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Home My WebLink About17-18099 I CITY OF ZEPHYRHILLS � 5335-8TH STREET � , (si3)7so-oo20 18099 BUILDING PERMIT PERMIT INFORMATION � LOCATION INFORMATION Permit Wumber: 18099 Address: 37403 TEABERRY LP Perrv�it Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class,�of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. i/alue: Parcel Number: 10-26-21-0120-00000-0050 Improv. Cost: 9,470.00 OWNER INFORMATION Date Issued: 1/27/2017 Name: LANE ROGER & MARGARET Total Fees: 127.50 Address: 37403 TEABERRY LP Amount Paid: 127.50 ZEPHYRHILLS, FL. 33542 Date Paid: 1/27/2017 Phone: 813-715-2607 Work Desc: REPLACE SLIDER& 10 WINDOWS S/S CONTRACTOR S - APPLICATION FEES WEATHER TITE WINDOWS BUILDING FEE 127.50 r � �� Ins ections Re uired FOOTER I 2ND ROUGH PLUMB M C INSULATION CEILI G FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. � 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. �i REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or I first reinspection,whichever is greater,for each such subsequent reinspection. � NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental �� entities such as water management, state agencies or federal agencies. "Wa�ning 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." I Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with � � City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. I NO OCCUPANCY BEFORE C.O. � �� ;i NTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION � CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED j PROTECT CARD FROM WEATHER i - ; ,Y 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Departrnent l�-L' I ,.� ' ��d �'+��' Phort�CotAaa!for P�rmittln 81 S 908 _ 0131 i � � � ii � i � � �� p��N�� Roger Lene Own�r Phom Numb�r (813)77 r2607 py��+y�d� 97403 Teaberty Laop Zephyrhllla,FL 33542 Own�r Phon�Numb�r FM SbnpN Titl�holdv Nan� wA Owmr Phom Numbv I I FNStrnpNTlWholdaAdde�ss wA I � JOB ADDRE88 37403 Teaberry Loop Zephyrhills,FL 33542 �r � I sUBDMatON PARCEL IDs ��6"21-0120-00000-0050 rom�o�or rnoramrr�x No,xx� I WORK PROP08ED e NEW CONSTtt e ADD/ALT Q SIGN Q Q DEMOLlSH �I INSTALL REPAIR � PROPOEED UEE Q 3FR Q COMM Q OTHER 8 Ce I TYPE OF CONBTRUCifON Q BLOqt Q FRAME Q 3TEEL Q DESCRiPT1oN oF WORK Replece Same 81ze:10 Wlndows end 1311d1np Glasa Door BUILDQlG Slg S4 FOOTAOE� HEIONT � BUILDING S 9��0 VALUA710N OF TOTAL CONSiRUCTION QELECiRICAL � AMP SER1/ICE Q PROORESS ENERC�Y Q W.RE.C. QPLUIu�INO y (� C(��D�� 1/`i�' QMECHANICAL S VALUATION OF MECHANICAL INSTALLATION v �///I� poas Q ROOFINO p sPecuLLTM 0 oTM�x O Z�I f �� FlNISHED FLOOR ELEVATI�NS FLOOD ZONE AREA QYES NO �Jti� �J r � �� / euIWFR � / •k� ' WeatherTlfe Wlndowa 81GNA7URE � REtilSiIItm Y!N ' �cut�H Y/N �d,� 2119 W Columbus Drtve Tempa,FL 33607 ��s* CCiC1575541 EL¢CTii1CIAN COMPANY $��N� REoist� Y/N �cupqeN Y/N Addrw Lloerme N PLUY9ER COYPANY �� RE�IBTFR� Y/N Fffq1RREN Y/N �� Llcertse# YECHANICAL COYPANY S��N� aEci�er�o Y/N �Cut+�N Y/N Addnss License# O'iHER �pYp�y SIONA7URE t�GiBr�st� Y/N �CURr�N Y/N I Addews Lloense# I 1 1 1 1 1 1 1 � 1 1 1 1 1 � 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 � 1 1 1 1 � 1 1 1 1 � 1 1 1 � I 1 1 1 1 1 1 1 1 � � 1 1 I � � 1 REaIDENiIAL Attech(2)Plat Plene;(2)eete oF BuOd�p Plene;(7)aet oi Enerpy Forme;R-0-W PertnR tor new construdion, to ( Minlm�an ten(10)worldnp deys�ter submltml date. Requlied onaite,Cor�s4ucdon piena,SEormwata p�eru wl S�t Fenea Urofniled, I Senifaty FerAltle�31 dump�ter,SIEe Work Pertnk for wh�vlalorull�rpe proJeeb COYMERCIAL Atlaoh(2)oompleha eete of Building Plane plue a Llfe SeTety Page;(1)eet of Energy Forme.R-0�W Pwmlt for rrew co�rohuetlon. i Mlnlm�an ten(10)vwridnp deye elter eubmittel dete. Requlred onafta.Conetructlon Piene.Sbo�Plans w/SQt Fence Inefelied, 3enifery Fac0ltlea 81 dumpater.Site Wak PertnB for e11 new pmJec�.All comma�del requir�nerrta muat mee!oomplience SION PERNR' Attech(2)aeb of Enp�eaed Piarn. � ""PROPERTY SURVEY rvqulred for ell NEW oonetructlon. � . . . . . � � • • a„� • � a.� Dle�atl0tp:• FlII out epp�c�tlon completely. Oxmer 6 Conlmchor sipn back of epplicatlon,noterised � R ov�r¢2600,a Notla�of ComfmnaMn�M b nquHwL (I11C uppradM owr Z/500) " Agent(for fhe oontraceor)or Powaz af AUomey(for the oxme�would be eomeone wlth noferlred�hom owner aufhorbl�aame OYERif�COUtfiERPERM1771N0 (eapyo}mntrect�equ6ed) Reioofe N ehl�lea 8en�e�e SeMce Upgrades A/C Fencee(PIoUBurveylFoot�age) Drlv�wrqrsaVot over Counler n on pub�c roadwAye..needa ROW ro I NOTICE OF DEEO RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" ' � which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. , UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or i contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the '� contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law if the owner or intended contractor are uncertain as to what licensing requirements may apply for the Iintended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- � 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign i portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the � contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco ; County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands � that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and I90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of i permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WateNSewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. I CONSTRUCTION LIHN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that ail the information in this application is accurate and that all work i will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the�jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WaterNVastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic 7anks. - US Environmental Protection qqency-Asbestos abatement. - Federal Aviation Authority-Runways. I I understand that the following restrictions apply to the use of fill:- Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A°, it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. , - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill wiil be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fiil will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, piumbing, signs, welis, pools, air conditioning, gas, or other instailations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter, or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90) days and wiil demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR i 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 ' FLORIDA JURAT(F.S.117.03) � /I �j�� , • OWNER OR AGENT ' C K �/�� CONTRACTO �. S scrib d a t or rtned)bef re me this S scri ed and swom t (or ed e or me is / I by 1�C[Z I� v�FMs �Zby O�Cqct/f.��' Who is/are personally knawn to me ar has/have produced o Is/are personaiiy kno n o me or has/have produced — as idenGficaUon. s�� as identification. I y,�r� � � Notary�u6lic / �� ' �ryotary Public � Commi sion No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped �J Y'P� SPENCE�;ItASS I :b��`Y"y�• SPENCEH fJ1SS ��..Y° '�_�� "' MY COMM�ISSION;.FF 033D74 _+� 't= MY COM�ISSION> _'� '*' , FF033074 �- EXPIRES:November 1,2017 :r: �; I ;;.,.�� o: EXPIRES:November 1,2p17 ':;�••••o?•' Bonded Thru Notary Public Undzrvrri:ers ; �qf,;�;4"'� Banded Thru Nctary Public Underwciters ?f"�4� i ' � - .... i � I ��1�� . 201F0057�8 Rept: 1829670 Ree: 10.00 Permit Number D s: o.o o IT: o.o0 ParcellDNumber 1�-QtQ-�1-Q�Q�'��QiQQ-d�jQ o1J13J2o17 eReeording N,O T 1 C E O F C O M M E N C E M E N T PAULA S.O'NEIL,Ph.D PASCO CLERf(8 COMPTROLLER � St�ate of FI rida 01/13J2017 03:55 PM 1 �of 1 COUfif}I Of��_________ OI� BK �83 PG �� THE UNDERSIGNED hereby gives nutice that improvements will be made to certain real prope�ty,and in accordance with Section 713.13 of ihe Florida Statutes,lhe following informaGon is provided in this NOTICE OF COMMENCEMFNT. 1.Description of property(legal descripfion): �d-Q�q�,�_012�� ('�O-�O� a)Street(job)Address: 3'�.�Q Qj ��Y��ddP Z.e��,, �Y�l��s ,�L/.�3G�{2 2.General description of imp�ovements: Replace s¢ or size windows��U�a� 3.Owner Information or Lessee information if the Lessee contracted for the improvement: I a)Name and address: Q�p(aer�y,,n��1.�03�'��z��Y Ylll�S��L. ��Z ��b)Name and address of fee simpie titleholder(if different than Owner listed� ove) �c)Interest in propert�: owner � 4.Contractor Infonnation - '�e)N2f11@ efld eddfBSS: Weather Tlte Windows 2119 W.Columbus Dr.Tampa,FL 33607 I b)Telephone No.: s�3-9os-o�3� Fax No.:(optional) 813-9tl8-0134 5.Surety(if applicable,a copy of the payment bond is attached) - la)Name and address: NiA b)Telephone No.: c)Amount of Bond: a I 6.Lender �'a)Name and address: N/A Ib)Telephone No.: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section � �713.13(1)(a)7.,Florida Statutes: a)Name and address: N�A b)Telephone No.: Fax No.:(opiional) 8.a.in addition to himseif or herself,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. ', ,b)Phone Number of Person or entity desig�ated by Owner: NIA 9.Expiration date of notice of commencement(the expiration date may not be before the completion oi construction and final payment to the c��ontractor,but will be 1 year from the date of recording unless a different date is specified): 20 � WA[tNING TO OWNER:ANY PAYMENTS MAOE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON ' THEI JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I dec e that I have read the foregoing no6ce of commencement and that lhe facts stated therein are true to the best of my knowledge nd belief. (SignatuTe or Le ee,or ner's or Lessee's Authorized �o�� ^�'v ;i a�� OtficerlDirector/Paztner/Manager) (PrintName an�ovide Signato�TtlelOffice) The foregoing insUument was acknowledged before me this j� day of (�Q��1'Yllpe� ,2p l� by �� - as C��,�er (type of authorily,e.g.officer,trustee,attomey in fact) for : we er Tke Windows ,8S Contractor (Name ot Person) .(type of authority,...e.g.officer,trustee,attomey in fact) for 'I� r ��.� (name of party on behalf of whom insUument was executed). Personally nown ❑ Produced ID 0✓ Typeiof ID DL Noiary Signature �� _ I Print name spa��ss .q;s:^ye:., SPENCERKASS . 't I• �� i�AV 4OV�MISSIO�I�I'I'O33Olh� ;��,�; EX�IFES:November 1 2017 ��;�F��.•' Bonded Thi1 Nolary Public Underxmers i I 9 �� B STAT�0�FLORIDd, COUR�TY OF PASC� �`��' � ° �� THIS IS TO CERTIFY THAT THE FOREGOING IS A �`� o�� TRUE AND CORRECT COPY OF THE DOCUMENT �� • � ON FILE OR OF PUBLIC RECORD IN THIS OFFICE ' "' • WITNE.�SMYHANDANDOFFICIALSEALTHIS � Inyo��t � ��V` �} ° •�' v*r DAY 0 ��i 2_� - ; �,,y� • PAULA S.O'NEIL, ERK&CO TROLLERr �. � � � �881 SY��'�iC_��lk DEPUTY CLERK � �,��. o �� OF ,� �F . I�� e� 2119 W.Columbus Arive•Tampa,Florida 33607 �� WEATH�R T��Tr (813)90&OI31• 2 280-6029• 80�)640-3161 �. `} �p � � t ,� �� f��""� CGC#1515541 }�� PUR.CHASE AGRE�MENT � TH1S COIVTRAC:T'�»ade tltis Day of I�C?1�((�L1� ,2Q�8y and between WeaFhec'iite, I (hereinafter referred to ns"Seliar")and Name• �C,�c �,.a�p i Address. L t� "�_��. o _� City� `�� State: t� Zip� �I Primary Phona: . '7 G U Secondary FUone: EmaiL• �'��„�.�t I 9`-i G7 ��ral�n�>.t c.y� (hereina8er referred to as"Buyer"}, Seller agreas!o se11,and buyer agrees to boy,ail thase materiats ssnd labar necessary to instalt tlie sssme as set farti�in ti�a foilawiszg Specifications and in accordance with tl�eTerms and CondiNons below and with approximate measurements and specifications listed on Exhibit A andfor Exhibit S. ��14-��t tC�UOAis�'� GY1� lf�•��t1 l� �C'W ��} � �� S{�51�''� ' t 1+ � � � < !'� 1 st � �S.S SG'� � 2 �t. � ��flt�}S: '� � �l t}f� �'� ' t�IN-2 "Pt'fi5 � � �' G i - ll ti t� �.� " fJ "' � t i d U� Lb�l f U � �'o l (,t}>>t �t3� 2.� aJ1�'� S 0(1 r� "� r a.S �. G - �ea�i� Q • a rPn ;� "� u��, th ttl.S� q 1'�S�u��, `iC2, t�� Ce ' 7�S`�JU `� � �.�1}`Ctx) w�;11 ,,,1 G�:�� ;�l � 2 r �^ � 'u�e _�i� ��G�" rre�� G�S,�e� �t= �!?I 5 �- �, �� r �r Df�ES`NOT INCL tTDE PAINTING.4ND/OR STAINING Thri's pri e t�eJfects a!/lrade-ii, ,specials ancl discounts �7 TOTAL CASH P ICE "I +V DO PAYMENT$ UNPAID BALANCE$ �� r� � C.O.D.$ � AMQ T FINANCBD"$ �.C�,�`1F CREDIT,1Y0.{?F MC?iVTHS `�t,/ •SubJeet 10 cr edit ap isting irrferest rates�vfth approving frrsiitution.Bitling Zip: CY2: CREDI'T CARD# CREL}IT CARD TYPE EXP.C}ATE i. Any knldes of tl�is cansumar cav3it contraei is snbject to nit claims and defenses wtsieh the da6iar coutd nssert aga3nst tfie SeStcr of gaais or servicCs obistined pursunnt hereto or tvitb thc procecds heroof.Recovory hereunder by lhe debro�ehall noi excced omounls puid by the deblor hereunder.Vpnue of puyment discreponcice lo bo determined 6y WealherTite Windu�ws oniy. 2. Buyer ngeees to¢scep�daNvery oFinateriats niter itotice fmm Se11er o!'iho intiait¢tion date,After 5 days past ihc date of iasNttatian it6uyer mfuses to accept dativery,a cbatge o(2.S°u yer �veek shnll 4e uddad as a stom�e fee. However,Scllci shall nat heliobio for nny dclays causcd Uy�va�rlot,s{rikes,acts of God,fac(ory defects or other cnuses beyond ils comrot. 3. Buyer ncknotvledges timt ha hns read t[�is Agrecment in fu1I,tS�at it is t[ie compiatc agroeinent bet�veen U�e paaies,aad tl�at no om!pzomise or representntion ptany kind wi(i 6e recognizad by,ornsscrted against,Saller. 4. This agreement is fqr ihe Smaefii of,nnd sha11 be binding upon,the paniss and their respeuivc heirs,succrssocs nnd»ssigns. 5. 9uycr nuthonzcs Seller to mak�inquides of oihers roncerning credit informa�i0n,inclnding,but not limiled lo proouring consutnerreporls from consumer repaning agenaics 6. Any lnstall thot reqnims se�vice or services dusing thc time oP inslutlntiaa thut does not af€tot ahe stcucmuat tntegrity af prodacts is,and rvitt bo,coresidercd a tomptete instnti and Fromeo�met ngrces to pay in full ul lime of inslall.All services will Fnt reported lv olfico,scheduled nnd enmpleted in o monner guimble to thn securiry afservice as all pnfls ure custom nnd time is ne«!ed tor moant'nctvring Homeotmor mny tivithkald un nmounS equa]ro catim¢tcd cosS otcamstion from Final payment anSy.A 6iianea cEtar�e of i S°fo pez moniti or 19°r'a ptt annusrr witt bo ussessed on nll unpaid 6ulmces,but not la at ony fima exceed Il�e Gighrtst Ic�al r��n p(intcrest altowed. � 7. AI2 Deest Resteicicd Communities,corsdos qnd lromeotivners umoiulion members must assisi in approvul af products.Asry cequired np�srovpts ace tke sotc responsiUiiiky oCthe homeo�vner. B, fliryer fa solely rcsraonsiblo for moving ILmilum,removing aqd repincing blinds und uny ulpnn systems neu or att¢ched to auy opening tlwt wotk ia bcing performed.WcaUmcTite Windmvs tvfli no!be f neneial}y[espnnsibte fot dampge ofsssch items whatspever.WeatherTite slsa()not be tmld msponsibte Coratty damage ta fi�miluw¢ndtot tioors or any otttier dnmage incurtcd by Duyor,Buycr's home or propcny. 9. tinth punies agtta Wnt a7ry dispute asising fmin this agreement shalt Ce kept primta nnd rnnt'tdeniln!und nat�!M ar mcarded in any pubAc reeord Tha Bnyer ngress to kee�s i8is ironsnction anJ nny issue odsiog Crom this transnolion pdvatc,nnd no�lo discuss,publish or disseminu�a any informntion witliout prior�vriiteo consent of WealherTite Windows.A dlspu�c adsing[rom this cantract shat{be hearc!by nn arbttrator agsced to by boUt purt�Cs sud puid Tor solely 6y ihc 8uyet 10. 8�ryer wilt also be responsible for tl�e pnymqnt ofull legal fces,inoluding ihose IncuRed by WealherTile,m any Ievel afcouct. 2 S. Tlte so}e exsapiian to bindtng atbi{raSioa slut!!bc for nan-}rayment,in whieb case WratherTite at its soto discretium m�y ccryucstarbitration or uny other means attnwcd by taw. 12 Any and oli Iwuace�l checks a•il�he chnrged a bo�u�ced aheck fee ofS30 or t6c mnximum amount nliowed by IuW;ehouid a conlmct huve w go to aollections 6uyerslmll pay twp limes Ihe � colScciipn tea iocursed and oay legoi or athec fees incurrnd by Weail�erTete i 13. Wea�hcr'ii�e is not msponsible for rebnles,tax crediLs and/oruny oA�ar3rd party pmgrnmdincentivcs. i $UY&RACKNOWLEDGESRECBi ANEXECUTEDCOPYOFTHtSAGREEMCNT.BUYERHEREBYAG[tEfST07'H,ETERhISANDCONDITIONSOFTHISORpER. BUYGRACKNOWLEI7GES'f}1 lYTOFATRUECOPYQFTHISCON'CiLACT,IIISCLQSl1l2ESTATEMENT;WARRANTtES,GUARAMTEES,Ni?S[CEOFAL�CIStON4It I NOTtCB OF CANCE�LLA Cff� iALL CQN �RACTS- J�CT ORT+ICG APPROVAL. EATBERTITE WI�OWS,A DIVISLQIV OF fiOLLANAER CXTTsRIdiLS,[NC, ��, BUYER ,` SS# i 8Y: Bl1YER SS# BUYER°S RICHT TO CANCEL ( YQU,THL BUYER,MAY CANCEL Tl-3IS TRAIVSACTiON AT ANY TIiV1E FRIOR TO MIDIV2GHT OF THE THfRD BUStNESS DAY j AFTER THE DATE OF THIS TRANSACTION. CANC�LLATtQN BY THE E3UYER AFTER THE R1GHT TO RE3CIND HAS PASSEL?, E SHALL SE DEBMED A MATERIAL BREACH OF THtS AGItEEMENTAND ENTITLES THE CONTRAC71JR3 TO DAMAGES EQLJAL TG(33%)THFRTYTHREE PERCElVT OF THE AGitEED GONTRACFAN24UNT. iE WT�OOIGA W/14 DI1IribWlon�\Vp11r.011'fce Yellmvi quyer Plnki Duyer I i o o\N" �ir�o,�iu� � � �� a�` ,I � �,'- , � `'� i _-___ ---� j City of Zephyrhills � BUILDING PLAN REVIEW COMMENTS � � i Contractor/Homeowner: ��PG!��r 1�-,`7�. /�'�'OI�S' � i Date Received: � ��3- �� Site: 3 7�LZ� �G'��/ � Permit Type: ��-(`l��c� ld l,d,LtG�d�,c� / S'�� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ � � � � � i This co'mment sh et shall be ept with the permit and/or plans. ' i - � i- ,�j� Kalvin � witzer r s Examiner Date Contractor and/or Homeowner (Required when comments are present) � � ��.�L��F s,��►�� 'a� �t�� T�� s�� Cetc� �he�� '� -� � ��' ��.s � ` ��L LS Custe�mer Nam�/�Vumber `�/�'� �/Z�G� FL Pa'oduCt Approvai � /�.3.5-�u. J-�,�� lS-T.�l t'J.O�, `�� 5 .lL.�O eti, Exposu�e �— Size fior Size Replacem . es o r�Q�1$,�� S�J��l�G��,$ �!�- e��_� � � �� " �� 1� � � a'LG d1./�� y� �iV `s � %�/ ��LJ��s � �� j_ � � /6 ii f� � �ULL/T/a+ �.'.Ir��/L�O I`� � r�� 3i �! �' ✓/i T 7�' �d��-',��•�- t'�_ � � ` �' �''� ��-b �``'��. �� '�"'�. ry�� - � ALL WORK SHALL COMPLY WITH �� ,o�s+�L � � �� PREVAILING CODES �Le��'��-r � �n�a. , �� P e —�� s � FLORIDA BUILDING CODE, j�' � � NATIONAL ELEC7RIC CODE,AfV�3 „ � � Q ��,,, �,6�� sv� �'/�� - CITY OF ZEPHYRHILLS GR�IhJ��1C�S � �� Ge(.��'�b�.��'�-��„ �'"a�.�� , � �i � �/ �� "��—l� ��--T . �,,� �-,,�� ,�� s EVIEVN DATE �� :;�PSN G�y1?�i�Gl �� ITY OF ZEPHY�HI�� SH • �� j�7/� � L �.�..� �,n�,�,., ,;' �� N �XAIV116�� alr 3 � �� '� a�,.- `� �� L �S Z,4 � i.� �J �.� 4�°I �f� � 7�sr�a�, 1? � �/�w �,,o�w � � SN �j�� — � � / � ��' � ��''; � 3s � �`��K � � � � � zu � � � � �� A G� � -� � . . �, � � ,� ; , H��°'� �c� ��r� 5sr,� � � 5 �� U� f�s �� / t� �i� - ,� � � _ � , � 3��/� , . /,�,�� „ � - - <,� � . , _ � - � , Flor;da Buiiding Code Online , ' 3 � _ '�' �� o � e • • o I 1 . e , . 0 y ��''" � BCIS Home � Log In � User Registratlon � Hot Topics � Submlt Surcharge � Statr&Facts � Publicatians � FBC 5[aff � BCIS SI[e Map � Unks � Search � I Florida ,a � '�l� ;.;�Product Approval � '� USER:Public User ,��.�i,:,tae.v�:a a�:.u�.iFxw�m IProduct Ao�roval Menu>Product or Aoolica[lon Search>Anolication List>Appllcatlon Detatl • FL# FL1435-R19 ., ` � Application Type Revision Code Version 2014 i Application Status Approved I *Approved by DBPR.Approvals by DBPR shall be reviewed and retified i � by the POC and/or the Commission if necessary. I Comments ' Archived ❑ � Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive ' North Venice, FL 34275 � d9uark@ gtoind�stEes com18 I � I Authorized Signature ]ens Rosowski , jrosowski@pgtindustries.com � Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative � Address/Phone/Emall Category Windows Subcategory Single Hung � Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. I Val(dated By Steven M. Urich, PE 0 Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year � AAMA/WDMA/CSA 101%IS2/A440 . 2011 i AAMA/WDMA/CSA 101/IS2/A440 . 2005 I AAMA/WDMA/CSA 101/IS2/A440 - 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ' ASTM E1886 2005 �I ASTM E1996 2012 ASTM E283 2004 I ASTM E330 2002 I � I Equivalence of Product Standards � Certified By � I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaLxE3... �1/16/2017 I Florida Building Code Onl�ne '� r 3 t . ' 4 Product Approval Method Method 1 Option A Date Submitted 01/06/2017 Date Validated 01/07/2017 Date Pendfng;FBC Approval Date Approved 01/09/2017 - I Summar of Products FL# Model,Number or Name Description 1435.1 SH - 200 Aluminum Single Hung Window(Std. Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency Certifcate Approved for use in HVHZ: No FL1435 R19 C CAC Certffication6-SH2O0 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/16/2019 Design Pressure: N/A Installation Instructions Other: Please see the Instaliation Instructions for desfgn FL�435 R19 II SH-200.pdf pressure,size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-200 Evaluation.,�df Created by Independent Third Party: No 1435.2 SH- 200 HD Aluminum Sfngle Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC 190-1003CAR2.pdf Approvec➢for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/OS/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-200HD.pdf pressure,size and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-200HD Evaluation.pdf Created by Independent Third Party: No 1435.3 SH -500 WlnGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC CertificationB-SH500.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-500c.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-500c Evaluation.pdf Created by Independent Third Party: No 1435.4 SH -800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL1435 R19 C CAC SH-800 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2017 ' Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-800c.�df pressure,size and anchorage informatfon. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-800c Evaluation.odf Created by Independent Third Party: No � 1435.5 SH-5400 EnergyVue Vinyl Single Hung Wfndow se Certification Agency Certificate Approved for use in HVHZ: No FL1435 Ri9 C CAC SH-5400 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date � Impact Resistant: No 08/13/2018 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaLacE3... 1/16/2017 Flori�ia Buil`ding Code Online 3 Design Pressure: N/A Installation Instructions ' • � Other: Please see the Installation Instructions for design FL1435 R19 II SH-5400.pdf pressure,size and anchorage information. Verified ey: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-5400 Evaluation.pdf Created by Independent Third Party: No 1435.6 SH-5500 WlnGuard Vinyl Single Hung Window Lim' se Certi�cation Agency Certlficate ' � �d for use in HVHZ: No FL1435 R19 C CAC SH-5500 Certification.pdf I �Pr.,ved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date lmpact Resistant:Yes 10/OS/2018 Design Pressure: N/A Installation Instructions � Other: Piease see the Installation Instructions for design FL1435 R19 II SH-5500.pdf pressure,slze and anchorege information. Verified By: A. Lynn Miller, P.E. 58705 � Created by Independent Third Party: No � Evaluation Reports � FL1435 R19 AE SH-5500 Evaluation odf Created by Independent Third Party: No Back Next Contact Us::Z601 Blalr Stone Road Tallahassee R 32399 Phone:850-487-1824 The State of Florlda Is an AA/EEO employer Coovriqht 2007-2013 State of Florida ::Privacv Statement :Accesslbiiitv Statement::Refund Statement Under Florida law,emaii addresses are public records.If you do not want your e-mail address released in response to a pubiic-records request,do not send electronic mail to this entity Instead,contact the ofFlce by phone or by t2diUonal mail.If you have any questions,ptease contac[850.487.1395.*Pursuant to Sectlon 455.275(1),Florida Sta[utes,effective October 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provide the Department wi[h an emall address if they have one.The emails provided may be used for ofFlctal communication with the Iicensee.However email addresses are public record.If you do not wish to suppiy a personal address,please provide the Department with an email address which can be made available to the pubiic.To determine if you are a Iicensee under Chapter 455,F.S.,please clfck here Product Approval Accepb: � � ECheck � Credit Card Safe � , � � � I i � , https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaL�3... 1/16/2017 i I t , ! ~ �'J. . ' � � �oounent Titi�: �oc Na: FR�81-02 ��_...�.._� Structural Performance R��"": ' F$� ' °t: ' � ��rsY+�� G��T�..��. Gertif icati on j -��"'��---�-� Authorization Repko�t ! Rsquired By: p(�p 83-03 CAR & Product iD Number. 190 - 1022.0 � Issue Da#e: 91/7i2U'f4 Revision Date: '(1/17/2i�14 Expiration Date: 8113/20'i 8 Company Cod�: 19d This Certification Authdri�ation Repart{CAR} is issued by Keystone Cer�ficatior�s, Enc.{KCI) aEter fuii uafidation review� and is based on a standardized evaluation of the product canducted by an independent accredited laboratary in accardance with the specified referenced standard. Actu� fenestration product perfarmance may vary Ix�sed on many factars, inc(�sciing instaliation, can�tion af the waltlrvof substrate ancf the age of the product and instaiia#ion coinponen�. This repart indlcates the product is eligibEe for ihe application of Keysfane Certificafion Program certification lebels. Licensee stipula�s in afFixing c�rtiticatitan lab�ls to products, that t�ose products are representative of the specimen erraluated and documented for certi€ication authorixaUon. Only products bearing such a certification Iabel shall 6e cc�nsidered certified. The inftsrmation in tl�is report can beverified atwww.keysEonecerts.com. , I�icenses Informa#ion; Product lnforrnat�on: i PGT Industri�:s Model: SH54q0 PVC Single Hung 9070 Technology Dr. PO Box 1529 dperator Type: H Nokomis FL. 34274 Gon�ig: EM/AH, GS-1i8°Ann IG Max Width: 4{3 Max Height: 63 � Referenced Standard: Product Rating. AAMA/WDMA(GSA 1Cl1/l.5.2/A440-91 Cfass R-PGSp 9(1'l6x1640{40x63}•Type H Neg DP=70 I Q��alifying Test tnformat�on: Tes#Report No: FTL-?946 � Test Report Expiratian: $/13/2018 A�thorized Signature: Digitally signed by Steven M.Urich Keystone Certifi cati ons, Mr1C. . DN:cn�Steven M.Urich,o=Keystane 564 Otd York Road, SUItB �J � �� .',rl cerct�cat�ens,�nc.,ou, Etters, Pennsyivania 17319 � c usI—surich@keystonecerts.cam, p�ane: 717-932-$5C}0 r � Qate:za��.�T.17�s,st:s�-o��oa� �ax: 7 9 7-932-850'f � i 1 i 4VWlN.KEYSTONECERTS.COM � i I + . �i� .[1 - --- - MAX.BUCK WIDTH -- ------- - -- - .. MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 �� MAX.BUCK WIDTH • -� 28° 12" �JI M�. SEETABI,E1 MAX. -'�- I D.C. � � 2'MIUC. � �2� ' O.C. B,SEE M+�• D,SEE + 4•MAX.O.C. B,SEE M�-� � � SHEET3 SHEET4 � SHEET3 A,SEE A,SEE �Z,M� SHEET3 �r.�� S EET4 � SHEET 3 / ' / 17.8�AX.O.Q � / � / �_ � / 17.86 MAX.O.0 � I I � � ' p I / MAX.BUCK I / �� 4'MAX. � � MAX.BUCK - _� HEIGHTSEE ' O.C. HEIGHTSEE I TABLE� � E GHT S E X � TABLE 1 � X I /� 10'�O.C. O TABIE 1 - — i I lJ ' — 1 � � / j / �ans�Mnx.o.c. Q — �o.M� ; X / j � c � / a� q 13.T73'MAX.O.C. � 51/2'MAX. / E1� � 8 NOANCHORSATSILL � B NOANCHORSATSILL D�--�---�-- 2"MAX. -�j �- � ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME. i ELEVATION FOR NP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME, r PROVIEWlORIEL CONFIGURATION EQUAL-LITE CONFIGURATION ( EQUAL-LITE CONFIGURATION (COTTAGE SIMIUIRI (SIMIEAR ANCHOR DIMENSIONS FOR OTHER CONFIGURA710NS1 I TABLE 7: F t GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Y1►Indow Buck Size ��f, Detlgn Pressure Certifica6on I VINYL SINGLE HUNG WINDOW Width Height ��9��d� �e�el t+)ps� �_)ps{ (CAR)Number ; 1)THIS PROOUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE �� 63" Equal-lite R4 50.0 TO.O iS0-1022 � REQUIREMENTS OF THE FLORIDA BUILDING CODE, 36" 6'j" Equal-lite SHAPES MAY BE 115ED BY INSCRIBING THE SHAPE IN 2)ALL WO00 BUCKS LESS THAN 1-1M'THICK ARE TO BE CONSIDERED 1X 36" 62" Std.PIDVI@W R4 50.0 SO.O 'I JO-10PT A BLOCK AND OBTAINING INSTALLAiIONS.1X WOOD BUCKS ARE OPTONAL IF UNIT IS INSTALLED DIRECTLY �• 6�-9(16" C118t0f11 S8SI1 DESIGN PRESSURES FOR � TO SUBSTRATE.WOOD BUCKS DEPICTED AS yCARE 1-1/2'THICK OR GREATER. THAT BLOCK SIZE FROM j 'IX AND 2X BUCHS(WHEN USED)SHALL BE DESIGNEO TO PROPERLY TRANSFER 52_�)8" B4" Equal-lite THE TABLE ON THIS SHEET. t LOAOS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATON IS Tl-� � RESPONSIBILITY OF THE ENC,INEER,(EOR)OR ARCHRECT OF RECORO,(AOR). 52-1/8" 84" Std.ProView R'I SO.O BO.O 190-10�1 3)ANCHOREMBEDMENTTOBASEMATERIALSHALLBEBEYONDWALLORESSIN6 �'��8� 9�-��/�s° CustomSash � ORSTUCCO.USEANCHORSOF$UFFICIENTEMBEDMENT INSTALLAiION 52_�/g° $�{^ EquaNite { ANCHORS SHOULD BE SEALED.OVERALI SEALING/FLASHING STRATEGY FOR � WATER RESISTANCEOF INSTALLATION SHALL BE DONE BV OTHERS AND IS 52-1/B" B4" Std.ProView R2 65.0 70.0 190-1026 J BEYOND THE SCOPE OF THESE IN37RUCTIONS. 5Z-'I/B" 9�-13/�6" Custom Sash �.� �;I I t;��, � 4)M/V(.1/4'SHIMS ARE REQUIRED AT EACFi ANCHOR LOCATION WHERE THE � � •�.;P;j�; ; , PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF •��^�" - "'�:'!., . � TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTNERS,MUST 6E `�'V :.=v�g ��'i' � SUFFlCIENTLY ANCHORED TO RESIST LOA0.S IMPOSEO ON THEM BY iHE WINDOW. ` �� .x..J-, _ " VINYL SH WINDOW FPA NON-IMPACT ` 12H3H4 . " �'��'��s''" � 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE ( � o ' WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE � � r, � - ( 33-113%STRESS INCREASE HAS NOT BEEN USE�IN TIiE OESIGN OF THIS � GENERAL NOTES 8 ELEVATIONS �c�'` J ROSOWSKI �. � Vl d �, .. ( PRODUCT THE 1.8 LOAD DURATION FACTOR WAS USED FOR h1E EVALUATION OF o `il • ��j� i J-' � ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER m � �= �:..+1' �_� � =��~'+ � Y•.• ,. O{SSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT,OF AUTN.1t29286 � �b � �`'�, '�'� ,l'.�� BUILDING CADE FORCORR0.SION RESISTANCE. " ^�y ��•',�(��F��.,�,,,;�,. � 1070 TECHNOIOGY DRIVE � > • , � N.VENICE,FL 34275 � °�Q ' " ' ' ' A IYNN MILLER P.E. i (941j-480.1600 y SH-540D ,� NTS � 1 OF4 0� FPA-54D0.0 �> p,E.