill I I If fill[ 11 11 11 ZLID 4210 1700 aM Ino 488 170.0 744 170.0 478 170.0 80 no.0 O06 I Mal sea 1740 Ms 111.8 1118 170.0 6M 9%0 1298 170.0 I 621 AOA 1498 Mal sh I 170.0 1788 1740 Mtm0 1989 170.8 on 48 In a" 708 170.0 624 I'm 98o 170.0 M.me 892 170.0 890 770.0 1159 170.0 603 170.0 1276 170.0 On 1740 1417 170.0I o0 1710 1700 inol 680 lau 1889 170.0 an Ms X24 17010 680 60.80310 me 747 Imo 0s 170.0 886 170.0 am 17010 low 170.0 480 1740 1103 MA 778 170.0 158♦ 170.0 747 170.0 1406 MA 703 170.0 1769 170.0 788 188.0 19191 170.0 1 768 18810 isi8 110.0 1 788 IL 0414 170.0 787 1740 612 170.0 868 170.0 8M MO 1118 174A 784 770.0 1'Db 170.0 808 110,01 14M 170.0 897 170.0 taw 170.0 868 103.6 1740 1740 861 157.1 1798 1%0 at 1W.2 1788 970.0 8M bob 170.0 803 1ra0 tot 1740 1088 170.0 767 170.0 1210 170.0 888 1740 1417 170.0 844 170.0 /034 170.0 888 1446 4078 1740 1098 12LO M9 1740 1088 111.0 Isis I= 1009 Isis 170.0 loss 8910 1740 170.0 740 170.0 1118 1740 840 1740 1903 170.0 840 /70.0 1488 170.0 1010 198.7 1802 1740 1018 141.0 1644 170.0 1122 117.5 1542 18as flee 100.7 ISO 187.9 1167 1602 W.6 1167 9810 170.0 884 1740 788 1740 1188 170.0 809 1740 1984 770.0 1002 180.8 1478'1740 1088 1426 14M 18810 1148 1146 1472 16810 1150 107.1 1477 147.8 1188 Mb 14M 14M 1100 1472 14U 1100 Z7214 1740 less 170.0 we MA am 1740 me 100.0 1820 1882 1181 132.0 1840Me 1088 1172 1890 137.8 100 1044 1588 178.8 1°08 We 1510 117.0 1024 MA 1030 ttU '1015 1803 110.a wuOIJ7LLL 810 170.0 1722 1740 887 148.0 1184 188.4 1019 1882 1184 158.8 8M 1122 1184 MAT 878 88.7 1184118.988088.81103 tOTA 862 748 1184 9710 Baa 80.7 1184 841 827 1184 92.8 8247814 188.7 1 174 4188 1944 112{ 147.0 898 118.0 1124 128.8 847 1048118.8 891 82.8 1120 10" 818 840 1103 845 05 882 1724 Me 898 WS 1124 843 881 878 8814 041 e44 a OD.1 X44 �,� 788 ns 804 82.1 714 88.8 804 75.8 712 at 844 Me 70a NA 844 SIA 00 40.0 840 642 888 9810 304 640 898 7 602 ��• 1 742 91.5 eq 742 iG2 772 032 848 742 672 841 03:7 742 40.6 est 440 742 80.1 882 /410 742 48.8 034 971 742 49.8 800 Mb 742 9A8 MD 684 Iq 19800' 52.8 598 878P 82,7 888 Me W 4A7 US 4LO 819 MI 508 41A M 84.8 08 978 488 91.5 5% 342 402 20.1 603 28.8 4M 22,9 50 YB.s 474 7 488 8 40.6 498 412 60 428 467 Me 05 0A 480 94.0 Bab 842 479 248 616 M2 407 24.0 M 271 487 80.8 06 20.8 448 444 �(/0b 46.8 478 4887 488 940 h! ?A� 40 3x6 478 99.7 420 20.6 475 240 414 KS 475 248 406 22.8 475 20.6 404 140 476 211 803 1810 475 147 867 381 " 'd' ••1/88• 4 Sw X8.7 884 28.0 331 2 301 tae 590 W.3 287 les ITA 283 IE6 T 10--o- • • A1111mrCap Table(iba} ANCHOR /(CAPACITY ADJUSTMEENTFORMULA. � �� '��• Z3bkCOn¢ 0.67 FpedC6Ut Frvbw KOM �)X`MULLIO6tCAP„o,,.�eANCHORCAP.- "f �� • IX • Aae0717pa 'titooum6ean H4 EhotAleaaO 8Ip•MIao13$m lAxe1m15eaw11 WSSEIM NWEIM t44.88See ewateet a1Mftd M2titea USE THIS FORMULA TOOBTANTHE'MOM i_ • ter OMM S46xrMS-0341487(851 CAPACITY REQUIRWCORRESPONDING MAN 2-1w r 24W 3-10 r 2-vr r s-ur r sva r a4a• 0.54" 0.047 ACTUAL PRESSURE REQUIREMENT FORM • •• •• Ea womn" 1464• 1.3w 1474• r 1-Iw 1-IFP 1-V4 1-ur I.ur -TI-W r 138' 14-8• !we-8-0-4) OPENING,WHEN IT S LOWER THAN THE MULLION nmm>s�a weMft4. l ort} 1 880 tea 1844me aroma 3e 303 ma .740 498 tea 984 91Sd me 149 414 CAPAU TY(FROM THE TAm E) THE SELECTED aamamad112WQC7oomm s98ms /Roma 0322$ wA 68030 wA 88828 wp ewms t1JA GUM spina 11108$ MULL=.ITWILLYIELDAMNIMUMANCHOR • �t.ls lFtg q� OW 96 140°28 wA wa wA wA 780 mm wA wA Na wA 7181 1880 me low 9140 me CAPACITYWHICHMAYSEUSEDTOGUALIFr 4.0488140®S /(2) M 7MRS MMS 03035 77033 8288®8 8100$ 5034 788ma 14024 8028 /38828 23B43d anws 640188 110328ADDITIONAL ANCHOR ORRCNS FROM THE �. 1170 ma11702$ Imu paths 2SUMS M03s espma PYA 11400$ 14060$ =Ms 88/80$ BTB 3e 11$025 amms ANCHOR CAPACITY TAKE. 1 4Aee11ma®0.45NhQQ/U4ffiA ft p7AWA wA poi roA wA 1174wA K% NA wA wA wA mane 2AndMORWIA (FIg. . 0030 0035 200MB 70105 476183 p0/ 28038 wA M62S oma Moms oma MOM 42Mm5 60103 4And=Q1.14M810• 46028 70024 HOA taA WA wA 8005 WA WA WA IOp1 wA X35 swim It9835 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE x FIGURE 3: FIGURE t FIGURE& FIGURE 0: TABLE NOTES: 11 t I I 1 t t lI • o o ° • o ° • • o o • • • • • o • • • t1 A 1)SEE SHEET 1 FOR NSTRUCTWNS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADNO.SEE , SHEETS 2.4 FOR GENERAL INSTAUATION METHODS 4 " `��qZ,✓aGEN3F' ''ii ° o o • ° o o ° • o o • • • • • o • • • 2)LINEAR INTE]IM AMON BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. k No.58705 3)MULLION AND MULLION CIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMIDISIONS,SEE SHEETS 18-21).ALL FIGURE& FIGURE& FIGURE T MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FELD �•O'. A (3�It . . . . FOLLOWING DIAAENSION8 sFHOYtlN o9t SHEETS 1&Z0. AO•. MOF • • • • 4)SUBSTRATES:CONCRETE SHALL.CONFORM TO AC 381 SPECIFICATiONS.HOLLOW AND GROUT-FUM CONCRETE ' BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PNM 878• ,�i MSS+P. ... �.. ANGLE CLIP(FIGUFIES ti88)MUST BE USED N PAIRS. GWITH E �78 SHALL BE 6083-T5 AND BE A MNiAAIIM OF.1�°THICK STEM 87(148 TO A 034034148 -f I�ON'A�.1�.•• ( GAUGE3TRUCTURAL8TEELIWATLFJ18T-12rTHMANDA38.ALLANt INTO 1•X4"X 376"AgiLLICN A LYNNa6uLrr1 P.E. METAL SHALL EXTEND AT LEAST 3 SCREW THREAD BEYOND THE MATMRWL FL P E#887(16 TABLE 8A Opee018WI11M(Wr &IsPanMo9rtwmao9)oropen tbmoHeQMPO m1lo99) a a, 013 Sob 7013 6014 0513 moa 1W In 14013 teob y19t 128•k uftTiapalml8 R., TmwrmTlegtildat 3 pAdwadar TOWT&V* '81 nwas. TVIOimg s 6 3.88"2 Lome 44a&y N 0.oamry Loam loam lovBnpft t46aum toe•n8 Laft 1009 � Too MUD I,v ll I J1 I I I fill h I I I I 1 11 1 1 1 11 0 1 11 11 1 11 if 1111 111 11 11 1111 1 if 11 if 11 if I I z IVA 4214 Inc 670 Inc 486 170. 744 170.01 478 17x0 888 Ina m 170.0 922 17x0 I 919 170.0 ills MAI bet 170.0 no 170.0 am mo 1488 Inc m. in* Im 770. 60.1 me 1788 Ina 841 46 In Inc 748 Inc 624 fl0.0 M 170.0 1564 170.0 989 imo sm Inc 1185 aul 881 mo Ims 17"1 877 line Impmol 800 184.8 18{9 iml smJim? 1818 770.0 880 N&1 1616 17x0 so aft", Ti 747 17x0 886 170.0 8m mol 891 im 1018 Inc m flap 1105 InGI M8 170.0 90 1709 747 797.0 1401 MCI 766 lG2 4785 17UI pm 1192 1488 170.0 7G 104.4 1488 170.0 766 6401 170.4 7W 170.0 612 170.0 905 170.0 801 170.0 1119 170.0 794 iM.0 1176 mol 809 186.1 1879 770.0 897 14&8 INS 1709 I 86B 1719 ISM JMI 881 109,9 Ism MCI 861 1 01.7 1976 1709 881 Sob 170.0 aM imo Vol 170.0 Im Imal 7W 16as 1168 MA W0. 186.0 1768 WAI 810 UU 110 168.8 819 111.2 Inc 960.0 979 927 1108 i"Al 906 70.4 1168 14COI 806 88.61"s 144.8 810 F (� Mb 1709 890 170.0 746 mai 1061 7740 610 107.2 1861 186.8 80 120.1 1061 1420 846 14&7 1061 1928 887 98.1 loss a&? Bm 8&l mB1 11x6 Bea 889 1081 1147 a" Bao 7061 119.1 am IDJ.J 86b lai 067 1709 7G 18&9 967 1151.6 1 106 119.4 867 187.0 MO 104A oW 121.8 777 828 ow 1179 7W 85.6 oW me 708 M.e OW 1009 700 G.7 9W 8&9 746 642 867 SU 746 Mb 128.7 804 186,7 BBB iW2 801 IW21 884 91,0 804 10t.31 671 80.4 8048t.4 886 716 am 94.1 em 86.4 wo me 618 0.19 104 728 863 48.0 804 69.9 US 40'.1 04 848 M 78b 1044 720.1114.4 Sm S12 722 V.21 818 762 722 86.31 808 BBA 722 78.7 8M 40.8 722 70.3 os8 60.7 722 86.6 no 469 052 G9 No 01 'M 5L7 886 SU Ma 582 0943 Ll L 1814 101.2 0% 104 G4 84.4 40 s46 8G 729 *5 746 W7 a" 886 709 686 642 m 84.8 810 ma G8 86.1 sm 422 G6 84.9 618 962 686 61.4 6W 91.8 68510,1`1011 0513 60.8 Its .>lb' 94.9 816 486 17.1 616 60.1 441 412 615 44.7 04 S&8 818 Me 405 85.0 810 W.4 422 109 610 S&1 418 05.6 IN 10.6 4W WA 810 20.1 404 � X • G 0 481618 04.8 4G 86.8 404 462 4050 47.1 9W a" 4G *3M" 4G WA 30 932 408 340 SM 102 863 10.4 374 728 469 we 108 70.4 468 249 810 fl9 405 22.9 SMD• 1os13 8&7 812 SLB 310 272 968 30 102 SM MA 30 227 804 19.1 868 05.9 100 18.9 SM 1&0 705 I054! 86:1 8666 05.8 10.1 801 20.1 &1s 9G 2&8 205 109 805 22.8 ZMx (4091 27.6 059 s<>a 284 7&0. le! 7G 148 059 205 182 0.G 1A4 Me 16A 248 7&1 W2 186 • • • • • • ANCHOR CAPACITY ADJUSTMENT FOWIIRA: Arahm Capeft Teb18 NMI _ 273 CweaB4 Uk cam. 40arfdAl P®edC67u Pf1Bt4.d mm (Om)X�OAUW�I CAP. m)-ANCHOR CAP_ -•� Cav es • • Aemhm 401 o9 w.Lot.. Iw Isco8 boo ww Ebo Wtd wo ubrom tw mw lahmm Vr ass=67w ww yr ee moo mo mw IN28W 9128bb ummmA IAInw11 Abet 6mwP%Swar177S 8atm(ft USE THIS FORMIBATOOBTAIN THE ANCHOR • • • 141.•146 •ore 0.•V! r a•Ur 3•vr r 2.1? r atrr r 8•iB' r 0.40' Q6r 0.974• CAPACITY REQUOiED'CORRESPONDING TO AN em0e•ne4t Carr taro taw' tart r 4•Vr 1.144• Uta^ t yr 1•trr t-v'r r 4848' T tmb ACTUAL PRESSURE REQ! 1'T FOR THE ®476` c9v 990 400 em 104428 moa. 2028 36428 74628 469 0428 1162@. ser. 44028 -SWIM- SING,WHEN ITISLOWER THAN THE MI .UON a AwbW G 118' l IIP 28 700164 WA WA WA WA 300 28 WA 18A WA WA WA 028 84028 tin CAPACITY(FROM THE TABLE)OF THE SELECTED Awlmm 9`6113. /0i19•A9dsi974 7G 71028 8m9ro 108628 108104 84028 WN WA 7028 88628 BG28 056428 �28 61RE MULUOKITWILLYIELDAMDGMANCHOR 4►4eerat•®O48'Mfa 0.0.14Wq•86o 118'.1100.Q�. WA► WA WA WA K% WA WA WA WA WA WA WA N0► 7 CAPACITY WHICH MAY SE USED TO QUALIFY • t /Pi'8p ek lM28 10500 Wft 44828 W2ro4 18628 iw28 mats m028 05428 swam 89128 10928 21ADDITIONAL ANCHOR OPTXX�FROM THE 9 Atmhm. R/PINI 24010. so- 19 WA WA WA 10004 WA WA WA WA WA 90528 47ANCHOR CAPACTTYTABLE. PROI)1JCT RBY49ElD NOTE FOR THE OFFSET CLIP.USE THE 8ANUE ANCHOR PATIE M AND ANCHOR VALUES AS THE STANDARD CLIP. as e.44yhrawtmalo Flmb" BtdM6gC446s FI 1: FKiURE 2 TABLE NOTES: O O • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR 04FORMATION BY ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .......... 11III11111 WR 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN�i2 OPENING WIDTHS iS ALLOWABLE. S)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIO D,SEE &188' CLIP M SHEETS 18.20.ALL MULLION CLIP$MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOES. Z' • • • USED HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DWe4SION8 SHOWN ON SHEETS 180. "* No.68705 IN PAM. - 4)SUBSTRATES:CONCRETE SHALT.CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 8: FIGURE 8: GROIT+ILLED CONCRETE BLOCK UNIT(CMU)$HALL CONFORM TO ASTM C4UL WOOD SHALL .'O Q 11 S•h " ! BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.80.ALUMINUM SHALL BE is ' �.' ! O • .046•THICK I6063-TO AND BEAMINIMUM OF.•12r THICK STEEL STUDS TOBEAMNMJM(MADE83AND 126'X3tam'X 2W MULLION 1i0'� ALORioP:..N7 ! • • ANCHORS INTO MErAL�swLLt EXTEND STRUCTURAL LEAST�BE AT THREADS 98�YONTHM�O THE ALL 1.2r (1•ur YF MULLION) �'!/`s'96NAX-�.r```''• ! A LYLI{dll"ZR,11P.E. FL P.E.#88708 SOL99#'3'd Td 3 d'aW'pq M,AI•V '1Via3LVW 3111 CINOA38 SOV3LRi1 • o o • o e •• •o �� 111 MMM 81SV371vON3M TIVHS'fl/13IN GIN SVOHONV 7M'861/QW)101 LL.BZt'18v391V 38 OJ.'13W;1vWU011alg'(3WM 'SWd M 1tlNOtss,��,� NOrrM"jr X.4 X.z 8L))>NHJ.840'ONV 88 gGUgllMitl d 0180(118133 LS)19W1.�t'd0 W=Nrm v 38 aw 9.L- 9 38 TRIH8 Yif1NNi11N OB1381 M • e o 0 0 o e e e o �: d01ti01Y''•. J'��i '88'0�OS W HMM 3Md Na3HJJ10S MOTBA O31V3H1-3unsO id 39 T M49 QOOM•08 J W1SV Ol WtDatW T rme(1WJ) (8'89 83WW4 • o o • o e •• e o 11 S, „•£;1S .0�y LNn)wm auacNOO oaTIL+1t1�O ONV MOT0i•SNOLLvO1diO3d8 M(JV 01 raml,=T'MHS 3J.3WNW:S31vN==s.4 dfq 3 S1M/ OL 3altENd *Mugu vmumw :l 32N1a1j b W86 SJ33M NO NMOM S IDO ONiMOT10J 013d MU M allnUo 38 AVW 93VH'93t0H O3s(m MVJ.NOO aw03P8F AaOJJ3vdNOI 38 AVW SOV TM T1V CM 9133M338'SNOISNMW 122 Wd_zMW 011ON 39V NMOHS SdrlO NOIT M awNOMnW s.8r4LO • VN � '•��`` 3VMOTN SHIM O4N3d0 aON6HON3l I1fN3M3NOUv' 18 av3Mfwva � tL :9 3U1ew 0 0 •�-- vo e3NIOod� ` • oo • 0 " l 'SaOHJ3WNOV1WJJM1VHM30 VOJ 1"r 913.a8338'ONIOVOI NO NOLLWOR)"Mod ac 133HO OWN f Itt>111 qLd s38v131 awn NOuonaLSM vu l. 33H8 3S oo • o MW2 rm--a oe • • eo • eo 18 • ^$3aflENd Z 3t9flOid :L d 'LL 133H8 N0 31dWN0 MU M 038113W S3nWA 03MEM WOO WOW I nom Wmtt I We► WO► W vM WOea yawl tape WOOL SMM soon Wow 1'to Ogyf D•0 .Lfta Wgpmv6 epe08gppOo W089 WOW Wpe vM Wp► vM tem vM WOR. vM WELL SM Wt Wata Do= WOM �0'tq ft-Jf•OO MW.WzdD WlpOva SidWl RNion w WN vast vM v/LI vM VM vM VM vM WN vM vel VM vM At mgvaM1eBB f OO+aYAffaaSWt.ws •3fV1A11OVdVOWOWW r vM vM VM VM vM vM vM vM vM WN vM vM VM vM 'Ek9-W f •owLae•t�SWw•ros 3H10 SN011dO NOHOW NNOWOOI/ seam W aeEL W sM mom W Set Www W ptl VM sew to W 96a W o►aE W a0t W Dui out Wo VOL a� Adm 01 am 38 AVMs HOHM AMWdVO Watt even so= W 68m W Ste W ase W(9L vM W 099 W Cost W oast soon wl adQt Staroaafdf 711 wrl arm.Sa•+v►• aoHawv w&mv0131AT1IM11'Nonvw Wows. WCaaL WBM vM vM vM 841 at vM WW1 We m"Mu "= t WOOL ow WM 40 OOW f"J•0.14R.KY 03JO31 3HL dO(3�V13H1 Mme)AJMVdVO Watt W Stas gem vM ow tlM Saar VM WOOD vM t Wow Smart as aw f Caw t� NOrrM 3H1 WIL a3W'191 JJ N3HM'GMN3d0 Wow War aE L W row W 99e W Oas W Seas 3 W oar Gw L'Wd1 acv Wd 3HL Mu ampau1103a 3af1863ad 1VIIJAV S°°17e°B1 aoL a a .Can L sn-t sn L sn t •L -tl sis{NvOlOPS1103aAJJOVdvO ' 0 ►9V a►v a aflS s ittiL A TJt L J J1g0�tt +o>vt>Smavuoo6Aalaq - g9lm,Lyt OOMMM Iag9ereSomss.9n em au9Som e9.m—&F3NOHOM/e � XMd01 roDeemd OMMUT ••••• � 33 1M9iaOd J N3piSdMGV ALkrifdd9 WOHOtro tem a •••••• ••• • ••••• D N D •• 1. X at get e8 as so sa p9 set ie 9Os. Mset WA, S•m pD 8'ta 8/► ea W r9a flp Lea 9ie Cam tar rte m rw Sp wM see ►O ire m tp q» ' Lw ►'a ee Iva t►B WEE Os.I rLa M a" pt rte Bw to oaz I ra to r» at wit,I ew Ter ease to I 9w Ira pt rut 901 ilia p• Br eu Cast oat gee waL x mL l'M m8'8L WL to 018 Lv8 OL r» Ota CO 4ti rt3 ate L'm 68L 1'89 8L8 0'Le LSL B'm 8 os8 O'OL 010 les Ste iris uf9e1 {8 re8 i tet M LM rZ8 EBL 0'46 LM wM 801 0'e /M te► 9L8 r80 iM rL9 Wse tM rM M Caw tM fib pe SL1 tM Ovt Eos was Rte Car arm tM seat was. MO tZ9 SmL ter tM 8'08 amt L'89 8m E'at KEEL Yt9 BIOL ►78 amt cat 8mt 8'r Baal r68 stat S'68 adL L90t SILL aaL Bap &oi • D r W* a% ens owls an tient qso • ms Oat mast en Olt AM BOOL on Ms Car Oas r91 Mt rtas flat was cast we" mt ►Be Slit rias. Bat Cats.{us-sit Seas flint Was am Seal Oa{ vot t OVu was Mt s161 1881 Bib Ort CM ant area Ems. rtH 1881 r►tt OM tear. t98i O'tas ►t►e OeLL 19Bt 1.1m aas wou zees. O'Ott Oat Ova tt8t wOtl 9W Tots. M$ watt LBO OW tot O.Oet qa 6flas tZ9t CaBL SZS 9O6 O'W{ QBBL L'BOL p8L rias OBBt Teat 8Cas. Oett Cast was La4t ova CaOL va; aaS{ O'Otl M1 ow Oat O'0tt ant cvu Caas CW pas OVu te8 TOLL M& OVu 1481 OBas OVu "" aeu omt w4a ww was em wwtt Ma Ms Mas na ala watt not TOLL ties owl east OMWs Ott WMML alt TOLL Bet OVu SOW TOLL 9Lp oats.Ion TOLL Seas 4W wast 3 BBA OeLt L81E 8781 Cast pelt 261E rWl Gu/ Seas 866a OVu OtEt w0a p8l OVu at; 0'Ou O1L 0'O[t Cost aw 8tlt w0u on won 9861 ova 808 w0a oast 0.Oa ou ova 4M 0.Ou qO tat awe. 8Oa M1 La-&-WM cm fat east TOLL tad Out Sats. OWA W1. OVu a0i Walt C<Bt VU; OM SU& Ort Oett M O.OLL Eat O'Ots 03 Seas Ottt 0.Oet gM az Om OW qr TOL Oett out Cart Op WA SmL watt Opt oats. Saw 0'011 Cost 0.OL4 wj watt 8m no 9Ot OVu »8 TOLL Lt4L O'OLL 618 O'Otl pat Owl asst O'OLt CBOL OW tat TOLL 9w O'01L wCa m tw OVu O'OLL t8s TOLL l4aa O.Ou lO 0.Ou asas OeLt Bos WWW LOL Ova tO nu lot na M crut 961 ova TOL TOLL Ott nu to oats. Bos o'OLL aw ovtl tBt OVa q» $ eat O'Otl IBS Sett Os. Weft NO na O1 O'OLl aw nit Oc woes. Let na ms. ww pet Sett sat nu sett Deet 689 Gee{ Bait OVa Les OW ew OVa m9 Obl{ cwt OVa g9II8'00 p9 oecl MSE 0Wj a9 Sect seat was Gw ova 01114 0vo 0r ilia tta ova tM ow 9LEL Sect Lr ovu earl ova ow na ms Gell Cap Gall 11w ova m Galt eat avu qp ten 0ott amt was ten OOtt 861{ ova ten GGtt apt oats ten ova am ova ten OV1L ass out Ota aw ms wall 800 ova on Sea 8m OW3 »c WALL Car welt ase OOtt wW Iff it I! VI If 111111 11f 11 11111 If 11 If If 11 ;1 x �" ► tee, metmom .met �Jf9wi, ewparf eS•ao7 met SIMM tee, mgDm, Le, sgomt 9L Y4><L � $ 'WBOJIOWL •.wt�.,l •aumitlma •mwf•+i > a •mBr+tfe.i i a i �M� wrt wpt Toast Top q0O 1408 woe .09 wW fill {fleogMetlBttpweds•JyepWo110y1513 �( + 8+ee�WPBet BuNet10 Wgol ttWlaii V6 3-MV1 TA3LE 1025 M411IOD C4900111Y Table MMM W+e e> t(ta7�18R11Goae)-CvejftoHeIBM( m1NTmso) sour solo mm 5915 Wm In 14011 lain lob Rem Tmp7daly. Rommyw I Tte0711M Reo Raolowrot 1 Rmtmgl0w Txtp7denp. Reotwwt9a4 I 11ft"'a Ro Tia w3no.. Rttt 10BpJ7dmp. Rtlelmbp9m 7x0716.0 2%82.W Loamns tm6np IAa�@9 Loft Is86• Loft !aft Lsa&p 125412x5 2aaat@ uaft 14.815 twoo• 148481• lm&q Loft 804169 Ioaakp 4e 61 TA0 s'25 176.0 f,im 170.0 744 1 1740 ale 970.0 808 176.0 208 I 17x0 097 1740 an 170.0 ,116 17&0 01 170.0 ,9w 170.0 491 170.0 I'm Inc off 170.0 17M =A 421 170.0 1985 lao am 4e81 970.0 709 1=1876 170.0 0060 I?Ul 890 lino M Mo 690 250.0 1133 17a0 am Inc 1976 170.0 a" 100 tan IM01 625 1760 1700 Inc 625 JIM 1088 170.0 M 1760 2WI MAI 080 86674(n 170.0 747 170.0 889 170.0 888 170.0 01 117&0 10M 1740 889 Ilmo 1ma !781.0 773 170.0 1310 170.0 747 1 170.0 1490 170,01 70 I 1=1 1708 170.0 748 IMO 2092 170.0 = 1760 23H 170.0 780 "In 1760 787 Immo 019 Inc 80 170.0 881 lino 1118 17&0 764 JIMO 1776 1IM0 803 170.0 1436 170.0 637 1 170.0 1696 170.0 886 17U 1913 Mo 09 1760 ,7781 170.0 Of 1760 2550 170.0 861 W 00 in 170.0 088 170.0 701 1740 1089 170.0 707 170.0 1700 770.0 we Mo 1417 17025 964 1710 106 1740 993 170.0 1771 1760 1085 1760 2145 170.0 mW 170.0 7670 9760 INS 170.0 7883 I= 1069 0961 1760 980 170.0 745 =0 life ,70.0 080 au 1n 170.0 1000 Inc 1488 I= 1018 170.0 lora Mo 1078 1740 180 1740 1172 170.0 = Mo 110 Ina 23 170.0 1171 1760 9976 1740 1171 � 6881 17025 974 17025 780 170.0 110 1760 008 Inc 1360 t70.o m0 memsvino 1003 170.0 170 1760 1'10 1760 ,918 17&0 1710 1740 098 170.0 12M 1760 777 17025 INS IMI 3117 1760 INS Z 7YIn 170.0 t= TM 08 1760 1778 170.0 056 17025 1488 1760 1148 170.0 1700 170.0 170 170.0 1013 t�a0 1318 170.0 2124 1760 1987 17025 2 170.0 1408 MO 70M 1760 ISM Inc 3400 Inc 1560 z ea ." df 170.0 W7 170.0 1848 1760 1060 VU 1625 1710 =0 170.0 17M 170.0 1579 170.0 7010 170.0 091 va0 970.9 1740 1566 R0.o 202 170.0 180 Inc 5140 Mo 104 TALO 880 170.0 Im � 78619 Inc 196P 967 t70. Imi 110.0 111e 17a0 left 17025 7780 17025 7802 170.0 130 170.0 1077 170.0 1474 t70A 2402 1710 104 170.0 2= 170.0 VW 770.0 8273 170.0 1777 Inc ow 1760 1708 N a- • 806y 170.0 1Me 1740 Ola t70A 0564 17080 a= 1740 1556 170.0 4008 Mo 2176 170.0 less MA 101 1960 1790 1760 088 170.0 1918 1710 8108 170.0 MO 10.0 3413 170.0 2278 1860 $013 1710 23M • f70A 1 1710 1700M1434 1760 1908 170,0 10.2 1TQQ 4267 170.0 1704 1740 7e0 1740 1089 17025 2808 170.0 9085 1640 8908 170.0 7808 187.9 31W 18&8 7470 940.0 8108 181st 7{08 yi • 108 d1 170.0 106 970.0 1408 18o 7768 1007 77025 7231 170.0 1870 1TD.0 2856 17110 7078 161.8 7711 170.0 941 140.9 1181 18125 4308 1788 7781 7444 2211419 JIM 10.9 2736 917 2781 10.81 2100 t� • ,t181 170.0 1898 170.0 9454 /7a0 1908 1760 170 1760 7253 170.0 1809 170.0 1821 tmo 2149 101.0 WS9 1825 9266 190.8 2859 410.4 9718 179.0 was 1784 210 97.e an 1161 2108 064 2892 106.8 7008 � x Ll L • Inc 1 109 170,0 fa0 150.4 770 10.8 1891 185.1 am 1414 1914 1141 7= 12/.7 1856 1061 720 1161 19W 911 47ffi 960 1877 77.2 770 08.8 /088 07.0 � B1A 1856 � 0 SM" gal It" 41445 1 A1"W 1425 994 1681 81.6 1407 767 1884 047 199D 89,5 9564 77.9 1879 56.8 1684 667 130 69.1 104 B&0 1990 447 1874 967 1808 861 1084 444 1ZaS 4 N I /M7plarCepaaHyrabte ) ANCHOR CAPACITY ADJUSTMENTPORMUtA ANCIIOR CAP.,,s-:0449: 2 0.40130 9..Bt ConO. 11044• ppm 12141 w (DP®)X C ,aANCHOR CAP.,,, • ••Page • Axetl�r% %eros u ft w vin•1900 fta= end 415•eroo udeam w 1'udmm w 0.e 1640 vw 19w w N Mrn mew 919 8mm an eaa MULLION CAP.,,,- •••••it UMOM AW80dw 6818•(08 9Ww(NI 8aewoM USE THIS FORMULA TO OBTAIN THE/ CHOR Gape aur r atJr 3.178• r 2-ar r 2•vr r aua r oar 65r o 99r CAPACRY REQUIRED-SING TO AN • ,a64 I-Ow t1w taJr r ,-w 1-104' 1-w f-u4 1-w 1-104 r tare -14-v axle q ACTUAL PRESSURE REQUIREMENT FOR THE 569 a. o.0. 0.rme un 456 100015 225 94 20029 38668 lap W me ft Gums IW013 ago OPENING,WHEN R IS LOWER THAN THE M(A LION 0 LW WoWW CIO 3p 7199» 7064 moria Limas awn iN 560013 70663 u0a13 age 11069m 238468 X64 8m 68 1370 CAPACITY MOM THE TABLE)OF THE SELECTED 8A6abws 171Mf•,O.0./•AdUdQbffli4T 11e068 100013 1010108 2068 WA WA man WA 10064 WA WA WA 10664 f0M2m 224064 MULLION.IT WILL YEW AMMOAIMANCHOR 4A =@VW1. AtgeCUp4ff8} WN75664 75668 8068 1560813 10080 6m an aeon» WA 78004 Weis Soo 813 2886168 Gu613 40513 11068 CAPACITY WHICH MAY BE USED TO QUALIFY 8 AIm8ae rMw.aa/0!248258018 Qom tl'8} 155608 156008 130104 3106m amara 1 1080013 11x12• 1104 181004 187268 t7e068 5678713 1504184 168064 224066 ADDITIONAL ANCHOR OPTIONS FROM THE 17 1.6'20x.D.O.J 225ArAb M 18Mas 71006a 1460188 ON Mm3 A WA 10120806 WA 1600.4 WA 31825 WA 19064 low256004 ANCHOR CAPACITY TABLE PRODUCT! atIOm 4 Anotias 1.94'Mro.0.0./LLQIp dao 1JrAdep, /225 WA WA WA WA WA 1825 WA WA WA WA WA WA WA 4492166 8 AI•110ta 0.8r 8610.G 2 LLt71µd0o 1re'A8a0.ft 1225 WA WA IWA WA WA WA NA WA WA WA WA 5600. NJA 7896 dm Imo-2.000'-�•IBWIdHMCWG �t 7A1•TmOs 0.W'A60.0.QlPUf'pQtm. 80066 98004 man 00181 10768 12567 708 Om 88469 74008 48808 a0w 1102 Win 874088 42008 4064 156416 0• 4APphas 1.7rM%(LQ'FQIpff I1q 56068 7ma13 56068 128864 WA N!A 47064 WA 0368 112068 �Sa 82514011 ......1IJJJJ t1t?UREt: FftX=2: FIGURE& PXkM4: PXnM8; FIGURES FIOIIREtQ FxRIRiEIf: TABLE NOTE& • ee o • se • • oe • • eo • o• ee • 0101 • 0101 ��`�.0`.•"" F��i O eo O O oe O O oe O • eo • •o •e O oe • oe 1)SEE 8FEET 1 FOR INSTRUC160N8 ON USING THE TABLES AND SFEE1`22 FORINFORMATION ON �� '�;aCF.97SF�'••,'P LOADING.SEE SHEETS 2.4 FOR GENERAL.NBTAU ATION METHOD. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WMM IS ALLOWABLE S. 'Tk: p(p 58705 o e e o o e e O p e o o • o o • e• •• o e e • e e 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE MR EXACT D ION%SEE SHEETS 1820. O o o • O e o o • e e • • o o • •o •• • o e • o e ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES,HOLES MAY BE DRILLED - iC FTtiIIiE& FtOl1AE T. M THE FIELD FOLLOWING DMIEN8IONS SHOWN ON SHEETS 18.20. 110.1 F6:111RE& ANGLE 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLDW AND GRDUr+1U. D 0 • • • • • • • • CUP CONCRETE BLOC(UNIT(CMU)SHALL CONFORM TO ASTM C40.WOOD SWILL BE PRESSM TREATED O,(� p.:G= (ROURES YELLOW SOUTHEWN PINE WITH AN 80 OF 088.ALUMINUM SHALL.BE 8089.78 AND BE A MM MUM OF.128' F STEELXX i OR4�.• • • • • • • • • YU6 SE BE LEAST 1 ICK AND Ate.AALL ANCHORS NM METAL SHALL STUDS TO BEA MINIMUM GRADE 33 AND AW MOM EXTEND AT 9LEAST SCREW STRUCTURAL�ro • • • • • • • • USEDIN THREADS BEYOND THE MATERIAL rx1111xv t A.LYNNA4�IL�ER.P.E. PARS. MULLION FL P.E.#880708 TABLE 11A MalOon CORNORY Table Openbr8WIr191(forrmEaaupapa mWkm)orOpenbB�BMKar fh'NP=ft m98on$) win 00In 70 In sohk solo t9oin 120In 14061 teo61 _ T Milena 7 T OB• " dm. r •wnftm. il x.2r Alum tm•ro tOmWq laee6q Int t4ad1n4 ft Loe&117 Lo-l• 1.4emn2 Lmmnp baAro L �x TwNMuo $ 1 1, 1 1 1 h h 1 1 1 h a I � 1 1 a 42In 144.9 828 W.0 498 1202 628 148.9 4" 1098 •= I3&e 414 80.1 878 180.8 411 80.1 048 194.1 411 721 = 180.1 411 e0./ 62N 134.1 411 MA M 184.1 411 48.1 828 INA 411 48b 86.8 403 10&0 .999 $a6 408 80.7 8&0 403 8&4 MA 80A 403 81A 817 89.7 403 WA $f6 488 409 78.8 814 40.3 403 768 914 34A 408 Ida 814 902 409 T68 914 in 89.8 882 81.0 801 89.8 w 78.8 7N4 868 889 718 782 81A an N72 '488 48.7 982 84.6 284 412 982 88.6 288 34.9 882 B&6 488 22.4 889 868 289 267 982 89.6 498 •g 8410 $7.8 $10 74.1 487 88A $18 84.2 281 468 318 9.7 288 424 818 88.6 989 $7.7 318 608 260 3$8 918 4&6 218 488 $18 4&1 248 24.2 918 461 208 212 318 411 209 $001 49.8 M d9.1 M 412 21 48.7 214 86.8 269 4a7 249 90.8 288 972 207 97A M 80.8 400 24.7 28$ 88A 203 20A 288 922 = 177 2M 892 201 IU 288 822 201 (/) e 83 p1 447 294 488 ZW S6.N 984 .99.1 796 80A 230 90.7 102 207 284 31.8 189 2&7 284 20A 188 21A 234 260 184 17.8 234 NA 108 16A 284 268 189 19.4 234 M:6 188 69M 972 213 aN.4 1e9 81.0 218 337 176 28.6 91$ =A IN 932 918 2.0 179 208 219 28.1 970 1&N 219 237 188 te.e 218 24.2 1w 18.$ 218 220 Ie$ 11.8 913 22o t9a � rn� 726. 468 179 3&1 1� 2" 178 28A 189 20.4 178 226 NB 17A 179 20.3 147 188 176 187 $0 7N in 21.3 1!t 140 90A 161 21.8 IN 17A 181 18.0 196 '162 161 77.0 139 786r 921 1� 188 198 in fag 191 18.1 1Mt 17.5 178 r.. • • • ANC R CAPACITY ADJU81'MENT FORh1UlA: � • •• AluborCapeoltir Table tom) ANCHOR CAP.,o,e, • 788•arete BBtCam Ha80*CMU Fmcm PTX 61�t (OP-)X�MULLKX4CAP. )aANCH�CAP._ • • Am t I�JaO t4tw4an tar Eio01Jft 1 1W8 M0° ffi1N•91m 10rmw tar Eko 'a w erre•Elan uo 8N� eta mw els ama 6148t d STA W 43 ArmitorCoppebm 146a0ra A IAt"om A SwW04 m same" USE THIS FORMULA TOOBIANTHE ANCKOR •••••• Ease avr r av4 alar r 2-w r r 2A/r r 8a18r r a� 1N4• maw CAPACITY REQUIRED`�G TO AN � K Q V, 1s/4' isK' 18f6 a tAI4' 1-U4• I4J4' t-1r4' -_tw 1.9x4" r Isar 1$18° {eee rate ACTUAL PRESSURE REQUIREMENT FOR IFOs s•m60. 