#58705 i i TABLE 2:ANCHORS INSTALLE�THROUGH FRAME TABLE 3:ANCHORS INSTALLED THRWGH INTEGRAL FlN �11in.Edge Min. b1in.Edge Mln. Anchor Substrabe Anchor Substrate � . Distance Embedment , Dlstance Embedment #10 SMS P T.Southem Pine(SG=0.5� 7/16" 1318" 2-1/2"x 131"Common Nail p,T Soulhem Pine(SG=.55) 9/16° 2-7116' (steel,1&8 S.S. Steel,A38 3/8" 0.050' Max.DP of 50.0 or410 S.S.) Steel Stud,A653!3c 33 3/8" 0.0346"(20 Ga.) 2-1/2'x 131"Rfng-shank Nail P T.Southem Pine(SG=.55) 9/18' 2-7115 � Max.DP of50.0 Aluminum.8083-TS 3!8" 0.0713" 14 Oa. 2.u2"x 14S Roo6r�Nafl P 7.soumem Pine(sG=.55) 9l16° 2-7N6• ' #12 SMS P T Southem Pine(SG=0.55) 9/16" 1�3/8" P T.Southem Pine(SG=.55) 3/4" �-3IB• � Sted,A36 31B" 0.05a" #10 SMS ! (steel,18-8 S.S. Al�uninum,6063T5 3/8" 0.0713"(14 Ga.) ; - Steel SWd,A653 Gt.33 3/8" 0.0348"(2U Ga.) (steel,18-8 S.S. or 470 S.S.) w 4�0 S.S.) Steel Stud,Gr.33 3/8" 0.0346"(20 Ga.) ? Abmirwm.6063-75 3/8" 0.0713" 74 Ga.) St�l,A36 318° 0.050" 3/18"Ultracon P.T.Southem Pine(SG�0.55) 7/16" 1�/8° 1 steel Concrete min.2.85 ksi t" 13/8° � � � � � WINDOW SHAPES AS SHOWN BELOW OR Max.a+of 50.0 Ungrouted CMU,(ASTM C.90) 2-1/2" 1-1/4° pNCHOR NOTES: SIMILAR,MAV BE USED BY INSCRIBING THE � SHAPE IN A BLOCK AND OBTAINING DESIGN ! P.T.Southem Pine(50=0.55) 1" 1.3�8" GE-770D OR PRESSURES AND ANCHORAGE FOR THAT BLOCK � 1)°UNGROUTED CMU"VALUES MAY DOW-791 SIZE FROM 7HE TABLE ON SHEET 1. t!4'Ultracon Concrete(min.2.85 ksi) 1" 1�l4" � , {5lEEI) UO [fd CMU,(AS1M C-90) 21/Z" �_��q� BE USED FOR GROUTED CMU SIUCONE � APPUCATIONS. E CdIC1EtE(rt11I1.285 k5f 2-1lZ' 13/4• 1/2'NOM.GLASS —►{ WIDTH �- —►{ WIDTH �— P.T.Scuthem Pine(SC�.55) 1" 73/B" z)PANHEAO,FLATHEAD OR EXTERIOR � B�TMP� � HEXHEAD ARE ACCEPTABLE 1/4"Cretefiex Concrete(min.3.35 ksi) 1" 1-3/4° � � �/ 1�' � � , (41�S.S.) Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4° 3)ANCHOR LEPIGTH TO BE SO THAT �F � Fr �/ � t Caicr�e min.3.35 ksi 2-1l2" ��4" A MIN.OF 3 THREADS EXTEND l7 (7 C9 r � BEYONDTHE METALSUBSTRATE. W W W �_ 1/o"Aggre-Gator Conc2te(min.3.275ksf t-�!2" ��3/e" TYP.GLAZING DETAIL � �/ W � // �1= E P.T.Southem Pine(SCr-0.55) 1" 1�8" (1&8 S.S.) Un ted CMU, STM C�0 2" t-1/4" � � Z f ._.._ RAOIUSTOP ARCHTOP (C-0UAL•LfIESHOWN) (PRUVIEWlORIELSMbNTI) � —�-{ 314'NOM. �+— —+-{ 3l4'NOM. � � 7/8'NOM. � —�{ 7/8'NOM. � f � � _ � � � 1/8"ANNEALED OR 3/i6°ANNEALED OR TEMPERED GLASS TEMPERED GIASS 5/16"A/A PVB 5/16"AlA PVB ' 1/2"AIR SPACE 3/8"AIR SPACE 7t16"AIR SPACE , 318"AIR SPACE 1/8"ANNEALED OR 3/1B"ANNEALED OR � 118"ANNEALED OR � 3116"ANNEALED OR j TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, DURASEAL, DURASEAL, I g SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER ( OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL f XL EDGE XL EDGE XL EDGE XL EDGE € GLAZING TYPES ,..J� i � n „�� 6 TABIE 4:REINFORCEMENT7YPES 1�1 � .�' � �� . 6 !f �� r��; ;. � Reinforcement �U ,•�.1.a�, -. - `4�,,'; REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C �"�`'�"''�` ; Upper Lite Lower Ute -� ,� :- i Level go�m ToP�� Bottom Side �' VINYI SH WINDOW FPA(NON-IMPACT) � 1?J13/14. '�" �� Rail Rail Rails ; ^ = � L_ ' Rl B A A A o GLASS/ANCHOR OPTIONS o�'� J ROSOWSKI =";? -, � L+ J S '' 6.._. = ��;';_ R2 C A A A � a >°' ' ^ � � � CERT.OFAUTH.#29296 a �� "•+r,'F:4;J�' ",ti�;� � R4 B A A N/A N ryv ;!�'�.`,.� '��'� � 1070TECHNOLOGYDRIVE o- p� , ; ,, � . ' V N N. E ICE FL 34275 � d U � L 0 o R P . �, ,IA.LYNN MILLE E - 3 w � SH-5400 ° NTS r 2 OF 4 z F - 4 'z 9 4 1 4 8 0-1 6 0 0 o P A 5 0 0.0 � W B I N T E R L A Y E R M A N U F A C N R E D B Y D U P O N T I N C.(A K A K U R A R A Y A M E R I C A,I N C.) ( } �, 3� N P.E I F 5 8 7 0 5 � . C , . , .� --�- EDGEDISTANCE SHOWN >9�1 T � " � INSTALLED THROUGHIX � BUCKSTRIP EMBEDMENT � __i FLANGE " / SHOWN i FRAME -_�-� � INSTALLED SHOWN SHOWN --��- DIRECTLYTO INSTALLED V � SUBSTRATE THROUGHIX EMBEDM1tENT I J EMBEDMENT BUCKSTRIP i a� O❑ �- � o � � �a �� EDGE U�� \ �a I DIST�A CE �ISTANCE ! � �p _� _ � � _ , � � (�j Q , � �`_._.,.---I �� , , � ' �I!�� UQ . �� '.u LS 21 OPT SASH TOP � / � �-� f EDGE LIFTRAIL S �� // EXTnERIOR � (� / DISTANCE -- �U�� v '�� S } a ' II FLANGE EQUAL � t . a_ ll S OWN � - BUd(WIDTH IFRAME ! HORIZONTAL SECTION A-A sHom.i � BUCK FIEIGHT � a o � � � � �: O�-r---� INSTALLATION NOTES: ; i ; j EXTERIOR ! D 115EE SHEET 1 FOR SPACING REQUIREMEN75. � � 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. a 3)MAX.SHIM THICKNESS TO BE 1/4' ' (� 4)GIASS SHOWN IS FOR ILLUSTRATNE PURPOSES , OPT.SASH �� /!�r ONLY AND MAY DIFFER TO MEE7 DESIGN 1BOTTOM LIFf PLANGE � //�� RE�UIREMENTS. FRAME I, �`''I 5)FIN AN�/OR FLANGE MAY BE REMOVED TO CREATE J NANOLEILOCK Oi}�R FRAME TYPES. D' SHOWN � E�UAL � �� i LEG �a S FRAME� EXTERIOR gHpyyN� INSTALLATION THROUGH � I _�-�� THE FRAME,IMO METAL �,: , ; � NO ANCHORS �i� `1l _' '�'��' � REQLIIRED IN - �. , v - ' ' ' j / EQua�iEc ' VINYL SH WINDOW FPA(NON-IMPACT) q 12/13/14 . ' � > �''��'�' � ' ' (1 $T FRAME SILLS " � �- � �FLANGE 8 EQUAL-LEG/60X FRAMES m J ROSOWSKI : -; Cl .L•'" , � � ::, G Co��S ;��; �I CERi.OF AUTH.p2929B 'z o-$ '�:f'.';;:7?, f VERTICAL SECTION B-B ., - �`o •- '' 10TOTECHNOLOGYDRIVE � p� ',"��la�„t ,r`l�•'` � N.VEN ICE,FL 34275 _ •+ � i (941}480-16D0 d SH-5400 ,� NTS � 3 OF 4 o z FPA-5400.0 r z A'L P E a 15�8�05'P'E' ' 1 �—� EDGE DISTANCE SHOWN INS7ALLED SFiOWN INSTALLED SHOWN INSTALLED � THROUGH THE THROUGH THE THROUGH THE �ME INTEGRAL FlN FRAME _'� ��_�~�'� EMBEDMENT EDGE DIS7ANCE F+— J-CHANNEL EMBEDMENT I SI�WN r I I ;� - � I 0 � � �� o `� � oc� \ ao � ; � � , �J � � � � � ; ` I � ; ' ��: � ; � „--,--- -- �O I i I EMBEDMENT � '� � EOGE I / ` � (�� il �I I I � DISTANCE ! �� I � / / � I � � ! � LJL..____I:J � � � ��--�� OFf RAILH TOP O��lJ � �O //� �� FIN i � — - FRAME { J-CHANNELI I SHOWN S ' a � FRAME ,� •--� BUCK WIDTH � SHOWN � � , - HORIZONTAL SECTION GC � �Nsraunnorv No�s: euc�c HEIGHT ° a � 1)SEE SHEET 7 FOR SPACPIG ; � RE�UIREMENTS. 2)SEE TABLE(5)ON SHEET 2 FOR ' ANCHORAGE AN�SUBSTRATE j � REQUIREMENTS. I 3)MAX.SHIM THICKNESS TO BE 7/4" EXTERIOR , ,\ �q _ ��J 4)GLASS SHOWN IS FOR ILLUSTRATIVE � � � PURPOSES ONLY AND MAY DIFFER TO c� MEET DESIGN REQUIREMENTS. '� �FIN ANDlOR FLANGE 61AY BE REMOVED �I I Q� TO CREATE OTHER FRAME T'PES. � J � � - �OP7.SA5H �U�� —, ��/.. �� — 1 �� BOTTOM LIFT � FlN IHANDLHLOCK 4 FRAME O � � ` ' SHOWN J EXTERIOR FRAME � �T@�RIOR FRAME ' / rI � SHOWN � � SHOWN 'J� � I � t � INSTALLATION THROUGH INSTALLATION THROUGH THE j '��Q�O � THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL , �'� �"�+.• j � r' �,�`+ � i SHOWN EDGE �� `� � , � INSTALLED �l�-_ DISTANGE 4'� THROUGH � VINYL SH WINDOW FPA(NON-IMPACT) " 12/13/14 � � � `"��-'`' THE ED6E " INTEGRAIFlN �_ DISTnNCE • � J-CHANNEL&INTEGRAL FIN FRAMES�m'` J ROSOWSKI ' '"',�� o �S ),�� - EMBEDMENT � - - ' �.1:�.�:.. VERTICAL SECTION D-D � �RT.OFAUTH.N29298 ; h� • ,, "'��", �- ' i — 1070 TECHNOLOGY DRIVE o- rco '"'�f�`-t"," •• - N.VENICE,FL 34275 m -- ` �� (941 r480-1600 v SH-5400 �' NTS � 4 OF d �z FPA-5400.0 a z` A L p E.K OS P E _ j � . 'i . i ' i � MIA�I��E i14IAD•II-DADE COUNT'1C ,. � PRpDUCT CO�R�T,SFCTi(ll�: ' 118U5 S W 26 Strcct,lioom 208 DF.PARThTENT OF RECULATORY AItiA ECUI�OMIC ItTSOiTRCi'S(RER) Miami,rlorida 33175-2�74 B�ARb AtVD CODE A7}l�lI1YISTRA,TIUN ll1YlSI01�I T(784}315-2590 F(786)315-2599 I'�T�TICE OF ACCEPTANCF (NDA} w�Yw.mianiidsdr,goYr�ra►�on�,� PGT Iudustries ]070 T�chnolagy brive, North�enice,FI.�34275 Scor�: TliisNOA is being issued under Qic applieable i�ules nnd reguiations governing thc usd ofconstructiocLmatcrials.'L'hc documentation�itbmillcd ltas bcen reviewed and s3ccePted hy Miami-Dad�Caunly ItER-Prodnct Cot�trol Section to b�;uscd iu Mia�3ii Dade Cuuirty and ntS�er areas v��here allotived by the Aulhori[y Havin�Jurisc�iction(aHn. Tliis 1VOA shnll ncst be valid after the expiration date slaled bclow."17ie Miami-D�de Caunty Prnduct Gontrol S�cl'1on (Tii �vTiami Dnde County) andlar the AHJ (in arcas othcr than hiinmi T��c1e County) reserve th� righl to have this nmduct or material tested For quality asst�rx�ice purposes, If this product or matdrial fails to perform iii t}�c acccpted manner, the manufacturcr will iricur the expense of such testing and the AIiJ may immediaicfy ru��oke, madify, or suspend the use �f sucki product or mnterial within their jurisdictivn. �R reseives tl�e ri�ht ta revnke this acccptancc, if it i9 determin�d by Miami-Dade Counly Product Gaiatrol Sectian tlta#this product or material fails to mcct the i�equirements of the applicable build'uig codc. Tiiis prnduct is approved as dcscribcd hcrein,fuid has been designed to compLy with the Flarida Buildin�Codc, including th�llsgh Velocity Httrrlcanc Zanc. DESCItiY'k.ldN: Series"547U"Vinyl Slidit�g Glass IDoor{Reinforcet�}I\.I. ' �YltO�YAL DaCiJI1'�NT: Drawing No. SGD�547U,titicd"Vinyl Slidiu�Gl�ss Daar NOA",sheats 1 through 19 of 19,prcparcd by manufacturer,ci�.ted l{1105l15, signed and seajed by Anthony L. 1r1i11cr,P.F.., benring the Mia�ni-lladc County Product Control Renewal slamp with the Notice af Acceptance number and approval date by t1i�e Mi�tni-l7ade County Product�ontrol Section. , M18S1LE IMFACT RATiNC�:None: Apgroved Hue•ricane Protectioit devices,complying w!TI3C,as applicable are required. Limitations: 1� Sec tal�lc 7 (sheet 7)and table 2(sheet$)of this N��3rovecl c�razving sct fo�•applicahle SGD unit si�e�, design pressures,rci�force�nents fypes, gl:�ss iypes,sill riscr(dctail sheet 4}and anchur requirements. 2. Rigid White PVC,T�n(Nan-white)Rigid FV�:and Rrown coated(Painted or]amivated)tivhite 1�ti�,rid PVC tu be lxbeled�er refereuced 1�IOA's i•cquirements. • 3. Egress operable daai�s must camply with min clear width ar height �er.HBC requii�ement,as uppiicahle. d� Pocketwalls under q�pai�tc appraval,to be reviewed Uy Building affiaAl. LABELIi1rG: �nch unit shall bear a petmanent label�vith ihc maiiu�aaturer's i�at7�e or lago,city,state anJ seri�s and fallos�ing staterncirt: "MiRmi-D4de Counry Product Contro!Appravcd",notcd herein. ,R�N�WAL of this N�A sf�ll bc considered after a renewal application has bocn filcd and there h�s been no ch�nge in th�applicable building codc nogatively affeeting the pei�ormance of'this produot. 7'F�RMINATI�N of this i�lvA�vill accur aftcr thc cxpiration date or if there hz�s been a revision or cliangc in t}�e iriaterials,use, and/ar manufactur�af tlie pa•oduct or proccss.Misuse of this NOA as an endorsement uf atiy produat, for sales,advertising or any�ther purpascs sl�al!autamt�tically terrninate this NOA.. Failure to comply with Any section of this NOA shdll bc causc for tertninfition nnd removal of NOA. ADV�RTIS�NIENT: Th�1�UA numUcr preceded b��the�t�ords Miami-Daci�Cuiuiiy,r'lorida, a�id folldwed by the expiration date may be displayed in adv�rlisi�� litcraturc. If any poitic�n of the NOA is display�ci, tlieti it shali be done in its entirety. INSPECTI01�1: A copy of this entire NUA stiail Uc provided to tt�e user by the manufa�turer or its ciistributors and s�hall bc available f�r ins�ection at the job site at fhe requast vf thc l3uildin�Officill. I This NOA rcviscs and rene�vs PIDA#15-U4U9A4 and cansists of this page 1,and e�idence pages&1 & E-2,as ; �well as approval documenl menli�ncd above. The subrnitted documerllafioil tiva5 revierved by J'orge M.Plasencia,P.E. , NOA No.15-1210.02 MIAMI•pAUECO M'IY � �xpiration D�tc: April 21,2{)2l � \,�1��' ApprovHl Date; Marckt 3,201fi v` Pagc 1 I � � PGT Industries ' ; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRA.WINGS - 1, Manufach�rer's die drawings and sections, (Submitted under IYOA 11To. 11-0107:09) 2. Drawing No. �GD-5470,titled"Vinyl Sliding Glass Door NOA", sheefs 1 through 19 of 19, pxepared by manufacturer, dated 10/OS/1 S, signed and sealed by Anthony L. Miller,P.E. B. T�ST� 1, Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2}Unifoz�m Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Forced Enhy Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No.FTL 6637(satnples A-1 �ru A-5), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Srrbmitted rrnder NOA No. 11-0107.09) 2. Additional test report No.FTL 6638 (samples A-1 thru A-22)per TAS 201/203-94, issued by Fenestration Testing Lab,Inc., dated 11/19/10,signed and sealed by Jorge A. Causo,P. E, (Submitte�l under NOA No. 11-01 a7.04) 3. Additional test report No. FTL 871.7,issued by Feneshation Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 02l24/16,signed and sealed by Idalmis Ortega,P. E. (Submifted under NOA No. rs-r2ro.orl 4. Additional test report No.FTL 8546 issued by Fenes�ra#ion Testing Lab, Inc., dated 11/06/15, revised on O1/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P.E. (,Submilted under NOA No. 15-1210,01) 5. Additional test report No. FTL 8547 issued by Fenestr�ttion Testing Lab, Inc., dated 12/04/15, revised on 02/15/16,signed and sealed by Idalmis Oi�tega,P. E. (,SubmiBted irndeY NOA No. 15-.�210.01) 6. Additional test report No.FTL 8548 issued by Feneskation Testing Lab, Inc.,dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Octega, P. E. . (Submi�terl under NDA No. 15-1210.Ol) 7. Additional test�eport No.FTL 8549 issued by Fenestration T�sting Lab,Inc., dated 12/04/1 S, revised on 12/04/1S and 02/11/16,signed and sealed by Idalmis Ortega,P. E. (Serbmi�`ted under N4A No. 15-1210.DI} 8, Additional test repoi�t No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/lb, signed and sealed by Idalmis Ortega,P. E. (Submi�terl r�n�le�NOA No. X S-I2.10.D�) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L,Miller, P.E. Jorge M.Flasencfa,P.E. Pr duct Control Unit Supervisor NOA No.15-1210.02 Expiration Date: April 21,2021 . Approval Date: March 3,2016 E-1 , . - � 'P'GT Industries v i NOTICE OF ACCEPTANCE: EVIDENCE SUBM�TTED C. CALCULATIUN� (continued) i 1. Glazing camplies with ASTME-1300-02, -04&-09. D. QUALITY ASSURANCE i 1. Miami Dade Department of Regulatory and Economic Resources(RER). J � E�. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 1540528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring an 09/30119. 2. Notice of Acceptanca No. 15-0528.11 issued to Vision Exfrusion Ltd for their"'VE 1000 Tan (Non-White)Rigid PVC",expiiing on 12/29l16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC",expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTNID1929 and ASTMD-635,issued by EXOVA to Vision Exhusion for cellulosic composife material, {Submitterl under NOA No. �1-0107:04) F. STATEMEIV�TS 1. Statement letters dated l.2/09/15 indicating compliance to FBC 2014 (5�`Edition) and"No ' fmancial interest",prepared by PGT, signed&sealed by Lynn Miller,P,E. 2. Letter of lab compliance,part of the above test reports. � � . GI. OTHER 1. Notice of Acceptance No. 15-0409.04, issued to PGT Trcdushles,for their Series"5470"�inyl Sliding Glass Door(Reinforced}—N.L", approved on 06/18/15 and expiring on 04/21I16. ' � �I �, , � Jorge M.Plasencia,P.E. Product Control Unit Supervisor , NOA No. 15-121U.02 j Expiratlon D�te: April2l,2021 Approval Date: March 3,2016 E-2 � � SERIES 5470, NON-IMPAC7 RESISTANT SL{DING GLASS DOOR TABLEA: , Mln.EdOe Mln. INCLUDING P�CK�TS &90°/135° CORNERS ��P Anchor e�a��e FramcMem6er Dletanw E[n6adment 'MIN.OF3THREADS BEYOND TNE MEfAL P L sout em Pine ea SIIUJemb 16' �e' SUBSTRATE.METAL GENERAI_NOTES: tl12,atee13M8 {5�=0.65 Rhook 9H6' �-�g' SUBSTRATE TO'MEET MIN. N�enlnum,6063-T6• Hoed1311V,&mb 318' B 1)GLAZING IYPE OPTIONS:SEE GLAZINO DETAIL3 ON SHEET 10. (06)or410 S.S. 0.12b'min.lhicknase P•hook yB` ��g• STREPIGTH AND THICKNESS 2)DESIGN PRESSURES: sMs, yyeel,A38' HeadlsflvJamb 310• 0.080' REQUIREMENTS PER A.NEGATIVE DES10N LOAD3 BASED ON TE6TED PRESSURE AND GLASS PER ASTM E1300. {min.11 o.oso'm1n,throknoee P-hook 318• o.08tl' CURRENT FLORIDA BUILDIIJG B.POSITIVE dESIGN LOADS BASED ON TESTEQ PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. A threndsl'm) Slaef Sfud,A853�c 33' FleadI5111IJamb �e' 0.071'14 Oo. CODE AND TO BE REVIEWED 3)ANCHORAGE;TFiE 93-1/3°h STRESS INCREASE HAS NOT 6EEN USED IiJ THE DESIGIJ OF THIS PRODUCT.MATERIALS, o.D71'min,Ihiokrrees P-hook 3!e` 0.071' 74 oa. 9Y THE AUTHORITY HAVING re INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITF{O7HER DISSIMILAR MATERIALS 1/4'Etco P.L soumem Pina Jamb 1" 7-310• JURISDfCTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA 9111LDING CODE(FBC). �niB�°^ 3a�• P"h°°k 7' �arB� 4)SHUT7ERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE, il4•Efco 47o P_L Southem P�ne HeadISllUJemb 1' 1-3/6' ' FOR STEEL STUDS, 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.GeteFlex (90=0,69 P-hook 7' �''��e' MIN.FU�45 KSI& B REFERENCES(NOA'S1:ELCO ULTRACON,GRETEFIEX 8�AGGREOATORANCHOR NOA'S,VISION EXTRUSION,LTD, B Nt2,steel rrood P.T.southarn Pk�e Headlst�ldomh 9116 73�8• MIN.FY=33 KSI. WNITE RIGID PVC NOA.VE 1000 7AN 202 AND LIGHTER SHADES(NON-WHI7E)RIGID PVC NOA AND BROWN COATED sorow o6 SO•o.65 � P-haok s/78' 't3re' (PAINTED OR LAMINATED)WHITE RIO1D PVC NOA ��'B� P�k i� ��g. °UNGROUTED CMU"VALUE3 REFERENCES(TEST REPORTS)�FTL-8337,8338,86468649,8652&87�7;EXOVA-10-002-792 A &10.008-10231; ��'��00 (min.2e5ke1 Headlslludamb 1-311G ��e� MAY BE USED FOR GROUTED t � Ullraoon Ungrouied Ch1U, Jamb 7' 1-1I4' CAMBRIDGE 535753-09; tM cso p.hoak t^ �aia• CMU APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY W ITH THE REQUIREMENTS OF TNE FBC, INCLUDING THE Unprouted CtAU, Jamb 13/4' 1-11d' HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN�TAN PVC MANUFACTURED BY VISION tr4�e�coaio tn�cao P•raok t-ara• 1-1�a• EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS,(COMPONENT REQUIREMENTS). C S.S.GeteFlex conorolo Hoadl9fNJamb 1-3I56° 1�3Ip• 1MPACT RATIrlG 8)DOOR SIZES MUST B6 VERiFIED FOR COMPLIANCE WffH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. min.335kei P-haaic 7' �-�4' NOT RATED FOR MISSILE 9)ORAWINGS OEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR•GLAZING MAY BE SUBSTITUTED, conorele HeadtsBVJemh t-t/Y 1316' IMPACT RESIS7ANCE 10)THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS 7HE 470 SERIES, min.z,zz kai P-Fwak 7-7YY 1�B' 1I4•Elco tee Ungmute cMU, .�mb 2' 1-7/4' OESIGN PRESSLIRE RATING � s.s.n�re•Qa�ar nsnn cso a-rwatc r t-va• ANCHOF2 NOTES; P.T.SoulhemPine Flead/suu�amb 1' t-3re• SBE 7ABLE51.2&B1,B2 1)FOR CANCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DAbE COUNTY �so-o. P-Mnk 9• 1-�e' ON SHEETS 7 8�8 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE ANO SUBSTRATE conc�we Ha �SIIUJemb 2,11Y 1�318' REQUIREMENTS. t/4"Elco min.2a6 ksq P-faok 2-tlz t�o' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON TH15 SHEET. uluncon Ungrotnetl cMU, .lemb 2•�12' 7•7!4' nsn�cao P-hook avr �•va• 3)WOOD BUCKS DEPIC7ED AS 1X ARE LESS THAN 1-1/2"THICK,PROPERLY 8ECUREp,1X WOOD BUCKS ARE OPTIONAL D ��rete eed151�Jamb 2•�IY 131q• PRODUCT RENEW6D IF UNIT IS INSTALLED DIRECTLY 70 SOLID CANCRETE OR CMU.WOOD 6UCKS DEPICTED AS 2X ARE 7-1/2"THICK OR 114•Elco 410 min.3.35 ksi P-hoak 2-11Y 7�31e' as eomptyln wllh the Flarida GREATER.1XANb 2X BUCKS(WHEN USED)8NALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. Bul�ding cmPe BUCK DESIGN AND INSTAL-LATION 1S THE itESPONSIBILITY OF THE ENGINBER OR ARCHITECT OF RECORD&TO BE s.s.creteFlex Ungmutod CMU, Jamb 2-7�2 7-v4' xoa-No. 15-1210.02 AS7M 6'JQ) P-Iwok 'k1�7 �'�4 expiratlon�ake 04(2112021 REVIEWED BYTHE BUILDINO OFFICIAL. 4)ME7AL SUBSTRATE TO MEET MIN.STRENGTH AND 7HICKNESS REQUIREMENTS PER THE FBC AND 70 BE REVIEWED sy BY 7HE AUTHORITY HAVING JURISUICTION. GEr1ERAL NOTES.............1 M�amo ade Produok Confrol 5)IE SILL IS TIGHT TO SUBSTRA7E,GROU7 OR OTHER MATERIAL IS NOT REQUIREO.IF USED,NONSHRINK, EXAMPLE CONFI43,.........2 NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(pONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE IN3TALL D[TAILS..............3-6 LENGTH OF THE SILL 7HAT IS NOTTIGHT TO THE SUBSTRATE,AAlD 7RANSFER SHEAR LOAD 70 SU83TRATE.IF DP/ANCHOR TABLES.,......7-8 SUBSTRA7E IS WOOD,301t FELT PAPER OR MASTIC IS REQUIRED BE7WEEN THE GROUT AND WOOp SUBSTRATE,OR AS EXAMPLE............................9 APPROVED BY THE AUTHORITY HAVING JURISDICTION. GLAZINO DETAILS............10 DA DS USED: ANCHOR LOCATIONS.._....17-16 2074 FLORIDA BUILDI(VG CODE(FBC),57H EDITION pqNEL TYPES........ .........17 INSTRUCTIONS: ASTM E1300-09 EXTRUSIONS.....................16 1)KNOWING THE RHQUIRED pESlGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION SCREEN DETAILS.............0 ��,YNN Au��i THE SLIDING GLASS DOORS MAY BE DETERMINED FROM AESIGN PRESSURE TABLES 7 OR 2, ALUMINUM DESIGN MANUAL,ADM-2010 `� �y !�F�i� DEPENDING ON T'HE REINFORCEMENT LEVEL DE5IRED. AISIS100-071S2•2070 PARTS LIST............. ...........21 ��Z,O�.�`�ENSE�'-:��: 2)LOCATE THE SLIDING GLASS DOpR SIZ�ON THE TABLE,USING THE FRAME HEIGHT AND THE . ;Q:� ; NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NO7 LISTED,ROUND UP TO THE NEXT(iREATER LISTED �� VINYL SLIDING GLASS DOOR NOA � 70/05115 :.�: No.5e705 ; WIDTH ANDlOR HEIGHT. �: �- � 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, GENERAL NOTES � J ROSOWSKI = THIS SHEET.ALONG WITH THE CpRRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM � - '•��'�5 I� ;�Lu� ', � . < ''4-•. SGAZ oS- ; `�. 4)ROM T7HE DE510N PRESSURE TABLES TABLES 1 OR 2,VERIFY THAT THE OPENING'S REQUIRED � � �� '��'•��R��?(�r��` � � GER7,OF�U7H.R28298 DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE � �� '�+;SS�UP�AL��`� 5)INSTALL AS PEft TNE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34276 8)ADDITIONALLY,SEE THE EXAMPLE ON SHEET e. (941)-480-160D SGD5470� N7S � 1 OF 21 �q� MD-5470.0 �� A•LYNii MILLEP,P.E p,E.iF 69705 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX,UNIT WID7H �j NOM.PANEI.WIDTH NOM.PANEL WIDTH NaM.PANEL WIDTH � NOM.PANEL WIDTH I PER TABLES 1&2 �— +� PER TABLES 1 8 2 � PER TABLES 1 8 2 �, PEft TABLES 1&2 ,� MAX.UN� / I� MAX.UN� � � �� MAX.UNI� � �� MHEIGHT� e I� HEIGHT � I� HEIGHT /� / a I" HEIGHT � I PERTABLES 1&2 �g PERTABLES 1&2 � � � PERTABLE51&2 / / / �� PER � 1 y vocver I� � rawer I� � � � � � I� TABLES 11 �2 � � � � ,�,�,I� 1— .� .� .�.� � .� 1-PANEL 2-PANEL 3•PANEI.CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIOURATIONS CONFIGURA710NS MAX.UNIT WIDTH MAX.UNIT WIDTH � MAX.UNIT WID7H _ NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIQTH � PER TABLES 1&2 ' PER TABLES 1&2 � PER TABLES 1$2 � � 6 MAX.UtdIT � 6EE MAX.UNIT ' � ° �� MAX_UNIT 3 , a / `� HPER � � � �T'�s HEIGHT � / I� HEIGHT ' � � �w TABLES 1&2 � snetT PER TABLES 1&2 � � � � � �� PER TABLES 1&2 � � � � � �� / / / / rocrsr� � / / / / / voo�*� � J CORNER,TYP. 5-PANEL CONFIGURATIONS 8-PANEL CONFIOURATIONS ovrsir�canxEns�rorrt+.uuioecotwu+siuiva PRODUCT RENEWm MAX.UNIT WIDTH M�Uf.UNIT WID7H us camplying wl/h tlfe Florlda Dullding Coda NOM.PAMEL WIDTH NOM_PANEL WIDTH NOA-Na 15-1210.02 PER TABLES 1�2 PER TABLE51&2 � ---� 0xplratlonoa�e04/21/2021 �- ° � � � { �� By MAX.UNIT � a 9 1 �� MAX.UNIT � � m�amt-u vroduct contro HEIGHT � 3 � I� HEIGHT � � � I' PER TABLES 1&2 � � � � � � / �g PER TABLES 1 8 2 � � � � � � � � � ��Z ]- °°"�`I� !- / ,/ ,/ ,/. ,/ ,/ ,/ ,�J�S 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIOfVS CONFIGURATIONS NOTES: '7C=OPERABLE PANEL "O"=1NOPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-85l16" ��tiYNP!'�f��4�, 1)ALLCOIJFIGURATIONSSHOWNAREALSOAVAILABLEASPOCKETCONFIGURATIONSATEITHERORBOTHJAM6 DLOHEIGH7=DOORHEIGHT-11-1/18" �� 1� ..-�-:-•-._! . LOCATlONS.EXAMPLE:4-PAIdEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XX)OCp.OXXX IN °P'=POCKET pqry��HEIGHT=DOOR HEIGfiT-2-1/2' ` ':��''��UO$F ''�� POCKET CONFIGURATION CAN BE OXXXp. �Q�';` ` �•.ic � �VINYL SLIDING GLASS DOOR NOA � 10/OGl15 ''�' No.'87D5 • = ' 2)90"8 135°CORNER CONFIGURA7101VS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. - � j, ��--� - �EXAMPLE CONFIGURATIONS ��` J ROSOWSKI � Ul'" b �W= 3)POCKET WA�L OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND �'9 ' ��o� ;�t� REVIEWED BY THE AUTHO�IIY HAVING JURISDICTION. � � � ��Q�•'-,rCOR�DA '��: DETAII LETTER � a� 4)FOR NOM,PANEL WIDTH,SEE 7ABLES 1&2. � CERT.OF AUTH.N29298 � �� S�OIJI��```�\ 0 1070 TECHNOLOGY DRIVE N.VENICE,FL34275 � 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.858 FT' }—SHEET NUMBER �941)�48(1-�600 SGD-5470,� NTS � 2 OF 27 �� NfD-5470,0 �� A`Yp E958 O5�P�� DETAIL A1 DE7AIL B1 METALTYP.,SEEANCHOf� THRU 1X WOOD asrru�oni. DETAIL C1 DETAIL D1 NOTE�4,SHEET'1;MIN.OF 3 wro�+nsodar FACINOIX7. INiERLOCK �Mpb�p� THREADSBEYONDTHE CONCRETE/CMU PER_ METAL SUBSTRATE ANCHOR REQUIf2GMENT FFtAME WIDTH �j '9 I '�/4"Mf1K. REQUIRED IF DOOR Z� � i � TYP.ANCHOR TYPE, : • '..� HEIGHT IS OVER 88• B� � EMBEDMEMAND ' o e��z8'O.C. 2z o EDGE .Fk�:� EDGE DISTANCE PER . • • DISTANCE SUBSTRATE,SEE ,+`< •',• 4 7� q � � 7ABLEA,SHEET 1 F. 6D NOTE 9,BELOW •• DAYLIGHT �o iNr��ga z� sa : OPENING � — -- --� � o C� • .' e r WIDTH � e '•' •?.' c� o p � P at EMBEDMEN7 � 4 7—��A�1}1X� - � t .•'� ', � d d d EDGE EDGE • � " -. qISTANCE�� ''' o zs o� 81 � �� r SEENOTEB, DIS7ANCE B7CTERfOR �// .... SEENOTEB, � I � � 75 '�l CJ � � THISSHEET 114"M/1}�. —►� `'+ �I 1X OR 2X WOOD THIS SHE6t , I SEE NOTEB, e � � BUCKSTRIP,SEE � � m�ssr�er EMBEDMENT \ 6EE NOTE 6,trtis s�Er zs t18 X 314"SMS REINFORCEMENT SCREW;7 ANCHOR � � NO7E 4,SHEET 7 L------1�� TYP.ANCHOR TYPE, PlA7EAT y•� HORfZONTALSECTIONt�SHOWN °� P��STILE.LOCATEDATCENTERLINEAND6', EppBEDMENTAND fVERY / � �� 9"812"FROM EtdDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR �� SUBSTRATE,SEE �ocA�noN � � DE7AIL C2 DETAIL D2 �� _ DETAIL B2 TABLEA,SHEET 1$ �-� ��T��A� NOTE 3,BELOW bETAILA2 INIERLOCK �r�row,so�r �� _' F��M. 2X WOOD BUCKSTRIP OR IM02X WOOD 19 REQUIfiE�IF OOOR EMBEDMEM' �� --� FRAMING,SEEANCHOR es OAYLIGHT 218� HEfGHTISOVER9B' 1f4„� � • • � r4 NOTE 3,SHEET 1 —►j OPENING �+-- z2 0 •' •.ti, �MTENI � PROm�y gRrENtEWEDrlda I WIbTH I � � .. DIS ANCE i i eulml.g codo q Nop-No. 15-1210.02 p SEE NOTE G,7HIS SHEET � TYP.ANCHOR7YPE, �,, �,� .��. I � I exPtr�ioonuato0412712021 EMBEDMENTAND 2B 2' l_/" ZS . •. � I �TYP.ANCHOR TYPE, By EDGE DISTANCE PER �1 03 �3 e '�1��p EMBEDMENT AND P q miaml-D do Product Contro� SUBSTRATE,SEE B o o p � EDGE DISTANCE I � I 7ABLE A,SHEET 1 8� 3� � NOTE 3,BELOW • `�� PER SUBSTRATE, „ SEE TABLE A,SHEET I d d ` EDGE �o d -- 1&NOTE 3,HELOW I�ERIOR � DISTANCE ' ' L�_^^_J 7— �- I� 1I4°MAX, PANEL WIDTH CONCRETEICNSU PER AS7RAGAL MAY BE I HORIZONTAL SECTION(XO SH�WN) ANCHOR REQUIREMENT INSTALLED It3 EITHER EMBEDMENT FIXEDPANELCLIP& INTERfOROR �� YNN Af/ �� NOTES ANCHORS,SEE EX7ERIOR DIRECTION. �OtS�.,•��se,<<Fn, '��' ALL pAItT3 IDENTICAL. � ��':�>� 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEhfENiTYPES(SEE NOTE B,THIS SHEET) DETAIL SHEET i9 ` �'•i� . 2)REFER 70 ANCHOR NOTES,SHEET 1. _ I�� No�gq05 ; 3)SEE SHEET 18 FOR ANCHOR LOCATION&SPACING,FOR Fo�nu�aac9ru�s, ASTMGAIS,Fl%EO 4 O 2e �VINYL SLIDING GLASS DOOR NOA � 10/05/15 - � p•v ANCHOR QUANTITIES,SEE TABLES 1&2. srnesnta� _ :. U1= 4)CONTINUOUS ANCHOR PLA7E,ITEM 88,IS REQUIRED AT AL4. HORILONTAL RAILS� �INSTALLATION,HORIZONTnL X�^EC`f.�m` J ROSOWSKI . j�. �� FRAME ANCHOR LOCATIONS. �G�. 5 A � ••�� 5)PANEL WIDTH DOES NOT 1NCLUDE INT£RLOCK OR ASTRAGAL ADD-ON. Il —.-- � � �� :�n�;c�; �:LOf+��rl�'��'• 8)SEE 7ABLES 1&2 FOR REINFORCEMEN7 REQUIREMHNTS.ACL ��ERLOCKS j � 28 CER7.OF AUTH,i129288 � �, — ��;S;O I.'(�1-,.� R�INFORCEMENl'S AAE ApPROXIMATELY THB FULL LENGTH OF ��r l 1070 TECHNOLOGY DRIVE � ,�� THE EXTRUSION.REFERTO TEST REPORTS FOR EXACT DIMENSIONS. s7ewoARo Ho N.1/ENICE,FL 34276 A.LYNN MILLER,r.e. � 7)SEE SHEET 20 FOR SCREEN DETAILS. (941)•480-1600 SGD-5470� NTS � 3 OF 21 �� MD-5470.0 �� p,E,q 6g7p5 DETAIL�1 TYP.ANCHORTYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 irtrowoon IMOIMSONRY INTOMEiAL DADEAPPROVED MULLION,FBC wro nu�soNr+Y AtJD EDOE piSTANCE PER COMPLIANT ALUMINUM/STEEL 1X OUCHSTRIP SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR n•P qNCHOR TYPE,EMBEDMENT FRAMING OR STEEL S7UD.MAY CONCRETE/CMU �pGE FRAMING,SEE ANCHOR ANp EDGE DISTANCE PER CONCRETElCMU PER BE VERTICAL OR HORIZONTAL. PER ANCFiOR � DISTANCE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRA7E PROPERTIES, REQUIREMEN7 EDGE 1$NOTE 3,THIS SHEET EDGE TABLE A,SHEET 9 ' ' � S .a :' DISTANCE �I DISTANCEr EDGE DISTANCE , EMBED- . ` • ' � MENT "' EM6EDMENT — �[ EMBEDMENT ' . • EMBEDMENT � � I � f� � .•C� � � � 1XOR2XWOOD � � 8 � � � e � �_ � 1/4°MAX, a � 1/4"MAX. 1/4"MAX. 9!4"MAX, � Q BUCKSTRIP,SEE e � 60 ANCHOR NOTE 3, B TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND � � ea SHEET 1 a EDGE DISTANCE PER SUBSTR,4TE,SEE EDGE DIS7ANCE PER SUBSTRATE,SEE / / � TABLE A,SHEET 1&NO7E 3,THIS SHEE7 TABLE A,SHEET 1&NOTE 3,THIS SHEE7 8 � � � e� � N07ES FOR 1)DETNLS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / �ocKsrnes, 2)REFER TO ANCHOR NOTES,SHEET 1. � � A6TRAOALS, FIXEDSTILES 3)SEE SHEETS 71 812 FORANCHOR LOCATION 8 SPACING, AND �!8 X 3!4"SMS REINFORCEMENT FOR ANCHOR qUANTITfES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9116" KORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-17-1/76" ANCHQR PLATE A7 ��s EVERY ANCHOfi CENTERLINE AND 9"FROM tN6S ALL FRAPAE ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" LOCATION (FACTORY INSTALLED) &)SEE SHEET 20 FOR 3CREEN DEfAILS. 8)SEE TABLES 1 8 2 FOR REINFORCEMENT REQUIREMENTS. OPE�NWG 25 PANEL ALL REINPORCEMENTS ARE APPROXIMATELV 7HE FULL NE(GHT F�E SEE HE[GHT SILL RISER LENGTH OF THE EXTRUSION.REF�R707EST REPORTS FOR pRODUCT RENEWED HEIGHT NOTEs. EXACT DIMENSIONS. THIS SHEET VARIES WI7H as compl In with the ltodda REQUIRED BuIldlnp�o�e NOMNo. 15-1210.02 exreraaR POSITNE DESIGN eKplrationD e0421/2D27 U 82 � PRESSURE, .390—►t f�— ey � SEESHEETS' .390—r►i I-'�— � � Mlaml-oa o roduatcontro� ExTERIOR B1 OR G2 7&8. .