7 1 7800eNAM, 8�em 1 We 18988a 840 mm I 09A I 78o8r 7984 Bm 840IOe 1 OP Moe,WHEN ITI8LOWERTHANTHEMULLION .- ••••• • •••• CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR •••••• • • CAPACITY WHICH MAY BE USED TO QUALIFY :*Goo: ADDITIONAL ANCHOR OPTIONS FROM THE • • • •••••• ANCHOR CAPACITYTABLE. • •••••• •• •• •••••• •••••• •••• • • •••• TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR NFORMATICK ON WADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, p9rIthIMB�lide FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WWW 18 ALLOWABLE. � Asasp�lo9No 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS IM law ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY 13E DRILLED N 2.115' THE FIELLD FOLLOW WG DIMENSIONS SHOWN ON SHEETS 18.20. ANGLE CLIP MUST BE USED IN PARE. 12r 4}SUBSTRATES:CONCRETE SHALL CONFORM TO AC 3018PEK:IFICATIONS.HOLLOW AND(#tOUT.FA,LED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C40.WOOD SHALL BE PRESW;IE-TREATED 7 %% pN� ••... YELLOW SOUTHERN FINE WITH AN 8G OF 0.88.ALUMINUM$HALL BE 8083-T8 AND BE A MINIMUM OF.128' 1 �� r'JG ``^E'''• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048'THICK(18 GAUGE}.STRUCTURAL STEEL TO BE AT 11$'X211'X.128 A&A1K99 :' LEAST.12r THICK AND AS&ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (NIEGRAL FN M181ION) *j No 88708 THE MATERIAL. OF FL P.L#88708 TABLE 12A Mason q9LMW Table tgt O"nMg Wk10 Po®r 9NaI nAftM)o70Pe1BItg Hdght(fm 1 I 014posiftnuXam) �3 50In soh 70 In eek Soh laoh In in 140h 100W $ T�r9,mm. "o. '�MAan9. 71e1df4•p. Ta¢dmmlg Ta•riaw•. . DEG.AL tawdry L4e� la6dbp Lseor4q toe8n9 LmOnO Laedre LaeRn9 L1"Ot• Lae•rm $11 tp -ft Loa•tq Laes6q tmap9 LetlnB gat g Z rah 170.0 B!0 Me 496 1740 740 1-1478 170.0 eM ,70.0 1740 IN 170.0 1119 IM I IM 1740 i2W Iml QQ7 JIM 140 1740 621 1740 1736 170.0 821 1461 ,710 1740 871 Q 4810 Imo 708 170.0 ®1 170.0 680 Tr0.0 04 170A 982 IM 880 1740 ,195 mol 691 170.0 am ,70.0 87r 1740 14V 110.8 eM IU2 1622 lame 880 1846 ,672 I= w 1t" 1822 ,70A eeo 60.8mh 170.0 717 ,70,0 6891740 888 ,740 991 ,70.0 1008 1740 690 1740 1'836 ,70.0 729 170.0 1906 170A 747 U42 1449 1740 768 1899 "a ,70.0 768 1,7.3 1048 1740 788 1028 140 170.0 768 � W 6464 170.0 797 170.0 812 Inc 888 1740 891 170.0 11% iml 764 170.0 1278 170,0 608 te0.4 196',1 970A 887 144.9 13M ilOA 868 1248 1869 170.0 881 108.1 1969 170A 881 80.2 1969 170.0 891 Mh 170.0 886 Inc 701 1740 1088 1740 7W 1WA 1201 170.0 978 lal 1218 1740 90 1269 1218 IMS 888 1149 I= 16'1.1 M 87.4 1219 1461 913 69,6 1218 148.1 918 MI 1218 148.1 918 89in 170.0 9M 1740 748 ,740 1118 170.0 880 160.2 1160 1968 995 151.4 1160 168.0 814 1168 1160 141.9 MB 1061 I= 184.2 885 879 11160 1267 Wt 761 1150 =2 = 867 1180 Im 870 Mh 170,0 W4 170.0 788 1614 W48 1669 881 190.8 WOB 148.8 884 1109 1049 136.1 8M WL8 HOW IMA 6!9 81.4 1048 1140 SM 782 1009 1064 821 869 I= IW2 818 W.1 1008 1062 818 z 7261 140.8 Ir 1479 784 IIIA 8M 1260 748 1048 = 1108 794 BBA 8M t00A 77a 782 8M 92.0 712 70.4 880 862 705 0.67 880 762 648 8M 786 888 oAo 880 784 8M 780 1167 7p •251 4M0 M.8 78D 1064 878 866 780 858 M9 74A 790 Us 6M 88.8 780 769 949 ftA 7M 71.7 8M 499 780 96.1 M 42.8 790 88.1 9!9 VA 780 619 et7 g r, 1188 82.8 7!® �i 804 70., 7M 869 834 M.4 760 71.1 941 819 767 70.8 sit 0.61 760 86.7 8ry 462 760 aaa 884 868 760 662 BM 84.8 750 866 880 Q • 900A 721 6M 74A2! 941 %M U 4M1 M.5 6M 849 40 481 = 49.0 478 40.1 M 44.4 488 99.1 6M 408 488 M.0 50X2 462 268 M9 55,3 446 229 EM 919 442 Z •• " M.4 81.1 s049 41W 486 61.0 496 42.4 40 44.8 427 37.1 4M 98.s 421 960 40 361 418 29.7 486 952 409 24.8 496 :AI 400 2U 490 •48,8 394 lad ,= 250 380 �eeyvv • 906In 41.7 890 30 30.8 �,� 949 268 861 81.1' 942 mt 991 279 W 252 881 24.9 985 40.9 891 22,8 829 17A. 891 167 821 /4A 891 179 .41E 41 111 h 964 970 89.2 996 ffi0 390 V.6 370 268 826 20.o 870 28.9 9m 21.4Ll LL 970 229 as 162 870 20.9 In 180 97'0 181 806 � •� imh 90.4w W 2M 263 817 260 280 21.7' 917 21E 280 190 StJ 18s 278 188 917 17A 278 Yox+ 17.6 1 0 0000 SIR TAM ft • • • • 0000 Atmnarcapaa�r TabM Qba) ANCHLNL CAPACITY ADJUSTMENT FORMULA. 27600 a 581 Coro. Ia00w 7x660241 ww (D!®)X(MULLION CAP,__)-ANCHOR CAP. , kw1• • MULLION CAP.,,,.,.. 4�ekM MWW ur Eloe W=W end 9Hr emetkem IIP pro 1 ,rr sse w 6H8w Ebo 1!4.95 eos 91910w 612-tea e129,"a USE THIS FORMULA TO OBTAIN THE ANCHOR 00 s • •• ftweaelar 1 A99a"w aww("ft w("Saera* CAPACITY REQUIRED`CORRESPONDING Fd2e QnT r atrr r aur ays r avr r aur r aur r awe• aer aMr ACTUAL PRESSURE REQU FOR THE 1 + +1• � r 1•trr I•ur I•ur 1•'ar I•ur 1•,!r r t-u I� w (wee rote4) OPENING,WHEN IT 18 LOWER THAN THE MULLION • N6t �� ty Moms WOO SWWS SEa9• 7400p 49eroe 2• loam" Meas 4024 6M&" CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anda98®5861Ld0.Q/QH21tdAt�et9ps(Rm. 780&4 7M m" iM&6 1870&6 2628&8 5WtM wells N81 110&8 =on SW U39 2364&8 6MOf 800&4 ,Nome MULLIC7I.ITWILL YEW AMINIMUM ANCHOR sAroAora®27rA161. AidetSsft lima" 1100" o9• 2 Me 2048• 8409• HitA IaMm" WA 19m&s WA -95-ma 1260168 imus CAPACITY WHICH MAY BE USED TOOUALIFY ADD=NAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITYTABLE. PRODUCrREVISSD TABLE NOTES: vftdwrbdla 1110 j 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. � ) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. B FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR MING WIDTHS 6 ALLOWABLE. tt1 L H I I I I i rrr 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1m DRUM .12r • • • • ALL MULLION CLIP$MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DFIN � `P THE FELD FOLLOWING DIMENSIONS SHOWN ON SHEE73ISM 30° � vtcFNSF 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 9018HN:CIFICAT�IS.HOLLOW AND GROITI'+TLLED * 8(0.58708 FIGURE s: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 04ML WOOD SHWI BE PSE-TREATED • • • • YELLOW SOUTHERN PONE WITH AN SG OF 0.86.ALUMINUM SHALL BE SOM•78 AND BE A MINBAB6 OF.126' •O': all THICK STEEL.STUDS TO BE A MINIMUM GRADE 33 AND.04r THICK(18 GAUGE}STRUCRIRAL STEEL TO BE AT Xr t I� LEAST.126•THICK AND AX ALL ANCHORS INTO METAL SHALL.EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL r,, ONA1. ANGLE CUP(FlGURE81-3)MUST BE USED IN PAIRS. A.LY8IVIM HILLER,P.E FL P.E.# 708 TABLE 13A m518ton Capwfty Table �fAi OpeningWkft(fo -A-)-OpeningHOW(for rtumms) ce�Y Wm am 7014 1 Som Som ta9m min UO In Isom Lamft Towli um. Taet111ti•g, Tng *040. T1a9/fdm•. Raot•q� Ta ftw T47pf roam. muteft Tieprfdom T4m"mm. Wei 7Aa9/film•. �q .4.28'48 � Lam 1.0a 19 L-ft lmab0 LOedtrq 0.004470 L..... uses t9ea I+" Loft L-" LmdtnB W mftwl DMAL Info Imo m 170.0 W 1X0 7164 175,0 0.78 Imo 886 Me 606 Vao 992 OW We 170.0 Ila Inc 631 me aw lmo 641 1709 I'M Imo 621 170.0 "35117M 631 180.8 1871 170.0 621 O 4810 170.0 706 I Imo 694 1X0 847 tm0 684 1740 170,0. 