�D--�1 F'�— } `�7 , 2s oa aB 39D � � 2.370 2.947 - 1/b"MAX. � 42 fl42 6HOWN � � �•793 I 3.484 I 4.04t GROUT AS 9 N43R5 ALSD APPLY',823 � 2.887 L L NEEDED,SEE 13 � l �'9�7 ANCHOR NOTF p i � .080 •080 � .080 5,SHEET 1 e 2. i� p � 2-1/2'=TOTAL ,pgp -•- 114"MAX. e SILL HEIGHT � o �j SILL RISEtt SILL RISER SILL RISER SILL RISER �� I C�'` ' 42 2-1/2"TOTAL 43 O(4-1H6"TOTAL 46 45/e"TOTAL � ��\,( A/j� l� � � Q� � � �3-5/2"TOTAL � ``�p\S,1]'NN j �i�i,. L . , ,� SILL HEIGHT) SILL HEIGHT) SILI HEIGHT) SILL HEIGHT) `�\�,�ti�;��rusF'••�F� � EMBED- � � • . , 4 , �iv1BEDMENT E�GE" / ;ir:' No.Sa%05 ..;�� MEtJT ., ,, ' • P-� , ISTANCE �"e VINYL SLIDING GLASS b00R NOA � 10/05(15 = ; � ^ '• . '' J! . r _ l/'rZ�+� _' . �pp� TYP.ANCHORTYPE, I 7YP.ANCHORTYPE, _ �INSTALLA710N,VERTICAL X-SECT. � J ROSOWSKI �-o':� ! ,:��; DISTANCE� �BEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND Q � �='� ' Z�j�u16:'tiV�` EDGE DISTAMCE FRAMING,SEEANCHOR EDGE DISTANCE � � ,�g �:�'� �'.rCOR1O?�'��`: CaNCRETE/CMU PERSUBSTRATE, NOTE3,SHEETI PERSUBSTRATE, CERT_OFAUiH.t{292B6 �•�SS•••••-•• C� � PERANCHOR DETAILF1 SEETABLEA, DE7AILF2 SEETABLEA, 1070TECHNOLOGYDRIVE � �� ''�;��UPll�i�� REQUIREMENT � SHEET 1 8 NOTE 3. � SHEET 1&NOTE 3. N.VENIC�,FL 34278 A.LYNN lAILLER.P.e. irrror.usoHqv THISSHEET �OW00D THISSHEET (941)-080-1800 SGD-5470� NTS � 40F21 �� MD-5470.0 �� pgpbg�ps 1 z � a�]C��lo a,Q�a " ,� 4 �+ � o Z i iEaw� 4 sa za es Z6 0 2B 37 BB tAAX'f6.6'O.C. , �N7ERIOR O_ 19 B8 EESMEEI't9 DETAIL H2 � Q 3B o IN EXIOR � P 70 B6 6F EE&HEE�T�79 �4€BL4B' �. �� OUTS�E CORNER B9 ❑� � 40 � � `� 90" 4 33 / y1 � fi�EflIOR O ��0v� /�� LJ.�,2n � � �0 84 MAX 18.8'O.C. 3, o0 FXT�EiRIOR E%IEHIOR � v O d' � - � � v 136" 90° O �y q � DETAIL G1 �+r � DETAIL H1 MAX IBb•o.c.o, ❑� ,as• �° � � INSIOE CORNER O INSIDE CORNER 40 D(TERIOR N7ERfOR 47 EXTERfOR v �MPJf3b'O.C. �g�gg � fl . � �� SEESHEETI9 V P O��R O z o o� � o � PRODIJCT RENEWED �Q�� me complying wllh iha Florldo OBu1lUing Code O NOA-No. 15-1210.02 � 135° Q Ezpiratlon Dat � 1/2021 INTERIOR By Mlaml-Da rodue!Control . t ' — O �U O Y �� ' NOTES ,� _ 0 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGUR4TIONS. 2)SEE SHEETS 14&16 FORANCHOR LOCATION 8�SPACING,FOR ANCHOR zc n za OQ a QUANTITIES,SEE TABLES 1&2. �� i�� 3)CORNEF�ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTEF210R, `�� Y IYNM/y�� i� � �� DEPENDINGONCONFIGURATION. `��tir�'�cF�SE�'•�F�' �'� . � •.''k^ DETAII G2 �,e.s•o.c.� E�aioR � ��+c;� No.so�os � MNC3.5'o.c. ,� �VINYL SLIDING GLASS DOOR NOA � 10/05/15 = �� 135° SEESFiEET18 f9 sa ' : �,}4 ' - OUTSIpE CORNER 80 � a� � CORNER ASTRAGAI HORIZ.XSECT, �� J ROSOWSKI %•o'•af�I��b ';�tu, '�P � STA�' F ' �� A �'� 'O'rC'-.�TOR1t]A•�G.�� 1070TECHNOLOGYDRIVE � �� ''�S�nNA`;�� N.VENiCE,FL 34275 q.LYNN MILLER,P.E. . ' (941)•480-1�00 SGD-5q70� NTS � 50F21 e� MD-5470.0 �� p,E.068T0.5 oP7�oNA�.t�ot�_ DETA1t 11 DETAIL 12 S7RUC7URAL � �i�'TOMA34NRY iNCOtdASOtiRY ANCHQRS FOR ��'. GQNCRETElCMU INTERIpR POCKET t � s+ a2 �� _ � �� NTEiild TYP.AhlCHORTVPE,EM�EDMENT PER ANCHOR JAMB s� � AISTANCE RE4U{REMENT � za z� AND EDC,E DISTANGE PER _. �` ;. SEEFIG L SUBSTRAT�,SEE TABLE A, � 1NTEfttOR POGKET'S MUST '! � o SH�ET 1&NOTE 3�9�lOW � , �� - SHIBSHEET ,_:. }• 'a,',. �IQUqEt,EtSTEPo..4CK3R7PQCKESS: INCLUDE A NQNSTRUCTURAL, '��' FOR DOOR HEIGH7S 86"ANp LESS: FRAMEdAM870REDUGETHE `' 10 '- - • .•.s• ' POSSIBlLI7Y OF WATER � •�'. ',. � ,..' OPT. tNFIL7f2ATtON. '`• ' Zi � ' '� At�TCHOR at �y '_.. .�� 1/4°MAX. 78 ��oaT. �MBEDMENT ,,-.�'` .` � - POCKET 8Y OTHEf�S�SEE o . :•i'. v 7. . NOTE 6 BELOW. . � � . . Exr�Rro$ ' `.1 - :" - , .EMREEj%�,�.�'� ' _ �ai--'`°-'_ -. : � ��. _ � MEI�(T" � �� FT. M��on 1!4'MAX. q A FOR DOOR HEIGHTS OVER 96" �` {� t �,`''_ ... - .. . ••� •}. ANCHOR � �0 2'I.9.r , :. . . : , • sFEF�L 97 MAX.O.C. 7YP.ANCWORTYPE,EMBEDMENT', CONCRE?E/CMU TH198NEET 3t `� �0 AND EOGE DtSTANCE PER e � ��GE`�-PER ANCHOR au 27 SUBSTRATE,SEE TABLE A,SHEET 1 OISTANCE REQUIREMENT � e Nare a,s�ow INTERIOR POCK�T EXTERIOR POCKET � ' s, si 7YP.ANCNOR TYPE,EMBEDMENT . METAI_TYP.,SEE ANCHOR NOTE ANp EDGE DISTANCE PER 4,SHEE7'3;ANGH4R LEN{3TH TII SUBSTRATE,SEE TAgLE A,SNEET 1 BE A MIN.OF 3 TNREADS BEYbND &NOTE 3,HELO TNE tufETA1 SUBSTRA7E ��E 2X WOOCt BUCKS7RIP OR pRODUCT RENEWED DISTANCE -+-� F�MtNG,SEE ANCHOR as compl Iag wtth the Ftorida . EI]GE I NOTE 3,5HEET 1 Np�q-No.��e 98-9210.Q2 DISTANGE OPT ANCHOR DE7AIL!3 ^ OPT.ANCHOR Explratton Do4e04/2'I/2021 INTOME7A4 �p118�pMENT I ` By ,,.�_,__,_r �7 OPT_ � C�� 17 OA7. 1147ami-D"a PmductCoMroi �raB�drrt�nrr � dETAIL 14 9!4"MAX.� �, 1I4�" � q =a utrowoon E �('R�I�O �J SO � � SEE FIQ t, SEEFIOI, '�' THISSHEET 3t ; TNiBSHEET� 2g R n � � �(OL7 � 28 � 2/ 97 i�1�ti��111!/tJ,J EXTERIOR POCKET `��4��y�YNN�,�t{��., EXTERI OR POCKET ��.,�.��c�as�''•:�' NOTE5 qs`, k� 1)�ETAIL3 APpLY 70 2,3 AND 4 TRACK CO(VFIGURA710NS. �ALUMINUM St.@tNG GEASS DOQR NOA 4 4U/05/1S =�"i�• id�.�p74' — 2}EtEFER TO ANGNOR Nt}TES,SHEET 1. �P-HOOK EXAMPLES,HORtZ.XS�CT, � J Rt7SOWSKI . r �,t ,.�� 3)SEE SHF..S'f 13 FQR ANCHpR LOCA710N&SPACING,FOR AMCHOR QUANTITIES,SE,E TABLES 1&2. �d�t.,(j{ �y ��b .•�= 4}SEE TABLE&S&2�OR R�INFORCEMENT REQUIftEMEN7S. � t <.g &)INTERIpR OR EXTERIOR POCKETS APPUCABLE FOR ALL INSTAI.LATION METHODS, ��_qpq�H.q2g29B a ¢8 '�C�,{.'•.,F�Fp�y�OP:'' �y�� A D itEVIBWEU BYT HE A(UTHORI�7Y HAV NG UF21SD CT�ICINAL ANq IS TO B�pES}GN�D 8Y OTHERS 1070 TECHNOLOGY ORiVE � �� '%cs�`/pNAL��` N.VENICE,FL34275 ��a t��`� (941)•480-1800 SGD-5470,� NTS 80F21 � MD-S470.0 �� RYNH�t�u�,a.e. P.e.a saroa Tna�E�: - ' Dealgn Pressure(DP)and Anchor Quentltles Required, (for ell eppro�ed configurallona on Shee!2) Lke lhts teble for poor Unit Helght ANCHORAGE 7'YPE PER SUBSTRA7E REqUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LIS7ED BELOW.SEETABLEA, - Asttagal Relnforcement t129 80` 84" 86" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. lceksllle RelnfacemeM N25 or#26 88-75/16°DLO Helght 72-16I76°DLO Helght &{-06l16"DLO Heighl THE MAXIMUM DP AT THESE ANCHOR QUAN71TIE5.ADb1TIONALIY,7ME Std.Interlock Reinforcement 82% Anchor Group Anohor Oroup Anchor Group MAXIMUM POSITIVE DP DUE TO 7HE SILL HEIGHT MUST ALSO B� A B C D A B C D A B C D CONSIDERED,S�TABLE B1,THIS SHEET. Desfgn Pressure t127,1/•127,f psl +f20/-120 ps/ +�p2.9/-1028 psf #OF ANCHORS THRaUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 18-1l8° HeadlSlll C5+� qrj C3+1 C3+1 C5+� C3r7 C3t1 C3+1 C5+1 C3*1 C3+1 C3+1 --CLUSTERED Ai'PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT �� Jamb 6 5 6 6 5 5 B 6 5 6 6 5 MIDSPAN OF PANEL). Width P-hook 7 7 7 7 7 7 7 7 s 8 B B _"�70TAL#OF ANCHORS THROUGH THE JAMB. DeslgnPressure +�0&3/-10B.3psf +�p0,2/-iOD.zps1 +05.3/•B5.3psI ,THE#OFANCHOR3REQUIREDTHROUGHTHEP-HOOK, 25-118° HeadlSlll C5+1 C3+� C3+7 C3+1 C5+1 C3+1 C3+� C3+� C6+� C3+1 C3t� C3+� P�RPENDICULAR TO THE GI-ASS, 30" Dl0 �e� 5 6 6 5 5 6 8 5 6 5 B 6 � Widlh P-hook 7 7 7 7 7 7 7 7' 8 0 6 6 � DeslgnPressme +82.9/-92.8pa/ +87.31-87.9pa! +73.8/-73.8ps/ e 31"t�B� HeaNSill C5+1 c3+1 C3+1 c3+1 C5+1 C3+� C3r1 C3ri C5+1 C3+1 C3+1 C3+1 a 36° DLO ��b 6 5 8 6 5 5 8 5 5 b 6 6 � Wldlh p.hook 7 7 7 7 7 7 7 7 8 8 8 8 Z OaslgnPressute +78.4/-79.4ps1 +78.4/-7fl4psl +05B/-B5.8ps( 3T-118" HeadlSlll C5+2 C3+1 C3+1 C3+� C5+2 C3+1 (:3+1 C3+1 C5+1 C3t1 C3�1 G3+1 42' DLO TABLE 81: �� Wldth �emb 6 6 6 6 5 6 8 6 5 5 8 5 Waler•Limlled FIG 1: '� p-hook 7 7 7 T 7 7 7 7 8 6 8 8 (+}Deel�n Pr��vre OH LENGTH Desfgn Pressu�e +fi0/-60pst +60/-60psf +60/-80ps( SIII Nom.SIII Max.(+)DP 4�'�� Heed/SIII C3+2 C3f'I C3+1 C3+1 C3+2 C3+� C3+1 C3+1 C5+7 C3t1 C3+1 C3+1 48' DLO Ris� Helghl Allaved � DOOR ASSEMBLIES Wldth �amb 5 6 6 5 b 6 5 5 6 5 9 5 � INSTALLED WHEftE THE N0I10 1-11l18' Sl'ONOle2 pROOUCTRENEWED P-hook 7 7 7 7 7 7 ' T 7 0 8 B 8 W OVERHANG(OH)LENGTH IS ps�ompl In with the Florida 42 2'1�2" +38•�ps� = EQUAL 70 OR GREATER THAN em�mng�oeYe q3 3.�)p^ +gp,0 psf p THE OVERHANG HEIGHT IS NOMNo. 15•1270.02 USED IN EXAMPLE ON SHEET 8 � qq 4q��5� +80.0 paf EXEMPTED FROM WATER �p�ratton Date04129/2027 � 4�8„ +�� INFILTRATION RESISTANCE. ay Mlaml-�de Produef Control DLOHE�IGIiT=D ORHEGHT'o17-18-g9118" `��IYNNJA1j�� I � C�......... � i PANEL HEIGHT=DOOR HEIGHT-2-1/2" \�\a`Z`�•'��GCNS�"��'P ��i� TABLE NO7ES_ � �� '* ' �VINYL SlI01NG GLASS DOOR NOA $ 10/05/15 �'h:� No.�6705 _ 7)IF WATER 1NFILTRATION RESISTANCE IS REQUI(�,7HE LESSER VALUES OF EITHER TABLE 1 �DP&ANCHOR QUANTITY TABLE ��S J ROSOWSKI ' � � ( �= AND TABLE B7 DETERMINES THE WATER LIMITEO + oP. :-a•. (�� 6;�uu` 2)IF WATER INFILTRATION RESISTANCE IS NOT RE4UIRED OR OVERHANG IS PER FIO 1,A SILL 0 � �a ��U'., g� E F : �� RISER IS NOT REQUIRED.IF S0,+DP'S SHOWN IN TABLE 1 MAY BE USED. — � �A ' �` ••.F�OR10P.�(�`: 3)SEE SILL RISER TYPES ON 9HEET 4. certr.oF nurr�.mezee m m '',;�S •""'• L�� 4)SHEET APPLIES TO 2,3 AND 4 TFLICK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE � �� '��;S�ONA��.�`� b)REEERTO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 a.�rnN�an�eR,P.G 8)SEE SHEfiTS 11-16 FORANCHDR LOCATION&SPACING (941)-480-1600 SGD-5470� NTS � 7 OF 21 �$ MD-5470.0 �$ p,E.tl5B705 ' TA6LE 2 Aastgn Pressure{DP}and Anchor ttuantlites Requtred, {ior ali approtied aonfiguratlona on 8heet 2} ANCHORAGE TYPE PER SUSS7i2A7E REQU1REt2 TO ACHIEV�TNE DEStdN Use this table for. Doar Unit He1pM PR�SSUR[,USING THE ANCHOR 4UANTIES LISTEp BEIAW.SEE 7A6LE A, AeStagat Re]ntarcement#28 BO' g4' gg^ 1pgr qyp�� SHEET 1 FpR COMPI.ETE ANCHOR LIMITATIONS. 400katlie Retnfarcement N2b BB-15/16°DLO iietgM 72-16/18 6L0 FietAhl 84-16/18"DLO Nelght 9t3-1Sl16"DLO Hetght 1�-f5fi6"DLQ Fielght TFiE MAXIMUM DP AT TNESE AfiIGt{dR GIUAN7I7lES.ADD17iONALLY,7NE HD Intedwk RelnforcementN28 Anchor Group Anchor(3roup Anahot Group Anchor Group Anchor Group -MAXIMUM POSITIVE DP DU�TO THE SILL HEIGHT MU57 ALSO BE A B G D A e C D A B C D A 8 C D A B G p CQNSIDERED,SEE TABI.E 62,THIS SHE6T. Destgn Pressuro +16f}4l-169.d psf +18Dl-980 pst t137.1I-i3T.t pst +i261-i30 ps� +�t?&7l-9i5.8µzf #OF ANGHdRS THROUGH 1HE HEAD&SI[.�.(EJC:FQR C3tf,3 MIGHORS 19"��p Head18111 C5+1 C6t1 C5+1 C3F1 C5F1 C5F7 C6+1 C3+� C5+1 C5+1 C5+1 C3+1 C5+1 C5�1 G5+1 C3+� C5+1 C5r1 C5+1 C3+ —�'""��CLUSTERm AT PANEL MEETING PO1NT AND'�ANGHOR REQUIRED AT 24" DLO ,�amb 5 6 7 5 6 5 7 b 5 5 7 6 8 8 8 8 6 � g 6 MIdSPAN OF PANEL). WtdU� 70TAL i�OF ANCHORS THRQUGH THE JAMB. P•twak 7 7 7 T 7 7 7 7 8 8 II 0 9 9 �S 9 79 t0 i0 10 THE#OF ANCHORS FiEQlllRED 7HROU�N THE P-F{OOK, DeslgnPresewe +�41.6/-197.8psf +133.8/-433,6ps( +113.8/413.eqs/ +89.i/-i07.4ps! +87.8/-95.1psf PERPENDIGULART07HEGLASS. 2��/g" tleadtSU! C5+2 C5+1 CS+1 G3+1 C5tM1 C5+1 C5+1 C3+1 C5+� C5+1 C5+1 C3+4 G5+1 C5+1 C5+1 C3+1 Cbr1 C5+1 C5#i C3+1 30" Q�-4 Jamb 5 6 7 8 5 5 T 5 6 6 7 6 8 6 8 8 6 & 8 6 w�ain P•hook 7 7 7 7 7 7 7 7' 8 8 8 6 9 8 8 9 10 10 10 �0 ReslgnPtesswe tJ23.B/-023.8pst +i98.4/-i96.qpsl +98.5/-98.5psf +95.3/-924ps/ +75.9/•81.Bpsl F��~`�M1""��.,,.,,, 31 1t8" H$�ySiY C5r2 G5t1 C5t2 C3+1 C5+2 45+i C6t2 C3+i C5a2 C5+i C5+9 C3+t C5t1 Cfi+1 CFi+t C3+t G'�.stt C5+4 G6+� C3ti OFI LEt�lGTH 36° Dt.O �arnb 5 5 7 5 b 5 7 5 5 5 7 6 6 6 8 8 8 6 8 8 Wldlh � F�hook 7 7 7 7 7 7 7 7 8 B 8 B 9 9 9 9 10 10 10 10 � DOORA3SEMBLIES � t)aslgnPressurs +404.&I-l04.6psf +104.5t-iO4.6psf +87.81-87.8psf +757t-82psf +665J-72pst � iNSTALt.EDWHERETliE � 37-118` HeadlStll C5+2 C3+2 C5+2 C3+� C5+2 C6+2 C5+2 C3+j �+2 C5+1 C5+2 C3+1 �+2 CS+� C5+2 C3+1 C5t1 C6+1 C5+1 C3+� w OVERNANG(OH)�ENGTH IS a a� �� Jamb 5 5 7 6 5 5 '/ 5 5 5 7 5 8 6 8 6 6 B 8 6 = EQUA4 TO OR GREATER THAN � 'N4�n p 7HE OVERHANG MElGHT)5 � P-hoak 7 7 7 7 7 7 7 7 8 8 8 8 9 S 8 S itt 10 14 t0 E}{EMpTEp FROM WATEft z OeslpnPressure +sp/-gpps/ +gp/-gpps/ +ep/-80psf +60/_g5psf +60/-85pst IN�ILTRA710NRESISTANCE. `�'�� Head/SIII C5+2 C3t2 C5+2 G3r1 C5t2 C3*2 C5+2 C3+1 C5+2 C5t2 C5+2 C3+1 C5+2 C3+1 C5+2 C3+9 C5+2 C5+1 C5+2 C3+1 A8" OGO Jamb 5 5 s s 8 5 8 5 5 8 7 b 6 6 7 B 6 8 8 8 Widih TABLE 82: pRODUCT RENEWED P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 1p 10 f0 as oomp{in with tho Florlda DealgnPressure +7q,y/.74.lpsf +7A.1/-74.9psf +g3.A/-B3.Bpsf Water•Umlted uu�ia�ngL�oc�e ��5� HeAdlsit! G5+2 C3+2 C3+2 G3+i C5+2 C3+2 G6+2 G3t1 G5+2 C3t2 C5+2 G3+t {�)ReeignProssure Non-No. 75-1210.02 �� W�da Jamb 5 6 6 5 5 b 6 5 5 5 6 5 SIB Nom.Siii Max.(+jDA �arret�oa uate�¢��f2021 P-hook 7 7 7 7 7 7 7 7 B 8 8 8 Rlset Fiel�t Allovred gy� —, NOt AVBllebl9 II11heS&SIZeS. m�am- s d Pioduct�onGr 1�- UestgnPtessr�a t&OJ�$Qpst +601-80psf +�pl-60pst NonB 1-19l18" SesNote2 35-ila� HeadlSilt C3+2 C3+2 C3+2 03+1 C5+2 C3+2 G8+2 C3+1 C5+2 C3+2 C5+� C3+i 42 Z i!2` +38.7 psi fi0" DLQ ,�mb 6 6 5 5 6 6 5 5 5 8 6 6 43 &112° +60,0 psf Wfdih P hooK 7 7 7 7 7 7 7 7 8 $ 8 9 44 41t1S" +84.0 psf A5 A-518' +700.0 psi DLOHEGHT NDOORHEIGHT�11-176'ji� ��`�`I4YN�V�t��i�� PANELHEIGHT=DOORHEIGH7-2-1/2° `�z��''�>4E�'�sC'��F'P��: ��z: ',-;c�� TABlE NOTES: . n SLIDING GLASS DOOR NOA � 10/05115 ` �' ��n�i67Drr , _ AND T,ABLE 2 DIE'E RM NES TFC6 WA RI I.SMI EDREpa,�6 L�SSER VAI.UES OF EITHER TABLE 2 �DP�°° -°- ' ' �' - �_ { � �VIN ANGHOR QUANTtTY 7ABL� ��J ftOSdWSKi ;,'�� S t.� �i� 2j IF WATER INFILTRATION RESISTANCE IS NOT RHQUIRED DR OVERHANG!S AEI2 FI�1,A SiLt � '.�n'-, s t�f-�z ''a�� RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USEp. � ,� �`Coa�oP;.�'��: 3 S�E SlLL RISER TYP�S ON SHEET 4. cERr.p�nurti.qz92es � �� %rsn' """ �,C�� 4}SHEET AFPl,IES TO 2,3 AND 4 TRAGK GpNPtGURA7t4NS, 147Q TEGHN4LOGY DR1VE � �� 'i1��l�iii,1``� 5)REFER TO ANCHOR NQTES,SHEET i. N.VENtCE,FL 34275 e)SE�SHEETS i t-16 FqR ANCMOR LOCATION 8 SpACING (941}�180-1600 SGp-5470� N7S � 8 OF 21 �� Mp-6470.0 �� A•4VNH MILLF7i,P.E P.EH 58T05 EXAMPI:E: 4 9EE FIOl1RE BELOW FORADOITIONAI� INTFRIOR I_ CFIJTERIJNE CEN7ERLINE 3�PANEL�3TRACK,STRAIGHTCONFIGURATION-PXXX� FRMAEJAMBREQUIRED HEADSPLICE �`OFINTERLOCK �OFfN7ERLOCK ANCHORINFORMATIOH. INTERIOR MOUNT POCKET,48"X 84°NOM.PANELS, (dj INTERIORPOCKETS e• C£NTERLINE I CENTERUNE CENTERUNE LAMINATED,IG GLAZING,ANCHOR GROUP A 1N WOOD SUBSTRATE, MNC. OFPANEL 1 oFrnr�.z OFPANEL3 PROJECT DESIGN PRESSURE RE�UIRED:+48.2(58.6 PSF POCKET BY O7HER9.SEE NOTE 6, 6HeET6 ��2� '+2'ANCHORAOE. 28-3JB'MA)C. 8' ANCHORAOE. '+2'ANCHORAGE. MAX. g• N(, 6HEET12 SHEET'12 SHEETI2 'C3'CLUSTEP, 'C3'CLUSTER, ENDANCHORAGE EXTtR10R SHE0T72 6HEET12 (MIN:7ANCHOR) � `—��—� SEEPOCKEiJAA18 SPLlCENOTE: IN9TAllATIONON HEAD ANCHORAGE DETAILS OPT.ANCHOR � NON•9TRUCiURAIANCHORBMAY ' SHEET6 pXXX 3-TRACK). TO Alp IN� BE AD�ED IPJ•FIELO AS NEEOED TO � ALf6NMENT pLIGNTHE HEAD OR 61LL IF A SEE FIGURE BELOW FOR ADDITIONAL SPLICEOCCURSWITHINAPOCKE7. INTERIOR CENlERC11JE CENTER!!NE - $II.L SPLICE OF INTERLOCK OF WTERLOCK ANGHOR INfORMATION, 8' CENiERLINE GENTERLINE CRJ7ERLINE �--��'--1 MAX. OFPANELI � OFPANEL2 OFPANEL3 POGKETBY o ° EXTERIOR INTFfiIOR O7HERS,SEE NOTE 9. o 0 0 0 0 � _ L� � 9HEET B ,�, R6:11B"MAX. 8' ANCNORAGE.- ��CHORAGE, �Vp•qryCHORAGE. MAX SHEETII SHEET�1 SXEET77 ,C3'CLUSiER,_ 'C9'�USTER, q.�DANCHOMGE �TERIOR SHEETI'I SH�� (MIN.IANCHOR) � �y�, 27.8' FRl�MEJAMB SEEPOGKETJAMB MAX. REQUIRED� INSTALLATIONON SILLANCHORAGEDETAILS O.C. INiERIORPOCKETS &t�ero p)()()((3 TRACK) PRODUCT RENEWED 1)KfJOWING 7}iE PRODUCI'S RE{1UIREMENTS,SCAN THROUGH TABLES 1&2 as compl In rrlih the Florida FOR A DESION PRESSURE THAT MEETS OR EXCEEDS THH REQU{REMENT OF emming t�otPe +48.2F58.6 Al'A NOM.PANEL SIZE OF 48°X 84".FROM TABI.E 1,SHEET 7,THE e+on-No. 15-1210.02 END PANEL AM1ICHOR EXCEPSION: p4/2i12021 DESIGN PRESSURE IS+00l-60 WHICH EXCEEDS THE PROJECT DESIGN �ISTIWCETO NEXTCLVSTER Expleafloo Date pRESSURE REQUIREMEPffS. ro ee zeare'O.C,OR 4E6S Hy Mla -0 roduet Control � FOR WOOD INSTALLATION USING ANY Heetlt3111 Ci+2 ANCHOR IN GROUP A(SEE TABLE A},TABLE �mb � 5 1 SHOWS ANCHOR REQUIREMENTS OF: P•h°°k 7 . 2}ANCHOR LOCATION DETAILS,CAM BE FOl1ND ON: CENTERLINE OFENo PANEL ' s•Mnx. HEAD(CLUSTER ANCHORS):SHEET 12 FORTHE"C3"CLU3TER ANCHORS AT °_�' THE INTERLOCKlASTRAGAL. - FOR SILL(SHOWN)AND HEAII,ANCHORS ATTHE OPi.ANCNOR HEAD(IIV7ERMEDIATE ANCHORS):SHEET 12 FORTHE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF 7HE 7owo IN O.C.OISTANCE TO THE NEX7 ANGHOR CLUSIER 13 OVER auoNMetar MIDSPAN OF EACH PANEL. ?5-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS `��`�,YNN'/y�l��i� P-HOOK JAMB SILL(CLU8TER ANCHORS):.SHEET 11 FORTHE"C3"CLUSTER ANCHORS AT P�THE FIdURE ABOVE: � pN ......,, (�c� �'. ANCHORAGE ANCHORAGE THEIM'ERIACK/ASTRAGAL ; �`r..••�,�ceNSF'••.,? ; SILL(INTERMEOIATE ANCHORS):SHEET 11 FOE2 THE"+2 ANCHORS AT THE ' '•.ic; DETAiLS DE7AILS MIDSPAN OF EACH PANEL, VINYL SLIDINO GLASS DOOR NOA 10l06/16 ` ��'�. N�.`��705 JAMB:6 ANCHORS,SHEET 13 FOR GEN.LAYOUT. � � - "�S _ FOR PROpUCT REFEF2ENCES,ALSO SEE: RHOOK:7 ANCHORS,SHEET 13 FOR GENERAL - ' A)SHEET 2 FOR ALLOWABLE CONFIGURA7IONS AND eXAC7 �qyp�T, �STRAIGHT DOOR EXAMPLE �� J ROSOWSKI ;_d�•`.'� I�'Il� : ur� I.00ATIONS OF CROSSSECTION DRAWINGS. < - �� A Yn'iC�� B)SHEET 10 FOR SPECIFIC GLAZING NPES. 3)INSTALLATION DETAILS INTO WOOp CAN — � � �� C'C �'••F�OFU�P,•'��C`�` C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: certr.oFnurH.u2szea m �� '�;SSIpNA�•��\ D)SHEETS 4&18 FOR EX7RUSlON CROSSSECTION DRAWINGS. HEAD&SILL:SHEET 4 9070 TECHNOLOGY DRIVE � � ��7��ti�� SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. �AMB;SHEE7 3 N.VENICE,FL 34275 A.LVNN MILLERp.E F)SHEET 27 FOR A BILt bF MA7ERIALS. P-HOOK:SHEET 6 (941)-480-1800 SGD-5470� N75 � 9 OF 21 �� MD-6470.0 �� P.�6ero� SILICONE HO7-MELT BUNL STRUCTURAL STRUCTURAL SILICONE yJ�B'NOM. POLYISOBUMEN 1!4"NOM. FOAM WITH�ESICCANY WITH 1-1116'N061. DESICCAN7 EXT.GLASS EXT.GLASS 3J18"T dLASS 76 76 11l18"AIRSPAC� �� 7e 3I76'T GLASS — pqINTED/ ' INT.GLASS INi.OLASS Oo � ///'''��'''LAMINATED �SURFACE KODISPACE SUPER a°`�a'°R ' � 75 7B � PROOVCTIS'EXiERIOR- � � I �4SG TPS SPACER�NXT OLA2E0°IFAB2-B91S � I ��"nss� TOWAR0.STF1EeMERIOR. I I BITE a'�'� i i PRODUCT IS 9N7GRIOR �y GLAZED'IP UB2-B31S � TOWARD9lHE1MERI0R � AI.UMINUM ee REINFORCEMENT pOLVISO- DESICCANTFILLANEA BUTYLENE 5(16•NOM. GLASS DETAIL 9l18'NOtd. &�- ��TY�� SILICONE SEAL DESICCANT ROLL•FORMED PRODPC gR/EhMWFlortda FOAM STAINLESS STEEI. NOTES: �ulWfng CoRe EXT.GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAWTED OR LAMINATED. Noa-rao. 7 5•1270.02 FXi.OLASS 2)PRODUC7 MAY BE EI7HER 1NTERIOR OR EXTERIOR GLAZED. ExplroUon oata0A/21/2021 °T"=TEMPERED By Mlam-D raQuct Cont ol INI'.GLASS 1NT-G1.4S3 DUftASEAL� XL EDGET"' " SPACER 78 SPACER ��.�1YNM/y/�� : '.�'�''��GENSE�'•�'� �: �Q�?�. . * � �VINYL SLIDING GLASS DOOR NOA � 10/05/15 =i�� N��•581a5 _ _ ; � ' �^ � OLAZING DETAR.S � J ROSOWSKI J�'�, CQ IS 16 : W; a < �'A '' �� F '`2�; � � �d �.o�••. F•�on�v!:••;�C�� CERT_OF AUTH.�'t9296 �i S �'i ` 1070 7ECHfVOLOGY DRIVE � �� 'S��i�i i�L`��` N.VHNICE,FL 34275 A.LYNN MILLER,P.E. (841)-48a1800 SGD3470� NTS � 100F21 �� MD-5470.0 �� p.EJt5B705 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEqIATE ANCHOftS LAYOUT; ASTRAOALOR A6TfiA0At OR PANEI.. P�L INTERLOCK-�-+ 'INTEALOCK— PANk1 CENTEFlIN6 CEM[EEtLINE �._r,,.,4. CENTERIINE F„_A� CENi62LINE ,,,.._4o CEHTERLINE 4�� .;:�� , � ._ .� . �..� . �., .. .. .^ o � o a o � � � p� EkTER10R 6 ERIOR �J(t�RIqR EXTERlO$ E%TERIOR '� 2TRACKCLt137ER•C3• � 2-TRACKCLUSTEft'G5' � 2-TFtACKINTEflMEDIA7E `J 2-"IW+CKINifRMEtNATE �J 2-iitACKINiERN�p1ATE ANCNOR LOGATlON9 ANCHpR LOCAlIONS •Fi��ryq{pR�q�A7�pp� '+2"ANCHOR LpCAT10N5 •�3'ANCHOR LOCATIONS ASTttM1CiALOR ASYI?A6AL OR PANE6 INTERLOCK— IN1'ERLOCK— PAN81 PANEI CENfERLINE' CBN7ERLINE 4� GENTERLWE A° CENiE1241NE CENTERLINE 4" 4" 0 0 o e EXSERiOR --�c 322' XTEnRiO 3.22" EXTERIOR EX7ERtOR 322° Fr.XTERtOf{ —�f 3.22" � 3�TRACKCWSTER"C3' �j 3•TRACKCLUBTEq'GB' '�j' 9�TfiACKfN7ERMEDIATE �J 3TRACKIN7ERMEDIATE � &7RACKIMEPM401ATE ANCIipp lACh7lONS ANCt{pRlACr1714N3 '41°qNCHORIOCATION '*2'ANCHOR LOCA7�ON5 '�3•ANp�OALOCAriONS ASTRAGAIOR A8TWt0ALOR pqNEL PANEI. PANEI. IN7ERLOCK— INTEfiLOCK— CENTEqtINE CENTER4B�7E CEN7ERLINE CENfERLINE 4� CENTERLINE q�� 4�� w O 0 O 4 0 O E ERIO 3.22" EXTEt-ft�10R 3.22' E� EXTE�Rt Qft EXT�E}RIQR 3.22" � 6•TRACKCLUSiER v A7RlrCKCLU$7ER � 4TFNCK�N7ER?�fED1ATE' �` 9-TRACKtMERMEDIA7E v 4TWICSSINTERMEONTE 'G3'ANCHORLOCATION$ •CY ANCNOR LOCATIONS "M ANCHOR LOCATION '+2'ANCHOR I,pCAT10N9 •+3•ANCHOR LOCATIONS NOTES_ v�uurcEseearawromeFou.avw¢su � 4}AlL d3MENSIOF2S SFSOWf�E ARE BASED ON MFNtMUM ALLOWED. NOTEB; MIERMEP1nTE14NCHoft LOGhiqN9: 7)AlL p1MENSIONS SHpWN ARE BASEp ON MlNIMUM ALLOWEp. 2)TRACK-TO-TRACK DlSTRNCE tS 2.375" 2,375" 2}TRACK TO 7RACK fQR AlL 3IL�S: � DISTANCE IS 2.375" 2.375" FOR ALl SILLS: PRODUCTBENEWEb 11llltlii(JtJ, Headlstll +1 Bu Iqing GOCewlth the Plorida \.`��O`\f�YNN ly��l�i�� FIGVRESPEtiTAWTOTHEPoltOriiNG51LL �k � NOA-Na 15.1210.OZ ti��C�••`10ENS�'�`F� �� CiUSiEttANC}WRLOGA7tONx •• `i; �'•��{� �PSMt[on Dat �412S12d2't ��_� : Na.:ii37Q5 : ., �VINYL Sl.1DING GI.ASS DOQR NOA � 10106/15 aq _ ' � � Mia 4 e Produek Control �ANGNOR I.OGATi{�htS A �� J RQSC}WSkCt ;��';�� a'-( �( �W� :C) ' ST/?��•�f� � t /,• .' FCOR�a�•'�� '�� a�3�� j CERT.OFAUTH.H2B296 � $� '��s's�a(�IJ��„�,�` Jamb 6 1070TEC1it�lQCOGYDRIVE � �� 'rrtll��siit� P•hopk 7 N,V�NICE,FI.34275 (841)-480-1800 5GD5470,� NTS 11 OF 21 �� MD-5470.0 i hI,YNN MLLEft,�*.e. p,E.Y 58705 � NEAD CLUSTER ANCHORS LAYQI)T: HEAQ"+"INTERMEDIATE ANCHORS LAYpUT; . ASfRAGAIOR ASTRAOALOR Pht{EL PANE� ~ INfERLDCK— �� INT2RLOCK— � �}" P�� CENiERLINE A° ¢" G:NTERIINE CENTERLINE CEMERIJNE C6MERLIN� � .�.. IL i�"�'� �� .�r.i EX7EfttOH $,2Q" FJGTER40R 3.Q2u E%TEF2! ft EXTERIOR 3.22° EXTERIOR 3 pz" � 2-7WiCKCLU6TER`C3' � 2-TRhCKCItiSiER'C5" `% 2TAACKIN7EHMEOW7E �i'' 2•TfNCKINS'cRHEDIhTE_ � 2-TRACKtNiERA1Et3LlIE ANCHOR LOGF7IONS ANCHOR LOCpTI0N5 •N'At1CHOR LOCATION 't2'ANCHORLOCATIONS '+9'ANCHOR LOGATIONS ASTRAOAt Oit ASTftA6AL OR PAHE� INTERLOCK---r- INTERLOCK— � PANEL PANE� ..—r GENTFRLINE� CENTERLINE aw CENTERLINE 4� CEN�ERLIN£�� CENTERIING .4,7b" `�� ,�.,-; ..,,�� _+� . _ ...._`,, ..�. �� —►� 3.22" EXTERIOR ^�1 3.22" IXTER(OR --� $.Z2" EXTERtOR EXTERtOR EXTEPoO '� J-TRACKCLUSTER'CS' � 3•TMCKCLUSTER"CS` � 3+7RACKINT�RMEOIA7E � y2 p HORLOC:ATONS � +9'�AN NOR OCApONS ANC430R LOCAStUHS ANq{OR l4CATi0NS 1'RNCHOR 40CATION ASTIL1GAl OR MS7RAOAL OR PANEL pqryEl_ PANEL IMERLOCK— INTERLOCK •�-� CENTERI.INE CENTEf141NE CENTERLINE� 4�� L'%NTERLiNE 4�� OENTERUt� 4�� EXTERtOR ' EXTERfQR 3.22" EXfER10R EXTERlQR + EXTERIOft 3.22° 3.22' (�t F�E �{ �/ 4TRACKCLUSTER � � q•TRACKCWS'fER " �r7RpHCHORLOCA7I0N " 4T�ANCH�O LR OCA��T�10 Sry2' " 4T�ANCHORLOCM1 ONS+g' •C9'ANCHOR IOCATIONS 'CS'ANCHOR LOCATIOMS ' NOTES: Ftout�svmruta ranteFouawttct�,o 1}AlL DIMENSIC}A!S SHOVitN AR�BASED ON M3A41M11M ALtOWED. uersr�wn'�ar�cxorttocnTwtts: � NO7ES: 2)7RACK-TO-TRACK 1)ALL DIMENSIONS SMQWN ARE BASED QN MINIMUM ALLOWED, pISTANCE IS 2.375" 2,375' FdR ALL HERDS: 2)TW+CK-TO�TRACK D15TANCE IS 2.376" 2.375" F4R AlL HEADS: � as�complp�i 9 w1Etfi therFR Sda tll�l�� LYNN r�Ilrtrj�i Nend!&�t 1 eu�Iding code ;.��'�Q.............lt�C �� FKaWtF3PERTAINTOTNE wvnrxiH '�� 6 NOA-Na 15•7210.02 i 4_: �,l�ENSF'•.,�Q � ClU47ERAHCNQRIOCAttO.YS: P.hook 7 �'• �; 8xptmtfoe Dutc0 4121120 2 9 �'iC' Np.60'tU5 �VINYL SI,IDING GLASS DOQR NOA � 10105H 5 Hy --��'-'} �w:��' At�'uP� " min -i�uclConlrol ,.41� �ANGHflR LOGATlONS B J ROSOWSKI :pfl'•., st ;�$W�' ..fitoatv�.•'��. � � �� '�'',��,S,S/OrlA�-�t:�`: HeadlSill 1 CEPT.OFAU7H.�2B299 ; �� Ill�ni�� , .t�mb 6 1074TEGNKOS.O�YDRtVE $ •hook 7 N.VENtCE,F�3A275 " (941)-480-1800 SGD-5470� NTS � 12 0F 21 �� MD-5474.0 �� A LYPE.n�ceios pE. �I i,� - -- - ----�- � �-� � - .� — �� —-- FIGUHE9PERTNNTOTHEFOILQWINOWdB/1NCHORLOCAlIaNS: P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT (PARTIAL VIEW): - — � �. 2.375" --►j�r--- 4.7�' �7.125�� C� 8" MAX. HesdlSill C3*1 21.8" 21.6° 21.6" Jam6 6 MAX P-hoolt. 7 Q C EXTERIDR Q E%TE��R O.C. E�R � ry OPT.AiJCHOR� ' TO AID IN ACIGNMfNT ' �� NOTES:• e�� 8 �� 1)STANDARD ANCHOR LOCATIONS SHOWN. ��•� M�' M�� FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY I 2-TRACK FRAM6 3-TRACK FRAME � 4 TRACK�RAME BE LOCATED IN ADJACENT TitACKS JAMB ANCHORS JAMB ANCHORS JAMB ANCHOf23 (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET M(N.EDGE OISTANCE CONSTRAINTS. 12° MAX, JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500° PER END @ 9"X.500" PER END @ 1"X.600" � � SILL � SILL SILL E�IOR _ EXTERIOR EXTERIOR f� � (3)TRACK WEEP HOLES 6 TRACK WEEP HOLES � 6�� • EVERY 24"@ 1.125"X.190";� � � ��_ (10)TRACK WEEP HOLES � OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190"; EV[RY?A"@ 1.126"X.180°;� � 70 AID IN 24"�1.376"X,609° (7)WEEP P70TCH EVERY (q}WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375"X.600" 24"Q 1.375"X.600" NOTES: 7)SEE TABLES 1&2 FOR EXACT QUANT{TY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS� PRODUCT RENEWED �� OF ANCHORS REQUIRED IN THE P-HOOK. _ As comp�m w�th ihe Flodda `��`��.�4YNN�y��i,� � NOA-No�o�e 15-7210.02 \�3*��''��CEN3F.4FQ ii F�cux�sP�ttrn�nloixera�amNoroc�r�a � �t • .� nr�cKoa�ocnnoxs: ExpiratlonDate0421/2021 �,�; '•.�tr' rio.so7oa �VINYL SLIDIN�GLASS DOOR NOA � �0/05I15 sr i ' _ � �� __ ; � � MI -D Produot Conitol i��• �ANCHOR LOCATIONS C �� J ROSOWSKI IS I�? ;�u!: � ��'• s r� F :.4: S S � � �� .,.'�ss�cafi�o!`�`�C�: CERT.ORAUTKN29208 p �'�� OIV�1• �� HaeA15111 C3f1 ' "' L� damb 6 1070TECHNOLOGYDRIVE $ Q ��""�� P•hDDk 7 N.VENICE,FL34275 q.LYNNMILLER,P.E. (94i)•480-7600 SGD�470� NTS � 130F21 �$ MD-5470.0 �i PFJ268705 , eiouaeseenrnwrome � WEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CQRNER CLU57�R ANCHORS LAYOUT: Fo�o�,��•�«��s� - ANCHOA lOCA710N9: � � 90' a° 4� a° 4„ � 4�� 4� q� 4�� 777fff o � �i o Head/Slu � �� Jamb 5 3•�� EXTERIOR `3•22��EXTERIOR ' o �I P-hook 7 T-lRACK90•CORNER 2TRACN80'COflMER n •CA'ANCHORLOCATIONS � 'CB•ANCHORLOCATIONS �J 2-IRACK90'CORNER E%TEWOR 2TMCK90'CORNER EXT� (I1S[WHERE'C3'IS SPECIFIED) (U9E WHE3iE'GS 19 SPECIFIEO) •Cq•ANCHOR LOCATION9 'CB'ANCHOR LOCA710N5 (USE WNERE'C3'19 SPECIFIED)� (USH WHERE'C6'IS SPEGIFIED) � � � H A F 1 0 4. 4„ PROmPCng RENEWFlorltla Q° 4n Bufldinp Code NOA-wo. 15-1210.02 Explratlon Date 0412'I/2021 4� �o �„ 4�� o BY . Mla de Produet Control EXTERIOR 32r' EXTERI R 322" 3.22'� 3•TRACH60'CORNER 3-TRACK80•CORNER �R EXTERIOR 3�TRNCK80'CORNER ExTE�R1IOR 'C4'ANCHORLOCA710NS � 'G6'ANCHORLOCATIDNS V �-��BO'COF3NER � •�ANCHORIOCAT10IJ5 �+y (USE WHERE'C3'IS SPECIfIEO) �USE 4VFIERE°C6•IS SPECIFI�) 'C4'ANCHOR LOCATIONS (U6E WHERE'C3'lS SPEGFlW) (USE WNERE'CY 135PECIFIED) v � � � � i 1/ ° ��NN MI(�F r�i� q�� a.� 4�� 4�� ',�,0��`��NSE ' ��': : 4^ - �' f ��. Np.1ti.��.1 . � 9� 4� � = `•.� 5�6 ��; o ''° '• s n E°r• •'�2; %�O�'•...FLOR�UP'tJG: EMERIOR 3'22� BXTERIOR E%TERIOR 411 3��u EXTERIOR ��i�SS)Q�A��` 4•TRACK 90`GORNER -0 TRACf(90'CARNFfi 4•7RAC1(BD'CORNER A-'IRACIC 90'CORFER `� ��!r�I I I 1�� 'C4`ANtliORLOCATIONS � 'C6'ANCHORLOCHTIONS � •Cq•p�HORLOCATI�NS � 'C6'ANCHORLOCATONS �J (USE WHERE'Gt'IS SPEpFlED) �USE WHERE'CS'IS SPECIF�ED) ��7gE WF�f3E'C9'IS SPECIFI�J (USE WHERE'C5'IS 6PECIFIED) A.LYNN MILLFR,P.E. P.EA SH705 NOTES: FIGUPfiSVE0.TAINTOtIffFOLLAWING90•COFNER 1)ALL�IMENSIONSSHOWNAREBASEDONMiNIMUMALLOWED. �8 VINYLSLIDINGGLASSDOORNOA � i0/05/15 HFi�o ANcI lon tACni W Ns: 90• 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE � ANCHOR LOCATIONS D � J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CANFIGURATIONS. Head19111 C 1 l ._J � � �� ,lam6 6 9)TRACK TO 7'RACK � P•AQOk 7 CERY.OFAVTH.H29288 blSTANCE IS 2.376" 2.375" 2.375" 1070 TECHNOLOGY DRIVE � �� FOR ALL HEADS AND SILLS: N.VENIC�,FL 34275 s� (941)•480-1600 SGD•5b70,� NTS � 14 OF 21 t� MD-5470.0 �� , � HEAD SPLIG�ANCHORS LAYOUT�ilC INTERI.00K OR ASTRAGAL: SILL SPLlCE APlCHORS LAYOUT @ WTERLOCK OR ASTRAGAL. �UftESPERiA1N707HEPOLLOWPiC SPLiCED SILL PH CtIXM LOGAilPNS: $PLICE BPiSCE SPLICE SPLICE LdCpTIQN 4° LOCATION tpCA7tON 4" �� LQGATION 4� � 'pC�' _� � � o o � c E3tTERtOR 3�R EXSERtOR 3.22" EXTERiOR E}CiERI6R �mb 11 q�1 '� 2dftACKSPttGE `j 2TWlGKSPLICf 2TRACKSPUCE �+�-7y 2-TRACK3PUC£ 'CA'ANCHORLOCATbNB 'C6'�NCHOftLOCA'TpNS � ��n��Ri6CATtONS Y 'G8'ANCNORLOGA"itONS P-h00k 7 {USE WltERE'CJ'l53PEC(FIEUj (USE WHERE'G6'IS SPECIFlED) (U5E WIiERE'C3'IS SpECIFIE�) (USENM1IEPB'CS ISSPECIFIEO) 6PLtC£ —SPLiQE SPLtt� � Lf1CA710N �.75" ATION� a� LOCATION 4" OCATION 4'� SP LOC � . — �� . o .._..o �_� ._ 0 0 PRBDUCT REh2EWE6 as eompl9Ing with tho Florlda EXTER[4R 4" �XFEf-R1tOR 3.22' EXTFR[Oft, 3,2$" EXTfJ21dR 4" 8ultding GaRe � 3•7RACKSPI.ICE �+ 1�, &'fFiqCK9fl.IGE �n �-�RACKSPLICE � 3TMCKSPGCB NqA-Np, 'IS•12�a.02 'C4"ANCtiORLOCATIOlFS v "CS`ANCHORIOCATtON3 V '01'ANGHORL4CA710NS 'C6'ANCIIORLQGATIONS (USE WNERE'C3'IS SPECIFIEDJ (U9E WHERE•CS"r9 SPECIFED) (�E WNERE'C3'B SPECtFiEDj {USEW}iERE'G5 tSSFECiF1ED} E�r}flratTun Date6�j29(202') 8y . M1tlpmt Product Controi SPCICE ,Q,�'�" SPLKS£ SPISGE SPLtGE LOCA7IDN LOCA710N d� LACATIdN L9CA710N 4„ 0 0 0 0 o ' o EX7ERlOR EX7ERIOR _ EXtERIDR 3.22" EXTERIpR `�`�tt tr��,� � 4" 3.22" 3.22" .� y IYNN i A.TRACKSPLICE � � 4•TRpCKSPLICE .� 3dRACKSPLtG� .,•`,t��;�.�......r�c�F''•;, 'G'AtiG4tORi.00ATtOTES "C$•QANCHO};LPOCATt�NS 'C4'ANCHORLACATIONS 'CB'ANCHOR40CATION8 „�,�•�\GEM1iS�'•.'P J (USEYhIERE"C3'ISSPECIFIEO) (USL-Y1Ft@Mc°C6'ISSPECIFIED) {USEWitERE'C3`lSSPECiFtEDj {tJSEWHEHE'C6"ISSPEGF�Oj � t� �'�,�{ � '`'t�t N0.6QT05 �f�:F3:-. ��U.• b ��Ci=" :�U'•��:'`�1-` NOTES: � "-;�� .�'toa�nA••��`� 1}ALL L1lM�NSIONS$HOWN ARE BASEp ON MINIMUM ALLOWEO. ''i�sSj()+j i y\;�,.`� eruuncsvFRrewiorrrcaz.�oxve:csruceo 2)ABOVE FlGURES ARE FOR SPLlCES OGCURE2ING AT THE ASTRAGAL OR INTERLOCK. n.�vNN utu�P.e. ri�nou�cHot«ocniiaas: FOR SPLtC�S OCCURRWG It�fSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P-�'��705 � 3)TRACK TO TRACK �VINYL S1.1D[NG GLASS AOOR NOA � 101Q5/35 DISFANGE IS 2_375" 2.375' 2.37b" FOR AI.L H�ADS AND SILLS: �ANCHOR LOCA?tON5 F �� .7 ROSOWSKI CEFt7.OFAUTN.H26206 � �� Headlsnl G3� 4}POGKET WALL dR GAV(TY tS idQT PAt2T OF THiS APPRpVA�RND 1S TC}BE 4ESl�NED w a �� BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISOICTION. 1070 TECHNOLOGY ORIVE � �� P�Itook 7 N.VENlGE,FL 34275 (941)-480-1600 SGp-5470� NTS � 18qF21 �� Mb-5470.d �i PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES oouatE PAN�L ovreroeoo° 6JSIDE86' OIfiSI�Et35° INSIDE135° G' �w,� �]�,�,,,,,,,C� �r�Q^� TYPES SINGIE SWGLE FMED LOCKSTILE ASTRAGAL A5iRAGAL pSTpAGAL ASTRAGAL pSTRpGAI AS7RAGAl I��T� ��IN�CK STAE W/HANOIE BOXOUT BOXIN RECENER RECENER RECEIVER RECEIVER �---1 DOU9LE IMERIOROfl M �{(g�� +�nnivvv� INfERIOpf EXTERIOROLA2ED 81o�E E F PP K L L TC TA TV TW J LOCKSTILE �.