080 tXa 1166 1X0 681 1X0 1776 imo e77 1ra0 1417 t70A w6 185,7 1887 Imo e� 140.9 169 RICA ee9 1228 189 170.0 M 9n626m 1X0 lar IXo 170.0 858 Ino 651 1100 1006 1740 884 1m0 1186 Mo 726 Imo 1848 1740 747 Imo 1404 imo 7W 147.1 1667 1740 768 1241 1552 130 760 1144 102 1740 768 6410 Me 7w 170.0 612 1ra0 968 1740 961 ima lite Mo 784 1X0 12M 170.0 608 1X0 1460 Imo 657 165.2 IM 1770 888 MS 1466 tra0 601 1148 1455 170.0 861 55.0 1466 1X0 861 sell 1ra0 9M =A 701 imo I= I70.o 787 170.0 040 1740 879 167.1 I= 770.0 904 158.7 1509 1709 986 176:7 1808 tea6 984 04.8 1.908 167.1 882 88A 1808 147.1 882 78A 1809 167.1 982 6510 imo ON I70A 745 1100 1118 170A W 1828 729 170.0 900 1426 12P INA 986 1267 1247 1629 886 Me 09 1442 952 86.0 1247 1862 996 '61A 1247 198.7 = 71.8 120 =7 896 8610 170.0 554 1740 789 1X0 1169 Imo 808 11414 1180 0n7 886 178.9 1180 W$ 946 IIIZA 100 188.8 828 IOU 1190 1284 914 e8.8 1190 Iles 888 1742 1190 1161 888 809 1190 1181 WS 7210 161s 1010 789.8 877 781.7 1010 u4.e 869 1164 1010 127.2 8167 101.0 1010 114.7 855 888 1010 1066 617 as 1010 988 807 VA 1010 me 785 877 Ism 87.0 780 a" 1010 87.7 789 7810 7974 9� Riae M9'2 114.6 901 1720 776 861 906 107.1 761 869 ON 962 749 las 908 812 747 867 801 829 720 VA 806 74.7 70 0.9.1 808 71.2 770 429 908 M61M � 4 • 127.1 764 1W.B 1 788 966 881 86.8 7Z8 79.4 661 866 719 768 881 810 708 868 881 78.4 084 660 661 68.1 981 45,4 881 00.11 816 f.7 861 69.7 4 8010• 827 M 86.4 554 969 As 'M m 1181 60 629 664 61.7 648 661 646 4" 00 649 697 41.4 696 47.0 00 SIA 808 41.6 619 no 046 962 011 26.8 646 88.8 DC7' mQ • •�� 7 se6 rat 818 o" so 86 408 46.7 ON 51.4 491 426 666 464 468 87,9 eIN 41A 478 SOLI BW 81.1 470 264 = 69.4 455 20.8 = 876 492 21.9 WB 267 49 � teem 0.7.6 447 405 88.9 0.69 842 449 867 883 26A 499 81.7 ee► 766 as 78.6 962 tae 0.99 261 8" 20A, 449 227 171 449 20.4 861 16.0 148 169 ON 11110 44.1 •2 46A 986 426 479 879 81.6 425 ado 979 17A 026 261 887 246 426 262 887 221 4Z8 240 8W 184 425 20.7 NO 168 425 186 949 f7 • 90.9 X0.6 351 281 880 4ka6 928 20.9 881 28,8 821 81s 804 72.s 917 iQ4 964 788 818 77A 880 187 908 11♦ ne LL TABLmp A • •••• ANCHOR CAPACITY ADJUSTMENT'FORMIILA., • • • • •••• Alfebor Table(tbe) _ •• • 9.mc c w& Meow cmu FIN c mu PTwood metal (Op-)X 87ULLtON CAP. _ANCHOR CAP._ • • Vk \ SW pN W SS ESN 6718•Em0 Im ss moo ete 8tael Mew 91200.07 4A8dW�pPaEe9ro • •• • •m•0•'EINtA9Naa 114`QNUmallo 1b" 810 6bolDae40 VC DO AW0a� Uftn- A Smmfm sew sww(" USE7IGINFORMULATOOBTAIN THE ANCHOR tmY r 2•U7 r 2477 8•U6• r 2A7Y r 7177 7 8Ur 7 749' 0.64' OA9r CAPACITY REQUIRED•CORRESPONDING TOAN •• ACTUAL PRESSURE REQUIREMENT FOR 14W I-w tarn r 1-U4 1-Iw 1155' 1-014` wUN 1-Irr 7 Vola` 1.919 (WerAW4) OPEBIWt3.WHEN IT18 THE MULLION 0 1 Ir6o W0. 70. 468 1 Worob CAPACITY(FROM THE TABLE)OF THE SELECTED 4A1a7m•A86`Hm.49.Q1mz 06"ft Mlbs Mft ME wroms Mows Sams NOR* p41 ttl00• 88110S Mbs 2N4the 862e�b 8109• 112004 MULLION.IT WILL YIELD A MWIMLIM ANCHOR eAnohae@27rL96o AogmCips(FB 1940168 11200s WE tee 220& 2?daVe WA tan toWm9 wA 18700• NIA 971106 bre I=Ihb CAPACITY WHICH MAY BE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT RBYI3HD FKGURE1: ANCHORCAPACITYTABLE. PRODUT1 RUVISB P1oi6 TAME NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR 9NFORII6ATiON ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ACTOR OPENING WIDTHS IS ALLOWABLE. \111111177 S)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE BHtEET818•E0. • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOES.HOLES MAY BE DRILLED IN 128` 48' ��•2 '•. THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS IM. FIGURE 3 4)SUBSTRATES:CONCRETE$HALL CONFORM TO ACI 3018PECffICATIONS.HOLLOW AND GROLMFRLED &2Mr *? No.68705 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED k • • • • YELLOW SOUTHERN PINE WITH AN 88 OF 0.88.ALUMINUM SHALL BE O63-T5 AND BE A MINIMUM OF.128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048`THICK(18 QAl1fGE}8TitUCTIJftAI STEEL TO BE AT 'O a Lt C LEAST.928'THICK AND A38 ALL ANCHORS INTO METAL SHALL EXTEND BAY • THE MATERIAL MULLION iOi� ' .FLORiOP•'Gi�r� ��5'•. • �� ANGLE CUP(FIGURES 1-3)MUST USED IN PAIRS ...... �.,01ONAL��• A LYNfiit lUtjt,P.E. FL P.E.#60705 --� 1.000• r.- ..� ,.oar• �-- rt.aflo'-� I--1.280'--I -. t.000" f-- -1 1.000' aim 2r .128" n 128• 27%r ZIP Sr .1�' &I .126" 5188' �K 20ar 2F 128' .128" .128' 4' .Z88' 2118' 376' •�sw .6�° L .12r 7 T Aw { 4 1•xrx.125"UUWON 1"X2X37rMULLION PX 2.?r X.3W MULLION 1"X278'X.880"MULLION 1"X3.126"X.FMULuON 12rx8.1s'x2wMULLION 1.2VX211'X.128'MULLION K SCWTBALUM 8003-TO ALUM. 8083•79ALUM. 808378ALUM. 80&9�T8AWbF. et�t-TBALIIM. 6 %SECTION %SECTION XSCCTItNt %SECTION %BECKON X-SECTION X411SGI ION III N • .128' {�{f+.1ffi° m Z U-CLIP -1 I►.t28• TABLE A S,I, " 8081X41EC� Mmendon Value M) ForMuBian: 20003.78 ALUM. t ANGLE CLI. A 1.4126 Z �� i • j)T I XSE TION 21 2000" X•SECTION B 2.654 1'X2"X.12Ir LLLI • •• I 1�' C 0.81 1Uun bum •••••• • • • .128° P TubeiNuMan V • •••••• T-- E AWMh •••••• • • • • • • • • II A 1.128 • LEE B 2.404 1"XT X.37fr `. • • • -y•E1R .378• C &638 Alwnbwm r • ••• re MIN. 40mr 598 MIN. �e.� 378°MOL D Q4f)0 Tube Murton • i Ute, •••• • •••• EA &� g 1.18`•x•••• see • A _ • MIN. i114,4 /J • t •• A A z78Mt9lXldrlB - - 1•X278°"X . 0.812 C a767 .378 Abtmintelt •••••• •• •• ¢ `i•••••0.312 M' &wrWV D 1.118 TubeMugfOn •• i •� �i •• 2XBANGLE CLIP E .480 MIm •i•••• ••••TOS ALUM.••• i F � A 1.312 1°X278•% • __� B 5.000 sees 398°MIN. U-" TABLE B C &478 ' At m*m t•X�8.128'x.soa• POTPert# D a83S •ubeAt , 1M10DUcrREVIM 6• 376° MULL ONLY.8HEET9 Mull Olm mlon(Sheet#) E .460 Min. ly�Iftwaft 376" ._� MIN. E TOPVIEW MuUlon Std.Cup Offset Clip LLgip An81e A 2000 6 mwwq' 1"XrX.125'(5) OW13M 6MHII8M 888Z43M 11M B 2857 1"X&12WX Aa OSNo 'D O ,to i PX2X.378"(8) 88 06 M114M tM81i11BA 0=44M MUM C aHBi BWAlum 1.18° D 1.137 Tube Mug ma1p I 1"X 276 X.378`0 88807 888116M 6�112A 80824M1A e191N E .48D MIL 1111 I t l t t t 0312 B 398"MOL 1"X275'X.6"(S) 8 6e11eM OM121M OBS240M 868814M i� U•CLP A 28� I 8083 TeAtuM 1°X31X.800°(� 88e17M71t8NA9114M �242AA 1$IA B 32 1.28°X3.1 ° D t at 125 X3 i88"X.2&5 (12) 88841M S81117M 8881113M 888241M 18M C &882 X 2�Akan t 58706 *' T�+VOsW12 28°1 X 211°X.1?b°(18) 89370 WA WA WA ee8617M D 1.751 Tube MUD _ E E .480 Min. OFFSETC4IP •1 NOTF'-- 1.26°X211• (iSallt �t11 8(183TBAtUM A 1.813 !21°Alum �� T .740' 1)ALL MULLION 00+8 MAY BE FACTORY MACMM AND CONTAIN UNU8ED HOLES.IF NEEDED. HOLES MAY BE DRUM IN THE FIELD FOLLOWING D1101ENSONG GIVEN ON THIS SHEET. I Tube Mug ��CS+''••.•. rl��. 2)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOM A.LYNN mu.Lerc,P E. FL P.E.#88706 --j 1.000• 1.000• r 740' I 4.000' 4.0Xr 2.000° 9�' 212r .!�" ai,-ir 28' I 2.000' d 1 128" 7- I 1�' .126'J L Z � STANDARDCLIP u-" WANGLECLI p .126' 6063-TOAUAL GN3-TBALIM $M7GALUM. 7 X.�CTION X-semCN XSECTION I.XCX.126° 1'X4'%.378' - 2 m wL MULLION MULLION -50V ILI 87831x - r_ AT6X-SCTI X$CndJ MN. DETAOF.SHERT42.801s--- C MIN. - .1 II Aw 7 • 1.16'� I h zAr • . �031r a 031r UK • • ••• L . .• O.G I I IL �. :••.. LLL 6128" • • --- --- F Q U • • • •�I'Imo' •• •• Q + Q 2.71•MN.MC • • ' • • I Q Q Q (SAY MLILL8) •.• T' • •.•..• (�' MULLS Q onr • • �� I • • _ '� ••.• aTANDAROCUP utxlP 2XBANGLEfUP •....• 6OW40 AUAL 0083-78 AM I IM M3-T8 AUUM. • • 146V ••• TOPVmw MFORALLr TOPt!EW •.•..• ! • '12r.• ••• 0 11 6 TABLE C •• •• .13 ~� 378' Cin andon Yalaa On) For MuSion: •..••• ..•.�• • MIN F 5.887 •.•,• mlm hAIN. 1'X4 8° 128• 46• 'X.12 I 6 1.000 AWM M (� W. H 2.680 Tube MulBan MODUCTRWASED O.G 0.917 F 3.187 1'X4 X.378° aea tPo°wtm Flaw 4W SAY MULLION om9.Teeftcaft 3�0' 2.2 B0 I G M787 Ah6Nmtm X4;r H H 2430 Tuw MummL Q I Q F 2.813 Bay Mu0 113y ;gQ F 2875 BayMuqI--981•-I , �'� 126°V TABLE D .`.4;o c •'Y'��'� 740' Mun lxmemt t PoT Part# met#) MWBon Std Clip Met C VAP Artgl.qip _' 68708 NOTES: _ SMS-TO ALUM, 1'X4'X.12r(10) 89 4 666111M SM122M 866241M SSXi8M i IY 1)ALL MULLION CUPSMAY BEFACTCRYMACHINED AND TOPVIEtAt rX4'X.37r(11) X10 SM12M 61123M eSSbI2t 81=19M �D�s.a I e :�1 CONTAIN 11PN18ED HOLES.IF NEEDED.HOLES MAYBE DR61ED IN �� ALORiOP•'C9=` TF6 FIELD FOLLOWING D6 N810IV$QNEPI ON THIS SllEE1. 30 Dog-(10) 88848 WA WA WA SM1101A ii�'�s •......• (GC�,�� 48 Degree(17) MW WA WA WA 868611tH �i�`S/ONA�- �,•• 2)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A LYII'WI0 tom,P.E. FL P.E.#WM TABLE E Men Dimension PGT Part (sheet MWIlon Std.Clip Wq(p Anile Cllp `�J"1�' £ ")F' .126• h 1�' a X Noll rX4•X.25(13) 8880Q tT1M 888271M 8885112M I a4W--4T 2 X5X 26(14) 88EIS4 200 680272M 113M STANDAPO CLPLLCUP 2X0 MOLE CUIP2000• � LU 2TSCWT8AUML 8083•TSALUM.SFT 1 I XSBMWN 2.000° X�CTtON II126• .126'1)ALL MULLION CLIPS MAYBE FAOTORY AAACfIIAIED .125AND CONTAIN UNUSED HOLES.IF NEEDED,HOLESMAY BE DRILLED IN THE F03D FOLLOWI40 DIMENSIONS GIVEN ON THIS SHEET. �---10 2) 2.4 FOR GB48ML INSTALLATION 5" CMTE 3600" CUfHERDTO & MIN SEEDT4� MI4 0 �`9.00D'MId.O.C. z I O 1.715 I 1844' I 0 81r + o g 02MW .. 4.C)0• MIN.O.C. 2888• O.0 aLLL � - -— -- 3as6•s0.31r3.485 IL'L MW.O.C.••...• 2;320" Q � • • ,q� • • •...•: .•..•• SEW 808d8AUAd, eoTOP I W KK ••.••• &5W uSEO POEtrx4• roP,nEW -s � CUT HERE To TOPVIEW •...•.~2.�i'�•-� •.s..• 375 3 SEEATE DETAIL E v MIN. • SDE OD4 F. 3.000' • • .