� A��o�. INIERLOGK _ SINGf.E B H P A C C SC SA SV SW SD ��K �� K IMERLACK IN (�os�l f�X�l a F�� RR R S S FC FD Flj FW A IMERLOCK �`� LOCKS7ILE � STILE _ BOXOUq (eo%+p —� ��--� W LOCKSTILE U A8TR0.GAL ��—� LOCHSTILE � W,��E D M R� �� ^s'�"°^` LR T U DS INiERLOCK �� ... BOXOUT " � � � fenxam W AS7RAQAl —� eoxiN � N T QY =' °`�� CT CS CF � � �T�� , z RECENER ASTMGAL n' RECe1VER �T AS DF PRODUCT RENEWED pN,��5• as complyIn9 wilh!ha Florldw ASTRAOAL vT �S vF Bu00fng Code rtECE1vER NOA-No. 75-1210.02 IN t35' ,w,� �A/A 'n,e Explratlon Oate Oei121l2027 EC NER VV I�NJ {�VI ' BY Miam- a Product Cantrol LEFT RIOHT PANEL PANEL STILE STILE � PANELTYPE"F"SHOWN. ````��ii u i�i�iii PANEL NOTES: ``.``,ro��.�YN1�,�?/��,� 1)SE�DPIANCHOR 7ABLES 1&2,SHEE7S 7-8 FOR PANEL SIZES&DESIGN PRESSURE, \ �,>>�' 4\CENgF'••_F.j�� VINYL SLIDING GIASS DOOR NOA o 10/05/15 ' �� No.�o7ns �'�` '- 2)PANEI TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE � - �/' tir � � NOTAVAILABLE. �ppNELTYPES �S J ROSOWSKI ='o"�t s (� . 4� 3)MAXIMUM NOMINAL PANEI WIDTH FOR All PANEL CONFIGURATIONS 1S 80"� � � < :�n�'•, 5 i �t F .��Ww� Z y�� i��' FCORIUP.•'��\`�C"\ 4)PANEL TYPE MAY 8E EITHER EXTERIOR(STANDARD)OR IN7ERIOR GLAZED,BOTH CERT.O�AU7H.uz9�9D � o i,�S,S�•••••••'�r�G�. 1070TECHPIOLOGYDRNE �� ' UNn," •� TYPES�UAL{FIED 6YTHIS APPROVAL,SEE DETAILS 51iEET 10. � ��r��'��" N.VENICE,�L34275 ' � ALYNNMILLER.P.E (941)-480-1600 SGD-5470 N7S � 17 OF 21 $ MD-5470.0 �� r.e.pea�os t ' �•291 .081 5.876 .540 •7B2 �- � 1 D.836 � 680 � �� C�� O O O.100 � 9� .600 .126,930 7� � � 1.928 �-- � � 1.8�2 0 0 ll1.88'f � �-.082 � ao�J ,100 �� Q�� FRAME SCREW IN7ERLOCK CAP, Q 2 TRACK HEAD/JAMB Q 4 TRACK SILL O COVER(PVC) O ANCH�R PaTE Q TRACK INSERT C��XTENDED POCKET 5.178 1.000 252 231 .060 '-"� 2.�� .900--H r.--B.250-� 8.250-"� .949 � 1.435�� -.062 �i.g��{3 1-r � .080 � � I 100 � � .060 ❑�� Q�813 I O p a 6B1 r -^"'�.�2 � 'S{LITRACK � � .100 �� dQC�a�� _i 17 SU P R�IL 1�AD�ON ILL 13 Q P-NOOK ADAPTOR 18 P-HOOK O 540 201 �COVER Q61 2.876 1 2.141� J 3 3 TRACK HFJID/JAMB 4Q 3 TRACK 61LL ,pgq 125 229 10.825 L J. � 3.000 -� 075 -'� 6.875-�� .B28 .600 � I�-2.607-�I� � 1.406 � �Of�� t00 � �-.-II•.-.082 ��.062 _ � .329 � � �.100 � j 873 � 0 1.881 EXTENDED REIM1lFORCEMENT Z REINFORCEMENT Q FIXED PANEL CLIP �2�P��RCEMENT � � �� 19 KEEPER �KEEp� �BAR COVER �BAR 05 4 TRACK HEADIJAMB Q2 2 7RACK SILL 2.511� �-.--Z.B38--� 1.570 r+- 1.625 1,595 r- 1.595 r-- �- .309 2.696 • .080 2.073 .099 3.483 1 r--.125 .070 � .075 �164835 4.279 .100 ]_ y � � � _ ��33 2•36g a �766 400 2 7� � 312 2210 ,OflO Qd INTERIOR JAMB COVEf2 .�o � e 2oz5 a� �. o � ��2.710 - 1.876 �+ PRODUCT RENEVYED -+��-,�88 ns eompi ing with the Plorlda .1'10 I+ _120 ��.182 .120 I+--.182 2.291-� .100 � - INTERLOCK.400 ASTRAGAL E K T E N n E D P O C K E T I NTERLOCI( PANEL S71LE,TOP BUIlding ode �AND�SToI E�M � AND�STOILEOM OREINFORCEMENT, �REINFORCEMENT, �REfNFORCEMENT 30 1NTERLOCKADAPTER 31 ADAPTER 32 ASTRAOALA�D-ON QAND00770MRA1L e p�IratlonDat 041212 21 REINFOfiCEMENT COMPOSITE STANDARD HEAW-DUTY REINFORCEMENT 3.326 ��.-3.345-� NO7ES: Miam�-o roauctcontrol -3.462-� ' � �472 �918 1)SEE SHEET 4 FOR 125 3,209 I 080 3.7t3 .pgp SILlR13ERS. .�25 060 y�SEE SHEET 20 2��5 046��29 324� 0� 3.345 I. 9�9 FORSCREENpARTS. .070 �.,- .300 �'�� SO"CORNER 3)AL4 DIMENSIONS 135'CORNER 6 13�CORNER 7135°CARNER 8135°CORNER O90'CORNER 40 00°�RNER q� �N INCHES. t>>��r�� ASTRAOAL ��PASSIVEMOUNT �ASTRAGALCAP, �ASTRAGALCAP, 39ASTRAGA� EXTEORLCAP� NTERIORLC�� n��YLYNM��ii�� EXTERIOR INTERfaR �y��;��`pENSF''•�F�'� � V : '. �,�1 =' '`�� o.sa7a .210 � .252--►I _ �VINYL SLIDING GLASS DOOR NOA � 10(06115 = ; �:, _ �1.281 1.261 �EX7RUSIOtJS �S J ROSOWSKI =-a�.l.t��1� ��6 :��;� tir < %().'•. s n��a= �t,�; a �-'i/1� 7-1H6" - � ,� �o % �� '•.rCORIDP••�G.`: 82 gEVELED BEAD 83 OGEE BEAD CeRT.OFAUTH.q29298 � m �%�5�,+U�A�F\`�� 1070TECHNOLOGYDRIVE � d� N.VENICE,FL 34275 SGD-5470� NTS � 18 OF 21 �� M�-5470,0 �� A'LYP k 687Q5 PE. • (941)-480-16W �, ... ._ - --- -- - - - - ------- -- -- --- - ---- ---__- ---- ---- —_- ------_- --- -- , - —! 'I)INSTALL� 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD CLIP INTO INTO FRAME ATTACHMENT ASSEMBLY I �� (4)ANCHOR HEADER PANEL JAMB& INS7ALL ONE BLOCK AT �a TYPEAS USEfl o BLOCK IN INSTALLATiON, STILE SUBSTRATE,SEE �pCH INTERIOCK � TABL�A,SHEET 1 TA��'�� A7 ASTRAGAL,INS7ALL , �(3)#10 X o ONE BLOCKTHAT 1.6"SMS / 3PANS BOTH PANELS. i �� 3 N8 X � I 80 1 �SMS / � O � - o a ` � I � � d ' FIXED PANEL CLIP � _ � ' F�� INSTALL ONE CLIP AT THE Bg(2)11A"� � � sa PANEL MIDSPAN OF EACH FIXED � X 2-714"SMS � CI.IP pANEL-TO•FRAMEJAMBLOCATION. �' 0 . . ilBX 1"� SMS� _/ \\ (4)#10 I z+ 8AR COVER X 2"SMS� �z REINF.BAR I �� 1�-81 4"SMS � , KEEPER�e � � q r` ` � � ' � � , �� a� e� JAMB TO �— ' KEEPER TO JAMB � '� SILL ASSEMBLY � ATTACHM�NT - � \\ r �ocKir�� p _ / PRODUCT RENEWEO ❑� as compl In wllh tha Flwlda " REINFORCEMENT PLA7E � NO/�No.`�°`�e 75-1270.02 ATTACH WITH�18 X 1-1/4" 4-PANEL,2-TRACK KEEPER�9 04l211202� OXXX SIiOWN Explration Date @ 34-1/2"MAX O.C. p � Q � sv Ml�ml-D roduet Conhot --��_ (4)i�10 X 9e o� I �— 2"SMS 80 INiERLOCK 1 1N7ERIOR ; � CLIP COVER ��f � I !_'_–� EXTERIOR \�� 1NTERLOCK )DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. `��i��r�� REINF.PLATE 2)gEE SHEET511-18 FOR ANCHOR LOCATION&SPACINO. \��o��Y�VPIM rt1i��,�� lF10 X 3)SEE 7ABLES 1 8 2 FOR REINFORCEMENT REQUIFtEMENTS, �� ,ti�`,:'�j�FNSF'••.Fp'� BOTTOM RAIL aa z_�!2„SMS 4)CONTINUOUS ANCHOR PLATE,ITEM i(8,IS REQUIRED AT ALL�RAME ANCHOR LOCATIONS. 5UPPORT�� ''.ic= (2)INO X 1"SMS �VINYL SLIDING GLASS DOOR NOA � "I OIOSI15 ` ��' Na.58T05 , ; THROUGHSUPPORT,es �^;[r= INTO PANEL�� PANEL _ �ACCESSORIES INSTALLA710N �� J ROSOWSKI =�cS i ��S�r6 ; lt�� e3�iox ASSEMBLY c � =��n�`•, srn-o• ,:�i� I WT CLIPATTACHMENT �R 1-112°sMs WELD DNNOASSEMBLY ceaT.oFnurH.uz9zes $ �� '��'isplC)Nn`��.`?�� , 1070TECHNOLOGYDRIVE �� r�r �� IN57ALL ONE ASSEMBLY A7 EACH INTERLOCK FASTENERS '� �� I N.VENI CE,FL 34275 p.LYNN M0.lER,P.E. I (941)-480-9600 �SGD-5470� NTS � 190F21 �� MD-6470.0 �� p,E868705 � • BOX SCREEN DETAILS: - S7ANl]ARD SCREEN DETAILS: - O7 OR 3OOit 6 � ❑� �� o� � �� C o� 127 j� 143 132 �m — 108 702 119 103 -� 117 108 HORIZONTAL SECTION "a HORI20NTAL SEC710N EXAMPLE �� EXAMPIE 116 � � 131 \\\ 102 1 V � d � f��tO 121 108 �� P 1 3 OR 6 � iN ❑� O p�� 1P2 �L5 1 O"`J- \.l � p�� S �le HORfZONTALSECTIONEWIMPLE 10D N4 � lp 117 ,�.0e,� t04 �oZ HORIZONTALSECTION 1.081—►y �- � EXAMPLE I —7- � � �2� � T i.778 1.7l78 .935 ,875 `..— .876—.�►J{ � 1.020 � —>�;=—050 �I�050 .�5 � I � ��FRAMEN �2�S DE RAIL, �Tz ASTRAGAL O 7.993 1.983 9.8+74 Rq�L LATCH ADAPTER � .062 �'�.Q62 L .062 PRODU C 9REN,hWFl�rlda BOX3CREEN BOXSCREEN BOXSCREEN s�ttat�ecoao ��TOP RAIL ��BOTTOM RAIL ��SI�E RAIL � r—.726 ��•435� NOA-No. 15•1210.02 explretlon Dwto 04/21/2021 �� .785� .782 OR ��1+—.040 BY ��ao ��e 1.020� f-�— 1.593 1.373 fse .082 Plllaml- a oaueeconsro� �`{ I`- �� 123 SCREEN VINYL 124 FRAME 61LL �� 2 Rv'"� 1.872 � 063 ASTRAGAL SCREEN � y •�� 1.833 2 4 B ADAPTER ADD-ON 124 107 0 � L �+-.082 � �.372 � � d�m.� �o3SCREEN 104SCREEN 10'O OSCREEN d�� INTFRLOCK SNAP-ON ASiRAGAL BUG FLAP ADAPTER �� i� VERJICAL SECTION VER71CA1.SEC710N NO7ES: ;`\tj��`?��CF.N C�r/4F,p�� EXhMPLE EXAMPLE � 1:306 �.qg� 1)ALLDIMENSIONSININCHES. • Q'. . --►�1.343�- 1.4BT � I^ � �, �VINYL SLIDING GLASS DOOR NOA $ 10/05/15 � �y�. ��o.5e�o5 `�=_ + .050-`- �� '1.51U 060 ' a �1 � � L—� �SCREEN DETAILS �� J ROSOWSKI ��F�., Z.� �6 , r�:� BOXSCREEN BOXSCREEN BOXSCREENHEAD ¢ �a ';U,�., sr r�rr '^�ij` ��AS7RAOAL �7SlLLAOD-ON ��ANDJAMBADD-ON � � p qc� :C�' ':�CURIDA,•'�'`� ADAPTER CER7.OFAUTH.N2e296 � - �� s�Or�/��.�\a�� 9070TECHNOLOGYDRIVE � �o �i��i,�,t�` N.VENIGE,FL 3d275 hLYNNlAILLER.P-E. (9A7}480-1600 SGD-5470� NTS � 20 OF 21 � MD-5470.0 �� p,E,M60705 TABLE D:BOX SCREEN TABLE C: 1� PaA# Oesarlptlon Meterlal # ParfH poecrlptton Materlal # Part# DescAptlon Mate a 1 19001 2•'RackHeadWamb RIgIdPVC 4D 79081 90°CnmerAstiagalCap-Ext. RIgIdPVC 100 12268 Box3erecnTopReil. ��a 2 t9D02 �Traak 81ll Rlgld PVC M11 19082 90'ComBr Astwgel Cep-Int. Rlgld PVC 101 72267 Box Screen Bottom Rail ��a fiDB]d6 Atum. 102 12268 Box Screen SSdo Re� ��a 3 79026 &'Itaok HeedlJamb Rlgld PVC d2 19086 SIB Riser-(2-1/2°) 8��Alum. 103 84428 Box 8creen tr�lalak ��a q 19028 3�Yack 3111 Rlgld PVG A3 13022A SIII Wsar-(3-11Y) �pq �73q7A Box Screen 3napon Bug Flep 8089713 AI b 18D27 4Treck HaedlJamb R181d PVC h4 18023A Sill Riser-(4-1l16') 8083-iH Alum 8083 TB AAan. 105 84345 Box Screen O�Astregel Adepler 608318 a B '19028 4TrackSlll RfgIdPVC 46 1B024A SiIlRlsef-(4-618') �� T7y�g gpxScreenAslrogalAdapler 605378A1 7 190D9 F7ame Screw Co�er Ftl81d PVC 50 718809W .187"x.320°Flnseal(Sllle) 1U7 19039 Box Screan Frama Sip Add�m 6063 TB a 8 19�37 Anchor Plate 8083 TB Alum. 61 71895K 1-1/2'x 1°x 3!4'Fln Seel Dust PIu3 �� 9Q3B Box 6orean HeadlJam6 Add-on 6063 TB a g 79UD7 Treck Insart 8003 T6 Alum. 62 71690 Duat Plug P�� pg 720X1X i�14Z0 x 1"MB Q T I�fl SS �p 1gp84 Inta�fockCep-ExlendedPacket RIgIdPVC 80 41�47 InleAookCllpCo�er ��p T20Xy�y{ µ�q2p%�-1l7'MBQBottanReil 66 �1 19p3g eottomRellsupport 6o83T8Alum. 81 78163X TendamRdlerAssembly SS Nylon 111 71793c� Wat,.170"x.7GU'•Fln Saal �2 �gpOfiA outar9111 Cowr 8063 TB Alum. 82 78t63N Tendem RdlerAssemEly 112 61806K Watp..18T'x.600'(�Bufl Flep t3 10011 SIII TFeck Coter Rlgid PVC 83 78X76FPiX �e x 3!4'Ph.FH SMS�Roller e,ReInL SS q13 75RAZ Slanderd Rdlor NY�� 17 18032 P-Hook Adepter 8083-TB Alum. 04 418042 Freme Header 61ock Pv� 1'14 78RAX HD Rdler � 18 10020 P-Hook 6083�TBAlum. 65 48052 RollerAd].Hole Ptug ��g ��ea Screen Lackin Hardxara S�� 19 19�47M Extended Keeper 6063-T6 Alum. ee 44385 A Hole Bumper Slop P�� 6tes1 6083 T8 Alum. 67 78X1i4FPTX f18 x 1-U4'Ph.Ffi 8M3�Bumper Slop 39 118 418063 Sereen Keeper 20 18028M Keepar 197 78X1PPA p8x 1"Ph.PH SMS Steel 2t 1801A Relnforoerrrent B�Co�er Rlgld PVC 88 718880 Sill Plug �� 11B 169713lA Screea3pllna-96D"&.185" Vlnyi 22 'IB030 Refnforcement 6ar 8005 T6 Alum. 68 78106X Gominl Morllse Laok w/bn8 Tdm plate SteeUss ��8 1B18C20 Screan Qdh F�ber9�eaB 23 18037M Fixed Penel Clip 8083-T6 AWm 70 77032X1FPFX 1a32 x 1"Ph.FH MS�Lock ss Cast 7Jnn 24 78036M itofnfomsment Plate 8083 T8 Alum. 71 wdes Handle KII TABLE E:3TANDARD SCRE _ 26 19017M Top Rell,Botlam Rall and Lockstlle SW6-T6 Alum. 76 Kammeding 45G'IPS Spacet Syslem See 3heet a P0<<� Descripllon Materlal 28 18040 Ralnforcement Comp�M1e 7B Quanex SuperSpacer N(T'wifh Hot Melt Butyl �0 fOf 120 12033 9creen Frema Rell 8083 T5 Al 27 1H018M Intetlock.300 Relnforcement,Sld. BOOb T6 Alum. T7 Quanex Ourus�l Materials 121 12D2BA Screen Frame-Side Reil(Lalch) 8063 T6 A1 20 18013M Inte�lock.400 Reiniorcement,Ft0 8005 76 Alum. 78 Cardlnal�Edga 8pacer q2Z �73g3 Screen OXO Aetragel Adapter 6063 T8 AI 20 1801BM Aetrsgal Relnforcemanl 6065-T6 Alum. 79 Dow Coming 085 ar OE 770D Beckbedding Slllcono 123 4853K Sareen Vlnyl Aetregel Atleplef Rigld PVC 30 10083 Exlendad Pockat Intodoak Adaplor 8083 78 Alum. B2 19M4 7-1H8°Ba�eled Bead Rigld PVC 72d �gp�yg Freme SIII 3creen Add-on �3�A� 31 18008 Intedock Adeplor Rlgid PVC B3 18046 1-1/16' ee Buad Rigld PVC �9 125 OFP85K Bug Flop,86+/_6 duro. ��Y 32 78D08 AsUegal Add-0n Rlgid PVC BB 7172BK SatNng Blook 1'x 4'x 1NG,85+/-b duro. Naoprene 128 70X112PBAT3 HB a 1-1/Y Ph.PH SMS(AesomMy) SS 33 19004 Penel Stlle,Top/Botlam Rell Rigld PVC BO 781P87X #B x 1'Ph,PH 8M8�F�amo Assembly SS �p� 7��p7 Carner Kay Wheel AssemWy(Standard) tJ91on a4 18040 InledorJamb Co�er Boe3 7H Alum. et 78XitAPHPT410X N8 x 1-114'Ph.PN SMS(d Rainf.Ber SS �2g 7�pp27gg Comar Key Wheel AssemWy(HD) 98 9u 18078 136°ComorAalmgal 6063 TB Alum. 92 710X1PHPT18�BX,_#70 x 1'Ph.PH SMS(�Rell Support ss 128 varies Sereon Locking Hardwere Steel 30 18077 135'CornerAahagal Pesei�e Mounl 80�!T8 Aium. 93 710X115PPX #10 x 1-tf2'Ph.PH 3M5�Fxd.Pnl.C11p SS 13p 7�OXi4PPSDAX U10 x 3/A'Ph.PH SMS(rg Screen Aet. 53 37 18070 135'CamarAstragal Cap-Exl. Wgld PVC 84 710X2.bPHPT1&BX #10 x 2-712'Ph.PH SMS�Fielnt PlatelAst. Ss �3� 78X12PPSMSX il8 x 1(2'Ph.PH SMS @ DoorAst. S8 38 18000 135'Come�Aelrepel Cep•Int. Pogld PVC 95 71420�.26FPFX N12x 2-114'Ph.PH SM6(d�Hdr.Bioak SS �3Z 1889J31A Soraen 9p11no-.145° Vlnyl 39 t9078 BO°Comar Astrsgal 808378 Alum. 68 710X1.75PPX 810 x 1�314'Ph.FH SM3�Keeper SS 133 1818C20 Scteen Cloth Flberglesa 97 ItOXi9PPX �10 x 3/4°Ph.PH SMS C@ Ex1•Pkt.Inl. SS PRODUCTRENEWED ��r��i� ue complying with the Florlda \\�i`DyY I.YNN�i�� i�� Eutlding Code � �t (F � NOA-No. 15-1210.02 ; ��.-.•'��CC-F7,q�-'•., ,o BaplraUon Ou/ 04l27/2021 �'�'(: \u.5i3%OS 'y'�� VINYL SLIDING GLASS DOOR NOA � 10/05/16 ey _ ? �- ; _ M7a - roduct Go rtrol ..•\7: ' a ' 13'_ �PARTS LlS7 �m� J ROSOWSKI ='A • �S� �W� ;-O • SI'A e :�1U� � �,� �'°fi`��S`,;<oa.yP.•i�G\�; CERT.OF AUTM.�29286 ry a /��r�U i�n�'�� NOTES: 1070TECHNOLOGY DRIVE � �� 1)ITEMS#14-1�.AB-49,63�9,72-74,80,81,84,85,87�eB,88 8�89 ARE N07 N.VENICE,FL 34275 0.LYNN MILLER,P.E. USED AND ARE No7 PART OF THIS APPROVAL. (941)-480-1600 SGD-5470� NTS � 21 OF 21 �� MD-5470.0 ��4 P.E.N60705 r I . [ ! � � MIAMI•D�►DE � M1Ah11-I3�DE CUUIV�L'Y ' � PRODIICT�CONTR�I,SECTIQN � I DEPARTI�IENT OF REGULATULtY AND!'sCUNOM[C 1Z�SDURCFS(ItFR) 118U5 SW 26 Street,Room 208 � � BQARD AA1D CODE ADh11�lISTRe1T1�N D1V1SlOi�! T(78�315-2590 F{786)315-2599 � � ,NO'i'�CE OF ACCEFTANCE (NUA) www.miAmtdade.eov/econam� PGT Industries,Inc. ' � 1Q7Q Technology Drive � North Yenice,FL 34�75 ' Scay�;: iThis NOA is b�ing issued undcr thc appJicaUle rules and regul�.tioi�s governing f1�e use of cotist�uetion matcrials. 'l'�e docucnentation submitted has been reviewed and accepted hy A�Iiami-Dade County RER - ' i Product Cotltrol 5ecNon to he used in�V(iami Dade County and ottLer areas where allowed by t�ie Auihority Having Jurisdiction(AH!). This NOA shall not be valid at�er fhe eYpiraliun date statcd bclow.'l'hc 11�Iiflini-Dade Cotmty Product Control i Section(In Miami-Dadc Counly) and/or tfLc AHJ(in areas other t�r��Miami-Dade County}reserve the right to havc this product ar iz�ateri�l tested for quuliiy assurance �,urposes. Tf this pr'oduct or material fails ta � perfo��tn �n the acce�ted manner, the manufact�arer will incur the expense of such testing anci the AI�IJ may immedintely revoke, modify, or suspend the use of such product or material wilhin ihcir jurisdicLion. RER reserves the rig�t ta rnvoke thi5 acc�pEancc, if it is dotcruiir�cd iry Niiami—Dflde County Product Contral Se4tivn that this praduct vr lttatcrial�ails to�neet the reqairements afthe ap}7licable building cnde. 1 his product is approved As described herein, and has heen designed to camply with the Tlorida Building Code,inoluding the High Velaoity Hurricane Zone: DESCR�'TIO1W: Se�ties "PGT"Cligped��truded Aluminum Tube Niullion—L.M.I. . APPR()VAL DOCI]MENT: Drawing I�fo. 6304J.1�, titlod "Xmpact Resist�nt Ah�miniu7� Tube A4u11ions", sheets 1 through 25 of 25, prepared by manufaclurcr, datcd 08/2�111, with c�e�ision B dated 10/10/14, si�med and sealed by Anit�ony Lynn MiJler, P.E., bearitig the Miami-Dadc Caunty Product Con(rol Revision starnp with tlie �otice of Acccptancc m�mbc�� and expiratinn date by the 11liami-Dade County Product Control 5�ction, LA13�:LiNG: �ach uiiit shall bear a permancnt laUcl �vith the manufacturer's name or loga, aity, stete, mo��Us�ries, and following statemeiit: "l�iiami-lladc t;ounty Yrodiict Coutra!Appibved", unless ather�vise , noled herein. � R�lY�RTAL of this N�A s��all be considered aftcr a rcncv��l a�plication h�s been�iled �nd there has been no change in the appjicable building code negatively affecliu�thc performat�cc o£tliis praduct. 7.'ERMINATION of this NOA will occur ai�er the expiration date or if diere l�as bcci�a rcvisioxi or change in tha materials, use, andlor manufacture of the product or process. Iv�isuse o#'fhis 1VUA as a�i c�idorscincnt of any product, for sales, adverGising or any o#her pu�poses shall aulamatically tcrmittatc this NOA. F�ihire ta camply with aay section pl lhis�JUA sliall bc eause far termin�,tion flnd remav�l�of�iC�A. AD'�RTYS�I�ICNT: The �OA number prec�aed by ihe wards �Y1iRmi-lladc County, Florida, Aiid follo�ved by the eYpiration date ma3� be dis�layed in advert�sing literalulx�. iL'any portion of ttic �T(�A is displaXed,then it shall be done in its enlu�ely. �1�TSPECTI�N: A copX of this entira NOA shall l�e provided to the user by thc manufach�rer or its dish-ibutois tlnd shtzll be avflil�ble far insgection at the job site at the request of ths�Euilcling Ul'licial. , This NQA rcvises and renews NOA#14-1105.01 and consisis otQiis page 1 and evidence pages E-1 �tid � E-2,as well as approval daaumenl m�ntiuned abave. ; The submitted ducumentation was revie�ved by Mauue!Y�x•ez,k.E. � � I � NOA No.16-0218.03 MIAMI�DAgE CdUNTY FXpirati0n Date: May 2G,202] � 6 � �'rJ f�� A�fproval natc: April l4 20iG I Page 1 i � . l }. PGT Industries,Inc. � NOTICE �F.ACCEPTANCE: EViDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitterl un�ler 1VOA No. 10-0819.0� 2. Drawing No. 63'OOJR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . thraugk� 2S of 25, dated �8/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Mil�ex,P.E. B. TESTB 1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 2)Unifoim 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 Laading per FBG,TAS 2d3-94 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, Iric., Test Report No. I�"TL-6443 {samples A-1 thru E-1), dated 02/28/11, and addendu�n letter dated OS/OS/13., signed and sealed by 1Vlarlin D, Bzinson, P,E. (Stebmitterl utrder NOA 1Vo. 10-0819.05} C. CALCULATI4NS 1. Anchor verificafion calculations and structural analysis, complying with FBC-2010 and with �BC 5th Edition (�0�.4), pxepared by manufaciiuer, dated O1/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Deparhnent of Regulatory and Economic Resources (RER). '� E. MATERIAL CERTIFiCATIO1�iS 1. None. Manue ez,P.E. Product Cont ol aminer NOA No, 6-0218.03 �xpiration Date: May 26,2021 Approvai Date:April 14 201b E-1 r � . PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'I"I'�D �I I F. STATEMENTS - �� 1. Sta,tement letter of conforznance, complying with FBC-5'h Edition (2014}, dated � �- � �ebruary 15, 2�16, issued by manufacturer, signed and sealed by Anthony Lynn � Milier,P.E. � 2. Statement lettez o£ no �nancial intarest, dated February 15, 2016, issued by � manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ' G. OTF�RS 1. Notice of Acceptance No. 14-1105.41, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded A�uminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on OS/26/16. I � �i � Manuel ,P.E. '� Product Contr 1 E miner � NOA No. -02I8.03 i Expiration Date: May 26,2Q2X Approval Date: April 14 2U16 �-2 � � SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL No7E5: �� NON-IMPACT OR LARGE AND SMALL 1j DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANGFIORS REQUIRED FOR THE 0 �� MISSILE IMPAC7-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICALAPPLICATIONS ARE SHOWN.EACH 31TUATfON IS UNIQUE AND SHOULD BE ��^� � EVALUATED BYAN E%PERIENCED INSTALLER FOR THE BEST INSTALLATION METHDD.OPTIONAL 1X OR2X WOOD BUCKS IF USED, GENERAL NOTE8..... ._..-• ._._t LL MUSTBEANCHOREDPROPERIYTOTRANSFERLOADSANDARETOBEOESIGNEDBYOTHERS. INSiRUciIONS.._._._.__._-.-•-•t z�� o _6_EVATIONS_....""'.'.__-.__.._1 �S i� z FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAI TO THE STRUCTURAI PERFORMANCE OF THE MULLED UNRS.MULLIONS MULL T02x WODD.._..._..___. 2 02 �` � MULTIPLE �^OPHlING WIDTH FOR VEFi71CALMULI aftcHesio eE HpVE BEEN T£STED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL NULL70 iX 8 mnSONRY._.___. 2 � MULLIONS � —'� SEEOETAI� �NSCRIBEDINSIDE INSTALLATIDNNOTES._.... ._•2 d / RECTANGUTAfi NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MU�L TO MASONRY_.........._..._.3 Aa.G.H; SNME MULLTOSTEELSTUD__.._.__,._.3 N 1 SHEET6 2-3 m 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CARRESPONDING TO THE RE(lIJIREO MULL TO MU�L_....._......._.._._...a � i r""'T DESIGN PRESSUftE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED /NCFiOA SPECS_........_.._.__._._3 Z �r p � 'i j� �� / `�\`;\ IN THIS ANCHOR EVALUATION.THE 1.B lOAD DURA7ION FACTOR WAS USED FOR 7HE EVAIUATION OF WOOD SCREWS, n�i�ruu7Aiflc�m5.._........__..4 Q F BAY MULL INSTAIVaTION_.._. .4 � �� / � �/ ��; 4)PROPER SEALING OF ENTiRE A3SEMBLY IS THE RESPONSIB{LITY OF OTHERS M!D IS BEYOND THE SCOPE OFTHESE �X 2 X.125 MULL SPECS_.._.._...5 � i/ INSTRUCTIONS. 1X2X.375MULLSPEC&__._.__._6 � _ \\ 7X2.75X.37bMULLSPEC9._..__7 � ` 1X2A6X.66MULL3PECS...____B � Z �o � seAOHau c � �1� � �� 1� 5)USE THE COMaINED WIDTH OR HEI6HT OF ONLY TWO ADJACENT FENESTRA710N PRODUCTS TO DETERMINE PRESSURES AND 7 X 3.126 X.500 MULL SPECS__....9 m p o O sHeers za � �� 1 SEE DETAILS /W�y{ORAGE FaR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET ANO SHEET 24.FOR MULTIPLE UNITS,CONSIDEft 1%4 X.1Y5 MULL SPECS_._.___._70 � � � � qinrsua; pNLYTWOADJACENTUNITSATATIMEWHENUSINGTHEDESIGNPRE8SUREANDANCHORAGETABLES.THELOWESTDESIGN �X4X.37GNBElAULLSPECS...11 � Q J 1\ � SHEETS 29 1 X 4 X 376 T IdULL SPECS._.__'I7 � � � ` i� ��lil � Ij / p�� PRESSUREOFMULTIPLEMULLIONSORFEtJESTRATIONPRODUCTSSHALLAPPLY. �'�X326xxooMU�LLSPECS..�t3 = J � g �' �RT• � H��T 8)WHEN FINDING YOUR SIZE IN 7HE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). �.?5 xa25 X.sza tnuLL SPECs.._.�a � W� MULL FOR 125X394X.824MULLSPECS,. �5 � LEN6TH HORIZOMAI 2 X 4 X 25 MULL SPECS.___.._. 16 � Z� � rcmZ 9EE DEfA1L E, �� )ANCHOR EMBEDMENT TO BASE MATERIAL SHAIL BE 9EYOND WAIL DRESSING OR S7UCG0.WOOD 8UCK3 BY OTHERS,MUS7 J a � 2 X B X.25 MULL 9PEC9._.__.._..17 �/ �/ 5HE�73 BE ANCHOREO PROPERLYTO TftANSFER LOAOS TO THE STRUCTURE.ANCNORS SHALL BE CAATED ORCARROSION RESISTANT a W � � AS APPftOPR1ATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHAIL BE PROTECTED A5 REQUIRED TO PREVENT ��fi X 211 X.125 MULL SPECS.._�e � 30'X 325 8AY MULL SPECS.._._19 Z F- Q N O REACTIONS. 45°%3.2b BAY MIRL SPEGS__..._20 Q O Z ^ MULLION 8 CLIP dMEN510NS_.._21-23 1- Z' � � p[��sTqqiWt� �)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S E7fAMPLES 1 8 2... ......_.,..........24 N �� g�� PROOUCfS IAAV LOA�ING EXANPlES.._._.__.._._.25 (A ��+�'T�'PE� 9)MULUONS AND CLIPS HAVE BEEN DE310NED 8 TESTED TO CAMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING � Z N � NUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULIIONS ARE ONLY70 BE USED WITH �_I� gM p��D PGT-APPROVE�FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q � a � Q iil Z � 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH2. �� 'O�:O I /SEA-0 GN}LS �1)pUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING � � �� . I HORIZOMAL sii�rs2a WIDTWHEIGHTOFEACHINDIVIDUALMULLIONCAMPLIESWIiHTHEREQUIREMENTSOFTHISNOA. � 4-- MULL LENGTH µORIZONTAL �� INSTRUCTIONS: �Ncni AODITIONAL D(AMPLES OF MULL CANFIGURATIONS: 1)DETERMINE THE DESIGN PRESSU(tE REQUIREMEtdT(19S1FT 1 FOR THE OPENING USING THE ASCE-7 STANDARD. LfULL F--OPENING WIo7M--I �~ HORIZ.MULL LENGrFI-� 21 CHOOSE A MULLION TYPE 7HAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 777��LENOTH�` � � �, 3�REFERTOSHEET25700ETERMINEIFTHE WINDLOADINGIS'RECTANGULAR'OR'iRIANOULARlTRAPEZOIDAL' I �- � OPENI�� 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY ILBSIFT')FROM TABLES 1A THRDUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,U3PIG pR�U��V�SEO HEIGHT � as complying wilh Ilie FIOfiA THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION 13 9PANNING VERTICALLY OR HORI20NTALL�.THE Build'm Code OPEI ING Mu« � � HpR�, vEar. MULLION CAPACITY flB3lF1'1 OBTAINED SHALL MEET OR EXCEEo 7HE DESIGN PRESSURE REQUIREMENT(LBSlFI''1 FORTHE OPENING OBTAINED IN pcce�egncoNa 1 �«'• MI HFJGt1T � LENGTH �Ny � � � tdULl STEP7�. E irati Dute IZv� I I � L�H L I �FROM THE SAME TABLE USED IN STFP 4)ABOVE,FWD THE VAIUE IN TfiE NEXT COLUMN ANCHOR CAPACITY REQUIREO(LBS�THIS VALUE B7 f� REPRESENTS THE WINDLOAD TRANSFERRFD TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY 'w� �O��Q ,� OaeNiNG Wroin 8 FROM THE ANCHOR CAPACITY(lBS)TABLE ON THE SAME SHEE7 ANO USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��N� LYNN qp��i�� SINGL6MlALION SINGLEMULLION FORVERTICALMULL ) . • . OPENINOWIDTH ANCHORISUBS7RATElANCHOR-CLIPPATTERNMAYAPPLY)SELECTANANGHORCLIPPAITERNANDVERIFYTIiHTTtiEREQUIREDlWCHOR `�1\��••'��ENS �(�F �% �FORVERTICALMIAL CAPACITY IS MET. � Q�� • �' F � • MULTIPLE MULLIONS �'�• �� SEe CORRESPaNDP1G DEtA1LS 7}IF 7HE MULLION CAPACITY(LBS/FT�OBTAINED IN THE TABLE IS HIGHER 7HAN THE DESIGN PRE9SURE REQUIREMENT(LBStFT'1 FORTHE No.56705 � FROM FIOURE 1 ABOVE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJt19TMENT FORMULA"70 OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ � , = VALUEA LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SU85TRATE - • (Y� �-a:� 6 .ur� STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATINO(LBS/FP)FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FWAL MULIION :��'• TE f• '�1:` �2014 FLORIDA BUILDING CADE(FBC),5iH EDITION CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SY5TEM.THE LOWER OF THE TVJO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ��t�•. F P.•'G\�� •ANSI/AFBPA NDS-2012 FOR W00�CONSTftUCTION pRODUCT ASSEMBLY. ._LOR10,.• , � �ALUMINUM DESIGN MANUAL,ADM-2070 8)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLCATION YVHEN USING THIS NOA TO APPLV FOR A PERMR ��SS'/ (�1 � ��`` •AISFS700-071SS�2010 A'�Ma�rjl�+�E�`�.E. FL P.E.#58705 , • B�� ti � �� ,}X� 6 �fi� O DETAILA: DETAll.B: ntuwon ��4�� MUIL!{7t1 TO 2X WOQD BUGK Muuw" MUL!lC1N ATfAGHED TO 1X eucissrwr rv°.^t�cNo� �i OR WOOD FRAMiN� WdOD SUCK AND MASQNF2Y arrAc MErrr s�sEe��s�a•asa � ,� (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) sro�rreas, SEE NO'f E 1, N j � MULLKAV SHE£T 1. , ,, �,+S m � i � . . . . .... .• . ..� {fy �N� � � � � 4'o � � ., .. ;. ' � . O � � a �� I � � SEESNEETS o � � � MIN2.7KSI ��♦.. ' '•' EDG6 W E17HER7HE I � � ]1-Y3FORSiOLE q � I CONCRETEOftfX�Al'� � �� I DISTANCE, � ll� �_._..._�}. � IOGATt4NS a M1 i .4 SEESEE7ABLES � S 9TAMDARD6R 4 • i EQ4EDi37AFICE t&t68 jy'$ tt) OFFSEiMUi.t a EDfiE a e I n FORMASONRY � Q �S p CLIP 6AAYBE I DISTANCE WSTALLED BY ,a �,,, I �6 FOR WOOD /'� � � � � ANCHORS O �— Twsw�rHno , scn�s �bd i t SIDE VIEW � 2 � � v Q �.260•idAY.FCd2 �. J piLMlltt10NS � d ' � J n " a �trHenme � h � � a d ,r"' S7Ni0ARU O � (,)6 0 � a ''a y 4 OFFSET MULI Z �z � a �' e' 4 u nv� n a � .a a ° CUPMAYBE � �„'� � � a ��CI�E��OR IN9TAttE06Y � h � `""^.'._ q �"""'� . ... 7NISMELHQA. J US� Z �, a a @QGE Q "'�_ Q � a— � A 4 ' 4 OISTANCE `L � Z Q 171 O � a FOR z NASbNRY \ a � Q � Z � O n+�o�sErcuP�s r,�cHor�s \ Q � H,,,-{� ��,�r � ' RECbMMEt7DEOhY1R �y \ J N � C1 EXTERIOR °a °, WINQOWS.�BU�1 M4Y � y ° W � AISOeEUSEDFOP � F— � N QTtSg2FHAMETff'ES. � � Q L�,,.t � a u 0 �.�� z�a� rrr.nracnaa r�s�ue Rnie, reRsuBSrfwsE. � o�� ' PER SUBBTRATE, SE£TA81FS 18488 SEE TAOLES 7Bd6B SEE TABLES 40•18B �EDGEIEND I��T�� , BUCKSTRIP SEETASLSS �� 18-1L@ ATTACHMENT E�16EOMENf BUCKS7fiIP � '.�:•.'� .-. • • � , , BY(11}{ERS, qryD EMBEDME�NT� � • ' .. . SEENOTEI. � , . ATTAGiMENT ., . . L .� ,'. ' . " 6FiEET 1. - ' ' • � SY9TttER9. -• . .. '_ . ' .• ' � " ` - , . SEE NQTE S, ' � . , � _ ' � �• SHEF_I'1. • •. • • ' ., ' ' ' MIN 4.7 KSI CONCRETE OR CMU . ' . ' . .. .. FRONT VIEW Paooucr�stea • . ' $�{3��/��{(4� as�umplyin6wi�hCisGlbrfAl IIuitAing Code FRONTVfEW n�rea�� •�'� esplretlon pate /yb2) FNSTALLATtON NOTES: By Miasni troQucY 7)ANCHOR EMBEOMENT 70 BASE MATERIAL SHAI.L BE BEYOND WAIL ORESSING OR STUCGO. �� \� /i 2)QUANTI7YOFANCHORSAtdDAAUll10NSIZESNOWNABOVEAREfC7RP1CTORIAiREPRESENTATION ``ti�Q��1.YNN M�� i��' 6NLY 8£CAUSE THE ANCH6R CAP.ACITY IS BRSED PARTLY ON 7HE ANCtiOft TO ANCtiOR 013TANGE,7NE `�f,t'`,.l��ft4yg F�Q �� CORRECT�UANTITY AND LOCATION OF ANCHOR9 MUST HE FOLLOWED,REFER TO THE TAHLES ON 7HE ' � � '-,�{� FOLLpWING SHBETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �"k�' No.58705 3}At3CtfOR HEAp TYPE MAY BE PPNHEAD,HEXHFAD OR FtATHEAD. — �Jj '`"'—"" 4)WOOD BUCKS ARE OPTIONAL,SEE DETA6.C,SHEET 3. %"�••�t��(, "tI �•�1�� '� 517Ci�Of ; yw,` 5)POR MASONRY APPLI4ATIQFS3 tN MtAMt-DADE COUNTY,USE ON�Y MtRMi•DflDB COUNTY APPROVEp '�^��•.�l4MOP• �C�: EiGO UITRACON OR�CC1174'S.S.AGGRE�aATOR MASONftYANCHORS. f�f�CS'jr��`,��t`` A.LfNtJ�MlU-ER�b.E. FL P.E.#58705 ----- --- - - - — - DETAIL E:--- -- -- - — --- ---- 0�� - - -- MULIION TO MULLfON DETAILC: --+ ."6•M�N. 1NTERSECTfON Nores: MULLION DIRECTLY AITACHED TO Muuior+ � (U-CLIP) �� a 7)MAY BE INSTALLED IN"TEE'OR'CROSS" � �o MASONRYSTRUCTURE �� WTERSECTIONS. ��4� � (STADlDARD CLIP SHOWN) vuciEs o� z � 2)MAY BE INSTALLED HDRIZONTALLY � (SHOWN)OR VERTICALLY. N I � I TYP.ANCHOR � m EITHE(3 THE i I PESiSUBSTRATE, 3)SEE U-CLIP DRAW INGS,SHEETS 27-23 N �� W SraNOMoort i � � SEETABLESI9-130 TOPVIEW FORCORRESPONDIIdOMULLION. Z tt -„ OFFSET MULL � I �, MULLION O `r CUP PIAV BE I I � EDGE OISTMICE ' `l, INSTALLEDBY I� 1 FORMASOPRY VPAES J W THISh1E7t100 � � � ANCHORS � g72S7EELSCREWS, 7 T I �� j I �� a �\�Ull10NAN�SESEAS �LL �yJ � O� O a \ n NULLION Q � J � ,ad g � � EXTERIOR ' ., � �. 4 THEOFFSETCUPIS Z j� � EUCE DISiANCE � � � RECOMMENOED FOR ppRMqSpMiY � FIN-FMMED LINTERSEGTION � � Q'� � W ANCHORS a �c d N7NDOWS.BUTMAY U�CLIP � 7 F'o u �Z ° AW^OBEUSEDPoR EXTERIOR Q � � � 8 a � OTMFAFRAMETYPES. Z '- . z z ¢ O1 � TYP.ANGHOFi �.G d Q O Z N 6EE7l�BLE5�1B•t3B a • SEESMEETS21-27FOR � f"yy �� TYP ANCHOR HOLE�OCATIONS � g J o 0 PEI3 SUUSTRA7E, eu usra� � s�Tne�siea� FRONT VIEW oisrnr�cE � Fa- � � ATfACHN@ff &EETABLES � (n . .. . � BYOTHERS. � ' 1&138 Q Z Q " �� SEENOiEt, , Z � EIABED'AffiNT . .• • '. . �t. SHEET7. • . . , -. ;- • � EocE �� mO�.O o�sTauce � �CC .� �~SEETAHLE9 S1DE VIEW � � €� � � MN2AKSICONQiETEORCh1U MPIT7KSICONCRETEORChR1 te-taa DETAILD: FRONT VIEW SIDE VIEW MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) S7RUC7URE INSTAIIATION NOTES: ne.a+cHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SFIALL BE BEYOND WALL DRESSING OR STUCCO. Q PER SUBSiRATE, 0 \ �SEETABLES 1B-13B 2)QUANTITY OF ANCHORS AND MULLION SI7F SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� `� SEE SHEEfS � PROOl1C(KIiVISCD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE 2I-23 FOR m comptying witli ihe Flocidn CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWE�,REFER TOTHE TABLES ON THE � tIOLE Huilding Codc �ocanaas w<ecq�u�etao�^�► •63 FOLLOWING SHEEfS.EOR DETAILS A-D,ERHER THE STANDARD OR INTERIOR CLIP MAV BE USED. �`� Fxp'vati Duc �ZJ MULIIDN � 3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEXHEAD OR FIATHEAD. � Br � Miam'Dedo t q)WOOD BUCKS ARE OPTIONAI,SEE DETAIL C,SHEET 3. ` `� 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUN7Y APPROVED D STANCE \�.��\��tiY�lN Mq�'''�,l ELCOULTRACONORELC01/4'S.S.AGGREGATORMASONRYANCFroRS. FORSTEELSTUDSTH�NNER7HiW 3EE7AALES ` 0,••"""•• F � Hw �o-iss . �� •��GCNSF''.,'S' �. FRONT VIEW 18 GAAND COMPLIANT WITN 7HE FL OUILDING ^ CODE,A 2X WOOD DACKER MUST USEO. ti Q'�: '�} i . � ATTACHMENT BY OTHERS, ;�: Np,58�0� EX7ERIOR ��"'O°DANCNmxscecs SIDE VIEVJ _ ..� � NOTES: �/ ry . (.Y.— �/ � �U, 1)FOR 2X WOO�-BACKED S7'EEl STUDS,WOOD ��•�� A 6��.��- ANCHOR VALUES b1AY BE USED. ��n� . F�GH\OP:�,aC�� 2 SEE CORRESPONOING MIRLION TABLES, � `>,�I�. ,+�, �- SHEETS5-20,FORQUANTITYOFSCREWS. ,',A��*"�1�r�Y��`PE• FL P.E.#58705 . • ��n�� DETAIL F: DETAIL G: DETAIL H: � FIELD-MODfFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �� a (F-CLIP) (ANGLE CIIP) (ANGLE CLIP) �i° ��4� '� ^ noz z \ SEEDETqILSA-E, 3D'ORQS' LL SFiEEYS 2 ANO 3 FDR INSTILLIATION oAY MUIL TO SPECIFlC SUBSTRATES. N MULLION o m {— � �yJ O O Z '� � (� , p O � lj � O O O O O O � _ O O TOP VIEW � �� cn i W V o O sr+owr+�DE VIX W �25� � TOP VIEW � i i m Z � � � wuuiaa i � i � ~ O � � � � i r��su�esrRnTe. � U � � EXTERIOR / � � ' i i �SEETABLE31690R160 Z � � 2� 7 i rrr.nr�cnax � i i EXTERIOR 7 y� � �Z STANDAFiDMULL10NCLIP � I PERSUBSTRATE, � I I MODIFlED70FRFIEIo � SEETAOLESIB-14B m " � � a z � � � CONORIONS. I � � � 2'X6'AI:G�ECLIP, z z Q m O � I � � � � 2 PER MIRl10N END,M16UST 8E Q Q z N � � � I � � INSTALLEDINSmEOFBAYN.ULL F- F�y b0 § O MULLION � i �f � _'�� g�h o �� \ i � ii i i � o � a YoY �� i F p\ �i i � z•xs•x.,ss• F cn � � I ANGLECLIP, U Z Q � Q\• • �i I I � 2PEftMULLIONEND, �— Q. z � O ` � � I MUST 9E INSTALLED d� m�� I I INSIOEOFMULL. �Fa �� b I — � 0 � �� I I �7YP.ANCHOR b PERSUBSiRATE, � SEETABLES'IB-79B � INTO WOOD, � SfEEI,ALUM INTOWOOD,STEEI, STAlIDAROCI�TOBE EXTERIOR ��'`aNRY EXTERIOR ALUM,CMIUORtMSONRY A'ADIFIEOIN-FIELO. � EKfFRIOR �W�p�S��R ��' ��' �`�� (�RC�IICTRF:VISED OF p�t Pµ F m complying wiih Wu Flaidn I r�� f3uilding(.odc ��D21$. Q l Q INTO WOOD,9TEEL, Aemplmsa No 03 I AWM,C65IlOR�VSONRV 1�E O ExplmlimDatc ��1zj � � DISP RCE Mteml a0�lo�lclQOtl7 ANCNOR fiDGE '-�-—Q— � \�� / oisrnNce " f NOTES FOR INSTALLATION OPTION G&H: `��C�y LY�N j��F i�/ PFA ANCHOFi O G 1)USE 2 ANGLE CLIPS PER tdULUON END.CLIPS MUST BE INSERTEO INSIDE OF MULLION. `,�'��` '�\GENS� NOTES FOR INSTAILATION OPTIONS F: '�� =. 2)pETAIL G:SEE TABLES f B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ��; T��,r�g705 _ 1)OETAILISNOTAPPLICABLEFORTHEBAYOR126'X2.11'X.125'MULLION. LOCATION3. _ ' /� _ �/J ,C �— 2)SEE TABLES 18-136 FOR MICHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABIES�58 OR 16B FOR ANCHOR QUANTRIES AND SHEET 22 FOR HOLE ' � V` (,/ g �6 � U.l= :•v••. LOCA710NS. '�i F -.�� 3)THE 2X5 CLIP{S NOT SUITABLE FOR THIS APPLICATION. ��T '•,F�pn\Ot"' �Cj� 'i� �S " "'•.. �r.� A In%�{!r��yQ',��A�R:p.E. FL�E.tF 58705 - - - --- - - -- - - -- - ---- --- ----- - -- --_- - - - - - TABLE1A ------p��fe � -- Mullbn C ae[ Tabie IbaAt' �i�� u Opening4Yldth((orveNeeiysparrirgm�f(or�s►orOpaningNelght(tothorizortalryspamir�rmiore) �� SON 6aln 7ob AOb 9oin 100N 1201n t101n 160h � o Hec�enylor Tmp�111�enp. ReqonR�m 7FaqIH�& Ra�et�gulm TnPrtrb�. Red�p�W Tmpl7Mmg. RectcngUer Treplhlen5 Re�lsnAdar TnM�& F�edmg�d0f L91��& RM^n4�u T�eP�e^4 ReahngWu Tnp/T�tenp, pQc � 1 x2x.126 loedG9 Loamnp l.ondn9 LoaBn9 Lmdne 1m�9 Loadure loeGinH LaaOnA �c Loa�n9 tondng Loadn➢ LoadnB Lonana load`g Loemnp Loawg oy i V aur�.r�ne ,� ,� ,� � � � � � a � .r. � � � � �',. � F F €.. �' ' � .��,��on � �� h �� 8 �� " � �� m � � �� ^ �� ^ � �^ � � g� � �� z �� W �� g�. �� . �� . �� g� �� g� �� . �� o �42h 111.f 100 178.5 372 07.2 �08 115.3 325 78.8 {OB 707.8 J21 fi9.9 {OB 101A 719 621 A05 101.0 ]18 fiAB J08 101.0 718 te.6 402 iW.O 719 59.9 108 10/.0 J19 75.0 �OB 70{.0 JI9 J W J /EM 7�.8 S12 63.8 258 6L� 717 77.I 252 53.6 �t2 67.0 2�E {B.e �12 812 2/B �1.8 912 67.3 2N J7.6 ]I2 61.0 21� ]12 �42 8{.0 2H 28.e 712 81.0 2N T3.4 312 61.0 2(� � � � fi0.6281n B7.Y 281 7Q6 131 W2 281 81.6 228 �SB 281 65.7 72{ 39.B 1A1 521 �t2 ]5.6 201 Sp.t 720 ]i.B ?Bi IA3 218 Z6.8 281 19.7 Y19 22.E 2E1 {9.3 219 ZQO 281 �D.3 21B W o o � r�Fp S1h 6f.8 2�7 67.8 207 17.Y 2�7 �9.E 3M 37.8 7AT M.E 199 �2.9 2�7 41.5 188 2&2 247 38A ief 26.3 2{7 3EA f03 21.0 217 3B.f 187 �e.e 2iT 3H.1 iW 18.4 Z17 ]E.1 tYJ m � � a W b D6.1 200 �1.2 170 32.0 400 35.4 16E 27.4 200 71.5 181 2!A 400 YB.B 160 21.7 200 27.1 189 18.2 200 25.0 157 1&0 200 16A 188 F-' � J J 63hi �1.1 1Bt 35.J 1$ 47.8 1�1 30.3 IS] 23.7 181 ZaB tIB 70.7 tEi 21.6 116 18.� 1Bt 128 Il1 1B9 1Bt 21.7 113 = � E WIn 2E.B 165 368 1t2 44.0 i6S 75.1 139 20.8 1fi5 211 iJ9 1E.0 185 21.0 131 Z �� TLM T22 f]9 29.a 120 IB.S 1]9 iB.B 1fe 16.0 170 17.5 NB � �� L �W 78In IE.B 125 79.7 109 15.7 125 18.0 107 J �� Z Q J 'd 701n 17.6 iiE �e.a 104 f� � � � � Q N p � TABLE 1B z ANCHOR CAPACITY ADJUSTMENT FORMUTA: � � Z co AnchorCo ocl Table Ibe (A N �o� 6uea�m�c 27k commte 3.5k oone. Haax CMU F�ea ctAu PTwooa �y� (ppp X ANCHOR CAP.,,„,,,,,, qp�CHOR CAP.,a f� o � 918'EICo 7l4'68 Eko 5J1C Elco 1q'SS Eko Y7031ee1 {I2SIBe1 Y72 SteeJ ' �MULLION CAP.,,o,,,�� X Af1ch0l TypC 7I1B'ECo UUecon if4'Eka UNxm 3I78'Eko UNeton 1!4•EloO UIVaCon AnchorC11pPaftema umacon pyeece�rc unmeon nwrewt« Samv�a5)6ucw(G5) saow�as� USETHISFORMULATOOBTAINTFiE'ANCHOR � N � � Eope Wmmo(Ht 5• 2-�rr 7• 2-ta� S1ro• 1• 2•vc r 2-t7 7 rt� r o.4e- 0.5r o.326• CAPACITY REQUIRED'CORRESPONDING TO AN U a � 5 >( � Emeehnad m t-31P t.31P 1-3IT 7-37P z' t-�N' t-tA• 1-v4• t-1l1' 7-va• talY Y t�IB' ta�a• imes ACTUAL PRESSURE REQUIREMENT FOR THE Q O O 4Arolms�{.75'MIn.O.C.ISlendaGa00se1c71Dffq��7 aeoms �eows awm� ano�� +eaaws noi� zao� aum �aws aiame ce+ies e�ems x�w �+x+� csomy oPENING.YVtiENITISLOWERTHANTHEMULLION a�� zm0 O �n�nas B i.u�Mm.o.a r saneda(oramoq c�q�p.2k 4so m. �oo� wn wA wa wa aao ma m� wn w� wq wn se2 na e�ie+ nzo ws CAPACITY(FROM THE TABLE)OF 7HE SELEC7ED �� a nn�nm 3•�n.o.c.i Q�a5 aq�e crPs i�b.ak 780 ros 7eo ws eeo tm iseo ros �aeo iw s�o ba seo ros wn 7so� 7te im eao ms tes�Ics se2 ns ea5 im tizo ms MULLI ON.IT W ILL YIELD A MMIMUM ANCHOR � 2AncAae�D.4S Mm.O.G 7UUlp,h1o.125'Alum.lFy.4} WA WA W� WA WA WA qlA N1A WA WA IUA WA WA N/A 715 Poa CAPACRY WHICH MAY BE U9ED TO QUALIFY f nrwnor�F�m ffb.6C �os� iss wn aas ws aa5 ies exz ma ias ms ��o ms fn ros �roros �e7 ma aa2 wa 473@a uo ros n�im 7eo ms Ao�ITIONAI ANCHOR OP710NS FROM THE 2Mcho�a 1.15'MN.O.C/Fpbffm.8 240W 3501b5 WA WA WA H/A IODIbs WA WA WA WA WA 3711ua 9121p� b80bs ANCHORCAPACINTABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STMlDARD CIJP. FIOURE 1: FIGURE 2 TABLE NOTES: • • • • PftODUCIRL•VI56D • • 1j SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA9LES AND SHEET 25 FOR WFORMATION ON LOADING. oa mmplYing with thc Piurnb SEE SHEETS 2-4 FOR GENERAL INSTALIATION METHODS. .� �,ppp� � �uilding Codo � AcceDlmia+No�v'OZ�� 2)LINEAR INTERpOLATION BETWEEN MULL LENGTHS AND/0R OPFNING WIDTHS IS ALLAWABLE. � ei 11°�' �0 � FIGURE 3: p 3j MULLION AND MUlLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. M�� a p�� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 27•23. 2,OD0' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \�� ip ANGLE CIJP MUS7 BE USED IN PAIRS. �25� \�� j1�.`(NN n11CC i�� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIPICATIONS.HOLLOW M1D GROUT•RLLED ` �\ .. , F,p �� FIGURE 4• FIGURE 5; FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHAIL CANFORM TO ASTM GflO.WOOD SH/U.L 9E PRESSURETREqTED \\`,��..•\�GENSF •, 'C i • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.AIUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF 125' � � � � THICK.STEEL SiUDS TO 6E A MINIMUM C�RADE 33 AND.045'THICK(78 GAUGE�.STRUCTURAL STEELTO BEAT 1"X Y X 125'MUlL10N -5�_� No.587�� _- LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND qT LEAST 3 SCREW THREADS BEYOND � � � � THE MATERIAL.#10 8 Nt2 ANCHORS INTO WOOP MAY BE SiEEL,18•8 5.S.OR 410 S.S. _ ;/�i„ � f� '� �--� (.( � w.- ��'. �- �'A • S'i�E�f Z� .C�C.. FIOR\OP•' \�.` /////S�I'1'1Y�\'�``: A.LYNM� �R,A.E FL P.E.#587Q5 • TABL�E 2A "�� MunlonCa a Teblo 1691R� �� OpcnMgWldlh(foreeNcaByspemlrv�mWlans)orOpenlnpHelg�t(PorhorlmrneYy-spaMngmdltoru) �� 4 601n 601n 701a BOIn b�ln 1�In �201n 1401n ts01n �x O Rectarpular 7rapn�ang. ReotaipWr 7�epfda� Rutmpubr TmpT�lorp. RechngWar Trop7�laip Hectmqular irap/ftlorq. Rechrguur Trop7tlang. Reclazqutar Tr•pTAarg. ReclarBWn Tmplirlo�. R.ctangtar 7�apTdaro. Ya�z 71(2%.378 Loodln9 Laaaln9 Loam�O Loa�ta lnartmH Loa9ip LmdnB Loads➢ W�I�B Lo�nD Loadi�q7 l�wdtrg LoaAl� L.oadli0 loa�n9 ��8 Laaahp twtllrB �y� s � AlumTubo � �.. n v a.. u �.. y u�' `�,. � � � a � � ��, a �' �' '�., v � Mulllon a � g g a s B g g s � a s� � a �, � � �, a ffi � �B � � � & �, a �� a �� a �� g � ap� a a� � ��g � �� a ��A$ � � � �� aa�$ � � � �� a $ g$ .q�( .sk �g y13¢ � p�� ,m � �� @ �� 3� s� d� �� dK �Z Z� �� d� �� dr� g� �� g� 3� 2� d8 2� 2� �P. 3d �� d S� 3a� �� d8 �� d� O �f0� F 471n 170.0 820 1TQ0 475 157.3 662 '170.0 47B ti8.7 W2 '17Q0 fi98 �13.6 662 768.5 518 10D9 Bgl 168.8 617 BD.B 66! 1689 517 75.7 662 766•9 617 M.B Cb2 168.0 617 68.7 667 16&B 577 J W ABIn tZ1.6 507 1380 419 101.4 507 118.2 A70 88.8 607 108.7 409 7Q0 5C7 1028 393 67.8 507 99.6 397 648 6U7 89.0 386 W.T 6D7 88.0 398 43.4 507 99.0 990 3a0 6a7 89.0 396 J = � 60.@61n �07.7 i68 �14.8 379 H6.4 458 89.8 371 74.1 468 90.5 36G %8 458 61.E 360 6TA 45C B1.J aS7 6LB 46fi 8Q0 958 432 45fi 80.0 356 37.0 458 BU.O 358 32� 458 B0.0 35B � �m N �o Q 541n 854 �W 93.3 a38 71.2 400 e0.9 320 61A dOD 727 3Y1 53.4 40D 87.3 310 <7.5 <00 bf.o 31S A27 400 623 ]14 35.6 100 61.8 313 30.5 4W 81.8 313 26.7 400 61.8 313 m O F-� (h � BDIn 87.3 324 68.8 478 61.9 324 67.5 2T0 I4.5 321 67.2 �4 38.9 3?A 4aB ?90 34.8 32� 43.9 2S/ 31.1 329 4Y0 255 28.D 37A 40.5 253 ?22 324 �D.6 � �9.5 3aA 40.5 253 � (O N � 63N 63.8 28� 57A 262 44.8 29E 49.2 2�6 38.4 789 �13.8 241 J�.B 299 38.8 237 78.8 Z84 37.1 234 78.8 2M J5.2 232 7L4 291 37.5 Zi0 19.2 297 3]A 730 1&B Y84 33.4 2d0 J � GpM 4@B 2W 10.8 730 38.� xb 4�A 715 334 260 3/.5 721 29.2 �B 34.1 21B 20.0 N38 �1.6 276 23.4 26B 20.B 251 195 268 28.0 210 16.7 268 27.7 209 71.6 268 Y7.T 20B z (ni �' � � ¢ �� f 72Y1 3B.o 225 �7.8 1B6 90.0 ?26 322 �91 7h7 225 28A 78E ?2b 726 26.8 185 20.0 7l5 ?3.8 782 1&0 71G 71'I 100 �6.0 726 Zo.� fl7 729 716 198 776 11.3 715 1Y.8 776 $�j 78N 30.8 21l1 ffi.0 177 23.5 4(tt 273 173 2L0 202 ZiD 770 10.2 7D2 21.5 167 77.D 20l 18.7 'I65 1S3 20! 16.4 1BJ 128 Y02 '10.7 180 'IO.B 2R2 15.B 450 9.6 104 15.8 168 J �� Li �Z 7gln 2$3 182 7A8 188 Td.B 1B2 75.1 165 202 1B2 T10 182 17.7 '13] 18.7 169 757 7B2 1B� 157 10.2 182 10.8 �55 11.8 �92 15.2 752 10.1 792 144 130 B.8 td! 11.2 760 a � � � soi� ie.s �aa �s.o ise +sa �a �s.t tze z � Q ` o Q s` Z co 0 961n 76.2 127 'IfiC 173 (n ti� «�mr' TABLE 2B ANCHOR CAPACITY ADJU3TMENT FORMULA: fA � � MchorC�ae Tebla Ibe ANCHOR CAP.,,�,,,,, � X �orY g�ybg�e. 2.7k Cawlela 3.5k COM. HoAOM GMU FAkYI CMU PT W� M¢Itl (DP�a'( ANCHOR CAP.,,, N `MULLION CAP.,„.,,., f= y��prq VP 95 Elco Y1C Eko Y4'68 Eko q10 61ea1 Y�2 Sleal !f2 Sted (� X Q � � Archorivoe'. 311E Elw Ultmcon VT EkolAl�acan 7/to'E�w wtrecan fA•Eioo Unrocm AppmGela Ulirecon Appe(iatv samw(�5)scier�(as) 8cmx(05) USE THIS FOF2MULA TO OBTAIN TFiE°ANCliOR a � O O Anahor Cllp PaNema UAncon edeeoisim�ocMk �' �-»r �' �-�' }�re� r 2-tIT f' z-vc i s�f�e� 2• o.aa' o.s�• 0.92�° CAPACITYREQUIRED"CORRESPONDINGTOAN a� �,�� Embaament(hik ta�a• fai4• 1�3f4' ia/�• 2' �-va' �-V4' t-1IP 7-tq' 7-tu' 1-t/e` Y tals talM �es ACTUALPRESSUREREQUIREMENTFORTHE m��a ��m� yqnctprs��.75'MhO.C.l31eMaMofO(Seltlb(FIp.1Y ��= 3�� 4�� s7ow+ 7sa�bc 7541w 7�on 77�Its fie4ws e�eios 317ms 4u�Ds seoms OPENING,WHENITISLOWERTHlWTHEMULLION 4 A�whas Q 1.15'Mh O.C./Ster4atd(or0lkelt alp�yy.2k �� 7�� H/A WA WA Wl1 380 bs WA NIA tUA Wp �uA Bb2�s 485 bs 11Y0 bs CAPACfTY(FROM THE TABLE)OF TNE SELECTED G � � �'�' d AnrLaa�J'Mn O.Q/RI?+6Nqla alps/(Flp.3Y �� b' �ro' N/A 7w ib> 7�e ibn ebo ix tesz ros se2 ms E851�s 1fYD�s MULLION.IT W ILL YIELD A MINBr1UM ANCHOR 2Anchas�0.lY 61n.0 G/LLQIp,Nla.125'Alum.(Flp.4$ WA NIA tUA WA N!A tUA WA WA N/A NU1 WA WA wA N/A 715Iba CAPACITY WHICH MAY 9E USEO TO�UALIFY 1 Anchar/F2l�p IFW.S): f051bs �es ros ass ws aes bs en ins 135 0s u0 6s �77 ws aro ios ie7 io� a�+z�w 473{6s �7o w az�iw aeo ms ADDITIONAL ANCHOR OPTIONS FROM THE 2McMc�1.15'NIn.O.CJFtIIp�Fb�BC 2w�s 350@s WA WA NIA WA 180Ds WA N!A WA WA WA Y1165 �121M 560@a ANCHORCAPACITYTABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESA9 7HE STANDARD CLIP ' " �RODUCT R6V4SBD FIGURE 1: FIGURE 2: TABLE NOTES: ue complying wi�h OoFittitl� � � � � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 f-0R INFORMATION ON IAADING. euild'u�g Code 1.000' wecep�anceNo� -O�l � 3 � � SEE 9HEETS&4 FOR GCNERAL IN6TALLATION METHODS. � � Expimiion Dale ��1Yfi� 2)LINEAR INTERPOIATION BETN'EEN MULL LENGTIiS AND/OR OPENING WIUTHS IS AILOWABLE. � Br Minmi TfoduGl' FIGURE 3: i�� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 27-23. � Q � � HOLESTOBEDRILLEDINTHEFIELDFOLLOWWGDIMENSIONALRESTRICTIONSSHOWNONSHEETS27-23. �'�� \�� Nl 1YNN�Jq��i� FIGURES SHO�Y SUGG6STED,APPROX!MATE HOLE LOCATIONS. I � � � L .376' ``�,.�t,� V4GElJ3C'l�t;p�i ANGLE CLIP MUST BE USED IN PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SFWLL BE PRESSURE TREATED � " �� o.Sli70� �' - FIGURE 4: FIGURE 6: FIGURE fi YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.725" �•X 2'X.375"MUfl10N - - r 7HICK.SiEEL STUD9 TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURALSTEEI TO BEAT C • � � LEAST 126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREVd THREAOS 6EYOND ��.�� p 6 ;,�� THE MATERIAL.tF10&it12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S OR 450 S.S. �� S,:fE• F �� . 1�.� �^�.,at�R�oP.•'�C��`� ��i�s��7JAL��. A L1�NN MIu1tE13,P.E. FL P.E.S 58705 - - -- -------- - -- - - --- - --- TABLE 3A --- . TABL-E 4A a�k0. � MalttonC� aa Tabk 16aN!' }�r�� Oponingrittdth{tortierGcaBy�sporrltgmtAiore}orQpsnfnaNsight{fnrrorimHat�spamingm�iarey g�'�L' < 501n ��n 701n BON BOIn t001n 1201n 14DIn 180h O '�X2.76x RooMngulrc 7tap�Mafg, Reclanp9nr heplfdan0. RecLe�lpWar liup�7lfle'g. Rec1��1u h�?riang. ReclenpWm 7tapfidony. Raclangdar 7replf�faop RecGmWlsr ReW1N�YW. Ruoleryplm 7tap�Msnp. Reclsnpul� TropJTdarg. �4 � [oaddm �naOng Laa�Q ccadne �ac5�g Laaana toadna cma�w I.oadcw Loa6r� toaana coa6nn tandu�g tona� toaan0 taaAna lae6no tvad{ro oY � is .860 Atum. a r a � a F F � a a a a r �r r ,� � a a a d iuhe a.,. � � �.. g.. �`, a., • a._ a �t '� a 'u.. � � � v a Mulllon � $�' � ��. � �� 8 � �� . � �� . � ��. � �g � �� e �� . � �� 3 � a � � � � � � � � � � � � � .� ffi $� $$ s S .� .�� ts.g$ Q��a � .�� E � 3� � �' �� a� �� fi� $�' �' � <� �m�� ~ i� �� s� 2� �� x'� �a �u �� a� �s'� �� $� �� a� d�� s� �� i�C $� � W @ h 170.0 829 1T0.0 935 170A 714 170,0 I7B 170.0 B88 170,0 509 17UA 802 17Qp 6{B tTQO 1118 NtlA 521 170.0 12t0 170.0 521 170,0 1�BC 170.0 bAf ISE.7 1820 170.0 521 138.8 iB20 170.0 5!1 j W 18Fn ttO.G 7� iTQO 52{ 170.4 $54 iltiA 584 tt0A 89L 170.0 839 17p.0 1t33 l70.8 6Si tiQB f275 St0.0 8TT 178.0 1417 ft8.4 @64 147.7 Si17 i70.4 984 ]2t.i 147J 77Q4 fAO. 1flG.3 1/57 170.0 886 � �� 50.023M 170.0 747 1T0.0 588 170.0 808 170.0 031 170.0 10/8 170A 686 170,D 1185 170.0 TTS 182.6 12EB 170.0 747 1{8.3 1280 T70.0 766 121.9 1Y06 170.0 758 t0i.3 1288 170.0 7'S6 Bi.i 7285 570,0 758 W O� � 6iin 170.0 7B7 170.0 812 770.0 85B 170.0 6A1 170.0 1118 17LL0 751 150.7 N30 170.p BQ7 193.Y 1730 170.0 B37 12D.B 1170 170.0 858 100.5 1f34 170.D 091 BB.7 1180 170.0 B91 75.7 1130 17u.0 BB1 � � � BOin 570.8 E$5 t7d.� 741 ii8.5 915 562.3 T8t t?5.5 91S titS 714 108,9 81S 132.3 T25 9?.8 816 l23.9 728 87.9 H15 iiAS 72D 732 855 1t4.< 725 82.a Btfi 114.� 775 54.8 8f5 114.i 7i5 t"' J W N 151.8 &70 161.8 71P 12&6 BJO 138.D 891 10E.5 830 127,x 887 B{.9 B30 1122 870 61,4 E70 104.8 S02 75.8 830 88.� 85B 83.3 870 BtS 848 Si2 830 8{.i 84B il.i 830 81.i Bf9 z w� � � � 88N 132.1 767 7�0.0 650 11LL0 7S7 11B.B d18 81.8 767 tos.e 621 82.6 757 BB./ Bt� 73A 75T pB.1 008 65.0 757 612 6IX1 65.0 7b7 78,0 SHa 472 767 �e.a 691 N9 16T TE.2 591 � Rin tOS.7 6�6 f06.8 S52 $4A &3$ 9fA St0 727 418 6�.1 534 W.9 638 722 b2t 68.5 836 �S 5/� fiU.B 838 823 548 42E 838 372 56Q 3d.� 838 55.3 S97 319 838 65.t 4B7 � J� �Z �1 7E h 8ES 571 80.4 �OE 721 571 78.6 tBB 8. 57f 87A /78 St.1 571 BO.b 4T1 <QO 5T1 FSb 181 45.2 611 61.8 i58 38.0 67I QA 451 30.8 $71 ai.8 d4T 2TA b71 M,3 �8 � �� Z: v-' r 70 b 80.0 512 83.4 474 66.7 512 TD.B 485 5T.1 512 82.1 456 5D.0 5�2 55.7 d{B 4L4 5�2 41A M2 �0.0 612 /7.5 N7 �3.3 54t 62.8 A29 2E.8 &2 ID.B 125 25A 5�2 �0.1 12J F"' '� Q N O Z p @Otn 525 EQ7 53.T 38) {3.4 40T 45.{ 355 37.2 iP7 3&8 3i8 3?b t07 35.3 3{3 28.9 {67 32f 399 28.0 t67 28.8 334 21.7 <QI TB.f 327 50.6 40T 24.1 322 t8.3 {97 Z+A 3ie Q �tl Z `- ~ X� �4�� 6BIn 42.8 J50 tl.1 J20 �5,8 958 37.2 311 30.7 358 32A 308 PB.B 350 20.Q JOi 23.8 93! 28,1 �00 21.5 358 2�,6 R86 17.8 358 11A 48D 15.� �SA 18.2 28{ � fOBb 7U.1 283 70.8 23S YS7 2&3 25.8 2Sf 21.5 2Rl Y1.6 247 1E.6 263 19.0 4N 18.7 283 16.0 210 16.1 2EJ 18.5 2�7 W � Sttta 27.8 287 2&3 242 23.! 26t 23.& 238 18.8 287 20.0 235 f7.S 287 56.3 Y.at 15.� 28T 18.5 228 � fV fA {j} 1201n T2.0 22B T2.7 209 18.9 �28 iBA 203 15.7 22B 18.2 202 U x Q O O Z TABLE4B ANCHORCAPACITYADJUSTMENTFORMULA: ��Y mQ � AncharGa aai Table ba .. � '" �� ANGHOR CRP..n.,,,. se�Gaimtr. 27kCorcrete 3..5kCac. NonavtMU WedCMu PiNbad Ms�a! {DPq7X� }=A3�tCH4RCAP-^m g u�i o�� xt�eko 1N'888bo YlGEho v4•ss�co atos�eet xf2sied pf25�ed MULL70NCAP.,.>,.,m, AnahorCllp Pakoms �19"T� �1�Eko Ultrecon 1f4'Eko Ul4acm U�� ]I1B'Ebo UWmon u4'�mo Ntrxm ��a u�mcon qp�eoewr acrew�oa7 ecrew�cr,� 6ciaw�r>s) USE TNIS FORMUTA TO 08T/11N THE'ANCHOR eapeanwwetx�k +" s-trz' +• a�rr a-va� �^ 2-frr r z-�rr r 3�tm r u.+e• o.s+• aa2�• CAPAqTYREQUIREO'CORRHSPONDWG70AN emxa�nemt+�x iar.s• t-9ta' t-va` �ar�t' r �-�r�� t-f+a� �-tr4^ �-u4• �-v� �are• r �a+s� �-3,a- �e,�ea AC7UAtPRESSUftERfQlllREMENT�ARTNE x t�nwa�a.�5•Mln,O.C./SleMartl Ot 016M Olp lFq.1} aqo ios aea ms asa tw e�ie� tee4�ea �x�o m, 2eo iea nsa rta � ms 37d ips eso ros eos tus a+�ros 4as im 5eo as OPENING,WtiEhl tT tS COWER TtiAN Tt3E MULLION 4 arcnac�f.ir Mm.o.c i s�emsd�a orteeq cap�g.zx �so pxi �oo Rre wA wa w� Wn �iw WA wA wq wn wn sez ia �ees i ttso ros CAPACITY(FROM THE TABLE)OF 7HE SEL.EC7ED 4MctpreQ�'At(nO.C.!¢)2�SAMIeQ�pst(FIp.3X 18nMs T8o1Ds seoms �seoms iesa�s 54ow. seuia wa �5ome iaaida eeoiw 18921Ds m2us m rfsoms MULLION.ITWILLYIELDAMWIMUMANCHOR 2AroR�s�O_di'M».0.4.tUi7`fi.4Y.o.525'ANm.SF1a.4t NtA WA NtA fUA tlt,t HtA NtA WA NtA WA H+A MtA WA 7t5Ds CAPAC[TYWHiGNMAYBEUSE0704URi.iFY fn�wro.�FaevtRn.sy. ies�ba �s5[bs nses a5ma aams tasws itotbs ��tm sroPom tarita a�roa �ams �mms zx�i� Zeoms ADDI710NACANCHOROPTiDtQSPR6MTHE 2AncM»�1.f S M4t O.C/Faip(FIp.OY. 210 k6 350 pS IUq WA H/A WA tAll lb; WA WA WA WA NIA 391 IC6 4921G; 580 W ANCHOR CAPAGTY 7/18LE NOTE:FORTHE OFFSEI'CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VAWES AS 7HE STANDAFq CL1P �ClRCLEP VALUES ARE USED ib!THE EXAMPlE4N SHEET 24. PIkODUCT RFVI9BG a cem�yittbwirh Ilm Fltai� ButidingCodc �„42,y$,C%3 FIGURE 1: FIGURE2: TABLE NOTES: ��a�1C°NO ....... .......... .. -� 1.00D" r- 8npimtionDaW /�65� � � � � f)SEE SHEET!FpR INSTRUCTIONS ON 115lNG THE TABLESAND SHEET 25 FOR INFORMATION ON LOADING. DY � �� SEES#iEETS2-4FOR6ENERAIIMSSACCATt[k761ETf{t�IIS. h3t ``d`s`P�c� ��J' 2)LINEAFt IN7ERPC]LATION BE�f WEEN MULL LENG7HS AND/Oit OPENING WIDTHS IS ALLOWABLE. � � � � q ,. ..,.. C i F16URE 3: 3}MUI�ION AND Mtl�LION GY.IPS St-EOWN ARE NOT T4 SGAtE.FOft IXACT DIMENSIONS,SEE SFiEE7S 21-23. 2,7$p� `�'�ti� 'yyCEN$�'•�`� % tialES TO BE DRILlED tN THE FIELD FOILOWiNG DIMEh7SiONAL RES7RICT(ONS SHOWN ON SHEE7S 21-23. � �,.'. ,yt% � � + � FIGURES SHOW SUCiOESTED,APPROXIMIITE HOLB LOCATIQNS. ' �'' ho.r�ft/U5 . � ANQlE GLIP MUS7 HE USED IN PAiftS. 4}SUBS7R4TES:GONCRETE SNALL GONEORM TOAC!301 SPEGIFtGATiOHS.HOLLOW AND GROUT-FtLIEtJ �(/t' /,�( ' i CONCRE7E BLOCiC t1NIT{CMU}SHAL[.CONFORM 76 ASTM G36_W004 SHALL BE PFiESSURE-TREA7ED '� "� ' � � t`*' :�� FIGURE b: FIGURE 5: FIGURE 8: YELLOW SOUTHEIW PINE WI7N AN SG f7F 0.55.AIUMINUM SHALL BE 9063T5 AND BE A MINIMUM OF.125' %��'. S ATL•UF <U: �� ''�� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(78 GAUGE).STRUCTURAL STEEL TO 8E AT �' �`� _s��ph,•��` �� LElST 125'THtCK AND A36.ALL ANCHORS INTO METAL SHAII EXTEND AT LEA57'3 SCREW THRFJI�S BEYOND 1"X 2J5'X.650'MULLION ' �ul� \�� ! THE MA7ERIAL#t0&#52 J�NCFiORS IN70 WODD MAY 8E S7EEl,]8-8 S.S.OR 4fD S.S. �'r��S�{�+�j/1L`�1� A.LYNN MIL4ER.P.E. FL P.E.#5870.5 -- -_ ----- -- - - --_- --- - ---- --- -- - �j TABLE 5A - --- --- --0�� -- --- ,t MuII(on Ca ao Tabia lba/ft' OpaningWidkh(forvarticeVy-sparWrgm�liore�orOp�nlnBNelBht(forhothnrtelly-sperrirgm�lia�s) '�� LL SOIn BOin 704� l0in BOin 700h 72041 UDI�i 180tn � 0 Roclen9�lef TteNfMan& Re�ten0�� T�epRdury. ReclmgWar haNrrtan8. Rac4rn9�� T�P��'e. Recte�gWer TreMdwig. ReGengder TreP'men9. RacW9�� TieplTlten9. Rueten�lu T�eplfdan& Raclengula` TmplTAm�g. a 1"x3.iT6"% �°dn0 loadn9 Loadne LoadnO LoadnO lAa6n0 Loa6n8 LaeAoO Lva�9n9 WednG Load�9 LwA�V Laedn9 Loa3n9 Laadng LoadnA Lna6n0 LoaduO �Z fi .eoo"plum 4 ��,. �' �.. �' a �_. �' a � a�. � ?' a_ �' a p �' �' �' �' �'„ �' z' n �.. �' x � a a �... TubaMull � �.B � �� a �� . � �g � �� . � �� e � �g � �� N °° � � � � � � � b$ �� k � b& �� .�� ._ _ �� - .� � 4 � �� o � J W 42in 770.0 820 170.0 �35 170.0 744 �7U.D 1T8 170.0 BBB 170.0 506 170.0 B82 170,0 518 170.0 7178 110.0 521 170.0 12,10 170.0 521 170.0 1488 170.0 621 170.0 1735 170,0 621 151.4 78D2 17UD 521 J = IBN 1711.0 70B 170.0 SN 170.0 �+0 170.0 501 170.0 9B2 570.0 830 770.0 1133 1T0.0 BB1 170.0 1275 17d0 AT7 170.0 f117 170.0 680 757.7 1577 170.0 8EU 155.f 1577 170.0 B80 �1&2 7677 170.0 860 � � �a � 50.B25N 170.0 7i7 770.0 58] 7740 80A 170.0 631 170.0 1019 170.0 BN 170,0 1t85 17D.D 727 170.0 134G 17Q0 747 170A 44B1 170.0 758 1�1.7 1195 1T�.0 758 121.5 f185 170.0 156 108.3 7�93 170.0 758 W O� � 5�hi 170A 797 170.0 012 170.0 B58 170A BB1 770.0 1H0 170.0 751 170.0 1275 170.0 B07 18l.7 1�6I 170.0 &7T 1�85 tA01 170.0 B:8 721.0 NOf 170.0 B8f f08.8 1�01 170.0 881 67A 11U1 170A 881 � � � �"' J BOIn 170.0 BE5 170.0 701 170.0 1083 170.0 7B7 160.6 11fiB 170.0 e7B 179.7 N5B 18T.0 8t8 123.� 1758 758.6 Bf7 1flA 7158 11B.7 B10 82.5 B56 1N.5 803. 78.3 H5B 144.5 BOJ eDA flfiB 144.6 BD7 .� 831n 110A P30 170.0 715 158.E 1019 770.0 850 137.0 1048 155.5 EOU 11B.8 f018 1�1.7 B1B 109.6 1018 13Y.0 B3B BS.D 4019 125.5 B4B 78.9 70/8 170.7 B!0 BES 76{i 118.0 818 SB.B 1D/8 11E.8 018 � � Wg m � 8pN 1gg,g 855 170.0 709 17D.0 955 151.3 B01 118.1 B65 737.7 788 1�.2 855 121.{ 776 B2B B54 N20 765 87•4 865 108.4 757 80.6 865 08.8 71B 59.8 B55 89.7 718 521 &S` 88.7 748 ? �� 0 J T11n 1Z8S 803 13�.8 897 107.0 603 11�.9 882 91.8 603 701.1 B7U 803 BO3 81.2 859 7fA D0.1 A3.9 b4B 61.2 80'! 70.8 B42 53.6 80.t 722 882 I5.9 003 89.8 82B 40.1 807 BB.7 827 J J� �OZ � 78{n iQ92 721 111.1 B2B Y1.0 T21 57.0 616 78.0 721 65.1 805 08.7 721 78.5 SBS 80.7 711 70.1 588 51.8 721 85.1 570 I5.5 721 59A S6Y 39.0 7Z1 SB.B 58� 34.1 72I 5�.1 5B3 Q�= r � 701n 707.0 BB4 1�.1 59B 81.2 8B4 8BA 587 722 6sf 70A 578 63.1 684 70.� 587 58.1 884 64.4 558 50.5 684 59.8 551 {2.1 884 51.1 541 76.1 B81 51.3 538 71.8 881 50.8 514 ~ � Q � o 901n 85.8 61� M.9 �7B 6f.e 614 G7.3 ME 47.0 6f1 60.0 MO �1.1 5f4 �l.B 4�3 366 514 iQ6 IZl �.B 61� 37.3 121 27.� 514 33.0 412 21.6 61� �0.4 100 2U.B 674 47D �09 Q � Z W O ggln 54,2 154 55,7 Ip{ C52 1:¢ �7.0 39B 38.7 IS] 40.9 780 �3,8 /52 �8.4 J81 30.1 �62 328 378 77.1 �52 30.7 373 22B 152 28.8 3B5 1BA S52 24.2 359 1QB 142 12.8 355 y x,�$ �O�°� �X 1001n 78.1 757 38.0 J22 31.7 35Y 327 317 27.2 357 28.4 372 23.8 S57 �i2 30D 21.1 �ST t27 903 18.0 731 20.8 289 16.9 �57 78.0 203 13.8 357 18.2 287 11.0 357 15.0 18] W � Y �1 1111n 35.1 338 35.8 306 28.2 378 30.7 J01 25.0 3�8 26.1 2B8 27.8 338 23.1 � 18.5 3J8 20.8 28B 77.5 338 18.0 281 14.8 37E 18,5 278 12.5 3J0 11.0 273 11.0 33B 1J.6 268 � [�1 U1 lq 1201n 27.7 289 732 ffi3 27.1 289 2J.7 T59 1B.D 289 20.5 258 17.3 289 7&1 752 16.1 288 18.3 249 13.8 1B9 14.9 2l8 �1.8 269 72.E 210 8.9 108 11.4 238 8.T 288 1�.4 232 U x Q � � a"~ �y.,fn (n TABLE 5B ANCHOR CAPACITY ADJUS77VIENT FORMULA: �� ¢ E�� AnehorC� al Teble Ibs ANCHORCAP.,,„,�, S SWslrzl¢ .7KCorcrtfe �SNCant. Md1owCMU FlucECMU FrWood M9a1 (�F)X( )=ANCHORCAP.�„ � �� ytc E�co �a•sseeo disEko vesseim a�aslcel N12s1m1 mzs�eei MULLIONCAP.,,,,,,,, Ancharype 9'10EIcoUllrsm V4•e�coUMiacm ��i� s'�CF�coUerecm v4'eeouuracon ��or unmcm nggreoAa s�mv(cb)Sem.(e� scrcw(G� USETHISFORMULATOOBTAINTHE'ANCF{OR RnchorCllp Pettemo eugeosiamepnX r 2•v2 7� 2-vz ava �' 2�rr r z-ur r 3�8� � o.ne• asr o.aze� CAPACI7YREQUIRED'CORRESPONDINGTO p,um�nan y�e• ia�4 iaa• ta�e• r +-w• �-vs �-�a• t•va• �a�a• �a�a• r 7�3�8• tara �es ACTUALPRESSURERE�UIREMENTFORTHE 2 pM11D19 @ 4.TS AfiR O.C./Slardxld rf�BN C�'p(Fl&�C �� T�D�S 2BD�ns �C ics 7aoae �a ms csa ros �fs ros s�t ms aaz mc seo a OPENIN6,W HEN IT IS LOW ER THAN THE MULLION d Mthon Q 1.1P Nh O.0/S1a1tlaN(a Of6C�)CY.p(Flg ZJ em ms 7001ns NIA xrn nin n/n JED I�s. H/A w� w� wA tun sezos ees ms �+a�ms CAPACITY(FROM THE 7ABI.E)OF THE SELECTED aArcrors�3�Mm.o.C./(21�5Am�Cqs�(Fl&�% '+�� m� �� os sw� wA rsoiu 74ems aeows �aa2as �2ms ea5ws nan% MULLION.ITWILLYIEIDAMWfMUMMlCHOR 7ARton�0.45'MIn.O.C.IUCOp,Wo.125'Afum.(Flg�lj NM WA t1/A WA t7lA t1/A WA NIA WA NIA WA WA HfA WA 70731m • CAPACITYWHICHMAYBEUSEDTO�UALIFY ��rcr�w�Fc�pap5� 1�ms ��sms m�s wgma s�zros i�s�s �� mwe a�oics �me a�ms araioa ��oas 2ztms asoma ADDITIONALANCHOROPTION3FROMTHE iw 2Anclnrs�l.lYM�nO.C/FL9P(RQ61 2fOD% ��° N/A !�A N/A WA 190fOs NIA WA WA WA WA 947ms <421us :BUme ANCHORCAPACITYT . PROAl1C1'RGVISliU NOTE:FOR THE OFFSEI'CLIP,USE 7HE S/1ME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARO CLIP m eomplyingwiih ihe Flodda F-1.000'^I Ovilding(:odc n�ce��rora 16-b218.o3 FlGUREI: FIOURE2: TABLENOTES: H iretionDale �72I � � � � 1)SEE 3HEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. � �p�� SEE SHEETS 2-4 FOR GENERAL INSTAILATION METHODS. ��t I i i 1 I�� 2jLINEARINTERPOLATIONBETWEENMULLLENGTHSANDIOROPENINGWIDTHSISALLOWABLE. 3.125' ``�`Oa� •" f"�•��F,,,�: � FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EX/1CT OIMENSIONS,SEE SHEETS 27-23. \Y?• �,\GL-NSf '•.'Q'f i HOLES 70 BE DRILLED IN THE FIELD FOLLOWING OIMENSIONAL RESTRICTIONS SHONM ON SHEETS 21-23. .�_: n��a7C5 '� � � � � FIGURES SHOW SUGGESTEO,APPROXIMATE FIaE LOCA710NS. _ n �• � ANGLE C�IP MUST BE USED IN PAIRS. A)SUBSTRATfS:CONCREfE SHALL CONFORM TO AC1307 SPECIFICATIONS.HOLLOW AND GROU7-FILIFD �� '•l/� r � ; Il!= CONCRETE BLOCK UNIT(CMU)SHAII CONFORM 70 ASTM G90.WO00 SHALLBE PRESSURETREATED � -� ' �.� � . I.0� ='A'• si,,rr F . �. FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WfTH AN SG OF 0.65.AIUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF.125' I THICK.STEEL S7UDS TO BE A MINIMUM GRADE 33 AN�.045'TH1CK 18 GAUGE�.STRUCTURAI.STEELTO BE AT 1"X3.125'X.5'MULLION :C7/,��-.,FLO(i��• ,�G\� ( (T VF MULLION) � C : � � LEAST 125"THICKAND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i�S '..... •1 �� ' . . � THE MATERIAL.#10&�t72 ANCHORS INTO WOOD MAY BESTEEL,18-8 S.S.OR410 S.S. ��ii�,��'��i�� A LY�IN�MILLER,P_E. , FL P.E.�58705 �� , TABL�8A �� Mutiton Ca acttY Tebia(tbstft�} 4psningWldth¢wver�caNysPemi�gmJG°ns)orOpaningHalght(furtnrfzonleM•spantin9mi111ons�� j�� t�� tt-- 601q 701n Oaln i0�n 10UN � som ez �e�c,. Tre�ta� asssanswm r�pn+xm. Rccm�nr t��na �:�,wi� naPrran�s, aomere�+� m,rn��o� ��&�� i��, aaa�yer io�a�e fti��ro� Tr�oea ne �, RoctaSgutar 7reptfiia�. Laadn9 Lon3ne lAa6n9 Lue9ng Lmd� Loa�11A Lomfii9 �IA86n0 toadne toadn9 1K4X.115 I.oeGmB l.aaa^8 �.M1 � � �.., � �.. nwm.r�ae � �,. � �' � �,. � �' �' �'.. �' �' € �_ € �',. � �'., �' �'.. `� m Mulllon �� a $ � �p ~ � �� G � �� h �� Z � � �� a� �� ` o � J W ;FM l74.0 624 ftO.Q 438 170.0 741 570.P p0 770.0 66A t7U.0 6U8 170.0 @B2 170.0 618 1T0.0 iN6 170.0 627 1T0.0 1210 170.p 621 170A U0E 176.0 6!1 1/5.B fiB9 170.0 621 17/.8 ti68 774.0 62i ' � c� (�� {t? 481fi 1]0.0 708 110,0 62d 170.0 850 170.0 68{ 77Q0 BBQ. 17QD B?0 570.0 1133 fl6.8 681 170.0 1275 t70A 677 t58.3 1303 i70.0 Cfi66 530.3 1303 1?4A b80 NL7 53U3 l76.0 � BT.T 1361 170.4 'a W o 0 68.@Sl� it0.6 7+i7 I7Q.6 SB3 17itA 88b 1T4,0 Wi 170A 1450 f70.0 g44 A0.9 fiDB 570A T2} 158.1 1235 17DA 7/7 7M.8 1TJ5 710.0 766 777.1 1235 170.0 76B tOP.� 1236 170.0 768 87.8 f7S5 170.0 75N = � J 64N 170.D 747 174U 012 t70.0 � 170.tl 691 170.0 1116 170,0 761 161.4 fi66 i70A EO] 1072 fl68 770A 837 121.6 1168 4T0.0 B68 102.8 N6B f70.0 887 682 1768 tT0.0 Sbt 77.2 ttdb i7D.0 86I ...I 601n 770.0 B65 170.0 761 166.7 f013 170.0 7W U4.8 id12 18t.i 832 525.1 t0i2 tA8.7 815 ttt2 t69Z t38.b 8Df 1�0.6 iU{2 73A.2 10i 83.� 16d2 f25.i 782 75.5 tU42 425.1 792 62.5 70l2 725.1 Z �� 817n 1TDA 83D 570.0 Ti5 tst2 � 18}.9 8fe t?0.4 9B2 144.A 708 tt3.4 992 151.0 '�82 1048 892 121.4 I6A 80,7 892 11�.0 1Sa 78.8 9B2 1i79.4 71S 64.0 BBY tOB.O 744 56.f be2 14B.0 IM � W� � �W § BBIn 169.1 @17 170.0 78B 1]7.8 967 140.0 7D8 i1C.i 817 110.3 76b 1IX1A 6N 717.7 762 81.9 W7 1u&7 738 83.7 9/7 102.2 727 BB.B 84T N3.t 71� b9.t 9iJ 94A 71f SI.7 ai7 �.a ?tt � �g � � � 721n 735.0 648 1A27 73T 1f32 819 121.6 TT2 97,0 Bi8 108�9 108 M.8 B48 88.4 696 T5.8 8i9 88.7 6B8 67.6 849 l2.7 87b 589 8l4 76.5 658 48.6 819 72.6 662 �z.6 819 72A �'1 ¢ � r y� 76irt �it6.8 792 124.7 4G5 48:3 M2 i41.