• T4 � � • • • • .375 I ••• 1.795 1.844• I 0 31r N F�; MIN.O.C. I O C. p 1 s�oo' � mem rm>�m O str NBWdFm o . .moo• &�' e -—- -�-- ---- ��' - oma E * 6.438• � -�------- 6A 38` I 5.435 tttt l l l ' I ♦ i rXSX 28' 0 ! t� ♦ �1 k� I MLILUON 6083-TOALUP 1♦��'2:VCENSF 'gyp��'� XSBC ION '••'k O No.58705 o MId - ` 637•MIN.O.0 ;9� a !I + 6 2820 �i O STA � UCUP �i'�.'•.,.[OR10P; �(7�♦� 0003-T AUALSTANDM CU+ 8083-TOAU L 2MAMMECUP ��IjCss ��♦ 80TT8AWM USEDPOR2 x8• 80&9•TSAWM 6111 -0• TOP VIEW MUU.XNd.MEET 14 TOPVMW A.LYNN"P.E. TOPV✓EtV FL P.E.#68706 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WNDOW FRAME DEPTH IS 2-1ra'.THE OPENING REQUIRES DESIGN PRESSURE OF.W�PSF. 1OANCHORS CN HEAD 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,THE MULLION LENGTH 18 72'AND THE OPENING WIDTH IS 3r+32+1'=W.REFERENCING SHEET 22,THE COLUMN USING RECTANGULAR LOADING MUST BE USED.SCAN THE(MULLION TABLES FOR A MULLION THAT S AT LEASTTHE WA OMMME DEPTH OF 2-11C AND WILL MEET Oft EXCEED THE REQUIRED 6 DESIGN PRESSURE OF 4804!-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEW LARGER SIZE AVAILABLE. N M FENESTRATION FROM TABLE 3A.SHEET 7.THE Y X 2.78"X.378`MULLION(LENGTH a 7T,OPENING WIDTH a 70•)MEETS THE DEPTH REO2RED,H�11ER THE DESIGN l IRE IS#M8.3 PSF AND V40ULD q Pn�eTs NOT BE SJITABLE FOR THIS APPLICATION. s APPROVAL TABLE 4A.SHEET S.THE 1'X 2.78'X AW MULLI�1(LENGTH o 72',OPENING VIRDTH a MHASA DESIGN PRESSW E OF 4}727 PSF Y I EXCEEDS THE REG%1�YT8 FOR THE AY M Iv OLALIOI�1 OPENING AND MBE USED IN THIS APPLICATICN.NOTE THE ANCHOR CAPACITY REGUIRED OF 838 LBS_ j A PSF2)USE TABLE 4B TO FOND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WO(m SUBSTRATE BOTH THE STA40M CLIP WTH(4)#12ANOHORS AND THE 2X8 b LT ANGLE CUPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 840 LBS.THOUGH EITHER ONECOIA.D SE USED,THE STANDARD CJP IS EAGER TO INSTALL. rV SEL. 08TAttL. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PREF•OF MULLIONS OR FENESTRATION PR=mm VWILL ASSEMBLY LIM TB APPLY TO THE OVERALL .FINAL DESIGN PRESSURE REQUIRES THATTHE SMTHE MUL UON AND THE FENES RATION PRODUCT SE INSTALLED INAC(AEDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. a, N THIS EXAMPLE,THE DESRBN PRESSURE REQUIRED VM 4A=PSR.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSE WITH AN ANCHOR CAPACITY OP M LBS.ALTERNATIVELY. W NOANXWHORS INVIIIA WLU THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACTDEMON PRESSURE OF W PSF. OrJ' 0 (�PSF)X 524.91.88 (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) �1A THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEFTH S 24IB'.THE OPENING REQUI ESA00 � Ll DEMON PRESSURE OF+fi0.Oh88.0 PGF. r • • • FCR THE VERTICAL MULL ON: Q •••••• • • • 1)INITIALLY ASSUMING THAT 1•WIDE MULLION IS SUITABLE,THE MULLION LENGTH 1S 32'+72'+1'WOrAD THE OPENING WIDTH IS 38"438'+1'=73'.REFEIMIGING SHEET22 2 • • • • • THE COLUMN USINO RECTANGULAR LOADING SHAD.BE USED.SCAN THE MULLION TABLES FOtAMULUON THAT IS ATLEAST THE WINDOW FRAME D13PTH1 OF2-WA O WUL •••••• •• MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.0-88.0 PSE.IF THE TABLE DOES NOT SHOW THE EXACT BRE,USE NEXT LARGER SM AVAILABLE I.E 2:YULT8ILE bQILBfOPIS • • •• MLtLw TH�r ***see MO V�ULD NOT BE SHEET?.THE LE I-X 2.7 SXAPPU MULU. �GTH=108.OPENWG WIDTH-SMI-I=TS THE DEPTH REQUIRED.HOWEVER THE DESIGN PREF 18*18.1 PSF g Q • 74` ••• • •• •• FROM TABLE SA4 SHEET 13.THE 2'X 4'X.2O'MULLION(LENGTH=108•.OPENING WIDTH-W)HAS ADESIO N PRESSURE OF 4AJM.7 PSF V*DCH EtCEEDBTHE REQUIREMENTS IY Q •• •• ••• • FOR THE OPENING MID MAYBE USED IN THIS APPLICATION.NOTE THE ANCHORCAPACITY REQUIRED OF S71 LBS. • e� •• • 24 BECAUSE IT S NOW KWWN THATTHE MULLION WALL ADD Y TO THE WDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH S 38'+3'+2"=74•.NOT 73'AS PREVIOUSLY _ ^� s • • ••• ASSUMED.VERIFY THAT THE DESIGN PRESSURE!B STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY.THE vWINDovIr WDTHB MAY aE RI»uCED TO MAINTAIN ••• s• THE 73'DIMENSION(38-1/2'+38.11C+2'e73'y. r 2)USE TAME 08 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITYAD CLIP TYPE REQUIRED PORTHE CONCRETE SUBSTRATE IN THIS EXNrO'I.E.ASSUME THE POURED • I CONCRETE HEADER AND SILL ARE 8'WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8.CARE MUST BE TAKEN TO MAINTAIN THE FASIENMTS EDGE DISTANCE. • •• - ' USING THE STANDARD CLIP WITH(8)3MW ULTRACON ANCHORS AT JW EDGE DISTANCE OF 2-1k'GIVES AIV ANCHOR CAPACITY OF ION LBS WHpCH IS GTEAnR AND • gDHTAMJL UR/ValE, • THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBB. •4pt♦E{8M8 8H • LHW 3 • FOR THE HOROOONTAL MALUONB: MEWHT • • FOR •••• BECAUSE THE VERTICAL.MULL WILL BE A 2'X 4'X 2W MULLION.IN THIS EXAMPLE VI_WILL MATCH THE HORIZONTALA D VERTICAL AULLIONS.ALTERNATFVELY.ANOTHER MULLION TYPE COULD 13ECHOSEN. 1)THE MULLION LENGTH 18 38'AND THE OPENING MOOT 18 32'+72'+2'-108'.REFERENCMIG SHEET 22,THE COLUMN USING TRAPEZOIC NIMANGU AR LOADING MAY BE am*ftwhh*A PYrW USED.FROM TABLE HA.SHEET 13,THE 2-X 4-X.280'MULLION(6 LENGTH m 42',OPENING HEIGHT a 120")HAS A DESIGN PRESSURE OF 4170.0 PSP V*0CH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 821 LBB. RAam 2)USE TABLE BS TO RID THE ANCHOR TYPE.ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE IF WIDE IF THE 114ULLON CUP WERE TO BE CENTERED WITHIN THE S'.CARE MUST BE TAKEN TO MAINTAIN THE FASTENIM EDGE DISTANCE.USING THE 295 MOLE CLIPS WITH (4)3118'ULTRACON ANCHORBATAN EDGE DISTA19CE OF r OWES AN ANCHOR CAPACITY OF 840 LOS WHICH E GREATIS:,AND THEREFORE SUITABLE. 1n I I I R I r ANCHORCAPACITYOFS2I LB& Jaz I ar. . 0:•••.. ,� �. ygxpy --• F- -I�y 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION.USE THE SAME 821 CAPACITY OF LIS.TABLE LB FOR THE U{�S OIN8THE ANCHOR �� \C '.P ^1!I CAPACITY 181074 LBS WHEN USING 3 ANCHORS,WHICH E GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY RC•QUREMEN'OF 521 LBS.THE � � 1W OPENMNWWVtHPORVPRTDA1.MLt1--»I ANCHOR TYPE 18 A#12 STEEL SCREW. *: No. BS FROM THE ABOVE STEPS OUR MULLION DESIGN PRtS Uk +F84.7 PSF FICA THE VERTICAL MULLION,• 41.170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO CMU: 4170.0 PSP FROM THE 3B'HORIZONTAL MULLION ATTACHING TO THE VERTICAL.MULLION(NTQGECTBONj THE LOWEST DESIGN PRESSURE 18+W.7POP AND WOULDAPPLY ToALL OFTHE MULLEN8 ��.,•FLORIOP•�(��; VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FFH WMTION PRODUCTS.WILL APPLY TO THE OVERALL ASSEMBLY.FINN.DESIGN PRESSURE REQUIRES THAT THE BOTH THE RSIWON MO THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNNII�A`�rR P.E. AGYIOWITH TH THE INSTALLATION SPECFI moNS INTO RESPECTIVE 8UBS7RATE8AND FEMESmno N PROOUCTSTO MULLION. FL P.E.#MIM Bpi FOR 3 EPA S0i ol - - i O, ' • � . ,.. 1 oil Ili �- L-- .a�a > -• �a'dC +' II / !�/ •_7 —:.�M is c�>.�. -u.�. �+a. �>�_ �i c �.�:r.• �II�� i RODRIGUEZ PROFESSIONAL DESIGN CORP. C.A. #27469 t cE`na yi rs 1. 6;q".p. 9351 Fontainebleau 51vd 5-204 TEL.#(305)634-8466 MIAMI, FL 33172 FAX#(305)368-4710 PLANS REVISION: PROJECT: Guillermo And Gabriela Residence 10620 Sw 74 Ave Miami Shores, Florida Structural: Current condition shows a wood tie beam(bad Condition)on top of the masonry wall. this was checked by city inspector,who requested to remove it and provide a new concrete tie beam. od S�';'•� SF•, G ass * : J'�of jro � VV gFf.%Q1i uez . �� F�i•�ORID •.•'��X t t RODRIGUEZ PROFESSIONAL DESIGN CORP. r C.A. #27469 .��"x::'int '�" >�t x„,. €-��: '� ;g 5-„ a"; s�--r`-' � S �t`�a hiF ,_�.... €z ' r a a,ST�. ,8 rv- � i �.,:�.�. g �.�� - �F �. � -M�,�'^k� ��ak"of a�* .� s r �'�. ��.c ,. F -t5 t �Mi 9351 Fountamblea Blvd 8204 TEL#(305)SG4-84GG MIAMI. FL 33172 FAX#(305)368-4710 STRUCTURAL CALCULATION: PROJECT: GUILLERMO AND GABRIELA 89 NW 106 ST MIAMI SHORE, FL, 33150 TABLE OF CONTENTS TITLE PAGE 1- WIND LOAD DESIGN ................................................... 1 to 4 1- PRODUCT SPECS ................................................... 5 to 10 �SRT R OdR 0,h .00 61 oo *0 © � C ti's 88 ti��A.L Ems: C ' 4/7/2015 WIND05 v1-13 Detailed Wind Load Design (Method 2)per ASCE 7-10 Analysis by: J.Canizares Company Name: Description: RESIDENCE AT 89 NW 106 St. USB:r:ir". .,I to Ca(+i;',. itldPibratn ters. Structure Type Building Basic Wind S (V) 175 Hurricane Prone Region(y>f00 mph)Risk Cat o (1,11,111,or M II Table 6-2 Values Exposure(B,C,or D C pha= 9.500Struc Nat Fre uen n1 1 = 900.000 Slope of Roof 3.0 :12 Slope of Roof Theta 14.0 Deg Type of Roof Gabled Kd(Directonali Factor) 0.85 Eave Height(Eht) 8.00 ft Ridge Height(RHt) 11.00 ft Mean Roof Height(Ht) 10.00 ft dth Perp.To Wind Dir(B)_ 52.00 ft t= 0.105 Width Paral.To Wind Dir L 44.00 ft Bt= _ 1.000 Bm= 0.650 C�I�g1 ;,Yac)PIrle�ers Cc= 0.200 Type of StructureI= 500.00 ft He' httLeast Horizontal Dim 0.23 Epsilon = 0.200 Flexible Structure No Zmin= 15.00 it {sttstFtf�irC ;, Gust1 For rigid structures(Nat Freg>1 Hz)use 0.85 0.85 `�G mt Factor Com.., Zm Zmin 15.00 ft Izm Cc*(33/z)^0.167 0.2281 Lzm 1*(zm/33)^Epsilon 427.06 it Q (11(1+0.63* B+Ht/Lzm"0.63))A 0.5 0.9179 Gust2 0.925` 1+1.7*lzm*3.4*Q/1+1.7'3.4*lzm 0.8818 C�uY';F ofift 00- r1.. _ G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fin 6-5 Internal Pressure Coefficients for Buildings.Gcai Condition Gc i Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 6.5.12.2.1 Design Wind Pressure-Buildings of All Heights Elev Kz Kzt qz Pressure Ib/ft-42 Windward Wall* Leeward Wall Total Shear Moment 0 Ib/ft^2 +GCpi I -GCpi +GCpi -GCpi +/-Gcpi (Kip) Ki ft) 15 0.85 1.00 56.5728.28 48.65 -34.22 -13.86 1 62.51 48.76 365.6 Note: 1)Positive forces act toward the face and Negative forces act away from the face. Developed by Mece Enterprises,Inc.Copyright 2006 Page No.1 of 3 i 4/7/2015 WIND06 v1-13 Detailed Wind Load Design (Method 2)per ASCE 7-10 Fissure 6-6-External Pressure Coefficients, Co Loads on Main Wind-Force ResinSysleetthW B Z L I L Vat ble ar!r Valine unlu Kh 2.01-(l 7(2-1 A- 0.85 Kht Topographic factor(Fig 6-4) 1.00 Qh .00256*(V)"2*Kh*Kht*Kd 56.57 psf Khcc Comp&Clad:Table 6-3 Case 1 0.85 Qhcc .00256*V"2*Khcc*Kht*Kd 56.57 sf Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Rcof,P.neSi;� Ole oafti�i,$I'rt�s,,C Roof Area .ft. Reduction Factor 1.00 grrai Rurlsfma Faee Q ?lyr ,41�f� d1c�t18tioWiis frs�Yvintl�4 d�.,otiJerwrr►d dirflcbons,: . . '�r�ptl.. -sit-'�R)..' Leeward Walls(Wind Dir Normal to 52 ft wall) -0.50 -34.22 -13.86 Leeward Walls(Wind Dir Normal to 44 ft wall) -0.46 -32.48 -12.11 Side Walls -0.70 -43.84 -23.4 Roof-Wind Normal to Ridge heta>=10 -for Wind Normal to 52 ft face Windward-Min Cp -0.54 -36.15 -15.78 Windward-Max Cp -0.04 -11.91 8.45 Leeward Normal to Ridge -0.46 -32.30 -11.94 Overhang Top(Windward) -0.54 -25.97 -25.97 Overhang Top(Leeward) -0.46 -22.12 -22.12 Overhang Bottom(Applicable on Windward only). 0.80 38.47 38.47 Roof-Wind Parallel to Ridge All Theta -for Wind Normal to 44 ft face Dist from Windward Edge:0 ft to 20 ft-Max Cp -0.18 -18.84 1.53 Dist from Windward Edge:0 ft to 5 ft-Min Cp -0.90 -53.46 -33.09 Dist from Windward Edge:5 ft to 10 ft-Min Cp -0.90 -53.46 -33.09 Dist from Windward Edge: 10 ft to 20 ft-Min Cp -0.50 -34.22 -13.86 Dist from Windward Edge:>20 ft -0.30 -24.61 -4.24 *Horizontal distance from windward edge Developed by Meca Enterprises,Inc.Copyright 2006 Page No.2 of 3 r 4/7/2015 WIND06 A-13 Detailed Wind Load Design(Method 2)per ASCE 7-10 Figure 6-11 -External Pressure Coefficients,GCp Loads on Components and Cladding for Buildings w/Ht—60 ft ;-3- . 5 3_ ; g Ht 2,' 1 � 2 S 4 4 1 1 1 1 t 1 1 1 15 a[_1---- 5' r- -f--'1-- 1 1 1 1 a a a a s Gabled Roof 7<Theta<=45 a= 4 =_> 4.00 ft Double Click on any data en line to receive a help Screen Component width span Area Zone G Wind Press(lbtf-2 ft (ft) (ft-2) Max I Min Max Min Wood joists z-2 1.33 12 48.00 2 0.36 -1.36 30.76 -87.08 Note:`Enter Zone 1 through 5,or 1 H through 3H for overhangs. Pressure values shown are for ultimate design.For allowable values,apply facto-0.6. Developed by Mace Enterprises,Inc.Copyright 2006 Page No.3 of 3 a - 4/7/2015 COMPONENT PRESURE WIND UPLIFT GRAVITY GRAVITY D.L 0.6D.L+0.6W.L AVERAGE (Lbs) LOAD(psf) REACT.(Ibs) (psf) REACT.(Ibs) Wood joists z-2 -87.08 -694.92 55.00 438.90 17.00 -335.55 Uplift reaction USE STRAP NVTAS216 BY NU-VUE, W1(6)-10d NAILS IN STRAP. FL. 16294. SEE ATTACHED UPLIFT CAPAC. = 1127 Ibs > 335.55 Ibs. Developed by Meca Enterprises,Inc.Copyright 2006 Page No.1 of 1 VMS Fluids ung Code Or@ine }A S W flDpMvtaf BCIS Home Log In User Registration Hot Topic Submit Surcharge { Stats&Facts Publications FBC Stall BCIS Site Map Links Search Busines rodua Approval lrofessi I AISER:Public User Regulation lProduct Awroyal MM>Product or Aooiication Search>Aouliration List>Application Data[[ R.g FL16294 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Nu-Vue Industries Inc. Address/Phone/Email- 1055 E 29th street Hialeah, FL 33013 (305)694-0397 vtolat@sbcglobal.net Authorized Signature Maria Guardado vtolat@sbcglobal.net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer it Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Vipin N.Tolat the Evaluation Report Florida License PE-12847 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Jesus Gonzalez, P.E. +*i Validation Checklist-Hardcopy Received Certificate of Independence EL16294 RO COI scan0205.Ddf Referenced Standard and Year(of Standard) Standard Year AISI 5100 2007 ASTM D1761-88 2000 NDS 2005 Equivalence of Product Standards Certified By Sections from the Code "slMnaw.flod lding.orgW1p_app o optic?par> wGE1MQMD sNC73 AIoeamUj2HILJaZCJFg4gavYor7o %3d°*3d 1/3 4172095 Florida&Mng Cade Orillne Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E. PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16294 RO AE scan0204.Ddf Created by Independent Third Party:Yes 16294.8 NVTA NVTAS NVTH,NVTHS, 14 Gage Truss anchors wood to concrete Tablesan 5 Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16294 RO II scanO2O4.Ddf Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E. PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16294 RO AE scan0204.Ddf Created by Independent Third Party:Yes 16294.9 NVTHJ and IKE,Tables 18 and 19 12 Gage Truss and Hip&Jack Hangers and 20 gage Stud Plate ties. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 NO II scan0204.Ddf Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E. PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16294 NO AE scan0204.Ddf Created by Independent Third Party:Yes 16294.10 NVTP, NVTPH,NVHC Tables 14 and 20 gage Top Plate anchors and 18 gage Hurricane Clips 115 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 RO II scan0204.pd Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E. PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16294 RO AE scanO204.Ddf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850.487-1824 The State of Florida is an AAJEE,O employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee order Chapter 455,F.S.,please dick hM. Product Approval Accepts: me 5M IR M twit MhTRtcs memo W#slM,wwAlaridaWiding.a W/pr sW A.dam=wGMQwtD(sNc73 IaeamUJZMoZCJF~or7o0mvgmQ% /*W 3r3 7viprN N. TOLAT,P.E. • ��ar�st�1ia� oese�t 15123 Lantern Creek Lane, � - eec+�iarra Houston,TX.77068-3931 ��oduc!.r�jifiu�aeada TZLt 281444-9183 F' = 28144.4-9184 Fiaalb vtolat@sbcoobal net Eml IGINEER_$S EVALUATION UATION REPORT 0 NUO41,3 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors REPORT HOLDER: NuVue Industries Inc; 1055 E.29"Street, Hialeah,FL.33013 www.nu vueindustri�,pom novae ,bellsouthmot Phone:305-694-0397 Fax: 305-694-0398 1,0 EVALUATION SCOPE: Compliance with 2010 Florida Building Code-Building and Residential 2.0 PRODUCT DESCRIPTION: Refer to tables I through 21 of this report for Product name,size,size and number of fasteners,fastening details shown in the diagrams and the allowable loads. 3.0 STRUCTURAL SPECIFICATIONS: 1. Steel shall conform to ASTM A653, SS grade 33,min.yield 33 ksi,min.tensile strength 45 ksi and min.galvanized coating of G 60 per A§TM A653. 2. Allowable loads and fasteners are based on NDS 2005. 3. Design loads are for S.Pine,specific gravity 0.55.Design loads for other series shall be adjusted.per NDS 2005. 