& eS2 025 762 80.0 fi/0 122 782 84.9 BYB er2 7fi2 T42 fi20 87�E 702 G&2 61� I8.1 762 4�.E 602 �i.3 762 69.8 69T 38.1 7d2 69.1 595 � � ¢ N Q � 7Bin tOB.B T2� 111.4 634 89.0 724 9{.8 621 76� 72/ 62.4 b09 6B.! 72� 'rAA 599 SBA tt! 68.1 691 61A 724 83»S A93 <4.5 T2i G7.S 57a 39.2 72� &�.y � �'} � �.6 �� ¢ �, Z ,`� 9Din 89.6 bd3 7f.8 183 d8.0 3{3 fiD.l 474 iH.T 5�3 d2.8 40A 53.8 443 47.5 168 38.6 id3 Y2.8 d52 34.8 3d3 39.6 4S8 29.0 MS 34.9 �36 24.8 31� �2.1 430 21.7 S43 30�7 126 � N� �O aQ S gg6� 5T.5 17a BID.9 127 A7.b i78 l9.1 419 �0.9 �78 43.2 412 55.8 iTe 36.8 �06 J1.8 Qb 51.6 �� 28T �7e 320 3V5 23.9 A78 48.1 � �.5 4TB 25.6 7BU 17.8 476 u.2 578 � r o a x Y X 1081n I0.3 977 it.t 511 7J.6 37/ 31.8 738 2b,8 377 70.0 S30 25.2 371 28.6 325 22{ 377 24.0 321 20.f N7 22.9 3t7 18,6 377 t9.4 310 1+�i 37T i7.1 3bS it5 In 37.1 157 37.8 323 3D.9 55i 3i.6 3t6 26.8 85? 27.6 3t3 232 357 11.� 3� � � �.k � 78.8 357 20.i 307 16.4 757 17.{ 281 U X Q O O 1201n 29.3 3U6 2b.e 279 7A5 708 25.1 274 21.Q 309 21.7 2T0 IlSA 'S08 t8.2 287 18.3 108 17.3 �1 Q..`� Z a� �o}o tH�� tT.o 2t2 t7.� fos pNCH(lRCAPACITYADJUSTMENfFORMULA: �� lY TABIE 68 p�cr�oR caa."�,�" � Q� �' MehorCa aol Tx+ble Ibn �� veyy� Me�ai (pP)X(-----}=�CHOR CAF.„„ BUMllda 27k Corer�e 3.�Canc. Ha�mx qAU MULL4CSN GAP.�.,.� St6'Eleo V4°66 Eko 6/16'Elco itM SS Eko 9103ted Yf28tett tl12 Steg pn¢rycrrypa 31t�Eku Utuewn tM"Eko Uluecan �� 3lts"Eko U�uecon 1/<'Eba UX2e'°" ppgre0etw uiuecan App�Mlata suaw(ct5)6crtw(45� suaw(c5) USE 7HI5 FORMUTATO OBTAIN THE"ANCHOR a AochorCllp PaKems 2-�n• 3-ve• f� z-trr i. z,w2' x" s�va^ r a.ea- o.sa' a.32t' GRPACI7Y REQUIRED"CQftRESPONDSN6T ��o�k �' ��' �. �,µ,a ACTUAL PRESSURE RE4UIREMENT FQR 7HE �myedmp�t�}: 1.31#' t-3fA' i-311' t Y4' 2' 1-t!P 1-tl4' 1-tq' i•11T 1-174' f.111' Y 4318' 1.918' za a„c+w��x.as M�n.o.cr t��t«�am{9 c�a tNa�a}: Too�na roo�s sso ws u o� 5z ws �rua sso ro� ,wn B 7wo ms 3 wn� eao�bs �wn� ta2 roa ;ea5� �fxi� GAPACITY FR M`iNE TABLE)6F THE SELECTfiDN , or sn� AcnasA+w�Swrs�3'ta{n.o/c.t�}�5tvg�es�Fsrff§.5?� �� 78ot� esoWs tbsoibx teaams b�s seoros ruA 7&11bs- 7ee� ..eaoros tes��ar aeaub �sesioe +�i2bros CAPACYTY1WHICHYMAY EUSEDT6QUAlFY BAnchora�9'Min.O.C./RI�S�pba'P'�(�b.� ti7olbs tt70�� 702?'bs 23dDtbs 26461bs a70IDs a40ibs tua � ildOitF tf22ics taxoi� 2s3eitre tDs2ma t3Tltes tse��bs ADDRIONALANCHOROPTIONSFROM7HE PR6DUC'1'IiEVI5E6 4fuwMm�OA�•1+1��.a.C.lU17ip.InioJ2YAhun.{Fb.7k WA tUA WA N/A WA WA WA Wn WA WA WA WA WA B/A 1�30�bs AxCHORCAPACITYTPBLE aswmplyin�ivi�hdmFlWida 2 Anciwrs�2.2Y MN.D.CI FCtip(Fl8.ei 3501bs 350 iW 280 krs 705 bs i7��s WA 286 tbs tUA 315qs WA lA91bs NtA 345 IDs 4421bs 580 @s NuitdinS Code N7A NiA wA 6921W B8516a 172f1@9 --.1 �.000' f"- AccoptanmNo��b'7+ja�Q� 4AncM�e�f.75'MN_O.CJ FSaip 1F9.B): 4801hs 700�s WA WA WA WA 3801ds WA N!A Pxpitetf�a Date 7O'y�,� M1fOTE:FORTHE O�FSET CL�P,U56 THE SAME ANCHOR PATSERN AN6 ANCHOft VAlttE3 AS TNE STAN6ARD C1.4P TABLE NOTES' M��i �D�5=��T�!"i� • ��\ FtGURE S- FlGURE 2: FIGURE� F16URE 4: P1G17EtE& f16URE 9: t}S£E SHEET 1 FOR IHSTRt3CTIONS ON t1SING THE TABtES AND SHEET 25 FOR INFORMATI6N ON LOADING.SEE ``'�`a • , i,�1( f' � � • • • • � � • • • � SHEETS 2�FOR GENERAL INSTALL4710N METHODS J�K`.• GGNSfi F'P % � QC•� 4, 2)LINEAR INT�RPOLATION BETWEEN MULL LENGTFfS AND(OROPENMG Wf6TFtS1S AILOWABLE. ,>(! 4.OW' _::' ,Sv.50705 • ' • • • � * + � � � 3)MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR E7WCT OtMENStONS,SEE SHF£TS 21-23.fiQLES : ry TO @E DR4LLED IN TNE fIE I D F O L I O W I N G D I M E N S IONAI RESTRIC710NS SHOWN ON SHEETS 21-23.FIGURES SHOW `M� /, �-"-r {b, ,��i Gt' t�� FIGURE T S��TED,APPRORIMATE HOLE L6CATIdNS. {u- FIGURE 5: FIGURE 6: � � • $7hlE F �.; � ♦ • • 4)SUB3TRAT£S:CORICRETE 6HAlt CONFORM TO kC1301 SPEG1FtCATtONS.MOLIOW AND�RQUT-FtiA.ED .yg5" �'��` •.J�LOR��:' � f c,G` ..---•" `\r?� CONCRE7E BL O C K U N I T(C M U)S H ALL CANFGRM 70 ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW �`rj`�`�f��f�` � ` � � • • 5pUTHERN PiNE WITH AN St�4F 0.55.ALUtr11NUM SHA1.t-BE 6463-T6 ANt3 BE A MtNkMUbt OF 125'THIGK.S T E E 1 � � � STUD9 70 BE A M�NIMUM GRADE 33 ANO.045"TNICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LF1�S7.S25°79i1CK , 1 �. � D A36.AlL ANGH 4 R S i N T 4 M E T f U S N A L L IXTEND A7 iEAST 3 SGREW TNREADa 6EYOND 7HE b1ATEf21AL#10& ��M U L u O� A I.YNN MILL�R,P.E. ANGLE CLIP(FIGURES 5&6)MUST BE USEd IN P a I R S. A� F L P.E.S 58705 1{12 ANCHORS INTO WOOD MAY BE 9TEE L,1 S•8 S.S.O R a�0 S.S. -- ---- ---- ------- TABLE 7A -- -- °- +�- - -- MulllonCa acityTable IbsB= �� ' OpeningWidth(for�+ertiraly-speMngmuf5ors)orOpeningHe�B�t(forhoAwKely�spanrirgmwloris) WWW � < 601n 80h 701n BOb BDIn 1001n 1201n t10in 1801n ��p O 17c4x.376 Rectang�ler Trep!Itianp. Reclm�u�w hePlTden& RxtanPdv Tru{JTamia. Raelen�da Trepf�danP Reda�pular TmPRden7. Rectane�ar TrqVfden9. RiwlenW!a hw✓�danc. Recton�dar T�lfdav& Rectm�pder iFeM��9. d� ~ on� � LoaMg LoeAnO lnad�p loa�9 Loe�n9 Loeang lnaMO InodmB ��ro �aaans •wee� Lonang LoaA�B LouQnO Loe�O Lo�np LaMB LoaAnB oY u Alum.Tube L� y� � � ��T" � 'bft.. 2, L, .Fa �' Z' 72{� � D L�` F 2� y�ga 't@ b p y8. �.. Mulllon 8 S� � ��' � �� cR �� ' �T O8 �9 �� ` lf �� 3� � i7e 0 �� 8 �� 6 � � �� N $ E � L b. � s s e¢' a�g s� � s s § � v� � � �i �� $� �� p� �� z �� a a� � � s rc s�. ��. rc � �� s �3 s � �� so ��. � � u� {26i 170.0 620 170.0 435 170.Q 7N 170.0 47B 170.0 E66 770.0 608 17U.o 892 170.0 61Y 770.0 1110 17D.0 621 t70.0 1Zl0 170.0 52f 770,0 1408 170.0 621 7T0.0 1739 170.0 621 170.0 1083 170A 6N J J �Bh 170.D 708 170.0 624 170.0 E50 ti0.� fi8{ 170.0 882 770.0 B70 570.0 1173 fi0.o 881 170.0 1276 I70A BT7 170.0 1117 170.0 690 170.0 1T00 f7a0 860 170.0 1883 170.0 BBD 787.E 2021 170A 660 � � SO.B291n 170.0 7{7 170.0 607 170.0 686 170.0 631 170A 1016 170.0 88l 170.0 1195 1711.0 72J 170.0 1345 170.0 747 170.0 7�81 17Q0 766 170.0 1783 170.0 768 158.0 IB19 170.a 75B 136.6 1819 1T0.0 75B � �p � 641n 170.0 787 170.0 612 170.0 958 110.0 881 170.0 1H8 170.D 761 170.0 1276 170,0 603 170.0 1131 i70A 837 170.0 1594 170.0 858 169.8 1789 �10A OBI 137.f 1788 170.0 a81 120.0 1708 1700 88f m O F' � BDIn 170.0 BB5 170.0 701 170,0 1067 170.0 797 770.0 1240 1T0.0 E7E 770.0 1d17 170.0 B44 170.0 1691 170A OG9 155.6 i61B 170.0 iDJJ 129.8 187B 770.0 1063 111.0 161i IT0.0 108� 972 1818 170.0 1087 {-_- m J &71n 570.0 670 17U.0 7�6 170.G 7118 170A 650 170.0 1302 170.0 910 7T0.0 1�eB 170.0 10fi 16&7 1612 170.0 f070 1/1.0 1642 110.0 1122 117.6 1512 18&6 H68 f00] 16/2 16T.0 H67 80.1 16/2 107.9 1107 � � � � 681n 170.0 974 170.0 Tb9 170.0 H68 170.0 9P3 170.0 708{ 17D.0 10D2 180.6 U72 170.0 f088 112.8 1fT2 16E.E 1148 12E.6 1�72 15E.B 1100 107.1 1�72 147.0 1fOB 81.6 1�72 716.0 H61 BO.J 1lT2 146.0 1101 Z �z m e � 721n 170.0 108J 170.0 6I8 17D.0 1Z15 7T0.0 1a09 150A 7030 168.2 HD1 172.0 1720 148A 1082 tp.3 1120 177.0 f068 f05.6 f320 12a.8 1019 88.0 13Z0 117.0 1024 75.4 f320 112.8 1019 BB.O 7J30 1125 tOtZ � a� � �W J 781n 170.0 tIT2 770A 937 148.8 1181 759A 1013 128,2 1184 139.8 B91 112.2 I16{ 126.7 W0 99.7 1101 116.3 864 E9.B 1184 107.8 B52 T�b 1181 97.B 8]5 61.7 11B{ 83.1 B37 56.1 1784 82.3 825 J � �z � T6In tfili.t 112� 170A 'JW 1�8.1 1131 U7.0 9A5 1158 1124 1]BB e{7 103.8 1124 115.8 6!1 F23 1124 105.B 91B DI.O 112{ 865 BO6 892 17Y� 88.0 B00 59.] 112t 84.� BB1 51.8 1124 832 B7E � J � � � Q �1 O BOIn 108.1 BN 11t.e T50 80.1 EIt ei.3 7Y 77.2 811 8Y,1 721 81.6 eN TJ.� 712 60.7 BN 68.5 702 61.0 E14 B1A 893 IS.O 8N 6f2 B7C 38.8 8H 60.0 660 �3.8 B{t lI.7 662 Q � Z N 881n 09.7 712 81.6 6&7 71.2 7�2 77.2 B52 9J.8 T42 87.2 W7 55.7 7!2 69.8 Gt1 IB.6 7�2 6{.1 B22 11.6 7/2 /&B 614 17.1 7�2 4J.B 600 J1.B 712 39.0 690 27.8 7C2 �7.5 581 � �� g0� tOeln 62.6 bee 83A 530 5Y.1 6E6 6S8 521 /4.7 6L8 I8.8 513 �9.1 698 41.� 70.7 N.E 688 �7.7 �98 31.7 6B8 �1.2 192 �e.i 686 78B �BI 22.7 588 26.8 �72 18.6 906 M.7 IW W M � o 111 N 57.8 375 68.8 6D3 1l.0 555 49.6 4B6 11.2 b55 12.9 187 36.0 fi55 7D.0 IBO 720 553 M2 I7J 28.E 333 J1.5 467 24.0 555 27.1 467 1D.8 555 21.3 NB Ifl0 S55 224 M2 � � � � 1201n I5.6 475 �6.{ �33 ]B.0 4T6 19.0 4T8 92G 173 ]]7 �20 28.6 175 29.8 N� 26.5 176 26.8 {09 228 475 21.6 �04 I8.0 476 21.1 795 18J 46 18.7 3E7 1�.7 t15 172 3S� � �( Q O O 1�41n 26A J70 2B.T 305 22.0 330 72.4 SO7 1B.B 73D 18J 207 10.8 ]JO 77.0 28� ¢"� Z ,fD (n TABLE7B ANCHORCAPACITYAWUSTMENTFORMULA: �� O m €�m� S�slnle: 2.7kCororefe �C�skC�ac! Table ba Ho¢owa.+u Fwwu.tu piWooa ��i �pp��x(�CHORCAP.,o,,,,,\_ANCHORCHP.,,, � &�� yia�Eko +n•ssEea vicE�oo vrssE�o mosieei atzsu� sizs�e� �MULLIONCAP.,e,,,,,� AncharClipPatlems A"`^«rype: J/1GEkaUllreaon 1/4'EkoUlhaom �� yie�Ekou�woon »a•EkaU9ixm A�� n�� A�� seraw(o�sarew(cs� s«ew(cs) USETHISFORMULATOOB7AWTHE'ANCHOR Es�e qsmnee(!nk �' 24/r' �' 2-�2' 34�8' �' Z-�rz' 1' 2•72' 2' 3�tttf 2' 0.48` 0.51• 0.3t<' CAPACITY REQUIRED'CORRESPONDING TO AN EmCedmmt pn): t��' 1•3!9' ta�o• �-�r r �-ua• �-�w• �-v4• �-va� �-w• �.va• r tara iare• wnes ACTUAL PRESSURE REQUIREMENT FOR iliE 2Aro1wm�1.75'MIn.O.C./SlanOmfa0f6e1CUp(Fq•182k s�� s 4w�n Buom* �at4�s 2ro� zmias ms ��ome 3741m 6eaios eaetw �tiw ��2in+ 6soita OPENING,WHENITISLOWERTHANTHEMULUON �Nwhom�22YMin.o.0.�staraaN(aortaa)cnp(Flp.�: 7aome 7ooms saoes 191016a eszms wA aeoins wn owiw w� eeoim wA sez[m eAsns 7720roa �ACfTY(FROMTHETABLE)OFTHESELECTED 9Mchom@t.IYMh0.0.ISlenderdlatObellC�DffN�Q: �� 110DI�s fUA 1UA IUA wA 7001Da. WA FUA WA WA WA t38�los 17701M 9210ros MULLION.ITWILLYIELDAMBJIMUM/1NCHOR �AnckwaQ9'hlln.O.C.f(t)nSArybd'q�/(Rp.S�: 78016� )somc seoroc tse0lba �BSB� s101bs 5601bs N!A �780ma 7�e�m BeoIW 1B821b� B82�m eB51ts �lsoms CAPACITYWHICHMAYBEUSEDTOQUALIFY earcron�s'MN.O.C./Gq2c5Atpledps!(Flp B)' 11701bs N7oros tmoms zHoiw se�4w atoa,s aaiva w� �»oiw ��nies 132016n n3eina fon� t32Tms iwow� ADDITIONALANCHOROPTIONSFROMTHE �Amm�a�0.45'Mn.O.C./U1.1�,Nta.125'Alim.(Rp.7): NIA WA N�A WA WA WA WA WA N1A WA WA N�A WA NfA 1170 roe ANCNOR CAPACITY TABLE. 2Anchas�2.2S61h.O.C1FCly(Flp.OI: 35016s �SOIDs 47DIEs 765Ihs 0781bs NIA 2801Ga N/A 315109 IUA aoios WA 34110c I�2Ibn '.+601Ds PRODUCI'REVIS6D dAnolwn�t.i5'MIn.O.G/FIVPlFl0.9Y. <BOIDs 70D68 WP WA WA WP 3601M WA MA WA WA WA BE4IGs B951D5 11201W nscumplyiqgwilhYmFlbrida RuildingCode o218 O NOTE:FOR 7HE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STlWDARD CLIP --j 1.OBY r-- -y 1.000" �+ Ac�cp�e�uc No��O' �21 L'pi1s1' Daie TABLE NOTES: BY FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: �)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION Miam'Dada�roduct ON LOADING.SEE SHEETS 2-4 FOR GENERAL W STALLATION METHODS. ��i I i i i� • • • • • • � � • • � • �� .�4YMM n7/� �� 2JLINEARINTERPOLATIONBEfWEENMULLLENGTHSAND/OROPENINGWIDTHSI3AlLOWABLE. ``��ti'�n�" ENSC"'!�R /% � ��. L�G � � � � • • � � � � 3�MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCJILE FOR EXACT DNAENSIONS,SEE 4.000" _ � ' ��r'= SHEETS 21-23.HOLES TO BE ORILLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIOfJS 4.Oao' _ N�,5670� _ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOIE LOCATIONS. _ � ' - FIGURE 5: FIGURE& FIGURE 7' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '�'��/` ,�fl. � • • • • GROUT-PILLED CONCRETE BLOGN UNIT(CMU)SHALL CONFORM TO ASTM G90.W0�SHALL BE ','�� " .\�`: � � � � � � � PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 'LT •. !-I.OR\O�•'�C��' 6063-T5ANDBEAMINIMLIMOF.125'THICK.STEELSTUDSTOBEAMINIMUMGRADE33AND.045' 375' .375' �i �� •••• •' ��` THICK(18 GAUGE).STRUCiURAL BTEEL TO DE AT LEAST.126'"fHICK AND A38.ALl ANCHORS �[" ,' � �s`SIQ(•J J��-�+� ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL IXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL u10&N72 1'X-0'X.376' � 7'X 4•x.375' p,L4NN�MILL�'A,P.E. ANCHORSINiOWOODMAYBESTEEL,t&BS.S.OR4103.S. 'T'-MULLION MUUJON FLP.E.#58705 , TABiE BA �� Mulllon Ca ecl Table Iba1R�) OpcMng INfdth(fonreAicalty-spemirg mufGore)or OpeMng Nelght tfor haAzordaliy-spanr7ng mullions) �^��ttt 301n 60b 701n BOIn BDIn tODin 1201n 1�DIn t60N �� 1.28"% Reciengutor hep/fdm�g. Recfangulm Tmp�iMnng. Rodengulor VaplTdonO. ReCNngular Troplllfanp Retta�yuiai T2plTrlanO. ftec�engWar TfeplrAenO. Recle�quim hapRdeng. Ractongula �TrepJiltmg. Recle�lar hBP�GienG. � a � LoaMp Loaduro Loadn9 lnamn9 LaaCln9 LwanB Loe6ng Wadn9 Loadng Load g La�6n0 LoadnD Loa3n8 LoednB LoadnO Loa�g Lae�ne Loa�nB oY u 3.188"x � LL .zes��a�m �' �' �' �'� $ �' � �_ � � s � :� ,� € �' �' �',. �' �'„ a � s €_ �' � � �' �' �',. € �'.. TubeMull � � a g� S �� ta'� � �� a � �� g � a� a� ag � a � � �� g N a �a s s� s �G a a� � s 8 3e s � � � a �^ � e aa � a� � �^ � � a a� � �o � a� � �� m €� �� €� �� s & s� �� _� .�� ,�� ' b� �� $ � e �@' a� �� s`� ti � be �� b� � �& u� �N' w 9� � �� a� '� �� '� �� . �� B �� o �,-� � f� d�`a z E f�, g s e s � ��. �rc � � � f � sa s�, �� f � �21n 170.0 620 170.0 135 170.0 7�1 1T0.0 17d 170.0 6BE 170.0 508 170.0 992 17d0 810 170.0 1H8 I70.0 521 170.0 12J0 170.0 521 1700 118s 170.0 611 170.0 17J7 170.0 621 161.8 1787 170.0 621 J� W �181n 170.0 70B 170.0 524 170.0 BW ST0.0 584 170.0 882 17D.0 &10 170,0 I1S3 170.0 88i 170.0 1275 iTOA 677 170.0 1417 170.0 880 16l.B t618 170A 680 1�2.7 1518 170.0 68D 176.1 18/8 770A 800 � _ �E (n SOD1bin 770.0 717 1T0.0 663 170.0 BBB 170.0 831 170.0 10lB 170.0 684 170.0 1185 17U,0 T2] 170.0 7115 170.0 747 187.0 1�BB 170.0 7se 73d2 if88 170.0 758 119.3 U60 1T0.0 768 10/.4 1/68 170.0 T68 W o o � 5{In 1J0.0 787 1T0.0 612 170.0 95B 17Q0 691 770.0 1118 IT0.0 764 170.0 1275 170.0 UYS 163.4 1378 170.0 837 146,8 13)8 170.0 858 1?'L3 1376 170.0 BBt 10�.8 7J78 170.� B61 01.7 1376 170.0 B81 ft1 y o F' M 601n 170.0 885 170.0 701 17Q.0 1063 170,0 791 15e.9 116D i70A B70 159.0 HSB 167.� 870 123.6 H68 766.8 B1G 111.2 N58 15a.0 812 927 fl50 144.8 605 79.4 N58 1M.B 905 68S N58 744.8 BW � W � J 831n 170.0 B30 17D.0 7�5 iB0.1 1�1 170.0 850 1373 1051 155.9 882 1Z0.1 1�i1 1420 84B 108.7 t091 1�.� BJ7 88.1 1051 I?S.7 830 80.1 7051 118.5 821 86.8 1051 NY.1 8Z1 60.0 7051 118.1 @1 = N � � fi01n 1E7.1 857 170.0 708 139.J 857 161.8 6D5 716.4 957 134.0 780 106.� 957 121.6 777 92.8 857 112.E 767 83.8 957 108.6 769 88.6 857 100.0 760 69.7 B57 98.0 718 622 95T BE.B 7/E Z --�g '� � 721n 120.7 B01 1352 89E 107A 804 1162 684 81.8 B04 f01.3 B71 80.1 B04 B1A 680 N.5 B01 9t.I 850 N.4 E6{ 78.8 81] 63.6 801 72.J WS I0.0 801 BB.B 6Z8 40.2 EO{ 69.8 82B � �� 781n 769.1 722 11U 63U 81.2 722 87.2 e1B 782 771 85.3 BOA 68A 722 78.7 580 BO.B 722 7D.8 588 64.7 7?2 85.6 SCO A5.8 722 69.6 6J0 �9.7 T12 68.7 6&S 74.2 722 602 681 � �� Z In `" '� � 781n 101.2 686 105.8 800 84.� 885 BB.B e8B 723 885 78.5 677 63,3 685 70.6 68E 662 B85 64,6 d60 60.8 805 80.1 653 422 BBS 64.3 617 3B2 685 61A 637 31,8 e� 60.7 696 F., N � a W D e01n 63.8 5f5 ae.0 �57 54.8 S16 57.5 149 �7.1 616 50.1 M1 41.2 515 M.7 13! 76.8 515 M.B 12B 3].0 515 37.4 072 27.8 915 75.7 d17 23.5 619 30.8 �07 R0.6 515 1B.1 �0� � )( Z N W 981n 6{.3 153 35.8 {Od 15.3 �59 17.7 197 J8.8 151 41.0 3Bt 37.B 453 SBA 385 30.2 463 33.0 37B 47.2 /St 30A ]71 72,8 4A 16b 76B 79A 45J 21.3 J60 17.0 453 220 958 � �� O� �m o 0 tOBW J8.1 758 39.0 323 11,! �58 328 J1B 27.2 358 28.4 �13 27.8 358 293 308 212 SSB 22.7 701 19.1 368 2D.8 300 16.9 36B 18.0 �7 W �rj 1111n 95.1 33E JS.B 7W 29.1 3J8 30.1 301 Y6.1 338 28.1 287 72.0 73B 27.4 2B3 79.5 3SB 20.8 289 17.8 338 19.1 2E5 a x � � � ? 1TOIn 77.8 Y90 28.J ZBI 23.2 290 27.8 2fi0 19.9 200 Y0.6 Yfi8 17A 7B0 18.Z 253 15.5 290 18A 249 U N Q } � � tadi� 16.1 201 183 108 a=� Z yQ� TABLE 8B AIdCHORCAPACITYAUJUSTMENTFORMULA: .�� m ��mt� AnchorCe ed ioble ba ANCHORCAP.,,�,,,„� - � �+ �8� fi3slrila 2.MCorcffie 35kfalt. HOBONCMU FtlkOCMU PTWmG Mtld (DP�X( )=/iNCFIORCfiP.wo d16'E1C0 Ud'SSEko N1PEka 1fTSSEIto piUSYed U12SIee1 iNZSI�I MULLIONCAP_,,,,� MehorCllpPeltems ��n� ��ounrsm tla•ecouroacon a�ao�ounrsm vrFacouaracon �� g��, unra�on A,�greoamr unracm AW�g4 5cren scre�r(o� (o� USE THIS FORMUTA TO OBTAW C Eapepslarce(InF 7• 2117' t' 2-1/2 3118` . 1' 2-112 r 2-v7 2' 31l8' t 0.48• 06T o3zC CAPACITYREQUIRED"CORRESPONDINGTOAN emhNneil n 731a' 1�4' �ai4• 73IC 7 t-v4• f•ll4' 7d14' t-9B t-v�' t�vM 2 13'e• 73'6' taies ACTUALPRESSUREREQUIREMENTFORTHE zaicmrs��.7snuno.c.is�aroaarco�etc�p�rtgtX saows ssoioe asows a9o� ts44ms z�oms 2eous 3sams �aaim 3iaros 56aim easms �ims 44z�s sco� OPENING,WHENITISLOWERTHANTHEMULLION aArcnm�l.lsn+ho.c.�eia�mw(aorceqc�p�g� neoms 7ooma NiA �Ua NIA N/A 3soms wA wn Nin rua w� ea2ms ea5mn tianue CAPACI7Y(FROMTHETABLE)OFTHESELECiED dArcM15�9'MIn.O.C./(Q215Afq13C1�51(Rq3X 78oms �m¢s �oios tSBoms i�sms saows 6tow; Nrn 76o�m �aems BBDIts teffi0s se2ms 885� nanlm MULLION.ITWILLYIELDAMINIMUMANCHOR 4ARfORQ0.45'Mln.0.0./UCtly,IIII0.129'AIURI.(Flgdj NIA WA N/A WA H!A N/A WA N!A WA N!A WA WA NfA WA 1�3oWs CAPACIIYWHICHMAVBEUSEDTOQUAIIFY fAncOor/FCtlp(RgSj �asws taetm nsms 4aeros ea� iasms �ao�w iiiits s7oi� ts�ms aa2ws �730s tioms a2tms aenea ADOITIONALANGHOROPTIONSFROMTHE 2Nut1DR�i.ifi'MInO.CJF�Ap(Flg6j 2701cs 35D0s 1UA WA NU N!A 7804s N!A WA N/A WA WA 311l09 492ns 360�s ANCHORCAPACITYTABLE pRO�UCT1tEVISED NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS iHE STANDARD CLIP. as camplying with tho PIo[i8� uuildingCode��„6r�ia.03 FIGUREI: FIGURE2: ~��250•� 8x�ia�fm6atc TABLE NOTE3: �1-�Z� � � � � • � 1)SEESHEETIFORINSTRUCTIONSONUSINOTHETABIESANDSHEET26FORINFORMA710N D7 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION ME7HO�S. Mis�ni da Produc! �1{Ilfll/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDlOR OPENING WIDTHS IS ALLOWABLE. \`��y�(L N�y��i�' FIGURE3: � 4� GENS� ' ` � 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAIE.FOR EXACT DIMENSIONS,SEE 3'�� • �'� �'� � ANGLE SHEETS 27-23.HOLES TO BE DRILLEO IN THE FIELD FOLIOWING DIMENSIOtJAL RESTRICTIONS � e� CLIP MUST � ��' " - � � � • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMA7E HOLE LOCATIONS. 265„ _ No.537G5 - IN PAIRS. q�SUBS7RATES:CONCRE7E SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND � -,h.,� (� ry I/ . n-- GROUT-FlLIED CONCRETE BLOCK UNIT(CMU)SHALL WNFORM TO ASTM G90.WOOD SHALL -� � 1 0 "p•j��` F I GURE 4: FIGURE 5: PIOURE 6: B E p R E S S U R E-T R E A T E D Y E L L O W S O U T H E R N P I N E W I T H A N S G O F 0.5 5.A L U M l N U M S H A LL 8E � %�� Sr�lL"0� . �/, � • 6063-T5 AND BE A MINIMUM OF.12S THICK STEEL STUOS TO 86 A MINIMUM GRAOE 33 AfdD ' ^ ��.!'C ORIO�"•'��•: .046°THICK 19 GAUGE.STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A3G.AlL 1.25'X3.18B'X 265"MULLION %�`vi . `\\`� � � � ANCFIDRS INTO METAI.SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (�-��4"VF MULLION) �� S/��F,'`F``�� #10 8 p12 ANCHORS INTO WO00 MAY BE STEEL,1&8 S.S.OR 410 5.8 A.LYNN Ti11LL�K,P.E. • FL P.E.0 58705 -- -- - -- - - - - - - -- -_ - ----- - - -- -� - - TABLE 9A �� MuilionC� uoNyT�blo(Ibelft�l �.�'�� OpeNnp Width(forveNeelly-epamdnp mu�om)orOponing Hafph!(for harizanta@yepamUg m�iorm) �x� ¢ WN 601n 7ah Boln Poin 1DOIn t20b t�oln iB01a �'� � 116 X J2fi �1�� TnpRda�p Rmfenpdar TrayTAarip. Rxtm�gufar Tnp��bng. RalenptNer Trep7Mvp. WGaip.Oer TnpllMseg Rmw�pu�er 71�{Jlltc p RBclanpWer inpfAa�p. ReNanpubr Tadfrlmg Rec��nPlet T�epRrlmg. lnsrtnA Loadni �oaNp LoadnO La�EYiO Lw6n0 Loadn9 loeGiq LoaSn9 Laa6n0 lnMb7 �oedq Wd�Y Lmdn7 InaEM Le�in9 loadM Lna6n0 �Y�� V Alum'7ubo du,'� �np �app. �ag$ �,gt., y�g � � ��' � �F -pg¢ � �. �, � �^ � �^p Mlilllon � �� d� � �B � 6H � �g CS �� tlg � �� 0� O � tl �^ � �^ � � � � E N �� `� �� m�� Z H�� R h f70.0 620 170.0 L15 170.0 71E 17Q0 �TB 170.0 B86 110.0 308 770.D BH2 170.0 510 170A 7118 170.0 521 7513 111! 1T0.0 621 127.7 1178 170.0 631 IOAb 1110 170.0 371 YS.E 1I78 170.0 621 0 � �84� 17U0 70B 1T0.0 4� 170.0 B50 1/60 581 187.8 87! 770.0 670 N&7 BIO 170.0 86I 130A 078 90.0 87i 717.� WB f70.0 680 97b 9IB 170.0 680 83.8 BIB 17U.0 BGO 787 87E /10.D OBO J = 60.6461n 1T0.0 7�7 170.0 G83 f7�.0 896 1�LL0 B71 1507 B2i 170.0 861 1319 B27 160.6 iW 1f72.Ot7 769.7 69D f055 9]7 168.� 698 87.9 BY7 166.3 695 75.1 827 156.7 B95 65.8 721 16&J 693 = fn � Q-'� 6/1n 1T0.0 7B7 170.0 812 161.6 B6B 1700 6Bi 172.6 B69 163.8 887 715.8 B88 141.0 869 10.1.0 B69 1J1.0 GW 02.7 B69 /20.8 661 17.] 889 1PBB 652 682 Atl 128.H &52 67.9 BBB 17B.B &52 W O� � O F" 604� 14J.Y 718 1678 63/ 110.� 7/8 139.� 8Y0 70f.] 718 f17.fi BOS 89.5 7�B 707.0 699 78.8 740 101.0 682 71A 740 80.8 SB7 69.7 Ni Y7.] 683 51.2 7�0 fl3.J 561 14.8 748 B1J 6B3 � � � � � &]In 123.7 B77 1]2.0 570 f011 817 117.7 566 89.< B77 t00A 653 719 WT 91.4 618 88] 877 83.2 378 81.8 077 81.0 6N 61.6 071 77.0 6R0 //.Y 87! 78.7 549 Jfl7 877 78.1 528 F J W "'i S 681n 1Q/.e 617 111.1 WO E9.7 B77 W.8 619 78.0 B17 8d3 50B 87.7 B17 78.J 600 599 817 72.6 �e� 63.8 817 6E.7 �!9 /40 O17 0/./ dE7 38A 81T 87.T 482 738 E17 �.i �07 � d � 72h1 Bt.B 518 87.1 I50 BB.1 bIB 742 it0 �.2 67B B62 �72 fi1.8 fi1B 6H.B aT5 �8.1 b1B 61.Y �f9 1fA 618 CO.7 <f0 ]L6 61! �S.B �08 RB.O S7B 15.0 �O6 26.B S7B �40 A05 Z �� f° � 2 T0N 70.6 <65 737 �OB 3b-7 �b5 87.8 7% 6U.] �b3 b�.0 J80 �4.1 A85 �9.1 3B� �82 /65 15.3 378 J52 �65 47.R 3T� Y8.{ �BS J9.D �E7 ts.2 !85 98.6 381 24.0 186 3B2 �&1 � � J� J � � 8 a�Z 7BN fl54 411 BB.O 387 51.3 M1 57.7 ]78 IBA Nt. 60.0 J72 �0.8 ��t 45.� 388 3B.Y 4H �1.8 380 34.8 44I 38.7 35B 27.2 /�1 %.B 3/9 2J.] Ml 31.I 9C8 20.1 Uf 9P.7 716 Q � � � BOIn �2.d 3A7 �].B 485 JS.d 332 37.0 2� ]0.9 7�1 72J 2M 2B6 3�2 YB.B 280 tJ.e 792 IIB.7 478 P1.2 73P ?A.I 412 17.7 132 21.] 288 162 l"Q 19.8 2B2 Ili 3!2 18.7 R00 F � � � � Q � O BBM 35.D 4B1 35.8 180 48.1 YG1 30.3 258 15.0 181 28.� 264 21.9 2BI 79.b 2/B 1BA 401 21.7 7N 17.6 28I 19b 2�1 Il0 1B1 t7.t Y38 tY.S 2BI 15.8 2SY • N f00h Y�.B 2]0 2�.1 100 R0.5 ]30 21.1 TDS 17.6 770 iC.J 201 iQ4 t70 10.2 180 a x Z � � 111 In Z29 R16 YJ.1 tB7 1&8 418 1l.� iB1 182 41E 1GB 181 1/.1 219 t<.8 180 � N� �o�� N M 120N 17.8 1E7 10Y 170 1l0 iW 15.3 167 � X V N ¢ O O � Z TABLE9B ANCHORCAPACITYADJUSTEAENTFORMULA: �� a�� AnchorCa aelryTablo e ANCHORCAP.,,a,,,� � � siMtra�e 2.iKCapRte 3.SkCaw. ��+�U FdIa1CIAU PTWaA Melal (DP�)X( >=ANCFiORCAP.,w 5/1PEIw 116'SSE�o S1EEkro 1Po'SSEItO N10SIeel N1251ee1 f125Ie01 MULLIONCAP.,,o„"" AnchorCllpPatt¢ma ��ryw' y�8•�wUlwean 1/4'600Ulwom 3ne'E�eoUtl�ewn 1q'EleoUlineon W�� AppreOntor Umxm ApRcOalm sare.v(G5)serew(G57 3uew(0.5J USETHISFORMULATOOBTAINTHE'ANCHOR Eryia pwmue pn} r 2-vT r z-ur 3i�e• r z-irr r z�vr r aire• r aae• o.sa• oaa1� CAPACfTY RE�UIRED'CORRESPONDING TO AN EmEetlmmlM tarr bY4' ta�a• taH' Y 7-1w• f-u4• tata• t-7M• 1-v�' 1-714' T 7aia• taie• �les ACTUALPRESSUREREQUIREMFIJTFOR7FiE 2nnrnom��.75•mm.O.c.iste�raaorx�caplFq.i�: 3oow� aoo� I�+m aao� i&�ws 270ros 2eo�os as�ios 7�Oies s�4io� aatbs aeiro a�1m� ��2ien seams OPENING,WHENRISLOWERTHANTHEMULLION �Anohon�1.16'Mh.O.G f StenQam(a 019ep CJp(Fq.24 �� 7001bs N/A WA NU tUA 5B0 m� WA NIA WA WA WA BB21bf 8851M 1150�s CAPACITY(FROM 71'IE TABLE)OF THE SEIECTEO aMenom�a�wn.o.c.i�a�acsaq�aa�ps��rip.a): �eoim �oorus eoow. �ssow� -+eueroe S�oro� 550� wn Teoita �nei�s eaoms �esxim eazros aesim i�zoros MULLtON.ITWILLYIEIDAMINiMUMlwCHOR 3 Amhas�0.50'Min O.C./UClip,Inlo.100'ANn.(�P�): WA WA WA WA NIA ' WA N1A tUA NIA tUA WA WA WA WA B50� CAPACIN WHICH MAY BE USED TO QUALIFY tarcn«rFr��c(Flo.S� tesros �e5m. zzsios uew� auim »sme +4om. mix 3�oias taima 3�zim aalDs nolbe n�ios seoms ADOITIONAIANCHOROP710N8FROMTHE 2Anclm f.15'M'n.O.C/FGq(Rp.0): 240Pos 750Ds H/A WA IUA WA 1BOIDs WA NIA WA WA WA 711M 4121m SBDba ANCHORCAPACITYTABLE pqfyDUCfREVISED ac tamplying wilh Iha PlUfidt uuild'u,gcodo 16'C�-1b.0� FIGURE7: FIGURE2: �•250� A�ttM�� 0�� TABLE NOTES: 'Wcpimtion Date � � � . • • 1)SEESHEETIFORINSTRUCTIONSONUSMGTHETABLESANDSHEET25FORINFORMATION M� ��a� ON LO�DING.SEE SHEETS 2-4 FOR GENERAL INSTALIATION METH00.S. II11 2)LINEAR INTERPOLATION�ETWEEN MULL LENGTHS AfJDlOR OPENING 1MDTHS IS hLLOWABLE. \\��oa.� 1.Y�N/,��i��/ FIGURE3: 3250' : ��, ' CrNS •.Fn �i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO 9CAI.E.FOR E%ACT DIMENSIONS,SEE . \� F CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAI RESTRICTIONS = �� '• ic _ � � � � BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMAIE HOLE LOCATIONS. ;`r• � No.G970� IN PAIRS. q�SUBSTRATES:CONCRETE SHAIL CONFORM TO ACI 301 SPECIFICATlONS.HOLLOW AND . � � ioa. /, , r.r� FIGURE 4: FIGURE& FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT�CMU)SHALL CONFORM TO ASTM G90.WOOD SNAIL %'0�' ��W 'L)` BE PRESSURE-TREATED YELIOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -7- �'AJ'. g q;:C S' ,:�� • �063-TS AND BE A MINIMUM OF.100'THICK.S7EEL STl10S TO 0E A MINIMUM GRADE 33 AND 1 : ,f+'• FLpn�pN.•'��:�� .045'THICK(1BGAUGE).STRUCTURALSTEELTOBEATLFAST,125'THICKANDA3G.AL1- �25'X3.Z5'X.100' ��CS�+ � '� � `�� ANCHORS INTO METAL SHALL EXTENO AT LEAST 3 SCREW THREADS BEYOND THE MATERIA�. MULLION ��Un'��'`�`' /i10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR410 5.5. A LYNN'MILLp�2,P.E. � FL P.E.#58705 • 7ABLE 10A °�� MuAlon Cspidty Te6lo p6aAt°) F5 OpaninplMdth{iorvedies6y-speminpmdipnsjorflpallopitalgM{foriw�arlafyspan�egm�iGa�} �#�' a Spin 60In i0N YDin 90n 100in 120N 1�Oh 169h ffi O Mct Wv Tr � IZ5lC32$ '"� �riuq Reda�Wo� T�DRri�ng. qena�yu4u Tr�pf6artp Reclargul� i pT4��r9. A�c�er�gu6r Tnplf�(ong. R�NrgWx� 7np?Mg. Pectmpulai Trep'fna(p. R�tunpder Tra{✓Thaie. Rec�engJn TreylFiong. 0 4 � loa3mq taWe�g te�dmg loa6ng tv,d'c,p Loed"e� tnadrp Loa6ng tnading La�6ag toMhg tadig toaJnn toade�g ta�d'r,p taa&ap lo�dn8 La+1v9 sx � X.624 LL £ uh & F F £ - Alum.T e .� �p a � �� ...�, � � �9 �B � �,.. .� .�� 5 �� 8 �_ � �.. �T.. •` �.. ` � W �e •� c .� �^. bunion a �a $ �s � a� e aQ � $� a e� � �€ � � e �� s� e �� a e�. � �� es � a€ $ s2 � �� 3 �o N <a tJ li U ta U U U (� U U U U 1=o G� U v U � U U V v U.� U t>v 4 U v U i+� (A }- �� k.$ � k. � �. � � og �, -.S � ! �" $ E ! ^e (f) N�'� (1] s �� a �`� �� `� � �� .�� .�� s ,s� � a�' �s �� a ,�'� �a- .z� �� ,�� '� g� ,�'� �s� �'� _� � �a �� e. da $� �a � �a x �Frc s'�. �o! f� �� s �d f �d �� X� f� 8� � �c� aa 8n� a� n�d �� f� ��. �o� sm. f3 � rii 121n t70.0 670 170.0 l3S 17�A 7!4 171.0 179 1i0.0 980 170.0 506 1700 99� 170.0 619 tlo.� iti6 170.0 6Y1 170.0 17Ao 170.0 6]t fTQO tleB 170.0 521 110.0 1135 1700 521 1T0.0 1967 1T0.� 521 J W ietn 276A 709 1TO.0 628 l706 &59 SJaA S84 5760 972 17GA W4 ft0.4 tS33 t7G.9 667 A09 t275 176.� 677 i7GA tttl t79D 5W 17Q0 f790 tIBA Seb 164.7 7979 1T00 680 'I4E.6 1978 170A 6E0 � N 30826N 116.0 T{7 IT0.0 36) tT0.0 848 17d.0 691 170.0 tAi6 770.0 684 1T0.0 1195 iTOA 723 tiP.O i3t5 ilP.O T17 17D.0 it% i70A 7db t70A tT93 t70A 7d6 l5R.3 1677 1T0� 765 i33.3 i877 110A 7d6 � �o Slln tT0.0 797 rte.o 613 1T0.0 958 170.0 691 170.0 1115 7T0.1 76� 170.0 1P75 170.0 B63 17a� i176 170.0 837 90.0 7594 t70A 856 156A V59 170.0 861 13�d 1T69 170.0 661 N7.3 7759 170.D 861 � p O 6Uin t7Q.4 885 i79.9 tat 17UA 5U63 t79_4 797 f79A t240 170.4 878 170.0 !N7 57oA &S 16t.t 15/1 1JII.0 4s6 115.0 151f 170A 1W3 720.8 1511 1T0.0 tOb7 10Y6 1511 1700 1t67 80.6 7517 170.0 10fi1 � U (O J 63in 1I00 47U 176.i 7d5 iTDA 111d 176.0 860 7TO.0 tI92 iTP.O %0 i5fle t]T� 170.0 1015 134.2 t37o tID.B SU76 52d.3 A78 16i.0 S�2 tOiA 13T0 id5.9 i�7? 69b t370 1'SS3 SQtt 70.3 137p t55.3 5070 S� lI5 � � 661n f10.0 97/ 1)n.0 7B9 17a0 1169 17u.o 9DJ 155fi 1218 170.0 1D02 tlfi2 17AB 15Eb 1017 121.1 1218 1C7,1 foa0 108,9 77AB 174.0 999 90.8 12ee 1J04 9lB 77.8 1218 179.0 976 6A.1 12/B 1t9.o 976 Z (,�QZ �` � � T1in YG7A 1619 t1D.0 678 f38.9 f019 160.1 892 119.9 1W9 172.f 81S iW.9 iW4 119.1 960 932 iDl9 tOB] 61! 87.9 1W9 fo2.7 e3B 69.p 1019 91.7 B25 59.9 1W9 91.t B20 52A 1U19 91.1 B20 � �€8' � �� 76ia N27 9tt tds.3 ea2 li6.9 91f 5768 805 i6t.8 &it 151.2 T�i 892 !di 1G6.Q ttT T83 4it 91.7 7d5 75.4 9{1 b55 T57 iR5 48/ 775. 7+F1 61A 811 ?4A 737 �;.6 9d! t�.3 7J6 � �}� (S yZ � Iein 1320 B9/ 131.8 7B3 i1Q0 09/ t18.9 787 l4.3 094 102A 7b3 !26 tW 91.D 7d0 t13 R91 81.1 730 66.0 891 7B] R7 65.0 B94 70.7 T07 {7.1 89� 6I,0 705 41J 89d 66.1 d9t Q �. `" d' ti 901n 8S9 611 88.7 6% 71.6 671 T/.7 585 61A 6T1 fi5.� 5/5 517 G7f 58.2 6S5 17] 671 679 558 43.p 671 dBA S1 35.9 671 47.1 639 30.7 871 SB.7 571 26.9 671 3).9 626 z � Q Ol p BGIn 76.9 i90 Tt6 327 59a 54d 61.i 6SB d4.b i44 53A SR9 6ta fi9D 47.b 302 343 546 41C �4i 3i.A i90 34S t68 24.5 599 34.T 177 T5.3 � lfb 45! 22t 594 7J.8 46+ � }{�Z � p 108in a9.7 466 bC.B 421 /1A 166 47B 614 35.6 166 37.1 d09 31.1 466 3t.9 .102 21.6 466 49.7 396 7A.8 �66 E7•1 391 20.T de8 733 3B2 ti.t 165 21R 373 t5.5 �66 t9.6 i70 y2 ��br � N+b o 1111n 45.8 �tl 46.T �00 382 141 79.3 399 327 U1 3d.1 3A7 29.fi 4N 302 �tl2 26A 411 772 3T6 Ti.9 111 Rd.B 972 19.1 ��1 21.5 767 18.� M1 18.3 756 14.7 M7 17.8 J51 1,� X � Y t?Jin I43 ]IB M.9 348 3Q2 �T8 9t.4 339 25.9 879 26.8 }3i ?2J 378 73.7 329 29.1 7!B 113 �25 14.1 3te 14.5 I21 t5.7 3t9 t6.7 31f a N � } � 1d0 in 25.0 762 2/2 21Y 17.6 262 A.e 239 ti.0 262 15.3 236 '� a.�' z � o TABLE 14B At1CHORCAPAGtTYADJUS7MENTFORMUTA: �� tlC�� An¢horCapadtyTiWepba) fffAA7CHORCAR.,,a,,,� � o ��' SlRblrale 2.7kfA�cmte 3.6kCarc. HtlqwCMU FIIIeUCMU PTWaaq Md� (pP,,,)X{ `)=ANCHpRCAP.,�, 6HCEIm V4'63E1Ca fif16Ek0 1f4SSEItO M106teN M12Slcel N12StEi1 �MULLIONCAP.,,,,.,,,, MehorCOpP�ttem� ''"`^Pr�,e y�cdcoumam vcocaurtracon 311�EIcoUAfacm va�ekounmcon � � i� USETHISFORMULATOOBTAINTHE'ANCHOR Uiuecon A�e[3altu Ulltacm A�reG�a Screw G6)ScreM G� sttar a E otxa�ce��g t' z-vr T z-v2 s�ae' T 2v2 t' 2-U7 2 �u8'. 2 0.48' O.:.s' b.��' GAPACVTYREQU{RED"CflRRESPt}NDINGTOPSJ Emeconmt n tar4� f�rr tara• tarr z t•va• 1•vq• y-va• t-vc t-itr t-vd• 2 tara' t�a va�es ACTUALPHESSUREREQUtREMENTF4RTtiE 2AncIn�4�/.79MIrtO.C.151aMmfafOKelC1{f(flplk �� z7oro.+ aeoma a5.�ue ��o�us nams ssavs sfe� 3r��as aai� 55o�s OPENING,WHENITISLOWERTHAN7HEMULLION 4A1YM[9@'tt.t5'Mtrt4.C.IS1aiUaN(a0f6e1)Up(flg2} aeartn �oows xia wa NIA wn aaoms Hin xw r+�a wn wa cazia+ sesms ++2oWs CAPACITY(FROMTHE7A0LE�OFTHESELECTED aa�hws@sMm.o.c.t�rja�saro��%ft�ba7 7aows 7mms srotos �5m� twsfos xoms :,�v� x,x 7sotrs rasms e�tx tsazms ss2�s eai�ns tt20ms MULLtON.lTWIL�Y3ELDAMlNIMUMANCNOR 3Arcros�QSt�Mtn.O.C./U�Cip.Nto.iDPNum.(t7qaT NiA �'A Hu� WA NtA H�A WA Nt4 N1A Nnt NtA WA'"� Nul x7h �� CAPACC1l'WHIGHMAYBEUSEDTOOUAIIFY ��rcror�Fcap�7asZ �esma +osau m�s aasws anwa iasins tanta +nws 3rous �e�ms auta nsBs nams :rnic� 7&oua ADDITIONALANCHOROPTIONSFROM7HE 2Anetqrs�7.7.,^MInO.CJFL (Rp6y 7dOPas 9�6is H!A WA N1A NfA 194Ra N4i WA H/A WA WA 3S1M5 4d2Ab OKUIic ANCHORCnPACITYiABLE, eRO�UCT��SEU �u wmplyine wiih Wc Flacida k;�aainscoa� l�.ta2.1$.b FIGURE1: FIGURE2: �,�p" Rx imlionAwc �`j� TABLE NO7ES: � � � � � . . 1}S£E SHEET S FOR lNSTRU{:CEONS ON llSSN6 TME SABLES ANO StiEET25 FOR INFORNY+TtON Mf "y}pde Ptoduet ON IQADING SEB SHEETS 2-4 FOR OENERAL AISTALLATtON METHOpS. �}t��tl! 2)LINEAR INTERPOIATION BETWEEN MULL LENGTHS AN�IOR OPENINO WIDTNS IS ALLOWABLE. �� \��„ „%�7/( ��i, Fi6URE3: `��'� �tGGNS�r. C�n r �G�� 3}MUIUON AND MULl.tON CLSPS SHOWN ARE NOT TO SGACE.FOR EXAACT DIMENSSON3,SEE 3350' J x CLIP MUST S H E E T S 2 1-2 3.H Q L E S T O B E D R I L L E D I N T H E F I E L D F OLL O W INO DIMENSIONAL RESTRICTi0N5 _ � � � � BE U3ED SHOWN ON SHEETS 21-23.FIOURES SHOW SUGGESTED,ApPROXIMATE HOLE LOCATIONS. �10.5ki�l�� _ IH PAIRS. d}SUBSTRATES:CONGRETE SHALL COtdFORM TO AGt 3QS SPEqFlCAT10NS.HOLLQW AND •�' �� FIGURE 4: FIGURE 5: FI6URE 6: GROU7•FILLED GONCRETE 9LOCK UNIT(CMU)SHAIL CONFORM TO ASTM G90.WOODSHALL gyq. .�'�u � � ; �'�1" BE PPESSURE-TREATED YEILOW SOUTHERN PINE WITH AN SG OF Q.88.ALUMWUM SHALI BE _1 ;�U�,, �HT`�� :',`s:� � + 8D63-T5AND8EAMINlMUM OFJDO'THICK.STEELSTUDSTOBEAMINIMUMGRADE33ANp � n CUR1 . �C�,^ • � � .045 TtiIGK{18 GAUflE).S7RUGTUFtA�STEEI TO 8E AT IFAST.i25 TNiC�c twD A3E.ktL i<<.ni c 't t t t�� ANC1iORS MTO METAL SHAIL EXTEND AT LEAST 3 SCREW 7HftEADS BEYOND THE MATEi2iAl. 1.25'X a25"X.6?A' f�f�J�I�t/l•. � #10&#12 ANCHORS INTO WOOO MAY BESTEEL,18-8 S.S.OR 41�S.S. MULLION n.�fNru�nnitt�a,P.E. • FL P.E.#58705 i I TABLE 11A ---- - ------ - -- 0� -o � - - MulllonCepadtyTnblepbdR'J ��:7� F OpeNnp1Mdih(forveAlealyspaMngm�lo`s)orOpenlnyHdpht(WrhorizarieAysDen�tlngmd4o�) ��V' Q 50 n 60 io 70 in BU in 90In 100 w 120 n 740 in 160 in � p 7Z6%J94 RxlengWar heplfll�ig. Rrtl.ogAa TnpRria�g. R�cteepdu TmpRriwg. R�elmgilcr Tnplfdug Radanpda� T�eDR�9 R�cl&gular i2pTria�g. Renmgulu Trep7M1mp. RedmgWai TnpRriana. Reeing�u T��pR�ivy. �� x.e74 Loa&ne lnall8 tmdne lnadno LouEirO Lo�Mp LoaS�n9 Loedig Lo.6o¢ Los6np Loed�e Loadig tnodMp Loa&np Loeaiq Ln6n9 Loadna LoaCNg g.y g � Alum.Tu6e e E_. � §' � � � �' € L �s •§'_ �' €.. € •s.. § � % k'.. � �.. ��' �£,. �' �'.. �£ �',. s .� � a .€ �� .� .H� � Mulllon � s� a o� E E� a �� e� $ as : �� :e � Q� � ��. � �g o ��, a o� e a� � �� a �� r a�. e ��. N u' i� o o ua c'+ S9 3 u.. u u'� u u c+ u' G o',. � o u o9 u' u 39 ci � (� L'� g� .�, L� '� g° � �•� e`� as .� ��, 6� s�� m� � '� ^� �� `° ,�� r'� s'� �� 5� �g �'� �� 3'� �•� �'� E� cn �'�� w � 'g e 5 � �. _ 5 � d 5� � 'b � 5 a- f�. .�02 �� a a�� F& �€ �� f� �€ �& � �& f �� f2 �d �' �z �@. �n� � Fd s� �� a� �R ��. �� Eg 5� so �� 0 W 121n 1T0.0 610 11�.0 435 170A 74/ 1)0.0 a78 170D 868 t70A 506 170A 992 170.0 649 170.0 1N6 17Q0 62f 170.0 12�9 f70.0 52f ti0.0 1<BB 170.0 521 1iQ0 1175 170.0 521 170.0 7983 170.0 6P1 J ABIn 17U.0 70B 710.0 524 170.0 850 IJUA 5& 1T0.0 942 170.0 67D 17oA H33 17C.0 661 170.0 7176 170.0 6n 1/0.0 1l11 17o.D 6PA 170.0 1700 170.0 WO flo.0 1983 110.0 6Ya 90.0 2267 170A 680 � � 60b�in 1T0.0 7!I tiDA 55] 1700 896 170.0 G71 110.0 701fi 170.0 68/ 1i0A 1195 1T1.0 T?7 1i0.0 19/5 170.0 1�7 1T0.0 1/91 iT00 T66 710.0 1193 170.0 756 1TU,0 2D92 170.0 756 170.0 2791 110.0 75fi � a� 611n 1T0.0 797 170.0 i74 170D 9S6 170.0 i91 170.0 1116 170.0 76G 170.0 1T76 170.0 BCl 770.0 117/ 1700 BJT 1T0.0 1591 1T0.0 B56 11Q0 1913 170.0 Bi1 17G.0 7731 /700 861 160.7 2103 110.0 861 m p O 601n 170.0 085 170.0 701 170L 1�67 170.0 791 170.0 17/0 17E.0 B7B 170.0 1177 170.0 841 110.0 159� 170.0 998 1I0.0 11T1 170.0 1073 770.0 218 170.0 I063 1/B.3 2163 170.0 f063 1P9.8 4I6] 1T0.0 106i F � f0 J 63in 170.0 9l0 1T0.0 T45 170.0 1116 170.a O50 170.0 130� 170.a Bd0 110.0 1�88 1T0.0 7015 1}40 tiT3 1I0.1 1016 110.0 1859 170.0 1122 1569 20fi0 170.0 f169 1115 4D6u 1TOA 1171 117.7 T060 170.0 f171 � a � � 661n 170.0 9i< 170A TB9 170P ilfi9 IT0.0 9IXi 1/0.0 136/ 170.� 16D2 170.0 1558 170.0 1036 110.0 175] 170.0 H55 170.0 1918 170� 1210 1l30 1965 710.0 1Z/6 iY2fi 1966 1TOD 1ZE8 t0T.2 1968 17D.0 17% Z (q z p � c ° 72in 170A 7067 f70.0 Bid ilOD 1215 170.0 1U09 110.0 1/8B )7u.0 ll26 110.0 f700 170.0 1278 154.1 173/ 170.0 1316 13l.7 f73! 1698 1386 H56 1131 155.9 1361 99.1 1731 150A 1352 80.7 1731 1501 7J52 � J� � � J � T61n 170.0 1171 170.0 937 1T00 1316 170.0 1080 168.6 1556 1T0.0 1209 tITA 1555 1652 1295 131.1 1556 161 5 12G5 117_9 1556 1�13 1Tb1 BB7 1556 7T8.3 1129 BIZ 1556 1113 1217 73.7 1556 1272 1216 7 3 J �o rcZ S 7BIn 170.0 ttbl 170.0 96I 1T0.0 1301 170.0 1116 155.9 I/71 1693 1276 136A 1477 152.0 771d 1i1.2 t4T7 1D.1 1206 109.1 7417 179.5 1191 BQ9 N77 116.9 1169 77.9 N77 110.8 1/5B 6B.Y L77 1C9.3 7151 Q � � V 901n 1120 1110 116.5 9B8 118.4 1110 127.9 96B tA1.6 111� 107.9 951 !BB 1110 %.7 976 78.9 1710 B7.5 OYt 7L0 1110 BO.i B10 542 1110 71.J 891 50.7 1110 65.6 87B 1/.1 1110 62] 970 z � Q N `p 961n 117.0 975 IN.7 072 9Tb 9T5 101.5 BSG 07.6 9T5 BB.7 612 7J2 B76 78.5 B29 6S0 975 71.2 B17 b85 975 65./ EOI IB.B 9T6 57A TB9 /1.E 9T5 62.7 TI6 J6G 476 193 ]61 � )(gZ pp 0 10tin 822 771 BI.0 696 6B5 711 70.7 6B5 68.7 711 61.] Bid S1A 771 51.3 661 /67 771 48.0 665 C1.1 T71 Y.9 6f1 17.3 iit 3B.B W7 Y9.� 771 35.0 fi21 26.7 771 32.4 612 � �� 00�u� 111 in T5.7 T70 71.3 661 fi3.1 730 65.0 650 66.1 73D 56.] 610 GT.] 730 /9.9 671 A21 73U I5.0 67! 37.8 730 41.1 61d 31.6 770 355 fi00 27.0 730 319 5H9 27.7 730 195 601 W M 1201n 69.9 CLI 61.0 5E9 49.8 Cl� StZ 560 d2B 6N l6.I 652 37.5 624 �.2 6/4 J].3 83� 95.3 537 70.O 624 7Y2 531 25.0 62d 77.7 619 21A 67d 1d.6 509 1�7 Ctd 7t5 S01 � x � � IdCin 17.1 �33 35.1 417 289 43� ]9A 395 1A.B /33 Ri/ ]90 41.7 �]3 TL.1 7B5 79.1 033 20L 3B1 1T.3 193 182 �6 V N Q O O °_ � Z y0 s0 TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: �� m� MchorC�p�elty T�DIe Qha) qNCHOR CAP.,,a,,,,,, � o � ��rc"� suDsuaia z.7kaxcrte aa�ccanc. naurn.a+u Flseaanu vrwooa Maa� (DP,�X( )=ANCHORCAP.,,, y1B't�co iN•ssFxo dtaeko tlPss�co tttaaEtl mss�ed Wzsleel M U LL I O N C A P.,,o,,,,,, AnehorCllpP�lrom� �� `��ecoUnram 1I�IXOUllracon �n�� afa�7coUSraem V4'EKOUNacon Ag�eG�o� URracm A reCiYot Screw G5 3c�ew screw W ( ) (� (� USE THI3 FORMULA TO OUTAIN THE'ANCHOR e avarca � 7• 2-v7 r 2-b2 37i8" 7' 2-V2 r 2arC 7 37�a 2 0.ai• 45a' u.324' CAPACITYREQUIRED°CORRESPONOMG70AN emeeana�� n 1,916' 1JIC �sia• �a�a• z 1-V4' 1-VT �-v4• i-vr +-va• �-v4 z �a+a• �s�e� vaus ACTUAL PRESSURE REQUIREMENT FOR THE 2AncMn��rBM�ao.4�stanua�aao�e�eep(FtgtX 9BODs 9BO�os 4501es Boome 15UWs 9oWs ?Eo�os ffiftos 7�olts 371ms 65��m atewa 51tms a21� G802s OPENINO,WHEr11TISLOWERTHANTHEMULLION AArchars�7.1YMhO.C.1619�W(afq6el)CIp(Flg7j 4aams 70oRe xM tuA N/n wn amws N/A Wn N�a Wn wA sB2ms ed5hc til0tts CAPACITY(FROMTHETABLE)OFTFIESFIECTED �A¢toA0714b.O.C./(l)2�fiAfpleC�s/(flp9Y 7eoms reoma 6eoms usoxs �esoms sao�� smmo NA _ 7601tc raems eeoms +e9zm+ �2�s sa5tOs ttzows MULLION.ITWILLYIELDAMINIMUMANCHOR 4Attfo5�0.51°Mb.O.C.IULIq,MIo.tOPA�m(Flp4X N�A WA N1A WA N�a N!A WA N7A tLA NfA WA W0. N/A WA 126IIOo CAPACITYWHICHMAYBEUSEDTOQUALIFY tArtlor/F�fq�(Rp$ 7961ns �e50a 27bms 446ms eaios 13sios lmma 17ims 0701te �mius a72ms nawa �7oms 7etins aBOms ADDITIONALANCHOROPTIONSFROMTHE YNIttnR 1.79'MIrtO.CJFL'[D p 210D5 �m H/A WA NA NIA 10D10¢ N/A WA H/A WA WA 3111Ds CE2ms F.fi01os ANCHORCAPACITYTABLE. pRODUCl'RFVISGD as complyina with 15e F7M� 1.250' Ruild'oigCoda 1C0�071$.O FIOUREI: FIGURE2: A��M�� TABLE NOTES: Capi on Da�e �2) � � � � by f ' � � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESlVJ�SHEET 25 FOR INFORMA'T10N ON LOADING,SEE SHEETS 2•4 FOR GENERAL INSTALLATI�N ME7HODS. Mi DoJe Product �UIIIIII 2j LINEAR INTERPOLATION BETWEEN MULL LENOTHS ANDlOR OPENING WIDiHS IS ALLOWABLE. �� `{ lY1Jf�d fi��/i� FIGURE3: �' '��U` Cc.hS '!` : 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SC/iLE FOR EXACT DIMENSIONS,SEE 3.94' � � • �)• E ;� � CLIP MU8T SHEETS 21-23.HOLES TO BE DRILLED IN T1iE FIELD FOLLOWING DIMENSIONAI RESTRICTIONS ;;�,• •,�� . � � � � BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS . ,10.5�57�5 IN PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D7 SPEClFlCATIONS.HOLLOW AND ; G- C� f/ . L`Y GROUi-FlLLED CONCRETE 9LOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL "J� ' y O l� ' �u= FIGURE4: FIGURE5: FIGUREB: F BE PRESSURE TREATED YELLOW SOUTHERN PINE WITHAN 50 OF0.55.ALUMINUM SHALL BE ' � Sf.�l'��` '�U�' � . 6083T5 AND BE A MINIMUM OF 100'THICK STEEL STUDS TO BE A MINIMUM GRAOE 33 ANO .6 j4• �'�`C' !'CUµSQF'••`C��` � � � ANCHD SKNTO METAL SHALL EXTEND AT LEAST35CftEW THREADS B'EYOND THE MATERInI. ��SS�U�JI��-Y'C��\ � #10 8l{12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S OR470 S.S. 1.25'X 3.94•X.624° A LYNN�MILL�ER,P.E. • MULUON FL P.E.#58705 _ - �h � � � �� TABLE 12A MuttSonGa ac 7abia ibstlt� ��W�� mNtons}orQpenN9Helght¢orMriwdeN'-sPenr7^9m�111wis1 aepm � .S o ' ppentn9Wtdtt+{twvamcaihrspanr�n9 12o�n ttOH &Q in 10tl ln TNPRM1onp. 4� ea� roin sosn a«�+,ewd n�aans. Rocs�na�+� T,�pmm�a a"��< <oaa�a SY � 501n Recleng�Der 11ePIMe�& I.oedn9 �, Reclanpidar 'hsPRlen9. fti�er TmP�T��9• loadina �� L, i��y� imPrTAea9. Reate�uta TrepRAenB. LmA�'6 tnodn9 load�p «'d�Q RecinnP�ar T�eptttten8� Lwdny D .'� u LoxQne lneare �uaans �' g 2 xa x.xa �� "° ''°ae"° � � � $.. �` �' � � � g g�� ' � � � � � cs' AIum.Tuba & � a �.. � � �" S �., � ��, � �4 �$ g�. � � � ��' 8 S� � +�e `� u E � �� s F- Mu�ncn � �� cR �€ � a� � �� $ 8� B �' � � r7 �� ^ '� � � $� 5� �� '� �� . �� z �Y� v�, � ti� � �� e � �� . �� g� �� a � � �� a � � ao 0 681 IT0.0 8$2 1TO.a &s� 170.0 11�.1 f74.6 �1 176.0 7276 t7aA 877 170A ti57 iT0.4 88A l7Q0 /70D 170A 88� 170.0 IBB3 Ii0.0 O8� 170.0 ?287 170.0 �0 ;2H t70.D 82U 174.0 43+` t7d.0 TM 1R1.0 47B 170.0 880 t70.p SOB 170.0 892 110.0 61B 170.0 iNe 170A 62i i78.0 t2i0 tT0.4 521 tTAO 148b 1T�.0 521 17a.0 1775 170.0 621 170.0 10A3 170.0 48 M 170.0 708 17AU 614 17Q0 Ii50 17QA (wQ � � 891 170.0 1118 170A 767 170.0 1276 17D.6 803 176.fl l�3i t70.9 837 t7ti9 i� i'N.0 679 17�.4 1913 170.Q 891 t7U.0 2Y31 170.0 !61 170.0 Y55U tmA �7 r � J 9q.g2Sln f70.0 747 /70.Q 641 17tlA � 170.0 831 17a.0 iWb 170A 68� 170,0 H85 170.0 7Z3 170.0 1945 t7Qb T47 i7DD Si91 17Q.� 7G1 170A /703 170.0 758 IT0.0 2092 170.0 768 1T0.0 2J9f 170.0 �y� l7p,p 797 AOA 8/2 f70.0 � i10.0 �G` � m � 6DIn 17�.0 EB!. 170A Y01 170A 1� 1A0.0 7W 770.0 12�W 170A pTB 170.6 1ii7 t70.0 9i4 7N.� 15� 170A 89& 17RA 5771 170.4 50.i3 t7Q.0 2P25 17a.p 1ob'A 170.0 21T0 170.0 1063 1�.5 �� I70.0 1361 170.0 tOdE 7T4.8 iS•�L t78.8 i086 l7a.8 1753 I74.0 fl6S 170.4 1948 17P.0 tt10 1T0.9 2379 170.0 1275 t61.e 211T 170.0 1?A8 7329 2i�7 t70.6 /YSb ? �� ,� 831n 470A 930 i70.0 715 770.0 1H6 170.0 85a 17D.0 13D4 170,0 910 170A SieB 578.0 1613 f70.0 10J3 57�A 1978 l70.� i869 1T0.0 1121 l70.0 2231 170.0 1169 169A 2557 170.0 1771 R56 2G'+'s 770A � 58In 170.0 87� 1T0.0 7BB 170.0 1186 170.0 OW � �� ,a 170.0 I8T0 170,0 1208 St0.0 ti8i 170.0 1Y11 S$5.S 198V i70.q id2f 748.8 4960 /70D 151D5 1YS.E 7980 187,8 761b 10b.1 I880 15�.0 1Wi �A t� t§�"7 �fi3t Q r ` C 72h 570.0 tOd 1T0.0 Bl6 170.0 1275 170.0 IOM1 1T0.0 t1Ub 170.0 ff28 i70.8 1700 i78.0 i228 l7d.0 19l3 f70.0 l315 170,0 2125 17D.0 1397 i/5.8 2164 17Q0 14E8 f21.8 21&1 170.0 �629 t092 218i i70.0 J , Z � KC N O 781n 170.Q 71T1 170.0 9�7 1Ttl.0 1318 770.0 108U � � hffi �o� 993 62.7 1220 65.9 877 lfi.t !7� 52.1 887 t]90 iSflU 1218 1TI13 13Cll 115.6 t168 ttS.e l388 t21.3 1578 @9.4 1348 110.2 tts2 B83 1788 f01.6 iti7 71.6 199D 09.9 1142 �.D i7Pe 827 it05 65.9 i348 �� S�� 7BIn 170.0 itS1 17D.0 Ob7 170.0 17Bt 7760 tite 170.0 i041 170.0 125P 1i0.0 58i2 t70.0 1369 fb2.T t04i 170.0 14T4 fN6 1681 tfi3.5 1600 154.6 1a81 ttl.3 7t73 982 7881 139.8 i�t54 85.9 BOIn 170.9 t�2B IT0.0 i1M 149.1 geln 1�7.4 it79 161.5 109A 122.8 1728 127.L t078 105.3 1228 i512 S�'ii 82. iYt@ 41�.4 �0� 8t.9 i� 89.6 t020 73.T 1T28 82.4 1018 61.1 1'229 '!2 W�, X Y � 6g.t 914 70.9 806 b4 918 828 7M W.0 91Y 56.7 TB{ 47.T 81B 61.8 17� 39.7 91B 43.6 768 ^u�.t 918 �82 �i2 29.D 919 37.1 7J2 � fOBln fo3.B 871 105.0 b77 88.3 B71 88.0 862 Ti.O Bit 772 B�9 84.7 97t BD.4 &17 67.5 97! 61.8 B26 61.8 B71 66.5 816 13.i 977 49A 798 37.d a7t 4i.0 782 324 4Ti b.0 77V U 4 � I11 N b3A A19 %.� b12 78.6 61A Bt.B 618 Q.N � � N 3 2 548 31.g �ef 27.3 51@ 2A2 485 2�.t &8 26.a 479 21.8 64R ?2.8 474 tt2 WB 78b iei 14.6 fiie i72 4!S tb.7 Wb 16.6 u8 � u 1201n 75A 768 78.0 7I6 62.8 780 Ba.S TAi 53.8 'Ted b6.8 695 <72 786 �9.4 be6 �1.9 TBB MA 677 37.7 788 �0.5 688 71.6 7EB 51.9 851 27A 768 9i.0 8�! 21.6 7tfi 28.4 8] q�p � �_q sie 17.o iea � ANCHORCAPACITYADJUSTMENTf4RMULA: � g ��a ' ta�in 11.7 6A8 ANCti6___RCfi�•r=+.��pFICHORCAP.� 3' i9i �� ___,____-_� ��)X AtU�G40t�!CAP.na. TABLE 126 ------ MchcrCaPatl r�nmp6al H��u �� rrwa«� �� l 7�cGaer�e �� ua•sS�eoS+tGekovsssflcotl�os�e� °nZs�� m�s�� USETNlSFQRMULA70QBTAINTHE'ANCNOR su08Uai� H1EF7co scrc+r(G� ScteYtts57 yfE6lrolN'ecm 94'E�coUflrncon �� pp�cn Aggr�calu 6"ew(�7 0�, pp,pACITYRE�]UIRED'CORRG,'"�ONDWGTO 1u�t,i�r�ype, &teEicoUnrecm v�'�oUnracan uxracon �. zy1z z gi� T a.'�' �-� ACTUALPRESSUREREQUtREMENi'FOR'tNE An�ho�C1lPPattame 2-uz ta�e' »'� �b OPENlNO,WNEN'tTlSLOWERTtiANiHEMULUON eaqeaslanco¢nz r 2-vr r 2.vr s��' �. �-va� ti•�ja' t�zt4� �� j�y+4� ��l4� '�� CAPACfiY(FROM7HETABLE)OFTHESELEGTED ��"g'� �� 'y4• ��4• �ya• r w� �2Yn e�'�8 �}2O� MULLION.I7WtLLYtELDAMiFl1MUMANCH4R 2 AfKMiS�47Y(AM1 O.C.I SlaUatl of0f6e1 CYp(Fl9 16 'J60 m! 3fl6 NS i51 WS 89D i66 t6id ffi 270 Bi1. ?861� 367 NK 74Q465 379 bs fi6d Ibs �� ttl22ltrT 19Z7 Nb 16801b5 CAPACITY WttSCti ASAY SE USED TO QUALIFY aarcnas�z.aruno.ais�enavat��y��49� �'�� 7-0Q� ��' �� a� x�A 6B0�° N/A �s�m w^ �� ADRlTIONALANCHORQPTIONSFROMTHE �nrctias�t-it•Mnn.afstama�aSnrOnse�)CW4fl4 X �os ttin 7satw 7aatos aeons tea2ms se2ms seses it2aius ANCHORGAPACI'CYTA6LE. 4 dBSWs 09d 75BWs 184b16s NIA IUA 7D51hs NrA 79B�ta N7A i6HQI0s �61Ua 1560Rs t8B61Gs 0 PR(}�UCTAGVISED EArcM19�9'MIn.00./C112�6Afg1aC�M�(RQS� "7801bs 7 B40Na N/A 7U100s '�122ros 13ZDIbs 7b7BiGs �{66 �A 0T3 ( 6Arclnn�3'MIn.oC.la12'b.Ar6��tRB@' tt78tbs ti'riT4b3 t�OIDs 25auua 2&1Ams @t N� wA N1A �A WA H� �yq 21 ms asrnmPlrin6wi1hYu1Flacl� SA(ctnis�i.3A'MU10.G.IUL�p.Nto.t23'AVra-t�67% tUA WA N/A WA 17fA N/A WA NtA tYA NfA WA SSpi� 6uldmg�o�G�P�L5S.0.7 B WA wp H/A WA N/A N7A WA N� 3�eles IIM d<OIOs tUA 311�5 �� 840ks AccePlouWhk�P�.,.��'Zy enrcron�o.sa•eemo.ctur�p.mro.izsaamt*'�A z N(A 29]Qe WA �� 611@A G6CS�s F�cpiNll �� a 2Mcrors�26U'M�n.O.C/FL`6p(F14gF ��M 9T�� 3U`� 743RS 772Rs N�A �1�, IItA SAnCtAr5�t.7t'Mln.O.CtFti .t0 4alttrs 6250e 370ID� 473Ws NIA NIA 353Vs 'C S �CIRCI.ED VALUES ARE USED IN THE EXANiPLE aN SHEET2. 2,000' Mimn C}ada Prod�'nC°° NOTE:FORTNE OFFSET CLiA,USE SHE SAME ANCHOR PATTERN AND ANCHOR VALUES ASTHE STANDARD CL�P. rod� �>»�iii�ritr F�GURE4: `��4*��1_ ^A/ji��f/ FIGUREI: FIGURE2' FIOURE3: � Tpg��Np7ES: � � * • • � 4j..EUSF •. P • � s tj SEE SHFET 1 FOR INSTftUGTtONS ON USING THE TA9LES AND SHEET 25 F4R INFQRMATION ON IOADtNG.SEE SHEETS 2-4 ` � , ,,� OENEIiAL(NSTAlLAT10N METH0�5. 4�p, �. i�.� �y�.;;S7D5 � • • • - • � RPOLA'fI0N8ETWEEt3MULLLEN�7HSNlDlOROPENINGWID7NSISALLOWABLE. .250' ' � � 2 LINEAR INTE _3.HOLES TO 8E ORILLED IN _ rJ ( !%:_ FIGURE5: FIGURE6: 7 w �i� p � . ` * � ' irt_ 3)MULIJON AND MULl10N CLIPS SHOWN ARE NOT TO SCAi.E.F4ft EXAGT OtMENStONS,SE�SHEETS 2� ;-� THE F1F1P FQi-LQw�Na p�t`f'ENSiONAI RESTF21CTtONS SHOWN QN SHEETS 21-23•FIGURES SHOW SUGGEBTED,APFROXIMATEHOIF Y ��• �.t�n'; ;Cr�� • � � � � '��' FL4Si1S1A ,*�j;.,` � � tOCATiONS. � LG CONFORM'f O AG 3D1 SPEGI�IGATIONS,FIOLLOW SDUTNERN PINE W pH AN SG L1F 0.55UNR 2,X A'%.25'MUtL�ON ��iS��C)N I\l-,G�`ti`. � T S:CONCRETE SNA TED YELIOW 18 ANGLE CLIP 4)SUBSTRA E FIGURE7: FIGURE 8: FIGURE 9: FIGURE 1.: t�pU}SHl�LI CONFORM T6 ASTM G-90,WODR SHAl4 BE PRESSURE-TREA q,�,yj��t`�tt�ER,p•E� � .. • (FlGURES 5&6y pLUMINl1M SHALL BE 6063-T5 AND BE A MINIMUM OF 125'THIGK•STEEt STUDSTO BE A MtF31MUM Gf��D.�"THICK{ F�p_E.#58705 MUST BE U5ED pAUGE).STRUCTURAL S7EEl TO BE AT LF1�ST.125'THIGK AND A36-ALL ANCNORS 4NT0 METAL SNALI EXTEND AT LEAST 3 SCREW •• � IN PAIRS. TFtREABS 66YOND TtiE MATERlAt.,#10&#12 ANGHOftS INTO WOOD MAY BE S7EEL�1&S 5.6.OR A10 S.S. •� •• � • � � - -- - - - - ---- - - TABLE 13A - ----- -- -- --- �� . �---- Mulllon C� aa Tablo Ibe11F' F � �� Op�ninpWidth(forverticgCY-sP��9��)orOpeningH�ight(forhorimrtleYyeparrirgm�lim�s) ��'�p Q Wln 6GIn 701n 80fi Baln 100in 7201n t/0in i80tn 3�� Ra�te�Aer rep�Tdmg. Rec1ang�Aer he{Jfdang RvelanpWw TrepfTdeng. Reds�Wer heplfden4 ReclengW� TtaWTdanB• Reeleng�ar T�/fileng. Rectenpier T plTden9. Reclo�gW� Trep/TAe�. Redengufer 7m�a� k a� � 2x6x.z6 ��ro inadng Laa3np �oa6nn ��A ��a ��a �oe�na L��+�a Loeang �oadng lmdnA Loe�O �uaa� ��A ��"0 � �x cwi A[um.Tube a � a� a L �a r a x .� L' � �.. � �.. m._. � �,.. -�a., s v`. � •n_ r �y x � c �.. a �... ' LL Mullion 3 �� 8� � 8& � se � �� Nm �� s& �� " �� s� �� s. �� a �� Z �� N �� rc �� a x� �rc� �� d`rc ��. �rc s� �a� sa �� a� �� `& ��. �� x� �`a �� . �� rc a� �s O � 42N 170.0 820 170.0 139 170.0 7M 170.0 178 170.0 888 170.0 SOB 170.0 BB2 770,0 51B 170.0 {ti8 170A 621 170.0 1210 170.0 521 170.0 tt88 1T0.0 521 170.0 ti16 170.0 521 770.0 iB83 170.0 `�21 J W J x /Oln 170.0 700 770.0 52� ITOA 850 170.0 58� 170.0 882 110.0 830 170.0 1133 170.0 B81 17Q0 1275 t70A 977 170.0 7417 170.0 E60 770.0 170D 170.D 860 170.0 1883 170.0 8H0 170.0 Y[87 170.0 680 � � 50.@Sln 770.0 7�7 770.0 66J 170.0 888 170.0 631 170.0 1048 170.0 88r 170.0 f195 770.0 7D 170.0 77/5 170.0 7{7 170.0 1�81 170.0 75B 170,0 17Hi 170A 756 170.0 TOB2 t70.0 766 170.0 7iB1 170A 758 � �� '�o' 0 644� 170.0 707 170.0 B14 170.0 B58 170.0 891 170.0 1118 1T0.0 7S{ f70.0 1275 170.0 801 17Q0 1431 170.0 83l 170.0 1591 170.0 85! 170.0 {973 170A 861 170.D Y231 170.0 881 1T0.0 2550 170.0 861 W O h � BOIn 170.0 EBS 170.0 701 170.0 1083 470.0 7W 170.0 1240 17Q0 87B 170A 1417 770.0 BN 170.0 7584 170.0 980 17D.0 1771 170.0 10J1 170.0 2125 170A 700� 170.0 1ATA 770.0 tOB3 170.0 2837 170.0 1WJ , � �D � 6]h 170.0 B30 170.0 745 170.0 1170 170A 850 170.0 1302 17Q0 &0 170.0 7188 170.0 1015 170.0 1873 1T0.0 1078 170.D 1&SB 7T0.0 H22 170.0 ?231 170.0 H69 170.0 2007 t70.0 1171 770,0 2Y75 I70.0 11fl BBN 17D.0 974 170.0 768 770.0 118A 170A 80J 170.0 1369 170.0 1002 110.0 1558 170.0 1088 170.0 1763 170.0 H% 170A iB1E 1700 1210 170.0 2338 17U.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 7288 Z �g � � � Rin 170.0 f063 170.0 !7B 170.0 1275 170A t00B 170.0 7188 770.0 fl2B 170.0 1700 170.0 f128 17U.0 1813 170.D 7315 170A 21Y5 170.0 1387 170.0 350 770.0 1tBB fi0.0 2875 170.0 1528 170.0 3100 170A 1530 � W,� � nW 7BIn 170A ff71 170.0 837 170.0 1940 170.0 f080 170.0 1670 170.0 1209 110.0 179! IT0.0 13?2 170.0 2018 170.0 1411 770.0 2213 170.0 1505 170.0 ZBB2 570.0 tB2B f70.0 3110 170.0 1894 770.0 3589 fl0A 7705 Q �O �� 7BIn f70.0 1151 170.0 AB7 770.0 17A1 170.0 7118 170.0 1911 IT0.0 1250 770.0 1812 170.0 1368 170.0 2072 170.0 tl7{ 770.0 2702 170.0 1581 170.0 Z763 170.0 1T00 170.0 3?2J 1T0.0 1777 170.0 �883 170.0 1780 � J Q rn O BOIn 170A 1728 170.0 11M 170.0 1594 170.0 1�28 1TD.0 1859 170.0 1488 1TOA T125 170.0 185J 170.0 Y.491 f1a.0 1783 170.0 2�8 f70.0 1018 170.0 31l8 170.0 2175 159.0 7118 170.0 71TJ 736.5 7913 ll0.0 Zi61 Q � z N � � �0 O 881n 770.0 7477 17D.0 1232 170.0 5700 �70.0 1134 170.0 1883 170.0 1642 11U0 2787 170.0 1781 170.0 1550 170.0 1952 170.0 2E73 170.D 2085 180.0 S1B8 170.0 2J]8 137.1 3188 780.8 2170 120.0 3189 158.1 2148 � N� � �� 7081n 170.0 159� 170.0 1409 170.0 1813 t70.0 184T 170A ?2J1 170.0 1870 170.0 2550 770.0 2078 161.8 2787 170.0 72T1 1/0.1 278f i81.B 2933 123.8 2T61 140.1 2281 109.8 2781 129.9 2734 82.7 27E1 516.0 2180 (A . 1111n 170.0 1878 170.0 1154 170.0 10t8 i7Q0 1700 170.0 ?2B7 170.0 iB32 170.0 2821 1T0.0 21�8 151.8 20.72 1829 ?2I5 5�8.8 2832 148.4 2218 177A R832 128.1 2188 eTE ?B12 115.1 2128 0.5.4 28a2 tOB.3 Z088 � � Y Y 7201n 17Q0 1771 170.0 1588 170.0 2125 17U.0 7859 154.� �u 75&9 1BB7 t35.5 ?252 741.4 1984 120.1 7252 1Z7.2 18J8 106.1 ?252 11af 1815 80.1 4252 0'J.8 1872 77A 2252 88.8 1Hfe 07A 7252 81.1 tE06 F X 1111n f25.1 1581 1288 1�45 10{.7 1584 108.1 1�23 89.1 1581 81.6 1407 7d2 16G{ 80.7 7�00 8U.5 1584 723 1373 QB 15B{ 85.7 1858 52.1 158� SB.O 1330 M.7 ISd1 49.2 1�D5 �8.1 15G1 ff.4 1283 a cN Z m0 0 TABLE 138 ANCHOR CAPACITY ADJU9TMINf FORMULA: � � �� AnchwCa ecl T ta ba ANCHORCAP.,a„„, �� v, �'��'' Subelreta: 2.7xCarorcta 3.5kcae. Haiov+cMU FpledCMU PTwom Meloi (DP)X{ >=ANCHORCAP.,�o NI6'Eko t/d"SSEko 5I16'Elw 1/4'SSEtw Y109teel H1291ee1 Y126ted MULLIONCAP.,,„,,,,u� /uwhorType: 3H8'EkoUluacon v�•eroumo�m �� 3'1B`EIcoUProca1 7(4'ElcoUtUacon �a�o�o� �� p�,�,i� 8,.,�,�a5)scmx(a51 scicwlca) USETHISFORMULATOOBTAINTHE°ANCHOR Anchor Cllp PaKeme Edpe qslerwe M}: 1' Z-12 t' z•�re' �-vo' t' xa2' �' 2•�n' Y �-us' T o.ae' 0.50' o.azs� CAPACITY REQUIRED'CORRESPONDING TO EmhedmeN QnY 1-ye' 7-'./r tal4' t-7/a• z' 1-tJ4' t•1/4" 1-0/�' 7-0N' 1-0IP 7-��4' Y t�10' 73fB' wdea AC7UAL PRESSURE RE�UIREMENT FOR THE za�cron��.�e'Min.O.GlslarMUC«ORaetCfip�7p.18Z)- 39UIUs seoim �5oms e5ows taawa zroms 2eoios asnroa r�oron 3141m esrroc �ems 3etim ea2ies 56oros OPENMG,WHENITISLOWERTHANTHEMULLION 4 Mchors�d.BB'MN.O.C.tSlendarC(a�06�ep Cip(Fq.3� 7e0 ros 78o Ws B00 Ns t700�b+ �xiw s4o ms 6eo i�' �oe'�s ��e��6" »B�Ee �Z�Z�bs �e��s �� »�� CAPACI7Y(FROM THE TABLE)OF THE SELECTED eancnors�iarMn.o.ars��a�woaeqaP�p.�: i�soroo ��ooroe �ofoies nriea wn wn 9401bs wn iossies ron wn wn +xa� rnuiw �z�wroe MULLION.ITWILLYiELOAMiNIMUMANCHOR 4 AncMre�3'Mln O.G!(21�5 AnpM dlpv I(Flp.51: 780Iha 78016s eeo ms tseo ibs tase ms s�o ros sao in> WA 7eo iba 74e im eeo iw tess Iba ee2 ms eas i�s t7aA ibs CAPACITY VYt11CH MAY BE USEO TO QUAI.IFY eancrore0a•�,fin0.0./f212�5nnWacxps��Flp.eY �� ' ��p�b0 �� b' �� wA �5p�bs ��98�s »�� a° ��' »7°@' �a�0 ADDITIONALANCHOROPTIONSFROMTHE 12Archaa 1.5'MIaO.GI(A�SArybWpe/(Fq.7): 186016s 21001ba 147aNa 3TBal�s WA WA 1320ms WA 15001Ds WA ILA WA 1W6Wa 2851Wa ]3BOIm lN1CHORCAPACITYTABLE. PRODUCI'RGVIS� IArohme�t]I•A6n.O.C./LLd�p.�o.725'Alum.lFh BI: N/A WA NlA WA WA WA WA WA WA WA WA WA WA NfA tl70tbs uvcomPlyinSwilhlhaFlbti3 e Aaron�0.8/'A4R O.C.I utliv.�Nu.12s(Wm.(Rp.B� WA tUA WA WA WA WA WA WA WA WR !UA WA WA N!A 4DB7 16s I� -2.000"�-I Duilding Code 16��'9.0 2 Anchu's�48B'M�M1 O.CI F-Cfip(Flp.701: 3G0 Ws 3901b4 45016s 8901bs 18181Es Z701bs 2801bG 334 Ns 7�0 @s 97116a &781W 818 Na 341 ma 4421ha 58D 16s ACCCpI�I[O CM � 4 Mcho�s @ 1.71•NJn.O.CI Ftlip(Fb.t1fi %O lbs 7W ms 3�IUs 12981bs WA Wp �701ho Wl1 573�bs WA NIA WA 8821hs Bs51ts 1120 @s .�0a iiatio fY+k �102� . NOTE:FOR THE OFFSET CLIP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By Miarn' hoAucf FIGURE 1: FIGURE 2: FIGURE 3: FlGURE 4: FIGURE 8: FIGURE 8:FIGURE 10: FIGURE 11: ��gEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 25 FOR INFORMATION ON �`�� • • • • • � � � � IOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METH00.S. „ • \`��"C�� . � /i91(! ��i . . .• `:,��''; ��ct:r�st '•.F�' % 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIOTHS IS AILOWABLE. 8 O�, �_ , t`^ • • . .. • ' �- 3)MULLION AND MULLION CLIPS SFIOW N ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =-i;: �,�;�,59"105 � • • • • • •• • • 21-23. HOLES TO BE DRILLEO IN THE FIELD FOLLOWING OIMENSIONAL RESTRICTIONS SHOWN ON - - FIGURE 6: FlGURE 6: FIGURE 7: SNEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. : U��-�� b ' �''- ANGLE . "�� • • • • • • CLIP q)6UBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFIGATIONS.HOLLOW AND OROUT-FILLED `�i�'•, g��TL�� . �' (FlGUaeS CONCRETE BLOCK UNIT(CMU)SHALL CANFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED : ,(�'.,p�_��(J?•' �j`� � � � � • e • • 6-7) y�LOW SOUTHERN PINE WI7H AN SG OF 0.65.ALUMINUM SHALL BE 6083T5FWD 6EA MINIMUM OF.125' ��Sy ' " �\�� MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND.045"THICK(18 GAUGE).STRUCTURAL 9TEEL TO � �c)fJf•.�- � � � � � � � � � uSEO IN BE AT LEAST 125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCRENI � PAIRS. 2'X8'X25• A.L1�NN'NfILL�R,P.E. THREADS BEYOND THE MATERIAL.#10&#12 AISCHORS lNTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ��,�,�ON FL P.E.#58705 , TABL•E 14A �� Mulllon Ca ac TaCla Ibefil� DpeNngWlUtn(forverUcalysparrirx3mVions)orOpenNgHelgM(torhodzoNoAy-sperclrgm�Nons) ��,,,}}}x� < 601n 601n 701n BOIn 901n 7001n 120In �wM 1601n ��O qeclargu�m 7foprnio�g. ReclargNer T�ep7�g Reetenpular TraqTAang. Reclangulat T�eqr�a� RwlangWar T�a(fftiaiq. ReclengWr Trepfria�g Raota�dar Trvp�ida�g. Recta�gWar T�aplfAang. Ralengu�ar haWidem. a � 1.28"x Z.11" loaClnO Loaan9 Lae0lne Lwdl� Loed'mg Loadln9 LoaQ�9 ��8 ��c lu�dire Loadir9 LoaiSIM LoaOtrp Loadl� Lwd1�6 LoadaD lnadlne �^D oY t� J x.126"Afum � �.. � � �., � � �g,. �q �rs.. � �� t... 'c� � �s.. � � �., � � �... � '�,. � � �.. LL TubeMull $ a� �. �� g � � � �n � � � �� $� � a a � g � a � '�j o � � �^ � � 0 �^ � 3 r3 6" 8 � t9 U B �3 � � d �^ 2➢ 6 tP �$ � (i t3 �` c3 ^ iJ � ..o 00 �� 5� �� g �� z� �� o �� A2 I� 14i2 SZB 167.0 AT8 1202 626 '148.9 019 103.0 526 138.8 474 90.1 628 134.8 411 80.1 626 750.1 411 721 51B 13C.1 471 60.1 626 134.1 A11 51.5 976 134.1 �it 45.1 5Z6 134.1 411 J �11 481n BB.6 403 1D&.0 333 80.6 403 99.7 326 67.0 403 88.4 370 60.1 403 87.4 317 53,7 103 78.1 316 1&3 4IXf 7&6 J74 40.3 4W �78.8 31� 3�.6 403 78.8 314 30.2 4W 7A8 314 "'� W � _ 60.8'151n 82.3 3E2 91.0 301 fi&6 382 78.3 29C SB.B 9B2 71.8 T89 61.6 362 872 Y88 45.7 �82 848 �4 41.2 3G1 838 78i 3C.3 3EL 5i.5 Y93 28.4 362 63.9 283 257 992 87.6 283 � �� 6i M B7.B 31B 74.7 $67 56.6 378 61,2 281 4&5 318 b7.7 2B6 42.4 318 53u 2W 97.7 318 60.8 250 33.b 318 49.6 ?A9 7B3 370 49.1 2CB 24.2 918 49.1 249 21.2 978 48.1 7A0 W � O � 80 h CA6 250 63.1 270 41.2 25B 45.7 2f4 353 258 40.7 270 30.8 25B 37.Z 2u7 27.6 26E 34.9 20i 24.7 258 33.4 203 20.6 458 32.2 7U1 17.7 458 322 21N 16.5 258 32.2 201 F V Cfl J J W h 427 239 CS.B 200 95.8 T31 30.7 705 346 2N 34.7 182 75.7 Zi7 31.8 '189 T37 234 79.4 1BB 21.1 239 2fl0 189 17.8 Y34 18.8 183 1&9 234 2d5 1W 13A 7i1 20.5 '183 ^� a � � 7} 631n 37.2 213 19.4 783 31.0 217 33T '179 2B.G 217 28.0 178 23.2 273 27.0 �73 ffi8 273 75.'1 170 1BB 213 Y3.7 '169 'I5.6 Y13 71.2 187 U.3 213 Y20 10U 17.0 213 ?2.� te9 z V7$ �' � J� $ �W Tt ln 2&8 179 3Q1 165 23.9 179 26.6 '161 20A �78 T2 5 tAB 17.8 779 20.3 7-07 15 B 119 18.7 tA6 � 70h ?A.J �81 26.4 140 40.3 181 �1.8 137 17.4 1B7 190 135 tfi2 787 17.0 133 � �� Z 781n 126 152 2A8 139 1&8 162 7D.8 731 161 152 17.5 72B a � � � Z � Q N O TABLE 148 ANCHOR CAPAC{TY AWUSTMENT FORMULA: Q Z AnchotC�DanYTeble(Ih�) ANCHORCAP.,,a,,,,, ~ �.�� o� Slbslrale 27kCan�rete 3.&Carc. . HOAowCM� FIBetlCMu PTWoatl MAaI (�P,)X( )=ANCHORCAP.� � �N o $ MULLION CAP.,„a,,,,., 5✓16•Eko 114'SSEko 6116'Eko 114'SSEuo WIOSIed N1291ce1 8125tee1 W N AnehorCllpPalfem� A"`�10fry� �'�s•EkoN�acm trr�courtrxm �n�� 3176'EkOUN3c011 7l4'EkoUII2cm �� N�a� A�Cxa Screw(G6)svav(�5) saew(cs) USE7HI3FORMULATOOBTAINTHE'ANCHOR � x `1 Y Etlgeoistarce(mz r a12 r a�rz' e-tre' +' zvi' �' 2-'�2' 2' �u� 2 O.ae' 0.5r oazr CAPACITY RE�UIRED'CORRESPONDING TO AN � �p cn fA EmoeOnml(In} �sr4• ia��r tera' �a�c r bur �-va• rtr4• t•v4' �-va' �-+r� z tsia' tae� v�es AC7UALPRESSUREREQUIREMENTFOR7HE U N a O O 4NICIp19�7E9rtO.C./(Ij2c5A�gle(7�5/�F�1) 7eoios 7eoms �oios i55obs �aasros 5wms s6ons wn 7eoms 7aaron seoma tfla2ms se2�s e�ms t/aomc OPENING,WHENITISLOWERTFWNTHEMULLION Q � �..� ZmOs�O CAPACITY(FROM THE"fABLE)OP THE SELECTED � MULLION.ITWILLYIELDAMINIMUMANCHOR � �m� CAPACITYWHICHMAYBEUSEDTOQUALIPY = o � �°�&-� ADDRIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPAqTYTABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING 7HE TABLES AND SHEET25 FOR INFORMATION ON LOADING. ��286.� SEE SHEETS 2•4 FOR GENEi7AL INSTALLATION METHODS. PXP•3lUCT R6VISCD � ns<omplying with the Flhcid� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. Duild6�g CoAa 16Q y�g a FIGURE1: AcaptencoNo 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 27-23. expimliou D� Q.D2� � � � � HOLES TO BE DRILLED IN THE FIEID FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. � . FIGURESSHOWSUG6ESTED,APPROXIMATEHOLELOCPSIONS. Z�I�s� Mi Dsdel�'o�q' ANGLE CLIP MUST 8E USED W PAIRS. L �25� \ �� 4)SUBSTRATES:CONCRETE SHALL CON�ORM TO AC1307 SPECIFICATIONS.HOLLOW AND GROUT-FILIED \\'\�O`�{�-FtJ�1 hP��' CONCRETE BLOCK UNIT(CMIn SHAIL CONFORM TO ASTk1 CvO.WOOD SNALL BE PRESSURETREATED YELIOW SDUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083-T5 AND BE AMINIMUM OF.125" T \ �. �,�G- F THICK.STEEL STUOS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL S7EELT0 BE AT '1.26'X 2.1'I'X 125"MULLION � �' -'� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHAIL EMEND AT LFAST 3 SCREW THREADS BEYOND (WTEGRAL FIN MULLI6N) ='��C: �n.58705 • THE MATERIAL.#10 8 fl12 ANCHORS INTO WOOD ApAY BE STEEL,18-8 S.S.OR 4105.5. ' , . � _ .•.�I- �gq I 6 � rr.� �l. : ui, =F� s�Tco�` ' �� ;U�� , xi.ota�o�'�-'�Ci� �'�;iso (G�;` �,,;�ONHu�� A.LYt�N�Po'11LL��t,P.E. FL P.E.#58705 -- - - _---_--- -- ----- TABLE 15A -- - ---- ------------ - - -�� ^�------- � MullionCa �q Ta4lo IbeM2 ��.� Op�ningVYidth(forwricaAy�sparningrtallions}nrOpeningHsipiri(fortarizoria➢Y-apemirgmuGiorm} ��,F�rt � 5@;rt SQl� 70tn 601n 001a 10Dtn lY4k1 t�01� 1601n ��' p Rxtm�i4a 7re}YTdazq. ttaMenPder he0��6. ft0eteng�fef lYeMllanB. ftcctunquNr TtnpRdan& RcaMnA�e+' 'fieWTK+�9. Re�M�Pter &ep7det+B- FO�tert9�et Tte{YTAeng. Recten9�� TraP'i�ng. RectertB� TrepliNen& 4� g I.26"30 tae�ng Loadrp los3ne iodarcg W+Fna Lamtriq ua6n0 toa9r+4 1�e�s laaQng Lm6�g lwdna W�a loidMJ tnaMtl lon�e tns�w tanorm �y� � DEO.AL �. x r r n a � a r r p a a n a 4 9AYAfiULL v � �.. 'a 'd � �c s... a �., sTS '�,. � �«. � �.� � �... �.. N � �� $ $ � � � � �� ,�� e. � i� s" e� s s� � �� s� �.� �' � � �• �� € � � g § �� n ��'� w �� . �� . �� 5� �� 4$6i 174,0 6ZV 170.0 439 170.0 7M 17D.0 478 170.0 868 fl6.d 508 i78A S42 170,0 SS4 170.4 tt16 tJ0.0 S2] 770.0 121U 170.0 52f 770,0 1{B9 170.D 62f 170,0 17�5 17tl.0 621 U9.1 1710 f7D.0 521 � � �9tn 170A 76A �raa 62i 170.0 850 I7p,0 6B1 176.Q 032 ii0.0 834 t70A tl33 f70.0 S6t Y7@d t2T5 t]A@ 6R l70.0 1�f7 170.0 BDO 1822 1522 170.0 6B0 730.5 1522 1T0.0 6� 11d,4 4b?Z 170.6 Qb0 � �a � 3U.8251n 170.0 717 170.0 6B7 170.0 88e 17p.0 elt t70.6 t0i4 570.0 fi&+ TNA, 1t85 570.0 7YS t7QG 1815 iT0.6 717 16(2 lµ3 170.0 766 1368 1<{3 570.0 Y68 711.J iNd ti6.6 758 i4Ze Si43 1709 7be � �o Q 61b 170A �97 iT0.0 812 1TQ0 858 176A 8D5 170.0 1f18 t70.0 i5i iTCA 1278 tTOA 893 18a.� 4151 170.q 65t tM.7 1�53 170.0 858 120.J 1361 170.0 E81 7Ql.f 1153 170.0 !81 90.2 1153 {70.4 85S � a ~ m COh 17D.0 d&i 1TOA 701 170.0 108,7 l70.D 76/ f97.6 72I8 �m.o 87! 1{8.1 S25& l7D.0 9f! t24.8 l2t8 159.@ 870 119,.8 121D 152.1 824 97.1 1218 11&1 81J &7�9 1218 iM18.1 D13 73.1 12f8 tt6.1 913 I- � � J 67 h 170.0 BJO 170.0 7A5 770.0 iflB 170.0 b50 154.2 1769 t88.8 833 131A Nfid iW.4 814 118.6 t/d0 t{1.0 896 105.1 1150 134.2 885 87.B 1150 126.'Y 871 76.1 1180 1Z6.t 870 65.7 iib0 f2G2 876 � W � 68 h iTD.b 874 77a,0 7d9 752.A td8 166.0 Bet 136.8 10i8 1685 6&i it�.3 tM8 133.1 954 101.6 10{6 121{ e]g 81,4 10{A 116.8 83b 782 iMe 7091 �1 65.3 10i8 1063 6f9 3T.T 1W8 SQ82 818 ? �� m 'y ? � 72M 14Q.p 890 117.8 7e! ill.� 88D f26.D 7i0 i0D.6 88D N0.$ X34 9&D BBA 7tID.0 T12 Tfl2 B� 82.4 712 79.9 8B9 8+5.2 7W SB.7 6BD 79,2 6g5 60.3 804 i5.6 889 idA 88ii 78A 688 � -J S � Z d78 M 119.7 700 125.1 69D G4.0 7911 TOB.f 676 8i.5 T80 &i3 683 74.6 784 83.8 6S2 H&5 76U 76.9 6�� 59.9 '7B0' 71.7 63S <B.9 780 �.1 821 S2.d 79A 92.f etB 37.i 780 6t.d St7 � �� d, � 7BH1 110.E 750 115.5 W7 82.3 7b0 98.5 eii 79.1 750 85.9 BY2 �2 TSC TT.t 62t 81.6 T4� 70.6 012 66.4 760 66.7 605 1&2 760 59A 671 14.8 �56 66.4 588 34.8 750 59.$ 98t F Q ,�•t N 4 80M 7P.� 86J 7�A 6DD 60.! 663 82.0 4Hi St.fi 683 5L8 493 i5,t 584 46.9 l75 40.7 66J fl.i IBB 78.1 9BJ 40.1 182 360 b87 362 A62 26.a t� 33.3 J45 YLS S83 3{.8 td2 � ��Z YO N 69.4 ABS 8f.i 4!3 (&S !96 Bib �3i i2R 495 KA t2T 37./ 145 5@,8 i21 37.0 �YS %i 4I5 28.7 i9S 332 169 2�.8 485 28.1 460 ZI2 i99 29.0 334 l8.8 1� 2&.0 �6 � �� ,°-,f�� a 1DBIn �1.7 381 42.0 3S� Si.B 391 359 118 2@.6 391 31.t 342 26.1 }81 27.8 337 ^a12 881 21.9 33] 2QA 201 22.! 3Y6 17.4 391 18,7 52i t{,9 391 i7.8 314 � � 117M 38.4 370 392 335 �.2.0 370 SS.fl �9 @TS 870 28.8 325 2i4.� 3T0 ?A3 YEtl 21A 770 �.8 a1B 192 37tl ?A.8 912 IB.O 370 18,1 �bs � � F�^ 120fn 3oA 31T 30.9 289 45.3 ST7 Y6A 2St �f.T 3t7 22.6 Yeo 48.4 dt7 189 276 1GY 9t7 f7.8 273 U a Q 3 � Hd In R.0 220 17.8 2U3 n. M z.��,Q � T Bi.E15B ANCHORCAPAC�TYADJUSiMENTPOiiMt7tA: �� a� A»ehorCa acf Tabfe 6e RNGHQRGAP.�,,,,,�. '�� S�atmta: t,7k Carcrete a.5k Cnne. »n»owCMU FdedCMll PT Mc1e! (DP)X C �=N'1CHOR CAP.p„ Sifi'Eko 71�'86E1�o 5'f�Elco VM1•SSEIw p10Slee1 n2Slee1 p128IeCl MULLt�NCAP.„�.,,,� MeharCllp Aakemc p"`�� s�Ico umacan va��co umecm y18'Eko U1Umon r�a�Eko Ultraepn ut�aon np¢ro4atw unrecon AWrcoe�m screw(o3�samw(c5} s«aw(a51 USESNtSFORMUtAT008TAlNTHE"ANCHOR EsWemuaa,�cei� r z-rn• r z1rz' a-+r9• 1' 2�trX r sarr r �tra� Y aia• o.sr o,3z4� CAPAC�NRE(]UIREP°CORRESPONDWGTOAN Embadment pnk 1a+P 1af4• 7�3/A` i3n• 2 i�iw' t�tW' tate' t-t±c t-1M• t.w� Y tal�' 1aB' �enea ACTUAL PRESSURE REQUiREMENT FORSHE' xMeMn�s•MiaO.C.I(� 5 bei(FID.1Y. 396IAa 3901bs i50Nm 890tW t7aUibs 2 Ds 2001bs 35�ib9 7�Otbs 741bs 72oiGs 9aeros 34tNn a1Yt6a SBpiba 4PENlN6,WI�tENiTlSICJWEftTklANTHEMUIIlON 41��chm�3.5Min.O.C.1(2}hSAnpieqqati�tg.RY- 7eo�ts 7Eawn 7mrcn ts7o�h+ 25251bs 510ws 5eolbs tuq ti211�us 7�elns oBo�m ts92roa sazstss 885n» tt2apn CAPACITY{FROMTNETABLEJOFTHESET.ECTEO enna,wt�2n•nUn.o.a!{2!?+5arqla(�pslffq.aK tY2oew tf2p�bs esa�m az�s�ea 2�s�ro5 wa sco�ts wq �as9l9s run t32uYss wA So22trs �827ms taeoros MULLION,ITWILIYtELDAMWItJ�UN[ANCHbfi CAPACIiY WFitCH MAY 8E USE4 TO CIUAUfY � nDo1TiONAI A[iCH4R 4P710N6 FROM TH� ANCHOR CAPACIN TABLE, t'R�t7UCT REt tSEU FlGURE 1: as cen�plYLM with 16o h7oP3di ' TA9LE NO7ES: duilding CuJc ' AcaptmceNot�'C�24�•C1� i ce • • 1)SEE SHEET 1 POR INSTRUCTIONS ON USING THE TA6LES AND SNEE7 25 FbR INFORMATION pN LOAAttJG. p1f°�'0n�� {.,��D�iI SE.E SHEETS 2-4 FOR GENEF2AL INSTAI.LATION METH04$. J' � B� ( 2)LINEAR tN?ERPQl.AS{ORf HETWEEN MULL LENGTHS AN�lOR OPENING WID7HS IS bILOWA6LE. M� DadaPmdua ! FtGttk�z: ��ttt�ttr� 3)MU4l(ON AND MULLI4N CLiPS SNOWN AftE RfOT TO SCAtE.fOft EXAG7'a,ME{VSIQNS,SEE SHEETS 21-23. 12� �� `i l '„�ft(�;f� ; H6tE$7Ci 8E ORtttEQ tN TFiE FtEtO PQLCOWING 4iMENSIONAL RESi'ftIC710N9 SHOWN ON SHEETS 21-29. � ��•'' ��n % ! • • • • 30° : ^: 4�GF.C;S/> t FEGUR£5 SHOW SUGGESTED,APPftOXIMATE HOLE I.OGAT10N5. ` ,."`. ,!�� . 4)Sl1BSTRASES:CONCRE7E SHALL GONFORM 70 AG!3Q7 SP6GlFlCA71014S HOLIOLYAND GRpU7-F1LI.Ep 3.25�� _ , , i,��_;�8 f 05 ? FIGURE� COtdCREtE BLOCK UNlT(CMU)3HALL CONFORM T4 ASTM G90.WOOD SHALL 9E PRESSURE TREA7Ep , �l � � � � YELLOW SOUTHERN PINE W77H AN SG OF o.55.ALUMINUM SNALlBE 69E3T5 RND BE A MINtMUM OF.125" - (/L"i��,, � j THICK.S7EEL STiIOS TO 8E A M1NIMUM GRA4E 33 Ai�t4.0q5"Tt41CK{i8 OAUGE).3TRUCTURAL STEEL TO BE AT �p•BAY ��`}� �I��0� '!{r� I IEAST.125'TktCKANAA38.ALtANCHOftSlNTqME7Al.SHALLEXT6NDATlFAST3SCRElIV7HREA05BEYOND µ��pu ,. r s `�i"` � � THE MATERIAt.#10&ili 2 ANCHORS INTO WqOQ MAY BE&TEEL.1&B S.S.OR 414 S.S. ";.�`.'�.FC OIZ\Oti:' ��: ;, �,1i� •-..,.• c� : I ANGLECLIP(FIGURES7-S}MlYS76EU5�DINPA�RS. '�tJj��')�lf��'� I A.LY'NFI MIL`LE�R,P.E. + FL P,E,#58705 � � � � �� d , TABt^�c'isA MullionCa �o Table bsNt� m�� o dA�nlnpWidth(f��M''spe��o�}ofDponinBNaight(farhorimrdeM-Si�� f�� uo� t�p, ��d,�� 90In 98in 1�0ln HectanW�r T�� Y � SQ� BOIn 701n Recte�+v+�ar T�eNmm➢. Rette�mWer TmWTAec�. Ra�f�Pdac Trap�'fden9. Retlen9�& Coadn9 taa�n8 � � Rec�ti�ar TtaP��B Loa�9 ��^8 Lwdng LoeCu�B LoadmB inedr� LoadnO Redw�H�er T�eplT�la�. Reclmi9�m "IinPrr a^G• � L, � �� „ N RecteMN�er 1TaNMaeA� Locang lmdn+e lnednw taadng 4aadmg 3.26••4B toe�6ne �oa3�g a a � �.. � �.-. � �s.. � �., m �,.. �.. �i � '�� . o tri DE6.AL x �� '.� � �� a ��. � W� � �� ' � �� '� �� a &� � � �� .�� ' ��'� c�'n earn�uu. $v9 a �� a 39 3 � � �'{: � � $ s� " � Q � � � � G �� o � V U� '� C �j � 4� � `� �._ � t� � '� �� 5 � aFa� �c �rc �� ,�� d` �o �._ 5 � y � � �d � �o � tl.t �S� �� x� �� a�a� �� a� ��. �o. �x � a� N 42In 170.0 620 1TQ0 135 17qU 78i 176A 478 176.0 889 t70.0 SQ6 t70A 992 174.0 518 l70.0 1118 170.0 521 170.0 1210 170.0 521 170.0 1168 170.0 S21 f70.0 1775 ft0.0 525 1863 ibTt 570.0 52f W o a 49N 770.0 IaE 170.0 62� 170,6 030 7�0 � y70g � t70.0 80i t74A 5495 170.4 7Zf lt0.0 13a15 170.0 7�7 f7tl.0 14B1 170.0 758 147.1 1552 1700 706C 17A.1 t5i2 Vt0.0 758 1 64 ti52 i o.o �d6 � � �m j 5p.8251n 1 7 0.0 7 1 7 1 T 0.0 5 8 3 1 7 0.0 9 9 8 ~ S{h 1?O.0 767 770.0 812 470.0 958 176.8 89S 578.0 17t6 1T0.0 TSC t70A 1274 174.Q 8 W l 7 0.0 /4� 1 T 0.0 8 7 7 1 6 5.2 1�55 170.0 856 128.3 1/55 170.4 887 f10.6 SI55 170.0 SBS 9L0 {455 fi4.0 E8t z �� m �� gp§I 770A E69 170.p 701 f70.0 1� f7410 850 t929 i2i7 l74A �9� 1 2.5 121�T 18i 6 YQ3 128.7 124�T 1529 6�+ 1�.A 1� 1N.7 B52 85.0 1 2/�T 1 3 8 2 $3 B �.{ tu SSS.T 815 71.7 i 2�T tS5.7 �`+ � J g� g3 in 1 7 D.0'B�0 1 7 6,0 T 4 5 t T 0.0 1 1 1 8 J �� Z 6Bin 170.0 974 fl0,0 709 i70.8 ii89 1'7�.0 903 148.} 158D t63.7 @85 528.8 1194 ti7.9 91 5 1 1 6.4 1 1 4 0 1 9 0,5 0 2 8 1 C J.9 1 100 128.4 D14 68.6 1188 119.5 6BE 7A.� ft80 flS.t $� �.0 S�� 174A 7 a a �„ � BB S 13B 88.7 808 823 728 67.3 908 T1.7 718 49.i 906 712 7t0 A2.4 908 F Q d � � � 'Rin 181.0 1010 168.8 877 t3t.i t8t0 14t.8 859 tiSA 70ifl 127.� S�2 501.0 19f0 474.7 B28 B48 1010 lOS.6 tl17 60.0 1010 Y8.8 U67 W.3 1010 80.8 �5 St.7 tOt6 87.8 7 8 0 5+�5 S R t O 6 7.7 7 B z m r g 701n 137A BOB 1d3.8 T02 57A.5 86b 7?2.0 7J5 98.1 904 1UT.) 76! 85.8 BD9 49.2 749 7&3 � Q 2 � W� ��< � 7BIn 727.1 88f 1325 7W i65.9 681 7125 736 8DR L6l sB.6 725 78.4 !Ot fl&5 749 T0.8 891 81.0 70J 83.6 861 i5A 894 63.0 081 86.1 BBf dSA 86f &i.5 675 99.7 E61 �� N �� $ n 801� 82.T BIe 65.� 5)i 88.0 8i6 §! �9 40.7 5d8 54�.4 91 42.8 SBB �D �83 37 B 580 11.4 i78 311 598 310.1 47� 2E.4 5B6 33R 5458 2t 3 588 50.5 Sf62 2t.3 S89 �8.7 �7 � U.1 BBIn BB2 $8� 70.f 50B S&8 +� n > 108In 47.9 N9 48.9 465 S&B id8 �i2 3B8 3t.S 425 �Z.B �73 278 425 2B1 387 �.6 423 20.2 362 12.1 �25 2d.0 SSB iB.4 6�75 2Q,T 356 S5$ i2S e.$ � 45.G 149 1&.@ `� � 7 4..`� z �°n r°n 7111n M.i 125 i5.6 365 38.8 d2S 879 370 4�� 34.8 3g{ 35.5 335 29.i 364 29.9 326 2i.9 894 25.& 321 21.8 1&1 7].8 317 18.4 36l 2Q5 313 fl.3 39M1 1&T 309 �g � �(}a AT7CHOR CAPACITY A�dUSTMENf FORMUtA: � o � � -a 14itn 202 Z+3 26.t 23� l6.8 z59 17.5 23u RPlCMORCAP..o,,,,� . Metat {DP�)X t-�-�^'-'-�- ANCHOR CAP.�, TABLE 16B Anehorca ael Table Iba �� eq�y,yu rTwood MUl.uONCAP.,.n,,..E ^ suustrzte: 27kconemae 1.5k(bro. Ui'SSEko5H8'EICa 114'SSEIpo q�aSteei a125teei g��} U3E7HkSFONMULf'.TOOBTAINTHE'ANGHOR �+t�'�O yts�EkoUitracan. StPEkotiNsom q��i« tAfmcan tqpreGator Sa�e++<°3}s<c�+f�} CAPAGITYREQUIRED"CORRESPONDWGTDAF7 �I niw�wrype: 3/18'EkoNvacon if4'EkoUtuaom �p� 2172' I• Yitz' 7 3�118" T o,ts' 0.5a" tl.924` AC7UACPRESSUREf2EflU1REMENTFOR7HE pnchorCllpPattems �. 2.�n f• x-UY }�re' �� i'�� s OPENlNG,WHENITISIQWERTHANTHEMULlION �I Edpo�tisUnce AnY �m�t�Y t.y4' t.aq' t•Li` ��78' 2' t-tt�' t-va• t-�M` �.tra• s-ttb� t.lt4 CAPACITY(FHOMTHE7ABLE)OFTH6SEl.ECTED � R pp��7p(6{9 b'Mia O.C./lz)�5 n�p��.tY �°�' �6�` aen ws aga cs nmfn� z7o ros 2etl ibs ayt u.w �4o u» ��I°s ��roa �a 104 ��@s A�� roe MULLiON.iT WiLt YIEIp A MtNiMUM ANCHOft d Aiahor+�3S'hkn OA.1 t2t��+��m�1�'�' T&Olbs TBO ffis T901h3 1B701os '25731Ds 51D IDe 580� W� 5720�^ 74814s 880 tts 4842 ias 6821�% �`�% NY4 Ws C�ACI'E7 WHiCtt MAY SE USED TQ Q�+�� I ARDI7IONAI.ANCHOR OPTIONS FROM THE �,2;�UCI ftEVlSGD 6AacUveg2.iS'MIn.0.0.!(21"a5AnuleCWs/ .7r 11201bs 1120�bs D3ebs ��eiEs 7154T°' WA %��% N�A 10594b8 tUA 7�2QIbs N!A t�Y!!Os 1827Ns �� ANCHORCAPAC�TYTAffiE. ascanplyiae�ri�hqwFloriA �+u�ta�,scuae 1 fo�o218.b�32) Ac�t'�Ianc4N0 Er im�loaDalo � FIGURE i: TABLE N07ES: p�. 7}SE�SHEET 7 FOR INSTRUC7IONS ON USING THE TABLES AND SHEE7 25 F4R INFORMA7ION ON LOADiNG• M;,m, lroduct I • � SEE SHEETS 2-R FOR GENERAL INSTAILATtON ME'fFi06S. , ' � \` /'' 2}IiNEAR NYf'ERP�IAS�aN B�Tw�MULL LENGTNS ANO/OR OPENING W IDTHS IS ALLOWABLE. ��\UC��•�s»�4�� F46URE 2: .126' ..--A5"- ��\r�4�GC:N SF� Jri }{OtES TO BE RitlED�iN HLE f1ElD 04LOWING MENSIONN-RES RiCiI�NS SIitOV N ON SHEEIB 21-33 � C ,• • • • � FIGURES SHOW SUGGES7ED,APPROXIMATE HOIE LOGATIONS. 3�. , �}n.C�P"�� d SU8S7RA1ES:CONCRETE SHAtt GONFORM 70 AC!3Q1 SPEGFICATIONS.NOLLOW AND GROUT•FILLER ;.fj -$ 1L � tr.= �;� //( eA ti :ttAl= �i FIGURE 3 OQNGRESE 9LOGK UNll(CMU)SHN.I CONFORM 70 ASTM G90.WOpD SHALL BE PRESS[1R�TREATED J f, -t F�`or `7 ti YEU.OW SOUTHERN PINE WITH AN SG OF 0.55.ALUMtNt1M SHAtI BE 6�3-T5 RND 0EA MINIMUM��t2� 4� �Y ,- � � r • • � THICN.STEE�STUDS 10 BE A PAIN[MUM GRA4E 33 AND.045"TH4CK(!8 GAUGE}.STRUGTURAI.STEEL 70 BE AT M�tioN %,�j�.'•, r�,p��o�'• �j-.` �� i.EAST 125'TH{GK AND A3&.ALL ANCHORS INTO METAL SHAI.L EXTEND AT LEAS7 3 SCREW THREAOS BEYOND �'��51{) �?,+L��. � THE MATERIAI.#10&#12 ANCHORS INTO WOOD MAY EE STEEL,1&$S.S.OR d10 S.S. p,`L'YNNi�4�8R��.E. • FL P,E.#587A5 � qNGLE CIJP(FIGURES i-3}Mll57 BE USED iN PAiRS. � II i � I I-1.000.� f-�1250'--I - -- ' --- --- - - - -- -" � � �j- - -I � 1.000' f-- --I '1.000' � T��j� _ � g�K� a --1 t.000� I-- --� i.000� �-- � C--�zss•� a� o � . .�zs r �o� � "� 125' I p 2.750' 2.750' .125 3.125• 125' 3.788' I ^Y � .726" 125' .125' N 2000" 2.000' .2�' 2.118' �T�m � I � .125' � mN� W � .125' I .375" 375. •�� .50D' � W f � 7 � � T .�� F � W 1'X2'X.125'MULLION 1'X2'X.375'b1ULLI0N 't'X2.75'X.37SMULLIDN 1'X2.75'%.650`MIA.LION 1'X3.725'X.5'MULLION i25'X3.188'X165'Ml1LL10N '126'X2.11'7C.72SMULLfON � � _ 60C3T6 ALUM. BO�i-78 ALUN. 6083-T6 ALUM. 808&TB ALUM. 8083-T6 ALUM. 6063-T6 ALUN. 6087-T8 ALUM � �e � %SECTION XSEGTION XSECTION XSECTION X-SECTION X-SECTION X•SECTION ? Z m� � {�r-.125" ��.125' -..{f+--125' r O � J � I � Z � rI TABLE A z W� � � � STANDARD CLIP � I ?JC5 ANGLE CLIP Dlmerrelon Value(In) For Mulllon: � � � �� BD8&TBALUM. z�25, 6083T6ALUM. ❑ W 2�� , X-SECTlON 2,000" XSECTION A 1.825 J a rcz U•CLIP 1'X2'X.12S' Q � r' � � I 600&TB ALUM. I .125' B 2.654 � V `"' .125' X-SECTION � Aluminun Z Q rn o C 0.896 �be Mullton Q Z Z � o D 0.740 � Q� �o�ro�- � .125"�I.740"F-- A 7.125 1'X2'X.37b' w O y � --� 5.so0' B 2 4 0 4 Aluninum � � y � CtrrH�rtEro .375' 5.00D' C 0.� TUbe Mulilon V � Q � � � .375" 3'��5� CREATEF-CLP,SEE MI N. � 0 � MIN. � � E � � .375'MIN. D 0.4 9 0 Q-' � � N DETAILF,SHEET4 ,338'MIN. A 1.875 �$ �O�.O r---==--� r-------� � --- '---------------- B 3.000 1'X27S'X � � '� ��Q' 1 I 1 � I A A I U•CLIP A F-------- -I o a� �_ _ __� �-------J sosa-T6nLUM. `- ---------------'-'-' 2x5ntdGLECUP C 0.757 .375AIumInUm TOPVIEW 808&TBALUM. p ��g Tube MuWon �_ TOPVIEW r� STANDARDCLIP CEN7EROFANCHORHOLEMUSTLIEWRHINTHE E .4bOMin. 8083-15AlUAL DASHEDBWNDARV.SEESHEETSSI7FORTHE A 1•312 �•X2.76'X CENTEROFANCHORHOLEMUSTLIE TOPVIEW CENTEROFANCHOR ANCHORO.C.DISTANCEMAXIA1UAdANCHOR WITHIN TNE DASHED BOUNDARY.SEE HOLE MUSf LIE HOLE DIAMETER ANCHOR OIAAIETER+7l76' B 3.000 .850� SHEETS 617 FOR THE ANCHOR O.C. WITHIN THE�ASHED DISTANCE.MWCIMUMANCHORHOLE BOUNDARY.SEE C • 0.478 Aluminum DIAMETER:ANCHORDVIMETER�1/78' SHEETS6•17FORTHE D 0.836 T�bBM1/1110f1 nracHoao.c. TABLEB oiSTANCE MnxunuM PGT Part# A 2�� rxomucrnsvis� ANCHOR NOLE 'I'X3.125 X 5.500' ,376• Mull Dlrtlonslon(shBBt#) B 2.837 ��°�P�n `Y'd.�oFk�#� DIPMETER:/WCHOR Mulllon Std.Cllp Offset Cllp U-Cltp Anglo Clip .500'Alum 8,,;�;,,y� .373' � MIN. DIAMETER+IH6'. C 0.883 �beMull Acceptm�xNo«'021a.D�j MIN. � 1"X2"X.126"(6) 66605 866113M 6661118M 6fi6243M 866511M D 1.137 pirol' (hte /jQ21 �---- ------�------------� 1"X7'X.375" 6 686DU6 666114M 6681119M 688244M 688512M � � () B 3.282 9.?5'X3.188' Mon D■doProduM i i 1"X 2.75"X.375"(� 688W 688115M 6661120M 666245M 868513M X 2a5'Alum i I � 1"X2.76"X.65D"(0) G6G08 668116M 8881121M 866246M 668514M D �:82 TubeMull \\`��,\�4YN�1 y;/L��i� // � - �--- � � B 1"X3.126"X.60D"(9) 66637M 6681718M 6661114M 668242M 866515M ; ��, wSF �' i i i i 128'X2.11'X \\�`• �� 4 i i I i i 1.25"X3.1B8•'X.265'(12J 6fi641M 6881117M 6661113M 888241M 666518M A 1.813 _121'Al�rn .1 `i:. - �, ' �-------� � ------� r 0=i ' � 1.28"X 2.11"X.125"(18) 69370 WA N!A WA 686517M lUbe Mull �=�i<: Vdo.'�` � ;- , I = �� = � OFFSETCLIP NOTES: l/r b (6:'1J_ .125• 60B3-T6 ALUM. ! � ( . �>' � 70PVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAI RESiRICTIONS GNEN ON THIS SHEEf. `-�1 ��q L U' \� 740'-i--�--I �:O^ . ��I;ORIaP• �C�,� � 2)SEE SHEE7S 540 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C,DISTANCE. �'��i 'I t��' A LwNDI��'��R;�.E. 3)SEE SHEETS 2-4 FOR GENERAI INSTALLATION METHODS. FL P.E.#58705 -.1 taoo• f-- --� i.aoo• � �.osz•�� .�40• ��" � � � �� a ' .e. .ses• � � ��_izs• --i r-.�se• �� .osz• I �� 4.0004�• � I '�25�STANDARDCLIP I � bY � U 4.000" 2.000' 6063-TBAWM. �5� 2,000' 2X9ANGLECLIP � 4.000" 2.625° I U�GLIP �25, � X-SECTION � gp83-T6ALUM. 8063-TBALUM. XSEGTION ,125" N 125' 126' �25" XSECTION 5 m .03,1 Z �"� � .,25•r o � �25 � T CENTER OF ANCHOR HOIE MUST LIE WITHIN THE J 2 155'J DASHED HOUNDARY.SEE SHEETS b20 FORTHE � .375' -375' ANCHOR O.C.DISTANCE MAXIIAUM ANCHOR � a� � � � T HOLEDIAMETER:ANCHOftDIAMETER+1f16' - Wm � � O 1'X4'J(.�26' 1'X4'X.375' 1'X4'X37S � 5.500' Z m MULLIDN MULLION 'T-MULLION CUiHERETO 5.000'- 375' F O � J 6a83-T6 ALUM. 6063-TB ALUM. 6083.T8 ALUM. .375• 3.125'---�_CREn7E F-CLIP.SEE •37'� ��MIN. � � � XSECTION X-SECTION X.9ECTION MIN. i �EfAILF,SHEET4 � 1 � �o � � I 1.250' --- .375' -- - -------i 375' z �z E ..w r_______� 1 r____ � CENTEROF i_______ I MIN. � ❑ � � � � ANCHORHOLE I I J d � Z 1.250° 1.250' l I 1 1 � MUST LIE WITHIN i � Q J Y � 1 I I I I THE DASHED � 1 I I I F BOUNOARY.SEE j I z � a N � � � � � SHEETS S20 FOR I ' 2.875'� � _-_ ' � I _-_ I � THE ANCHORO.C. F i-__ _ _-_i � � Q�Z�o�o I I I i F I �DISTANGE. � i Z w � � 3.84' I I � I � MA%IMUM � � 3250' 3.25p• I i I I ANCHOR MOLE � � a O � � � I I I I I DW.�IETER: ' .'IOO� .�DO� 'IOO� L ______J L_____--J ANCHOR L__-____' -__--_____J V � a O � � DIAMETER+1H6' Q.. � � � 2X5 AN6LE CLIP �� O� .100' 624' �t ` STANDARDCLIP U-CLIP 60B&T6ALUM. $-,�, � �� ' �. 70PVIEW ❑ in o�e� CENTEROFANCHORHOLEMU5TLIE �3'TBALUM. 8083-TBAIUM --{ ,Qjp• F.-� -rl .820' I+ -�I .820' I^-- WITHINTHEDASNEOBOUNDARY.SEE TOPNEYJ T��W 1.25 X325'X.100' 1.25 X3.25'X.024' 1.25"X 3.94'X.624• SHEETS 540 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT MULLION MULLION Ml1LLI0N DISTANCE.MAXIMUtdANCHORHOLE Dimonelon Valuo(In) ForMulllon: Dlmenalon Value(In)ForMu111on: 600ST5ALUM. 6D0&TSALUM. 8005�T5ALUM. DIAMETER:ANCHORDIAMETER+1176'. g, � ��) • F 1.838 1.25'X3.2S X-SECTION XSECTION X-SECTION G 1.00D .125 G 0.500 X.B24' H 2860 PJunln�m H �1.i3B Al�rnlrwm 3A69' � 5•5�� I 3.000 Tube Mulllon 1 3.250 Tube Muflbn �2.fi61"� � � .12b° .375' .375' F- 3.18T 1'X0.'X F 2.625 7.25'X 3.94' 1.6T7" MM. G 0.757 .375' G 1.125 %.824" 1.37T', � � I H 2430 Aluniwm H 1.500 Aluminum �.n-�UCf REVISCD r.___'___.� ______� ..•.•o � � I � � I 3.000 7ube&°T I J.250 Nhe Mullbn x complying with ihe Fbrid� � I I I I i F 2260 12S X3.25 F 2.813 30•Ba MuN Duilding Code '��a.03 � I I I I F 2.075 45'Be Mull ��reW�� 125" I I I I H �.gpp q�� R pimli n�Dot! �f,Ol I 125' 45" 2250' i i � I � I � 325(1 T�be Mu111on by 30° ' j I I i H i Mivn Dvdolivdrct � � � � � TABLE D 3250'45'BAYMULLION 3250" � j � ` � MuIl0lmen�on PO7PaNH �� Y��N�l�/��i�� 30'BAYMULlION 6DBST6ALUM. I �------- I - - ......., 8083-T6ALUM. I X-SECTION �ahBe�U) MWllon SW.CIIp O(betClip U-0Ilp MgleCllp `�``,�oN�• 1�f�p�� X-SECTION i _ � �C��SC 1'X4'%_725'I70) 89364 BBB111M 688�122M 886241M 888516M ; Z�. v �',j�� G OFFSET CLIP _ �: • � .126' � 6063TBALUM. 1'X6'X.375'(17) 66610 666112M 6681723M 666242M 888510M _ ,, �o �Q�pS • -� .228"��.981"�` .�6'��.9D1'--� .740° TOPVIEW 1'X4'%.375'•T(17) 66&SJ 666112M 6661123M 666242M 688519M _ •: p • � NOTES: E 1.7a^X3.25'X.100'(19) 20160 8687127M 5881124M 8Bfi2d70M 886S715M , ��•/y�,��,�p�� t'- 1.24 X3?5'%.624'(74) 2D781 8861120M 8681�25M 6682471M 86651�BM � O ', "1 I o.�� ,�r; 7)HOLES TO BE DRILLED IN THE FIH.D FOLLOW WG DQv1ENSIONAL RESTRICTIONS C+NEN ON THIS SHEET. 125'X3.81'X.82b'(15j 20162 6887177M 8661128M 868241M 688517M � ?� ", S�AI(- ,� r �� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. � 30 Dep�ea(ts) 86fi49 WA WA WA 66651�OM %��'n�' .FLOR\�'•'�`\C�\` 45Degieo(20) 88&50 WA WA WA �6685111M i ��'pp[� C,� � 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' /A.L N��p'4r4�R;A.E. FL P.E.f�58705 -- -- - -- - - - -- -- - ---- -- -- - - --- - - -- = -- - - --- --- - � - � - --TABCE E- - - - - -- -- ' --- PGT PeA A �e � �'�� _ � � Mull Dlmension � (sheet� Mulllon Std.Cllp U-Glip An91e CIIp -^1 r 72s I --�f--125' -�N-125• �"� � � � 2�m 2"X4°X.25'(18) 88802 866261M 888271M 6665112M � ��" o� r � STANDAROCLIP � U-CLIP 2X5ANGLECIJP a� w 2"X6°X 25"(1� 66604 866282M 666272M 6865'113M 606&Tfi ALUkt � aosa�Ta n�ur�. Rz Z � 2U00' I sXSEC ION 2.125' I XSECTION 2.000' XSECTION o r` NOTE& � I I I N .125' � 125' � 125' ��r$j Zm H 1)HOLES TO BE DRILLED IN 7HE FIELD FOLLOWING z m N 3 � DIM6NSIONAL FESTRICTIONS GIVEN ON THIS SHEET. p W 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I�-1.490'-�I HOLE IOCATlONS. 1.490" , � W 3)SEE SHEETS 2-4 FOR GENERAL MSTALLATION METF{ODS. 5.5aD' _ �� CUT HERETO 5.000' 375" W y p$ � 3.500''�� CREATE FCLIP. MIN. � Z M � 2.000' .37g Y � SEE DE7AIL F. I .37b' rt .375' � O m J MIN. � SHEtT4 MPI. � � ? ---i-- --------i � -- -- i---------------------i Z �� g � r-------- � � 1 � fi �Z i i I ; i � ao w � I f I J '�7' 4.000' I � + 3.438" � i--- i ~ p Q N o � -�-- --- --I- 3.438' � z 250' 2'X d'%25' � j I 3.438' j i � Z Z ap MULLION � I i i � Q �o� 8083-TBALUM. � � � � .375' Z� B o XSECTION i I � �_____________________� MIN. W O L_ ______ _-_� " "_-___J -_ __ � _I q� V� 7 STANDARDCLIP U-CLIP,6063-TBALUM. 2X5ANGLECLIP Q..rL a Q O CEMER OF ANCHOR HOLE MUST LIE 806&TB ALUM. SFD PDR 2'X 4'MUILION SHEET 18 CENTER OF ANCHOR HDLE MUST LIE 6083�T6 ALUM. a Z V/ (n 250' WITMN THE DASHED BOUNDMY.SEE TOPVIEW T�P�� WITHIN THE DASHED BOUNDAflY.SEE TOPVIEW ��p �O`n SHEE7S S20 FOR THE ANCHOR O.C. �X � �� SHEETS5-20FORTHEANCHORO.G CENTEROFANCHORHOLEMUSTLIE DISTANCEMIWMUMANCHORHOIE S v�i �� DISTANCE.MAXIMUMAtJCHOR HOLE �NMETER:ANCHOR�IAMETER+1l18'. WITHIN TFIE OASHED BOUNOARY.SEE DVIMETF.R:ANCHOR DIAMEfER 11H8'. SHEEfS 5�20 FOR THE ANCHOR O.C. 6,500" DISTANCE.MNCIMl1M ANCHOR MOLE Cl1THERETO DIAMETERANCHORDIAMETER+7118'. 5.OQ0' �---2.000'^� .375'_� 3.500'----�i CREA7e F-CLIP. .375' ��.375" MIN. �_SHEET4AIL F. 1-'MIN. � MIN. ( .375' -- -- --'"----------1 �_____ __ ______ _______�- f-_______ I � I I I I I I I I � ;�;({DUCTR6VISCD I I � I � j m complYing�v�th Wo Ftmi� � � � I t3u11dingCode i i i i ; ��`i,��16-0'l,18•go21 i i � i i i 6y i 250' B.00ff 4 -�-- T- --j 4.688' � t 5.438' � i--------i Mian lroduc!' ! I \\1111117 j � 5.438. I 5.438' i i \\�`��N`l : AO/(�'/i�� i I � i i i ��,�'�, ��ce�vsE'•.F� ; 2'X6'X25" � � � � , I � I � 1 MULLION ; � � ' _ ' no.sa�ns _ 8�3-iE 11LUM i 1 I � .375� ` ,• , ~' I ' XSEC710N � � I � � MW. �( , 1 �[1;M1 I I L__'__ ____J �^ll • . '_ __ ��c) . t� �� ;� «/� �- --- ---� -- -------� %�J• s'�4;c r- : �{�: .c�� P,,.�� STANDARDCUPL U-CLIP 2X5ANGLECLIP �,`1`s' COft10 `` `\ 250' 8�83T8ALUM. OOB3•76ALUM. 8081T8N.UM. �� Q�'1��-�� TOPVIEW USEDFOR2'XB'MULLION.SHEETI7 T�� i��` ioavi�v A.LY��IILLER.P.E. FL P.E.#58705 \ EXAMPLE 7:SINGLE VERTICAL MULLION THE BUIIDfNG SUBST'RATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINOOW FRAME DEPiH IS 2-1/4'THE OPENING REQUIRES A DESIGN PRESSURE OF a60,OF80.0 PSF. �' � " 1 INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH 15 72'AND 7HE OPENING WIDTH IS 32'+32*7'�5'.REFERENCWG SHEET 25,THE COLUMN VSINO o n ^ ' NOANCHORSMHEAD � $j tt - RECTANGULAFi LOADING MUST BE USED.SCAN THE MULlION TABLES FOR A MULLION THA715 A7 LEAST THE WINDOW FRAME DEPTH OF 2-'ll4'AND N7LL MEET OR EXCEED 7HE RE�UIRED �'Z n�5 DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LAFiGER SIZE AVAILABLE �� Q \ ��o �SEE `SEE FROAd TABLE 3A,SHEET 7,THE 1"X 2.75 X.375'MULLION(LENGTH=72',OPEPIING WIDTH=70')MEETS THE OEPiH RE�UIRED,HOWEVER THE DESIGN PRESSURE tS+658.3 PSF IWD WOULD o 0 FaEsrnnno� sxee�is NOTBESURABLEFORTHlSAPPLICATION. oza'� � PRODUCTS 7 ��w��. � FROM TA�LE 4A,SNEET 8,THE 7'X 2.75'X.650`MULLION(LENG7H=72',OPENING WIDTH=70')HAS A^ESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS 7HE REQUIREMENiS FOR THE � � �p• OPENINO AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY RE�UIRED OF 83E L83. N MULLIOM � � LENGTM /� 2)USE TABLE GB TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WQOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)�12 ANCHORS M1D THE?J(5 � F- 4 l-r ANGIE CLIPS WITH(A)R12 ANCFIORS HAVE A CAPACITY OF B85 LBS.THOUGH EITHER ONE COULO BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z �c�� / DEiA�.5, 3)VERIFY 1}1E DESIGN PRESSURE OF TNE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOV4ER OESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILI � � SHEflis APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES'fHAT THE B07H THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLEO IN ACCORDANCE WITM iHE -� W Z"� INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUC7S TO MULLION. � �� ___ IN THIS EXAMPLE,THE DESION PRESSURE REQUIRED WAS+r.gp.O pgF.THE OVERA�L MULIION SY6TEM WAS DETEFiMINEDTO 8E 72.7 PSF WITH AN ANCHOR CAPACITY OF 836 LBS.ALTERNATIVELY, m o0 0 NO ANCHOftS IN N71'O01Y SRL 'f}IE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USFD TO CALCULATE THE ANCHOR CAPAG7Y REQUIRED FOR THE EXAGT OESIGN Pi3ESSURE OF 60 PSF: � � J 32'--{ MULIYlIQTH G36LBS � ,,,� �'� (60 PSF)X( >=524.8 LBS (MAY BE USED TO QUALIFY$10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF � � Z g m � THE OUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCREiE HEADER AND SILL.THE WIN�OW FRAME OFPTH IS 2•318^7HE OPENING REQUIRES A � �, � �� DESIGN PRESSURE OF+50.01-55.0 PSF. J �7 Z Q �- V FOR THE VERTIClLL MULLION: Z ¢ � � 1)INITIALLY ASSUMIN6 THAT A t'WIOE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'i72'+7'=105"AND THE OPENING WI�TH IS 3B'+36°tt'=73",REFERENCING SHEET 25, Q Z � � THE CALUMN USING RECTANGUfAR LOADING SHALL BE USEO.SCAN TF1E MULLIONTABLES FOR A MULLION TNAT IS AT LEASTTHE WWDOW FW�ME�EP7H OF&3I8'AND WILL � cq$ o$� MEET OR EXCEED THE REQUIRED OESION PRESSURE OF+50.OF55.a PSF.IF THE TABLE DOES NOT SHOW 1tIE E%ACT SIZE,USETHE NEXT LARGER SIZE AVAILABLE. W y � o EXAMPLE2:MULTIPLEMULLIONS W a FROM TABLE 3A,SHEET 7."IHE 1'X 2.75'X.375'MULLION(LENGiH=108',OPENING WIDTH=80�MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.7 PSF � �Q Y Y MI1LLlMDTH--1'-- AND WOULD IJOT BE SUITABLE FOR THIS APPLICATION. U W ¢ O O FROM TAHLE 12A,SHEET 18,THE 2'X 4°X.250'MULLION(LENGTH=100",OPENING WIDTH=80'j HAS A DESIGN PRESSURE OF�/-64.7 PSF WHICH EXCEEDS THE REQUIREMEN'f5 a Z � � SeE FOR THE OPENING AND MAY 8E USED IN THIS APPLICATfON.NOTE THEANCNOR CAPACITY REQUIRED OF 971 LBS. g� m O s0 DETAILS. —� Q.'md' 3�, FENESTRATION SH2+� BECAUSE R IS NOW KNOV✓N iHAT THE MULLION WILL ADD Y TO THE WI�TH OF THE Ml1LLED UNIT.iHE ADJUSTED OPENING WIDTH IS 3G+36'+2=74',N0T 73'AS PREVIOU9LY � $ � �°-'+�� I PRODUCTS ASSUMEO.VERIFY THAT Tt1E OESIGN PRESSURE IS STILL APPLICABLE FOR T}1E ADJUSTED OPENINQ.ALTERNA7NELY,THE WINDOW WIDTHS MAY BE REOUCED TO MAINTAIN i APPROVAL ry�- THE 73'DIMENSION(3b1l2'+35-1/2'�7=73�. L � 2)USE TABLE 12B TO FIND TNE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBS7RATE.IN THIS EXAMPLE,ASSUME THE POURED � � CONCRETE HEADER AND SILL ARE B'WIOE IF iHE MULLION CLIP N/ERE TO BE CEMERED WITHIN THE 8',CARE MUST BE TAKENTO AfAINTAIN THE FASTENERB EDOE DISTANCE. ��T�'� � USING THE STANOARD CLIP Wlhl(8)3118'ULTRACON ANCHORB ATAN EDOE DISTANCE OP 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND AMILLIINJ tENGTH �S� �� THEREFORE SUITAFSLE,FOR THE REQUIRED MICHOR CAPACITY OF 971 LBS. $ oErnus, oera�e, FORTHEHORIZONTALMULLIONS: OPENiNG SHEETS23 SHEET3 HEIGHi BECAUSE THE VERTICAL MULL WILL BE A2'X 4'X.250'MULLION,IN THIS EXAMPIE WE WILL fv1ATCFi iHE HORIZANTAL AND VERTICAL MUWONS,ALTERNATIVELY,ANOTHER F� h1ULLI0N 7YPE COULO BE CHOSEN. NOR�z 72, // �/ PRQDUC�VIS6D MUlLION aywmplyin �vikhQqFlot�da 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT{S 32"+7p�f2•=108'REFERENCING SHEET 25,7HE CALUMN USINO TRAPEZOIDALliRIANGULAFt LOADING MAY BE _ p��{ng C USED.FROPA TABLE 12A,SHEEf 18,THE 2'X 4"X 250'MULLION(@ LENGTH=42",OPENING HEIGHT=720�HAS A DEStGN PRESSURE OF+/-170.0 PSF WHICH EXCEE0.S THE A«w�,u�16�02�8•03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICAiIDN.NOTE THEANCHOR CRPACITY RE�UIRED OF 821 LBS. L'piralion Uale QOQ� SEE oeTaus. Z)USE TABLE 52B TO FIND THE ANCHOR TYPE,ANCHOR OUANTfTY AND CLIP 7VPE REaUIREO FOR 7HE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CA7U JAMBS ARE 8' fly sneers WIOE IF THE MULLION CLIP WERE TO BE CENTERED wITHIN THE 8',CARE MUST BE TAKEN 70 MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X6 ANGLE CLIPS WITH Mia� Dade�rodup 23 (4)3/10'ULTRACON ANCHOR3 AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,ANO THEREFORE SUITABLE,FOR THE REQUIRED �1 1 I I I 1� ANCHOR CAPAClTV OF 527 LBS. ``�� = LYNIV/y �/i� �C1 ,.-....., �4�%i �3B',NORIL ��36',HORIZ� 4)FOR THE U-CLIP IN THE HORIZONTAL MULLJOP:TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 527 LBS.TAB�E 12B FOR TME U-CUP SHOWS ThIE MICHOR <<��•• �1G�t�sC ' F MULLLENGIH NULLLENOTN CAPACITY IS 10T4 LBS WNEN USING 3 ANCHORS,WHICH IS GREA7ER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPAGTYREaUIREMENTOF 521 LBS.7HE � Q;' OPENINGWIDTNFORVER7ICALMULL ANCHORTYPEISA#12STEELSCREW. '%�� !�g'Jp;j FROM THE ABOVE STEPS,OUR MULUON OESIGN PRESSURE IS - _ +R64.7 PSF FROM THE VERTICAL MULLION; - pt CX� _.i , +/-170.0 PSF FROM THE%'HORIZONTAL MULLIDN ATTACHING TO CMU; - h;��o �� ;`U= •%170.OPSFFROM7HE36"HORIZONTAI.MUWONATTACHWOTOTHEVERTICALMULLION(INTERSECTION). - ��'. 5'AfFO� �J`' THELOWESTDESIGNPRESSUHEIS+/-64.7PSFANDWOULDAPPLY70AllOF7HEMlRLI0N5. �'C� F(O�t1D'r.' \�:�`� VERIFY 7HE DESION PRES3URE OF 7HE FENESTRA710N PRODUCTS USED WRH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ��S'S�(�nJn,,,�Gr�`� PRODUCTS,WIIL APPLY TO h1E OVERALL ASSEMBI.Y.FINAL DESIGN PRESSURE REQUIRES THAT TtiE BO7H THE MULIION AND THE FENESTR4TIDN R20DUCT BE INS7ALLED IN (�.LYNN MILLL�,P.E. ACCORDANCE WITH 7HE INSTALLATION 8PECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRA710N PRO�UCTS TO MULLION. FL P.E.l1 50705 ./ EXAMPLESOFRECTANODUIRLOADING EXAMPLESOFTRAPEZOIDAL/TRIANGULARLOADW(`i �� ,� � I �� . ' ��"� ` I � Pyy pyy o d I - PW � ��a� � - - – – I � � % % � � m u. N SHIDFI SHlDH SHIDH SH/OH I PW PW � � ~ 4 4 4 r 4 � Z �N� W � o � � � � � � � g � � / / / oo / � � � �B LOADING OF VERTICAL MULlION IOADING OF VERTICAL MULLION j / / / / � m � O SILL OF WINDOWS NOTANCHORED WITH INTERSECTING I10RIZONTAL MULLIONS I � � � ((C�� ///�� I [� a � � HINGED ~ J DOOR � � � � S� -- — -- z y � � LOADING OF VEfiTICAL MULLION = � �y�j I � PW W S Z �� — � LOADINOOFHORI20NTALMULUON LOAUINGOFHORIZONTAIMULIION J Q a � v PW � j � � Q a p O I N � Q Z � / – - - – .�_ i PW PW PW � Z� �O ge- B � � I � � ¢ � �V! SHIOH SHIDH ^ SHlDH SwDH � Q � Q O O �j` 4 U � 4� i �� Z�oso / / i swor+ � � � �� i � � � � � � � ' �, ,/ a ,/ LOAOINOOFVERTICALMULLION LOADINGOFHORIZONTALMULLION � S0.LOFWINDOWSNOTANCHORED WITHINTERSECTINGVERTICALMULLION j PW � HR I � _ ___ – I � LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAI MUlL10N LOADING OF MORIZONiAL � MULLION P HINGED j DOOR � PW � N��' :'etGAUCT REVISED _ u complyins oith�ho Ftaide i 7)DRAWINGSARE [�uildingCoda � RERESENTATIONSOFTYPICAL AazptanceNa I �3 � PW CONFIGURA710IJS. E imt' Date Q pyy CONFIGURATIONS NOT SHOWN � � � � � j � � MAY BE EXTRAPOIATED FROM yiwn' lmduU � � o o � / / _ � / / THOSE SHOWN. � t � � I 2)IF THE LOADINO TYPE CANNOT ��`�� YN/� �� BE DETERMINED,USE `��.�qn�� A��(�� j � PW RECTANGULARLOA�ING. .a�. LIGFIJSF ,'•Q � PW PW � � � `C:' •.i`C�'� 3)SEE PRODUCTS'APPROVALFOR ��4�� pJp,:iD'16.i ' j � AC7UALANCHORLOCATIONS. - � LOA�ING OF VERTICAL MULLION LOAOING OF VERTICAL MULLION � (�J �'- PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCNORED WITt1 INTERSECTINO HORIZONTAL MULLIONS j � `r � �'U�.�� L 6 �I�J,� � SGD �:C)`. sT�7cor : 4� .� � ��1�.� ."LOR1U��''�,•. ii��`ts��I ��\a�� LOADING OF VERTICAL LOADING OF HORIZONTAL p,L1%NN�I��R�'d.E. MULLION MULLION FL P.E.#58705