4. Allowable uplift loads have been adjusted for load duration factor CD of 1.6. Allowable gravity loads have been adjusted for CD values of 1.0, 1.15 and 1.25 per table 2.3.2 of NDS 2005.Design loads do not include 33%increase for steel and concrete. S. S. Concrete in Tie beams shall be min.of 2500 psi. Concrete Masonry,Grout and mortar in concrete masonry shall be min.of 1500 psi.Concrete masonry shall comply with ASTM C90. b. Combined load of Uplift,Ll and L2 shall satisfy the following equation. Actual Ulift + Actual L1 + AcWW L2X1.0 Allowable Uplift Allowable Ll Allowable L2 Par 2 4 0 INSTALLATION installation shall be in accordance with tlhisreport and the latest edition of Nu-Vue Industries Catalog.The infonmehon in thisreport supercedes any conflicting information in the catalog. S.0 EVIDENCE SUBA+Q'lt'T D: Test reports submitted by Product testing Inc,(PT) Atm Associates Ine(Atec) and PSI Inc and signed and sealed calculations in conformance with F'BC 2010 by Vipin N.Tolat,P.E. Product Teat#/Test lab Date tested Tested NVTA/NVTAS 02-393M 816/02 NVTA/NVTAS 02-4073/PT 11/6/02 NVTA/NVTAS 02-4074/PT 11/6102 NVTA/NVTAS 02-40751i'T 11/6102 NVTA/NVTAS 31.22456.0002/ATEC 7/6/02 NVBH 24 02-409fs1PT 12/3/02 NVUH 26 024095/PT 1/17/03 NVRT 034177/PT 2/3/03 NVRT 03-4202/PT 2/19/03 NVRT 03/4270,4271/PT 3/27/03 NVTH/NVTHS 04-4698/PT 4/15/04 NVSNP3 03-4482/PT 9/15/03 NV358 03/4543/PT 12119/03 NV459 03-4590/PT 12/31/03 NVHCL/R 03-4625/PT 1/21/04 NVSTA/NVHTA 04-4641,4642/PT 3/17&3/22/04 NVJH24,26,28 034385,86,87/PT 5/30103 NVS0236 03-4349,57,58/PT 5/13,5/19,5/20103 NVTP4 03-4303,44/PT 4/21,5/l/03 NVTP4H 03-4345,43/PT 5/2,5/5/03 NVHC43,4312 70-02-94-00381/ATEC 11/27/95 AB5 05-5195,95A/PT 2/15/08 AB7 05-5196,96A/PT 2/15/08 NVHC37 03697.0001/ATEC 11/27/96 IKE1 05 5612/PT 3/20/06 wM 06-5622t,PT 5/1/06 NVTHJ26 04-4995/PT+ 138-96013-01/PSI 1/31/05&2/7/89 NVTHJ28 04-4996/PT& 138-96013-OS/PSI 1/31/05&12/2/89 . Page 3 6.0 DESIGN: I Maximum allowable loads shall not exceed the allowable loads listed in this • report.Allowable loads are bid on allowable stress design per NDS. 2. Capacity of wood members is not covered by this report.Allowable loads shall not exceed the capacity of wood members.Capacity of wood members shall be checked by Engineer/Architect of rec ord. 3.Wood members with which the connectors are used must be nominal dimension lumber or approved structural composite lumber. 7.0 CODITIONS OF USE: 1. NuVue Industries metal structural connectors described in this report comply with or are suitable alternative to what is specified in section 1.0 of this report. 2. Design loads must be less than the allowable loads shown in all the tables of this report. 3. The connectors must be manufactured,identified and installed in accordance with this report and the manufacturer's instructions. 4. Products covered by this report are manufactured by NUVue industries Inc in Hialeah,Florida under a quality control program with inspections by NAM Inc having State of Florida license#QUA 1789. ...------�"'� �� • rQ,(,� pis Vipin N.Tolat,P.E. ` C ••"• �' Florida P.E.#12847 E. �� •'• +•: 4/15)2013 NoA2847 vntlnu0413 STATE OF ;JWP i � i Page 4 • TABU. Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS 14 G Straps, 20 G Seats til, Perpendicular to to waall Product Length Code L2 in 16 NVTA-16 NYTAS 212 1 , 18 NVTA-1$ WAS 214 20 NVTA-2 TAS 216 NVH , 22 NVTA-22 NVTAS 218 WN 4 Parallel L1 to wall 24 NVTA-24 WAS 220 NVTAS 1 Concrete .fie Boom or Tie Soon formed 26 NYTA-26 WAS 222 " with e flilled masonry 28 NVTA-28 NVTAS 224 30 NVTA-30 WAS 226 36 NVTA-36 WAS 232 48 NWA-48 NVTAS 244 tl o i • H 4ea21" o 4" EMS. 0 21. NVTA 1" 0 {�• Na. of Maximum Allowable Load (lbs) Holes Dia, NVTA, NVTAS Fasteners Uplift Uplift L1 SingleL2 Single each strap Single Double & Double& Double 10d Strap Straps Straps Straps No. of Maximum Allowable Load lbs 5 757 1514 250 500 Fasteners Uplift Uplift Lt Single L2 Single 6 805 1610 250 5a0 each strap Single Double & Double& Double I 0d x 1.5" Strop Strops Straps Strops 7 854 1708 250 5W 5 1032 2236 250 5 s 902 *1804 250 50500 9 951 *1902 250 SIX6 1127 2254 385 565 250 Soo 10 glib *1998 7 1136 2272 520 630 11 1048 *2096 250 S00 6 1144 *2288 520 630 12 1096 *2192 250 500 8 1153 *2306 520 630 13 11-45 *2290 250 500 10 1161 '2322 520 630 14 1193 *229q 250 500 11 1170 *2340 520 630 12 1178 *2356 520 630 *Note: For 8 or more nalls per strap. use double 13 1187 *2374 520 630 truss for double strops For all Loads CO-1.6 i V Y t I MecaWind Std v2 . 2 . 6 . 1 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 3/12/2015 Project No. Company Name Rodriguez Professional Design Designed By Wilbert Rodriguez Address 9351 Fountainebleau blvd B204 Description Exist. Residence City Miami Customer Name Guillermo & Gabriela Residence State Florida 33172 Proj Location 89 NW 106 St,Miami Shores FL Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) 175.00 mph Structural Category II Exposure Category = C Natural Frequency N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 St = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 1.606694 12 Slope of Roof(Theta) = 7.63 Deg h: Mean Roof Ht = 10.40 ft Type of Roof = HIPPED RHt: Ridge Ht - 12.00 ft Eht: Eave Height - 8.80 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 51.80 ft Bldg Width Across Ridge= 43.80 ft Length of Hipped Ridge = 35.00 ft Roof Slope on Hip End = 17.10 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressure Main Wind Force Resisting System (NMRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2725.78 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 51.8 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall CP Pressure Pressure i ( sf) -- i sf) --------------- ------ ± -'--_P__- - -`------- �!v •••°e.e T�^ �Q Leeward Wall -0.50 -20.53 -8.32 0 `�;••�,\C'E N ® S�•e G @� Side Walls -0.70 -26.30 -14.09 ® No. 6568 •.� Wall Elev Kz Kzt Cp qz Press Press Total ® o ft psf +GCpi -GCpi +/-GCpi ___________________________________________________________________®� Windward 8.80 0.85 1.00 0.80 33.94 16.97 29.19 37.51 /0 0°•• T OF :!V i Roof - Dist from Windward Edge Cp Pressure Pressure lit S F •°• G`® +GCPi(Psf)-WPi(Psf) ��0 ,M pl L \_ w Roof: 0.0 ft to 4.4 ft -0.90 32.07 19.86 Roof: 4.4 ft to 8.8 ft -0.90 -32.07 -19.86 Roof: 8.8 ft to 17.6 ft -0.50 -20.53 -8.32 Roof: 17.6 ft to 47.8ft -0.30 -14.76 -2.55 Overhang Bottom Side (Windward only) 0.80 23.08 23.08 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht Note (2) wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi - Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Overhang bottom based upon windward wall Cp and GCpi = 0. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 7.6 Deg, h/1= 0.20 MGMS-Wall Pressures for Wind Normal to 43.8 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCPi (psf) -GCPi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.46 -19.48 -7.26 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Rzt Cp qz Press Press Total ft psf +GCPi -GCpi +/-GCpi ------------------------------------------------------------------- windward 12.00 0.85 1.00 0.80 33.94 16.97 29.19 36.45 Windward 8.80 0.85 1.00 0.80 33.94 16.97 29.19 36.45 Roof - Dist from Windward Edge Cp Pressure Pressure +GCPi(psf)-GCpi(Psf) ---------------------------------------------------------------- Roof: 0.0 ft to 5.2 ft -0.90 -32.07 -19.86 Roof: 5.2 ft to 10.4 ft -0.90 -32.07 -19.86 Roof: 10.4 ft to 20.8 ft -0.50 -20.53 -8.32 Roof: 20.8 ft to 55.8 ft -0.30 -14.76 -2.55 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.17 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ 4.16 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp Gcp psf psf ------------------------------------------------------------------------------- Single Hung A 3.00 2.10 6.3 4 0.90 -1.10 36.66 -43.45 Single Hung B 3.10 3.50 10.9 5 0.89 -1.39 36.47 -53.20 Single Hung C 3.50 3.50 12.3 5 0.89 -1.37 36.18 -52.57 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf