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17-18085
a CITY OF ZEPHYRHILLS ' S335-8TH STREET � (813)780-0020 18085 JBUILDING PERMIT � - PERMIT INFORMATION� LOCATION INFORMATION Permit Number: 18085 ( Address: 5905 18TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: � Subdivision: CHARLESTON OAKS Est: Value: j Parcel Number: 11-26-21-0010-04800-0010 Improv. Cost: 14,137.00 . OWNER INFORMATION � Date Issued: I Name: EADS DUSTIN & BRITTNEY Total Fees: 165.00 Address: 5905 18TH ST Amount Paid: 165.00 ZEPHYRHILLS FL 33542-3871 Date Paid: 1/27/2017 � Phone: 813-377-6981 Work Desc: REPLACE 11 W�INDOWS S/S & SLIDER DOOR �� CONTRACTOR S ! APPLICATION FEES WEATHER TITE WINDOWS � BUILDING FEE 165.00 I � � � � � I ' ��� � Zl � � Ins ections Re uired FOOTER I 2ND ROUGH PL MB MISC SULATION CEILING 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.I SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. i REINSP�ECTION 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 � 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 property 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. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney �� before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with i� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. ' NO OCCUPANCY BEFORE C.O. � � , A.L�c. a„`ls C RACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED �\ � PROTECT CARD FROM WEATHER � � i l� I ,. ` 813-780-0020 City of,Zephyrhills Permit Application Fax-813-780-0021 l Bui ding Department c � ( o�w�.iv.a � Phom Cor�a!tar P�rmltlln 813 �8 _ 0131 � � � � � � � � � � �4 � O�m�r�Nun� Duatln Eeds Owmr Phon�Numb�r (813)377�981 ����d� 580518th 3treet Zephyrhllla,FL 33542 Owno�Phon�Numbor FN S6npb Titlehold�r Nun� WA Owrt�r Phom Number FN�Impk�71t1�hold�rAddivss wA JOBADDREsB 680518th Sheet2aphyrhllis,FL 33542 �* � SUBDMSION PARCELIDt �12�27-0010-04800-0010 rosr�o Fxor Prsoaomrr�x�onaq WORK PROPOSED e NEW CONSTR e ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROP03ED USE Q SFR Q COMM Q OTHER 8 Ce 7YPE OF CON87ftUCiION Q BLOCK Q FRAME Q 3TEEL Q DESCRIPTION oF WORK Replace Seme SIze:11 Wlndoare and4 Slldlne Glass Door,s BUILDINO 81g 8Q FOOTAOE� HEfOFfT � BUILDING a�4,137 V/LLUA710N OF TOTAL CONSTRUCTION QELECiRICAL $ AMP SERVICE Q PROORESS ENEROY Q W.RE.C. QPLUI�INO � � /�,,��`���C�� . �iE7/�'� / � QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � ��� ���5 QOAS Q ROOFINO Q SPECULLTY Q OTHER � v�� �p� � I � FlNISHED FLOOR ELE1/ATIONS FLOOD ZONE AREA QYES NO r y�v� ' I v ' " '�'�l I BUILDER � W�ef n��d� 1�� [ 816NA7URE Y/N ��N Y/N �� �d� 2119 W Columbus Drive Tempa,FL 33607 ,��� u��# CCiC1515541 �� � I , � ELECiRICUW COIIPANY �,]��- i 81GNA7URE REotsiER� Y/N FEE CURREN Y/N 5 1'" i Addross Lleense ik ' PWYBER COYPANY SI�NA7URE REolsmteo Y/N FFE CURReN Y/N � Addms Liceme iF ' i MECHANICAL COIIPANY , SIONA7URE rs�o�er� Y/N �cuw�N Y/N ' AddtMs LloBnae# 07HER COYPANY SIONA7URE r�olar�� Y/N r�curu�n Y/N Addnas Llcense# 1 1 1 1 I 1 1 1 1 t 1 I 1 1 I 1 1 � � � � 1 � 1 1 1 1 1 1 1 1 1 I 1 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 REaIDEN1IAL Atlach(2)Plot Plena;(2)sete oF BuDdinp Plans:(1)set of Eneryy Fortns:R-0-W PertnR tar new conehuctlon, Minimum ten(10)worldng deys albr aubmittel data. RequUed onaite,Constructlon Piane,S6ormweler Plena w/SQk Fence Inafelled, Senttery Fecllltles 8 7 dumpater,Slte Wotfc PertnR for eubdlvlMonellerye pioJeeb COYMERCIAL Attech(2)complete sels of Bulding Plana ptue a Ltfe 8ede�Page;(1)eeY of Energy Forme.R-O-W Pennit for r�v conahuetlon. Mlnimum ten(10)woridnp daye elter submfNal date. Requlred cnsfte,Cor�structlon Plana,Sbormweter Plene w/SBt Fence Inefe9ed, 3enitery FecflWea 61 dump�ter.Site Work Pertnit for all new pmJeale.All comme�clel requiremer�4e mua4 meet compllence SION PERNR Attach(2)aeb oT Enpinee�ed Piem. ""PROPERTY SURVEY requtred tor ell NEW conaWctlon. � ' 1 • • 11 • • IIu ' • 1..1 • Ii..l ' Dlnetlons: j FlO out applicatlon comptetety. Owner 6 Ccntrector eipn back af appOcatlon,notartrsd If ovar s2S00,�Notlao of Comm�na�mont Is nqulnd. (A(C uppradM ova s7600) " Agen!(for the cantractor)or Power oT Amomey((or tl�e owner)would be somaone wHh notarized IetOer fiom owner eutho�i:ing aerne OVER7HECOUNTERPERMfiTiNO (mpyoPconhaet�equtred) ReiooTe R ehinglee Sewuera SeMce Upgradee AIC Fences(PIoU3urvey/Footege) Drlv�wayr-Not over Counher it on pub�c roadweyo..needa ROW i i NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which ma be more restrictive than Coun regulations. The undersigned assumes responsibility for com liance with any Y tY P a licable deed restrictions. PP UNLICENSED CONTRr4CTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or 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 intended 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 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 90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of 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 Couniy ordinances. CONSTRUCTION LIEN 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 all the information in this application is accurate and that all work 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 pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development reguiations 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 ln compliance. Such agencies inGude but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WatedWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. � - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. / - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. 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 Fiorida. - 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 will 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 fill 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, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specificaily 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 will demonstrate justifiabie cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YQUR 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,C0IVSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) � � OWNER OR AG,�IEI�T �u N''�� CONTRACTOR _ I ��u scn e and swom to r irmed)before me this Su sc' ed and swom t (or med)before me1�is by C1� �(3!�-A�'4S S �'j by �C L(A�L �{ULLf�tR/1�t'� � Who is/are personaliy known lo me or haslhave produced Who i are personally known to me or has/have produced � �- as identificafion. �-� as identfication. I i _rrC�-~'.,--.. ,�'� , r - ublic � Notary Public Co ission No. Commis on No. g Name of Notary typed,printed or stamped I ' `2SPpY�'9, .°iPENCEfi KASS SPENCEFi KASS a....;,,,i ,ti�����,a,,. _,; f� ' �, �AY C0�1�A91SSION i�FF 033074 ,;=o:,;.<.��: =� 'cXPIHES:November 1,2017 :,�, n •-- :`�'i:'C0�"':4(SSION 5 FF 033074 I :;•., I' '-_ `� :-- E:;PlNES.November 1,2017 'FOF F��`�` Bonded 7hm Nolary Fublic Undenvriters rl, • ' I _.���llll�.__-e.-.ncv'ea�..�ms� i�' ••U`2'`�� _ _ - - _•pFu_,,,_ Bonded l'hru�utzry Public UndenvrAers - � . _ II i I � - 1 I . _ _ � � ������������������������������������������������������������ 201�193a17 . Rept: 1820682 Rec: 10.00 - DS: 0.00 IT: 0.00 � Pelfltit IVumber 12�05 f 2016 eRecording - - ----- -. .. .__._ .. Par il ID Number L�_�JLL�Q�Q���_QQ�_�__ � N O T i C E O F C O M M E N C E M E N T PAULA S.O'NEIL,Ph.D PASCO CLERK 8 COMPTROLLER - State of Florida . i2/o6/2oi6 04:i5 � i ot i County of_I_�_ CO________ oR �x ��8 PG ���� THE �UNDERSIGNED hereby gives notice ihat irhprovements will be made to certain real property,and in accordance with Section 713.13 of the _ Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property(legal�lesc�ption): _��-2�.�L_��_�.,�$QQ_�Qti� __ __ ' . )Street(job)Address: tY) - ----------- --� - ---�- - ...._.. 5 I�__-St�'e�t�eD�,�n�t,1��-335�-1�- 2.Geni ral description of improvements: Replace Size for Size Windows 1� _ �__ _-___-__--__=--�_�--��-__ -- _ DOOYS.-- ----------�----�-------------------- .._..------------------- -- -- 3.Owner Information or Lessee information if t6e Lessee contracted for the improvement: - � � � ` � a)iName and address: ' 1-n '�u�n___._.�S 59�1�__.. S etzep--- rh��t FL.�3 2 b)iName andaddress of fee simple titleholder(if different than Owner.listed bove) � . � � � � --�---�--- -'- c),nterest in property: owner_____ __ •----------�-- -._-----------..�_�._— 4.Contractor Infortnatioo ------ --._------�--�------�--------_..__..__._.------------- 2�Nen12 aftd eddf@SS: Weather Tlte Windows 2119 W.Columbus Dr.Tampa,FL 33607 � � - -----�------------- --- ------ ---------- ---------------- ---- b ,Telephone No.: 8�3-so8-o13� _ Fax No.:(optional) 813-908-0'134 --- ------------...._. , --�----- , 5. urety(if applicable,a cropy of the payment bond is attached) -�--�------- ---�------ a)Name and address: N�a ' ------------�--�---------�-- ---�- -- ----�---��-----.-...._..-------�---.._.__. ..._--- -----------.._. ._...._. b),Telephane No.: - -- -------.._... ........._._ ----�---------�--- __-�------ --�------ --._.. c Amountof Bond: a ----�---.----..------ --- ------. ___._-- -------- - . . _.___..----�--__..�. -------- 6.Lender - - ------------�-----�- --- -�- - ------ ,� a) ,Name and address: NIA _ _,_^ _ _ b)TelephoneNo.: ------ --------. -___.._..._--------��-- - -- --- ------- -- --- 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may 6e served as provided by Section 713.13(1)(a)7.,Florida Statutes: , - - , a)Name and address: N/A ' _ -----.._.-----� ---- -------� --------� -._._.__._....._ _..--�---- ------------- _.._._ _-- b)Telephone No.: Fax No.:(optional) ,--.�. ------------.._----- 8.a.ln;addition to himself or herself,Owner designates � �of � � � � ���--�------ �-- ---- - - -------------�---�--�------- �t)P�eceive a copy of the Lienor's Notice as provided in Section 713.13(1}(b),Florida Statutes. + � ` � ��� � hone Number of Person or entity designated by Owner. NIA - ----� --�...--------------�---- - -- ---�---�--�- �-- - - -- --- --�---.__- _ . piration date of.natice of commencement(the expiration date may not be before the compleGon of construction and final payment to the � _ contractor,but will be�ear from the date of recording unless a different date is specified): Zp WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TIiE NOTICE OF COMIVIENCEMENT ARE�i CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,$ECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR i PAYIN�TWICE FOR IMPROVEMENTS TO YOUR PROPERTY,A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON'i � I THE JOB SITE BEFORE THE FIRST INSPECTION..IF YOU INTEND TO OBTAIN FINANCiNG, CONSULT WITH YOUR LENDER.OR AN � � j ATTORNEY BEFURE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ; Under penalty of perjury,I declare that I have read the.foregoing notice of oommencement and that the facts stated therein are true to ihe best of my � � knowiedge and belief. �%' �` r , --�. �-_. . I -���------------- � --....�.._.�` . .���--- -�- ���h--.-.E�:d_��.._.::._�r��t�-;�._r_._._..___` . (Sig i�ture of Owner or Lessee,ar OwneYs or�� utho'ed 0 � r/Dire�tor)P�rtrter�4lanager) (Print Name and Provide Signator�/s Title/Office) � I The for going instrument was acknowledged before me this � � � /� ---20- dayof dC�1�1'_.--�------�----- ,20 ��D by . �' ,� -��----..__�. as _V�1.���._----. -_ - (type of autlmrity,e.g.o�icer,trustee,attomey in fad) .- .+ f0� V1�eather Tlte Windows _ _ , _ ,eS Contraotor �I �--- -------- , ------�---------- �--._�....-------._._�..--�--------�-- I (Name of Person) ' � •----- • . (type of authority,...e.g.officer,trustee,attomey in fad) for I����� �__ _ _ ___ + (name of pady on behalf of whom instrument was executed). Personally Known � Produced ID �✓ Type of IID • o� _ _ � Notary S'ignature ___ _` _ __,�c I -A--�_-T-- Print name Spencer Ka ' ----- -��-�--�- ''e"' Eo.•;; SPJ�lCkR Y,ASS � � � . ._—'— 5►4 .��,' !dY i:Otil�vi�SSiC1N 3�'r OSc07�+ � . - ;;;���_= EXr!RES:h�va;�i�sr�,20?i I Ri� SoNed?bru!d.t�ryP��brrUr.dera�•iW_rs _ _, ' I — ,� ���'�cl' � a c .�� �,�� - . ��� � � � �*�,, �� c� �� ���'Trrqt�h� �a� )Ty��, �q � Y€'d' t�1� " I�- @ d �` p� ���� � �,,� � �`" o �C � ,� e � • � ������ , _ .� � � STATE QF o�LO�iDA, C��i���'(�F 6�AS��1 THIS IS TO CERTiFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIG RECORD IN THIS OFFICE WITN S MYHANDA ICI ��'HIS DAY OF 2 � � PAUL S. O'N &COMPTROLLER BY DEPUTY CLERK \ ' � Jack 01/06/17 � City of Zephyrhills Building Dept. RE: Permit Application Hello, Attached is one package for a project in your jurisdiction. Please email or call when ready. Thank you, ��' ��� Jack Abrams PermitCoordinator 813-908-0131 I � � � 1�EATHER Tite� `��`�'�1�1��.� � c! '��...���J �� CGC#1515541 i � � � i i � I I � � ', � 1 I i .� I � ' • ,� 2119 W.Colnmbus I?rive•Tampa,Florida 33607 �� WEATH ER T�te ����Q�� (813)948-0131•C7�2y7�S��$�i•(800)64U-3161 � � �� � I 1 PURCEf A.SE AGREEMET�T THISCONTRACTmadathis �� Dayaf ('�C.+��e�l` ,24,�o byandbetweenWeaihefTiie, �(hereinafterreFerredtoas"Seller")aridName;_�c�,y�-,vi E2C.�S 1 d. �Address. '��t c1 S 1 z4�'�" �- City, �-e.�1�t���L State;�� Zip: "�35 k2- PrimaryPhon�. �i3' 3�~ �qgl SecondaryPhon.e: ErnaiL• Gca�.olg(�'�c� �rv�2.-t'l -Cr.+n� , i(hersinafler refeczed to as"8oyer"�. - . ,Seller agrees to sell,and buyer agrcas fo buy,aft thosa materials and Ishor necessary to instatl the same as set farth in#h�following Specfficatioas and �in accordance with ti�e Terms and Conditions belaw and�vith approximate mcasurements aud specifieations listed on��ribit A and/or Exktihit B. - t w n t „ 1 G 5 s 'c �n �,., � C r µ � � � i 1' 4 � L 2t � • � ' �� Cw,{ t i t ifll, r ,��� I ow•-e, c.la.s,�.-�-r�e�l c'z.c�.ra�. lnv.�a�ti c��, ocvv.�-r�r,��� . (.JG�vll-tc`T'-S-c � I, '4'o G`. ?�1�.� �...„� r\L�..l ZW'i.,l. 4�„R._ �,S—��F-w.�—�s.Li'(.��..t, y""` . � a't.ar`t• �9 � � 1l-C.. ZcS7•=+ti'1C �.C1� 7..+ v8�^'�eti S-� t � y,�o,( f�,y3,� MS' c-�_,�(:'�.��,?�?��t.1�_,�N43*'J.��_r_L,t<-4- r-�,n.r�' 1�t_Ci v-P � '" 4� �GT�'('�'"t.�f. �(� rs/1 ,;.K„4.4ti�1'�'0+�,�1 ._[JiS' / �TGi r17E'"4'.. I V � i XNS?'ALLATIG►N DG►ES NU�`INCL UDE X'A�1V7'3"Nfr riNDlDlt S`7'tlINIrVG � This prrce reflects all trade-ins,s,geeiats and discounts TOTAL CASH PRICE$��� DQWN PAYMENT$�,_...__UNFATD BALANCE$_ (�_�'�� C.O.D.$ A.tv10tJIdT FINANCEI}#$ __i�-t.t;�_IF C12EI}iT,I�t}.OF MONTHB.�i�� '�Subject tv credit approval and eristrttg inferra�t Yates wtth appro l g insttnrifon.Billing Zrv:�. ,_ CY2: � ' � � GREDI'PGARD'` ,_" --,,,--_`�-,`- `�.}ITCARDTYP$ ,*.:�._ _ $XF.L}AT� ._� :-?-. � ._,... .� j l. Anp holder of this cansumar crcdit conlraU la subject m nll clNms end dePmues�vhlch Che deblor cauld assert egelqst�ha sal�er of goods or se�vlces obtained�Suunt herata or with lhe � pmeeeds herCuf.8eeovery hareundet by the dabtotshe$na excad amnvnts peid by tha debtor herwadcz Vcau¢oFpayment d'ucrepaacies to be detrnnined by Weathu'Gte�Ymdo�vs only. ?, Hpyer�recs ta aecept dcliveay of matode7s aNernoBca fram 3alia af tlsa instaYJutian duto.AflctS tSays p3st tSse dnte of Snsinllsdfln if bUyerrefusea to necepi deliYejy,a chazgc af2.SYo por weck sholl ha udded as e Starege fca Howeve,Sallcr sliu�l not bo Itabte far any drlays causcd hy wut,riot,shikes,ects oFf3od,faeWcy de&ces ar alher ceuves 6eyand its aaotmt. i 3. 9uye�oelaiorviedges�hat ho hac mad thLa Agrcemen4 in Fuil,thet it is tha enmpleto egrcament bonvr�n the peRias,end ihatnn nml promise arepr¢senladon uf eny kfnd will be recog��ixsd { bg,rn assazted agains4 SelSea j 9. This agreemtne is for tde benetIt oi;and shat]hebiading vpan,thc pertie3 nnd their�espxtive 6eiss,succesmra end assign4. ; 5. Buyer aufharizrs Seiler to maka fnquides ofot6erp cooceming credit tnfomiatton,�nolud(ng,but not IlmSsr�!a procu�ing cansumer�eports hom cansumer repprting agencles� I 6. Any insWil thpt requires serVlca orcervlres dudng tt�e time ofinstalladan fhat Jos not effecl lhe s�ru¢turel intogriry ofproduots is,nnd Will bq rnnnidared a romplcte instalC and homeo�ma sgrses to gay ip fut!at time of irwfell.AA servlaes will 6e reparted to ofLca,scheduled and snmpleted!n a mnanet suiwble ta the secudry ntservica ss a!t po[ls ate custum and time Is Acuted far mntsufaetvsing.fiomeanneY�it3y wSthtiqid ea nmoturt equal ro esiimaird Grost of corrxBpA£rom finai payraent on1y.Afmuscc r2�acge of 1S%per mnnth or t8°h persnnum�vi13 6e assu+sed an all unpefd baiancrs,6ut not to at any tima oxeeed lha E�tghast Iagai r�te of interesi eUowed.• ' 7. All Dcul RegMeted Commudifles,condas end homeo�meiS'nssoeindon mcmbe�a must assist In appmval oPproductk.Any required epprovals aze tdcSale cesponsibiltry oCthahomeoiwer. &, Huyer Iss61e1y mspflnsible for mnving fumitvm,tcmaving oiui mpincing blinds end nuy alam sy&tems aear ur attached ro aay opeatng[I�at�vo�k fs betng perfomfed.Wenthor75ro lYlndotivs j a$tl not be Pmaneially�pons�la RsC demega afbtich items whaLwaVci:Wa&WerT3ta shal!aot be ycId cesspnnsibta tbr eny damage to furnibua wsdlo�floacs ar ncy otkcc dvnege ineluied j by 8uye,Huyet's home pt prapecry, 9, Both pactSrs agree�hec ony dispute otLSing Ccum O�Is agreement shull be kupt private and con8dentlal and not flled orrccurdad io my publia mord.,The Huyer ugrecs to keep[his trenanq8on aod any issue arisiag hom Uils uunsuetlnn private,wtd ou�to diseuas,publisU urdisseminete eny➢qFnrtneNan wilfiout priur wciUen conscnt vf WeadrerTila�Yndnws.A dispule acising from thE�rnApaatSfia111x hocd by an arbitcamr agad to 6yboth purtia end pa3d Cassoleiy by tlte Baycr. ' 10. 9uy�er will elso 6e respnnsihte for�he paymen[ofaU legat fees,includtng tSiuse Incurced by\VeatfierTik,to any}evet oFwucL � 1 l. The sola exceptfan to binding urbtaaUon sheq be for non-paymeat,iu wh{ch rase WeathnrTlte et It&soia discrot7on may roqurst urSlwAnn or eny o�her meaus uUmved by law. � 12. Any und att bounced ducks ail!be ctiarAed a haunad eheck fee af S30 ur t6e maxSmum smount allowed by[ttw,s6ould a eoattact]isve W go ta coUecttoas buyet shall pey qva times�he ! � � ca4Scetiaa'Ccr{aeurmdaaCenY;�l.ar.�iher.feesL�ciur�d.72Y•SVwttusl3to. _, _ . ti .�. __.., ..,,,., _�.�,,.,,..� _' + t3. tVraiherTiuixnotrespansibicFarrobalrs;tax•e�editsand/oranyaLhar3rdpanypragmms/fncenpvcy, , , ...�_-- I • ..w,':.ba^:�y:'•`.'�r z �,��n � �i BUYBRACKNp1V4EDG�$RkCQI!!TOFi4NL7CPCUT5DCOf'Y�OFTIIISA�RCOM@N7:HUYBltHBitPBYAGRORSTOTHE7'EkMSeC[71}C,(f�p4'f}t��bfTf1ISORD�R � SUYERACKN04YLEt7IIC�S Tfi�RECQI?T OFATRUE COPY Of THIS CON"i'Etl Gt;AlSCLOSUAS.S"E'ATfihSENT,N'ALtitANTtFS,GURRANT$NS,NOTTCS OF RECSSiON OR NOTICE OF CANCBLLATtON. ' ALL CONTRACTS 5 QBJECT TO OFFiCE APPROVAI�.�WEAT�ETtTITE WINDOWS,A D]VISION PF HOLLA.NDEit�XTERIpRS,INC. EF' ,a,j!� �"�t".. BUYER. ��,t��'.� �,¢.�1� SS# �T�" ' BY: BUYBIt � _ SS� ►r�h;,�„_ s�t x�cx cArt i OU,TH Y MAY CAIVCEL THiS TRA.NSACTION AT ANY TiME PR10IL TO MIAMGHT OF TkIfi THIRD BUSINFSS DAY � A�' ATEOFTrIIS TRANSACTION. CANCHLLA.TICIN BYTkCE BUYER.AFTERTHE RIGHTTO RESCIND I�A.S PASSED, t SHAS.L BE DBEMEC}A MATERIAL BREACH C}F THIS AGItHBMENT AND ENTiTLES THE GQI�I'I'RACT{}RS TO DAMAGES EQUAL I TO(33%)THIRTY-THItEE PERC&NT OF THE AGR$BD CONTR.ACT AMOUNT. I DSctHa�tluns N'Altu 031ico letknr.6v,�xr Ptnt::8uytt WC�u�cLt Qlttd ii I i ; o� � ; � ,:�o�„��, .�-:��.. i - —�,•.' ��. � i . - ,� , � City of Zephyrhills � BUILDING PLAN REVIEW COMMENTS I ' �����- Contractor/Homeowner: , �— �—G l� Date Received: � �1 � � � I Site: � s�� � � � vl Permit Type: �Q,UJ�,�CC� �! �i�r�1G(�/�rl / Sl i� ��. D Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ r �l � f` � �v` I � � I I I I I i i � I � i ill This comment sheet sh 11 be kept with the permit andJor plans. , �'� / � 4.�(� ,� � C.i�fM-- Kalvin Swit r— ' er Date Con ctor and/or Homeowner � ! (Required when comments are present) � I III III�I II 11111 III II ill l l lll ll ill ll III II I II I I IIIII IIi l III I ���������� uopt: issose2 xeo: io.00 DS: 0.00 IT: D.00 Permit Number 12��6 f 2d16 �Re�ordiny Aarcef!D Number �1_�-��'{�(�.�(Q.�}���_,�QL�---- lol O T� C E � � C O MI M E N C E M E N T PAUL.4 S.O'NEIL,Ph.D.P.+kSGO CLERK�CQ►�IPTRrJLLER State of FI ida 12����2oi� 0�:�5 �a i of r Coun�ty af�,�---�--�_ OR BK ?*�� FG ���� T�tE U�fDERSIGNED hereby gives notice fhat'►.mprovemenis wfll be made ta certain real properly,and in accardar�ce with Sectioo 713.13 of the Florida 8taiufes,the following informatlon is provided in this N017CE 0�COINMENCERflEWT. �tription of property(�egaf descriptlunJ: t�-2,t�-2�o(��(�_�g4�_���Q. i.Qa 'IStreet(job)Address: 111 •� - --- - ._-- , ��._I�._.. .��.ti"e_e�ze��_ �1~i�l��,3��-1?. ._. ._._ 2.Gpneral descri tion of im rovements: Repiace Size for Size Win''&aws '� � � ~ —� � ��-�- -'-' --- --.. _ � p �--- --�--� ...._. ._._._.. .—. ...��709�(5.. ._. ---�-._. _.-__ . --�--�-- --�-� -._ _._..._._ _. - ...._._. _- -�- ---- --�-__._ .�._.. ._. _ _..._. ner Information or Lessee information iilhe Lessee contracted ior the Impravement: � � � a )Name and address: '���S �G��1��4'�►c� -� n rhi t '�Z„��� �t.._.�.. �.. _l.S.�_. b}Name and eddress of fee simple titfehalder(tf dlfferent than Owner Ilsted abovs) _ � � --- ��� ' -- ----- • ---- .., .__. .._..._.... c)lnferest in prapert!r. awner --��- ---- ---- � ---�� ._.._._ ._....._ ---- ----�- ----� ._.., --- -— �-- �--- -- - �-�---- ..._._._ ._..._. . ontractor�nformatinn ._._._..--- ..... ._ 2)Narrie artd 3ddress: weathar Tlte Windows 2119 W.Columbus Dr.Tampa,FL 33607 � b)Te!ephone NO.. 873-908-q131 ---- ----.-`.`-. __..._.. �__.. �ax NO.:(optional) 813-908-0134 --• --•--- -- ---• --�--•--• . ._._. ._._ ----. _ 5.Surety(if appl(cable,a copy of the paymenf bond is aiteched) � � ---� "-- -"-� - ----- •- •---� a)Name and address: N�A - ---- ..._.._... -. -- - - ---- _. -- b ielephone No.: ---- .. ..._._ --. ,.._._. -----.. ...._.._ ..._.._. ... -- -. .----� -- ---..._. ---- cj Amount af Bond: g � -- ...— ..-- _.- --� ._..�.. __._. - - --- .__. ,..._. 6,Lender - - _..- �-- i �-� ----.... . ._ _. . _..._ a)Name and address: wA --- �--� -..,_ .__. ..---.... ..-� ----- �--�-- -��---� _._ ... � b)7elephnne No.: .___.. .._._...--- - --�- �--� -_.. _......__ ..__.__..----..._.__..,.---._.- �----� 7.persons w�thin#he State of Florida designated by Owner upon whom notices ar other�dacurnenls may be served as provided by Section _ ..._. .._..._ ..---- _--- .,..__. .._._.._..----�- 713�13 t1)(a)7.,Florida Sfatutes; ' a)Name and address: NIA ._.__.. .._.._ ..__. .. ._....-. ---� ----- _- --__..._.._ _.._ -- -. -- .._._._. --- � Teiephone No.; _�._ .. .--- �i — �-- ••-•----� --•-•...—.... Fax No.:(QptionaO ... I S.a.ln addition to himself or har8eif,Qwner designates � � ____.. ..• --_ --- ---� ...._. -- ----•-•� --- --� --- _._ o fo rececve a copy of fhe Lienor's Notfca as provided in Section 713.93(1)(b),Florida Statuies. �� �� � � b)pn�one Number of Person oc entiiy designated by Owner; rVJa, S.Explration date of rtntice af commencement(f�e explration date may not be before the compleiion o€consfruction an�fina! payment to Ehe _ �Vectar hut wi(I be 1 ear From ihe date af rewrdin uniess a dffterent date is s ecified: °----- .Y^ .-�--- �---�--_ �__._..—.._---�..____P�_._}_... zo � 1�IfARN[NG TO OWNER;ANY PAYMEN7S IIAADE BY THE OWNER AF�'ER THE F.XPJi7ATlON QF THE NQTICE(?F COMMEN�EAi�EiVT ARE � i C�NSIqERE�IlNPROp�Pt PAYMEN75 UND��t CtfAPTER 713,PART I,SECYION 773.13,FLORIDA 57ATU7�5,ANU CAN RESULT t�!YQUFt : PAYiNGI7WICE FOI�IMpROVEMENTS T�YOUR PROp�RTY,A NQTICE OF CflpNMENCEMENT INUST'gE RECURDEa�N�1 POSTED ON ; � THE J06 SITE BEFOCt� THE fidRS�' INSPECTION. IF YOU 11�7END TO �BTAIN FIMQNCifJG, CONSt1LT WITN YOUR LEND�R OR AN � ; AT'TORNEY BEFORE CQMMEMClNG WORK OR RECORDING YOUR N4TiCE OF COMMENC��AEhl7. tJnder : -...__��. —_.._.—_..._—_...---�-�----�. : —..—_.—._..--------- -��---- • per�alry ai perjury,!d�dare t6at I have read lhe foregoing not�f commencement artd thaf ihe facts stated there�n are true ta fhe best of my ' knowledge and @elief. -•" � II `� ---..,,,�., �. .. ..�:�_�s +--�---�- ��, �` •�� • �--�- -�---- � ---�- . . �.- - --... •t.__...... .�u.)-�!� �-z�.�... � �i c',-.'�::,.,. (Signal re of Qwner or Lessee,or DwnePs or�.esaee`s'(�iuthoN�ed 0�1e�rNirectorlA�rtne-R4lanager) (Print Name and Provsde Signato�fs T'itte+0fficeJ • -' � ' 7he fore��ing instrument was acknowledged nefore me this _2Q _ __ day of Q���j'' __ ,Z4�(0 ; bY �-� EOA� ....__. as Q.[��� ---.--... _ {type ct aaihority,e.g.offuer,truslee,attomay In[acf} •-- ' ..----_ ..._,._... _. ... • fOt Weather Tlte Windows ' ----�- --...--- - ..----_. _.---�-- ------- -- ,as conlraetor , -- ------ --------•......._.. (Neme�f Persan) ---• - _—. . __-._ _._. .. � (rype of authority,...e.g aNicer,trusteo,attomey in fed) • fior I��.�� _ _ _ {name of party on behalf a4 whom inshument was executed). ; Personall��+Known � Produced!D � Type of I i o� Notary Slgnature __ ..--.�._-- ��_„ ' .. .._....__... �._._____.. ._...._. _. .........._ PfIMf}8f11@ SPencerKa ----.. ._�..._. .__.... ---,.� .-_---- ...---- .._---- � i..,_�f�,—... .__5P;f?C?:R�:A�3 __...........� — •—__..._.___-_-------•-.____._ ....-----__.._-------- ------•- , �,�.�P��`•� •;, 1:��'��:�.{r::.,�<;:`�'�j!.�'�?':+�.� i � �e.a����,ti;••� Cxrlu��.�V•:P-^I:ai �`ZL']1 �. I.`..��$f�r`'�'• i:o'..�:I-.-il:,kr•�y C';i_:Ir!.5,;�� �.��.I �• ___�._. ...__._....._..__..�_..._.__._..._�,. ' ":qwarmnv+r»w..�¢wa.c � a � 1 r.�a y �c��.s �� .��-��. ����h�� T`��� �1�����°� 5k�t�� �h��t i � � � �G� -- $ t£'�'c�c- ,, t2��.�Z ����Ac� 5��� � :ustomeri�amejNumber �'' j`�-�l�s�j — �/�.�`� FLProductApprovai I$'�y�6 � 1�/.3.S��b�� 3 S��Z�S�D� �,,Z�.� :xpasure -��" Size for Size Replacemen . Yes �ia �.:,�--`-"�,,.-„� .,- �� r.J t°UtJC1crJS � 72.�(7 � ,� .-. � 5`t�t rJ ► eUG ""---�..�_.�, �� �1.,/..aSS I��'�S. �Qx 7�� � t C,«���"�' ��� 2����t�4� k ,�-�'` ���� ����� � ��K� ti,,�ir-t'S J A L 1.�. �.+- !� PI �� �' � l� CsS� ���$ ?z,�.�1C 3S7 �2'yC 37�y i+� � � �Z��V�✓ �' ----� � ��X 3� f �� owo�q� � 'i�-v �� U��U�� St� �� S� `g' '4=�4� q�x�o „ ���n,`�` ,� � ,�n sc� 52 x�?�y ���,���G�� .z �c�,�5 Z �; ��"'` �2- �Qa�,y�v �`0�,�'�,., yc"Q-4ipL��.o�0 � Q v �'(9X� �� r tL'�'� �� Sl�D�3 2��'�' �'7"3 �'2�"�C` �„ �, _ ��- � �,, �,ti�. , � � d� �� ��`�"�' � 0$S�tY,n�P ,.�, 1 '� �' � i� � � � � :�"` '►,�'�` ~� � �` � � . �� � � �,�4�� 3?y S� aa � � � ��,,�"' `� S�� �`�-�'3't y q`t-�@ $ 52x / ��� �,,�;�.�'"' z; ,�,,�'L �` �� � �= s��� �� ����$ • �;. ,� q r�. �." �,�{ ,� �+� z=� 3�i ��- � " . ���x � ��``� � �=���� ' - - - - <., ,���a�,' n o „,� �� - --- - - —__--- - _ __ ` " ' "' ____" _" _' _' __'" ' "�J � I ... ---- ' -- - _ - � - - � - --�� - - - - � j 4,��.����Z i i " , � j . �� l ~� llf = : ° o e . ' - � e ��.. , � BCISHome � LogIn � UserRegistra[lon � HotTopics � Submlt Surcharge � S[ats&Facts � Publlcations � FBCS[aff I •BCIS'SlteMap ,� Links, I Search .� I � Florida ' tl � '�' `:: Product Approval �' �` uSeR:Public User r.`r'���`�aa�4m I Product Aooro val Menu >Produc[or Aoolkation Search >p,pollcation Llst >Appllwtlon DeTall . . FL# FL1844-R22 � Appliwtion Type Rev(sion iCode Version 2014 ! Application Status Approved *Approved by DBPR.Apprwals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. �i� Comments ; Archived L 1 Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 d ruark@pgti ndustries.com � Authorized Signature Jens Rosowski j rosowski@ pgtindustrles.com Technical Representative ]ens Rosowski Address/Phone/Emall 1070 Technology Drive i, Nokomis,FL 34275 (941)486-0100 Ext 21140 j rosowski@ pg ttnd u stries.com Quality Assurance Representative Address/Phone/Emafl � I Category Windows Subcategory Horimntal Slider Compllance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE �✓� Validation Checklist-Hardcopy Received IREferenced Standard and Year(ofStandard) Standard Year I AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.5.2/A440 2008 ASTM E-1886 2005 � ASTM E-1996 2012 � ASTM E-283 2004 I ASTM E-330 2002 i Equivalence of Product Standards Certified By I iProduct Approval Method Method 1 Option A Date Submitted OS/24/2016 Date Validated 05/25/2016 ' ' Date Pending FBC Approval Date Approved 05/30/2016 Summar of Products FL# Model,Number or Name Description 1844.1 HR-210 Aluminum Horiental Roller Window with Slip-On Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1844 R22 C CAC Certiflcations 210.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No Ol/10/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1844 R22 II HR210.{Ldf pressure,size and anchorage informatlon. Verified By: A. Lynn Miller,PE 58705 Created by Independent Third Party; No Evaluation Reports FL3844 R22 AE HR210 Eval�ation.odf Created by Independent Third Party: No 1844.2 HR-410 V1nyl Horimntal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1844 R22 G CAC Certifications 410.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No OS/17/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructlons for deslgn FL1844 R22 II HR410.�df pressure,size and anchorage informatlon. Verified By: A, Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R27_ AE HR410 Evaluation.odf Created by Independent Third Party: No 1844.3 HR-510 WinGuard Viryl Horimntal Sllding W(ndow Limits of Use Certi£cation Agency Certificate Approved for use in HVHZ:No F 1844 R7 A . . rtlfi ationB-HRS10.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/17/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for desfgn FL1844 R22 II HRS10.odf pressure,size and anchorage informat(on. Verified By:A. Lynn Miller, P,E. 58705 Created by Independent Th(rd Party: No Evaluation Reports FL1844 R22 AE HR510 Evaluation.odf Created by Independent Third Party: No 1844.4 Hf�2710 Premiere Viryl Horia�ntal Roller Limits of Use Certi£cation Agency Certificate Approved for use in HVHZ:No FL1844 R22 C CAC CertiflcatfonB-HR2710.�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/18/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructfons for design FL1844 R22 II HR2710.odf pressure,size and anchorage informatlon. Verified By; A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R27_ AE HR2710 Evaluatlon.odf Created by Independent Thlyd Party: No 1844.5 Hf�2810 Premlere Viryl Horizontal Roller Limits of Use Certi£cation Agency Certificate Approved for use in HVHZ:No FL1844 R22 C CAC Certiflcatlon8-HR2810MI.�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/18/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for desfgn FL3844 R22 II HR2810.odf pressure,size and anchorage informatlon, Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Thlyd Party: No Evaluation Reports FL1844 R22 AE HR2810 Evaluation.ndf Created by Independent Third Party: No 1844.6 Hf�5410 EnergyVue Vinyl Horimntal Roller Limits of Use Certi£cation Agency Certificate oved for use in HVHZ:No FLi844 R22 C CAC Certiflcation 5410 HR.odf Approve oros H2:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/il/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructlons for deslgn FI 1844 R27_ TI HR5410.odf pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Third Party; No , ` � i , Evaluation Reports � �1844 R22 AE HR5410 Evaluatlon odf Created by Independent Third Party: No 1844.7 HF�5510 WinGuard Vin/I Horimntal Roller � Limits of Use Certification Agency Certificate i Approved for use in HVHZ:No F �844 R CAC rtifi ation SS10 HR,{rlf �� Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 12/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructlons for deslgn F�1844 R22 II HRSS10,,odf pressure,size and anchorage informatton. Verlfled By: A. Lynn Mlller,P.E. 58705 Created by Independent Thlyd Party: No Evaluation Reports � FL]844 R22 A HRS 10 val ia io�,ndf � Created by Independent Third Party: No i � I 6ack Next iContact Us ;: 2601 Blair Stone 0. oad.T allahasree FL 32399 phone:850-467-1624 �I The State of Florida is an AA/EEO emplo yeG Coo vrlaht 2007-2013 S[a[e of Florida. ; Privacv S[atement ;A «ibilit v�tat m n[ Refund Statemen[ � Under Florida la w,emall addresses are publlc records.If y ou do no[w ant y our e-mall address released In response[o a publlc -records request,do not send � electronic mail to thls entlt y.Instead,contact the ofFlce b y phone or b y[radiUonal mall.If y ou ha ve an y questlons,please contact 650.487.1395. 'Pursuant[o Sectlon 455.275(1),Florlda Statutes,effectiv e October 1,2012,Ilcensees Ilcensed under Chapter 455,F .S.must pro vlde the Departmen[wl[h an emall address tf they ha ve one. The emalls pro vided ma y be used for officlal communlcatlon wI[h the Ilcensee. However email addresses are publlc record.If y ou do noc wish to supply a personal address,please pro vlde the Departmen[wlth an emall address whfch can be made a vailable to[he publ(c. To determfne If y ou are a licensee under Chapter 455,F .S„please cllck here , Produet Approval Accepts: � � � eCM1xk � � Credit Card Safe �� i I i� I i - � - --- --------- - ----2 ANCHORS @ 8'MAX.O.C,IF THE WINW W BUCK�HEIGHT�IS 83'-OR LESS.----------=------ -- � ----- ----- ------ - - - - ---—--- - - -- 4 ANLHORS @ 4'MAX.O.C.IF THE WINDOW BUCK MEIGHT IS OVER 63' � 19'MAX_O.C.IF THE WINDOW BUCK HEIGHT IS 63'OR LESS. MAX.BUCK WIDiH SEE TABLE 1 ----� - 14'MAX.O.G.IF THE WINDOW BUCK HEIGHT IS OVER 83' 8. 18.94' MiU(.BUCK WI�TH � MAX. MAIC O.C. -�{ B,SEE SEE TABLE 1 MAX.9UCK WIDTH SEE TABIE 1 B.SEE � �2,53• I O.C. � SHEEf3 �__� � SHEET3 MAX.O.C. D,SEE SHEET 4 ' :-. . . 1 ; ----- ---- . . . . . . . ' • •. q• 1 - - -- MAX. - '� .� O.C. 76.66' 1' MAX. % % � % % �T % % % o.�. ; MAX.BUqC � MAX BUCK / / / � { HEIGHTSEE / �/ MAX.BUCK / � HEIGHTSEE ; { � ' TABLE 1 HEIGHT SEE TABLE t '�� � - TABLE 1 - _ - r - - I ! � I � 1-- A,SEE � A C,SEE � , C A,SEE � ' � A SHEET X 0 � SNEE4- X O SHEEf X O j X ,_ — — -- --— .� - -- ' 8'MN(. �'I N— �B � MAX. ��� � 4' . . D . . -� 8.�._� �_ B � 7 8'MAX. MAX.O.C. 2-718'MAX. 8'MAX. — t 7&3!4'MAX.O.C. - �- ! ELEVATION FOR TYP.EQUAL LEG/BOX ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEG/BOX � &FLANGE FRAME, XO CONFIGURATION,OX&XOX SIMIIAR �FLANGE FRAME.XOX C�NFIGURATION XO CONFIGURATION,OX SIMILAR MAK SASH WIDTH=30.38' l MAX.FIXED LITE(BUCK WIDTH-[2 X SASH WI�THn=59.28' � [ GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT, T���� r VINYL HORIZONTAL ROLLER Window Buck 3ize Reini. �m9n Pressure Certificadon � Configuratfon ��� + CAR Num6er ' , i)THISPROOUCTHASBEENDESIGNED8TESIEDTOCOMPLVWITHTHE W�dih Hetght ( JPSf {-�P6f � � I RE�UIREMENTS OF THE FLORIDA BUILDINGCODE. �S" H4" XO/OX R7 60,0 $O.O 'IJO-1044 2)ALl WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X �5" 5¢" �IOX R� ES.O 70.0 �90-1043 � INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECRV TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK 7S" F1S° XA/OX R3 FO.O SO.O �9�'��2 r OR GRFATER 7X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO � PROPERLY TRANSFER lOADS TO THE STRUCTURE WOOD BUCK DESIGN AND 75" 72� XO/OX R4 6$.O 7U.0 190-1041 i INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR �20" 63" XOX i/41/2-1/4 ARCNITECT OF RECORD,(AOR} � , R3 b0.0 �.0 190.1045 i 3)ANCHOREMBEDMENTTOBASEMATERIALSHALLBEBEYONDWALL 9Z" B3° XOX(�/3-'I/3-'I/3� } DRESSINGORSNCCO.USEANCHORSOFSUFFICIENTEMBEDMENT �QO° 83' XOX(1/41/2-1/4) { INSTALLATION ANCHORS SHOiJLD BE SEALED.OVERALL SEPLINCarFLASHING R4 65.0 70.0 180-1 D73 SIRATEGY FOR WAlER RESISTANCE OF IN8TALLATION SHALL BE DONE BY Q2° 63" XOX(1/3-1l3-1/3) � OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ' 4)MAX 1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE ,.� �l j•,� j�'��i� � PRODUCT IS NOT FLUSH TO THE SU9STRATE.USE SHIMS CAPABLE OF � �\�;���� t��`��= '' ;.? 'i, TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST�E � V� ''`E --SUFFIGENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE �'�� `•G�� .%� % � , WINDOW. ' ••��i • :- i � VINYL HR WINDOW FPA(NON-IMPACT) � 12/13/14 ' . . ��" '�� , �_ � 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 70 RESIST TNE �1_ y WIN�LOADS CORRESPONDING TOTHE REWIRED DESIGN PRESSURE.THE � � - • 331/3%STRESS INCREASE HAS NOT BEEN USED INTHE OESIGN OF THIS o GENERAL NOTES&ELEVATIONS nm J ROSOWSKI ; \�' ����IS . yV_' ! PRODUGT.THE 1.6 LOAD DURATION FACTOR WAS USED FORTIIE EVALUATION '� • S.a�` '�'`��` 'i � ; �° • - _..;pP. �%+;� OF ANCHORS INTO WOOD.ANCHOFtS THAT COME IMO CONTACT WITH OTHER o '���,c�. ::._;, � i ', DISSIMILAR MATERIALS SHALL MEET THE REW IREMENTS OF THE FLORIDA CERT.OF AUTH.il29288 � � �� .��,.; y '�i�� � I BUILDING CODE FOFt CORROSION RESISTANCE. ; >= '"��';='`'��� � 1070TECHNOLOGYDRIVE � �o ' •i;,,,,,,;� N.VENICE,FL 34275 •+ '� c� . ' A.LYNN MILLER,P.E. j (941}480-'I600 � HR-5410 ° NTS � 1 OF 4 o g FPA-5410.0 �z p Eb yg�a5 € � C I TABLE 2:ANCHORS INSTALLEDTHROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH IN7EGRAL FIN ; Anchw g��ye Min.Edge �in.Embedment Anchor Substrate Mfn.Edge M1rt � � Qistance Didance Embedment , i #t0 SMS P.T.Souifiem Pine(SG--O. 6" 13/8" 2-tl2"x 137"Common Nail p T Southem Pine(SG=.55) 9/16' 2-7115 REINFORCENT TYPE A � (steel,18-8 S.S. Steel,A36 318" 0.050" Max.DP of 50.0 � or 410 S.S.) Steel Stud,A653 Gr.33 318" 0.0346"(ZO Ga.) 2-1/2"x 131"Wngshank Nail P T.Soulhem Pine(SG=.55) 9/16" 2-7116' � Max.DP of 50.0 Aluminum 8083 T5 3!8" 0.0773" 74 Ga. 2.1/2^x 145'Rooflng Nail P.T.Southem Pine(SG=.55) 9/16" 2-7l16' ��—�, tt12 SMS P•T.Sauthem Plne(SG=0.55) 9/16" 1�3/B" P T.Southem Pine(SG=.55) 314° t�18" r/ I`I4 st�l,18-8 S.S. Steel,A36 3I8" 0.050" #10 SMS qluminum,6063-TS 3l8' 0.0713°(14 Ga.) � �1 � Steet Stud,ABS9 Gr.33 3f8" 0.0346"(20 Ga.) (steel,18-8 S.S. a 410 S.S.) or 410 S.S.) Steel Stud,Gr.33 318' 0.0346"(20 Ga.) REINFORCENT TYPE B Aluminum,8063-T5 3/8" O.Q713" 14 Ga. St�l,A36 3/8" 0.050" 3H6"UNracon P.T.Southem Pine(SG--0.55) 7/18" 73/8" (steel) Cancrete(min.285 ksi) 1^ 1�18" { Max.DP o(60.0 Ungmuted CMU,(/�S�VI GB�� 2-1/T �'��4� ANCHORNOTES: � ! P.T Southem Pine(SG=U.55) 1" 13/8" TABLE 4:REINFORCEMENTTYPES lr-1� � 1/4'UIU2C0� Concrete(min.2&5 ksi) 1" 1-3�4" 1)'UNGROUTED CMU°VALUES MAY U (512E1) U11gt0UtEd CMU,(AS1N1 C$0) 2-117' �.q/q" BE USED FOR GROUTED CMU �te�ntorcement � arPucnnoNs. Vent MeeUng REINFORCENT TYPE C t Cancrete(min.285 ks 2-1/2" 1-3r4" Level i P.T.Souffiem Pine(SCi=�.55 1" 13/8" 2)PANHEAD,Fwrtten�ok _ (4sides) RaB (� � 114"C(BtE�'IBX Conaete(min.3.35 ksi) �" ��q^ HEXHEAD ARE ACCEPTABLE. Rl A D �j I I t (410 S.S.) U��OUtBd CMU,(ASlM C-90) 2-1/2" 1-'ll4' 3)ANCHOR LENGTH TO BE SO THAT RZ A E I�l I ii Concreta min.3.35 ksi 2-1l7' 1-3�4" A MIN.OF 3 TNREAOS EXTEND R3 B E � �� k Conciele min.3.275 ksi) 1-1l2" �3/g" BEYOND THE METAL SUBSTRATE. R4 � F REINFORCENT TYPE D ; 1/4"Aggre-0ator P T.Southem Pine(SG=0.55) 1" 1�/8" (18-8 S.S.) Un �uted CMU. STM G80) 7' � 1-1l4" � —+{ 3/4'NOM. � —�{ 3l4'NOM. � —�{ 7!B'NOM. � —� 718'NOM. � � I I I REINFORCENT'fYPE E 1, 1/8°ANNEALED OR 3116"ANNEALED OR j TEMPERED GLASS TEMPERED GLASS 5l16"A!A P1B � 5/16"AIA PVB � 1/2^AIR SPACE 3/8"AIR SPACE 7l16"AIR SPACE 3/8'AIR SPACE � � 1/8°ANNEALED OR � 3H6°ANNEALED OR 1/8"ANNEALED OR 3l18°ANNEALED OR � TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS � TEMPERED GLASS� i REINFORCENT TYPE F DURASEAL, DURASEAL, DURASEAL, � �URASEAL. ` SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER_. ; � OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL XL EDGE XL EDGE XL EDGE XL EDGE `--� ----- ( GLAZING IYPES � 4 ..��„ .., .�� t \ • �.•�{ ' ,;!q �i � ce-n000R' _�����- ' � t' � DOW-7B1 PVB INTERLAYER MANUFACTURBD BV DUPONT INC.(AKA KURARAY AMERICA,INC.) �,` j SILICONE � _ " -� ._ ? n _4:..c, � � VINYL HR WINDOW FPA(NON-IMPACT) 0 17J13l14 = � � Q vr NOM.cv�ss -- ' — BITE NP. � E�R o GLASS/ANCHOR OPTIONS om J ROSOWSKI = '� � E �° � � �,_ � � � � .m �� . �TnJy^;`'` ��/.: �m� ��• CERT.OF AUTH.829296 N N y � �.Yr J��.,� i TYP.GLAZING DETAIL 1070 TECHNOLOGY DRIVE � � 'o ` ��::�•�•``� ; N.VENICE,FL 34275 � � a . '� HR-5410 � NTS r 2 OF 4 �° FPA-5410.0 �= A LYNN MILLER,P.E. � (941}480-1600 ,� o s P.E.#58705 � L EDGE DISTANCE - I i EMBEDMENT ' _/ �� � INS7ALLATION SASH WIDTH SHOWN FINJGE � FRAME �l THROUGH THE � ��TA��� i SHOWN � �—� FRAME,INTO THROUGH 1X �' EMBEDMENT METAL BUCKSTRIP �-�� � ��❑o OPERABLE � EpgE � SASH � o .�' j � � DISTANCE + �a � _ a- a � -- FIXED � :- � � ❑ ���� I �� � u� � /// f � � - �'�� �-�.,�/ ' r ; I � L�p � o o � � � ��� � � ocL��L� � EXTERIOR � a7 S ! �`�E � EQUAL � FRN�IE LEG BUCK �' / SHOWN I BUCK WIDiH � - FRAME � HEIGHT SHOWN { �aioR - HORIZONTAL SECTION A-A XO � a � OPERABIE �oX&xoX S�M��R> t SASH � i ! a � INSTALLATION NOTES: � 1)SEE SFEET 1 FOR SPACING REQUIREMENTS. � I SUBSTRATEERE�U REMENTS FOR ANCHDRAGE AND � � 3)MAX.BHIM THICKNESS TO BE 1/4' � 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES i II ONLY AND MAY OIFFER TO MEET DESIGN SHOWN REQUIREMENTS. (_� r INSTALLED 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREAlE � �� �f DIRECTLY TO OTHER FRAME TYPES. F SUBSTRATE t .�tit��i;�;. � EQUALLEG 1 � •�� I.Y�:Fi; ��'�. FRAME I ;�� r•.C� ."�:i n i � SHOWN EMBEDMENT <��v ��r.E�!S� ,`'? ' E `� •�. �.- % � _ , ;.c '� u � VINYL HR WINDOW FPA(NON-IMPACT) 0 1?J13/14 _ " . ��'' "f'���� - -�� EDGE DISTANCE s ` - � �—_ '�- o FLANGE 8 EQUAL-LEG/BOX FRAMES o� J ROSOWSKI ;-� .. �o,I S ��;` VERTICAL SECTION B-B -" "�`� `T���� �=�J� ° � �a '^; �c�;�:�': ' CERT.OFAUTH.i129298 � p , ^•• „ •%C1i �v ^�_ i�!'�n�rY \��. 1070 TECHNOLOGY DRIVE � �o , ,�„ �� � N.VENICE,FL 34275 � _ c: . � A,LYNN MILLER,P.E. I (941}480-1600 � HR-5410 � NTS r 3 OF 4 �< FPA-5410.0 �z p,E.ft 587a5 � I �- EMBE�MENT � � EDGE J-CHANNEL � �- DISTANCE FRAMESHOWN ��� SASIi WIDTH --�{ � IEDGE OISTANCE � -- ���] � � I 1 � OPERABLE � T , � INSTALLATION � -- o �SH o � I � THROUGHTHE � � �I i ,� �y � IN7EGRALFIN, � Q� - �n 11 I � Ir� INTO METAL � � I 'EMBEDMEM' I i a FlXED � � ❑ I 1/ I I . ��� LITE � �� I I - : � ,. _ fl I � ; F�xEo , . � o � n � � ' LITE ""' - t i o o I ; J-CHANNEL ��Q � Q �I 1 INTF NRAL i I � FRAME Op �� p ' `I SHOWN EXTERIOR FRAME I � ` � SHOWN �� \ % HEIGHT EXTEPoOR BUCK WIDTM , OPERABLE HORIZONTAL SECTION GC(XO) � i � SASH (OX 8 XOX SIMILAR) I � i D ` i a i�'� INSTALLATION NOTES: i ,� 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. .-1 2)SEE TABLE(S)ON SMEET 2 FOR ANCHORAGE ANO ; SUBSTRATE REQUIREMENTS. � � r+� I � I 3)MAX.SWM 7HICKNESS TO BE 1/4" ! i I '� �I y I � FlXED 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ; ONLY AND MAY DIFFER TO MEEf DESIGN i I �'�j �i ��� �� U� REQUIREMENTS. i � I ' I� S)FIN AND10R FLANGE h1AY BE REPdOVED TO CREIITE � ' J U OTHER FRAME TVPES. ;_C U ! �_ o � O FIN ; FRAME ��o i __�__ SHOWN EXTERIDR ( INTEORAL INSTALLATION THROUGH � , t 1;�����I , ` FIN '� C�C�. THE FRAME,INTO METAL ��`� ��'i!'d J•�; ".� k FRAME � � �EpGE DISTANCE ��,,Sv SHOWN (JAMBSHOWN,HEADB ^• _�.�=. __� SILLSIMILAR) � � � -� EMBEDMENT ' " '' S \:_r;�y':'r � i ;`VINYL HR WINDOW FPA(NON-IMPACT) 0 12l13/14 . ' - ; �j �:� VERTICAL SECTION D-D o J-CHANNEL&INTEGRAL FIN FRAMES om J ROSOWSKI "`� IS . ;:';; Jj � - 577.(:: . ?�- I . .Q F�r.'�'n."- ',L' i CERT.QF AU7H.#29296 N N� ^`J,�`,, , y:.• 1070 TECHNOLOGY DRIVE ' ' - "'r` ''� '( N �o ��;��•` N.VENICE.FL 34275 m v t+ ' A LVNNlAILLER,P.E. j (941}480-1600 N HR-5410 ,� NTS N 4 OF 4 o i FPA-5410.0 �z p,E.11 58705 � } . - �� � �. - - �ef � � � e + ' e C ' ! : " 1 . @ ��i��iiiiiitiil� ''�� ' `� BCIS Home � Lag In � User R eglsV atlon � HotToplcs � Submlt Surcharge � Sta[s&Facts � Publlcatlons � FBC S[aff � BCIS Slte Map � Llnks � Search � Florida! eee���►►► v � ��i '�!Product Approval USER:Public Use� �'zrma:�tia�k � � f.r r ;jn iin I � Product Aooro val Menu >Product or Aoollcatlon Search >Aoollcatlon Llst >Appllcatlon Detall i . . FL# FL1435-R18 IAppllcation Type Revlsion I Code Verslon 2014 Appllcation Status Approved *Approved by DBPR.Apprwals by DBPR shall be reviewed and ratlffed by the POC and/or the Commissfon if necessary. Comments Archived U � Product Manufacturer PGT Industries Address/Phone/Emafl 1070 Technology Drive North Venice,FL 34275 'i (941)486-0100 Ext 22318 d ruark@pgtlndustries.com Authorized Slgnature Jens Rosowskl ' jrosowski@pgtindustries.com I Technlcal Representative Jens Rosowskl ; Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@ pg tlndustries.com quallty Assurance Representative � Address/Phone/Emall I i Category Wlndows Subcategory Single Hung Compliance Method Certiflcatlon Mark or Listing Certlf(cation Agency Keystone Certlffcations,Inc. Valldated By Steven M. Urlch,PE �� Valldation Checklist-Hardcopy Received REferenced Standard and Year(of Standard) Standard Year � AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 , ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 � ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 � ASTM E330 2002 I i Equlvalence of Product Standards � Certlffed By i � Product Approval Method Method 1 Option A � I Date Submftted OS/24/2016 � Date Validated OS/25/2016 DatePending FBCApproval Date Approved OS/25/2016 Summar of Products I, FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std. Meeting F�il, inc. Pass-Thru) ' Limits of Use Certification Agency Certificate Approved for use in HVH2:No FL1435 R18 C CAC CertificationB-SH2O0.p� 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 Installation Instructions for deslgn FL1435 R18 II SH-200.odf pressure,slze and anchorage Information.The Pass-Thru version Verified By:A. Lynn Miller,PE 58705 was not tested for w ater infiltratlon. Created by Independent Third Party: No Evaluation Reports FL1435 R18 AE SH-200 E�eluation.pdf Created by Independent Third Party: No 1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting f�il) Limits of Use Certifcation Agency Certificate Approved for use in HVHZ:No FL1435 RSS C CAC Certificatfon 200HDodf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No ' Ol/08/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installatfon Instructlons for design FL1435 R18 II SH-200HDodf pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R18 A SH-700HD �al iation.odf Created by Independent Third Party: No 1435.3 SH-400 Vfnyl Single Hung Window Limits of Use Certi£cation Agency Certificate Approved for use in HVHZ:No FL1435 Ri8 C CAC SH-400 Certiflcatlons.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No Ol/21/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installatlon In'structlons for design FL1435 R18 II SH-400c.odf pressure,slze and anchorage fnformation. Verified By:A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R18 AE SH-400c Evaluation.�df Created by Independent Third Party: No 1435.4 SH-500 W1nGuard Viryl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R18 C CAC Certification8-SHSOO.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2018 Design Pressure:N/A Ynstallation Instructions Other:Please see the Installatlon Instructions for design FI 1435 R7 8 II SH-Sooc.odf pressure,size and anchorage Information. Verlfied By:A. Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R18 AE SH-SOOc E�sluation.odf Created by Independent Third Party: No 1435,5 SH-S00 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certifieate Approved for use in HVHZ:No FL1435 R18 C CAC SH-800 Certfflcation.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 Installatlon Instructlons for deslgn FL1435 R18 II SH-800c.odf pressure,slze and anchorage information. Verlfied By:A. Lynn Mfller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R18 AE SH-800c Evaluation.odf Created by Independent Third Party: No 1435.6 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R18 C CAC SH-5400 Certification.odf :Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2018 Design Pressure:N/A Installation Instructions FL1435 R18 II SH-5400.odf � i � Other:Please see the Installation Instructions for deslgn VeriFled By: A. Lynn Miller,P.E. 58705 � pressure,size and anchorage information. Created by Independent Third Party: No � Evaluation Reports � FI 1435 R18 A SH-5400 �el ia fon;odf � Created by Independent Third Party: No i �� 1435.7 SH-5500 WlnGuard Vin/I Single Hung Window ILimits of Use Certification Agency Certificate I Approved for use in HVHZ:No FL1435 R18 C CAC SH-5500 Certification p�f ' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 10/01/2018 Design Pressure:N/A Installation Instructions I Other:Please see the Installation Instructions for design FL1435 R18 II SH-SSOO.ndf ' pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 ' Created by Independent Third Party: No IEvaluation Reports I FL1435 R18 A �H-5500 �el iation.�f Created by Independent Third Party: No I 6ack Next IContact Us ;; 2601 Blair Stone R oad.T allahassee FL 32399 phone:850-487-1824 , The State of Florida Is an AA/EEO emplo yer Coo vriaht 2007-2013 State of Florida. ; Privacv Sfa[ement ::Accessibilit v Statement : Refund 5[a[ement � Under Florida la w,email addresses are public records.If y ou do not w ant y our e-mail address released In response to a public -records reques[,do no[send electron(c mail to[hls en[i[ y.Ins[ead,contact the o(Flce b y phone or b y hadltional mall.If y ou ha ve an y questlons,please contac[850.487.1395. *Pursuant to Section 455.275(1),Florida S[a[u[es,effectiv e October 1,2012,licensees Iicensed under Chapter 455,F .S.mus[pro vide the Departmen[wi[h an emall address if they ha ve one. The emails pro vided ma y be used for official communtcatlon with[he Iicensee. However ema(I addresses are publfc record.If y ou do no[wish to supply a personal address,please pro vide the Department with an email address which can be made a vallable to che public. To de[ermine if y ou are a licensee iunder Chap[er 455,F .5„please dick he[�. IProdud Approval Accepts: i � � eCheck � I Credit Card , � Safe , � I , � � � � --------- -- - - -- -- ---MAX.BUCKWIDTH— - - -- -- -- - - _--- MAX.6UCK WIDTN SEE TABLE 1 -- — - ------- --- --- --- � SEE TABLE 1 � ZB' MAX.BUCK WIDTH __ ' 2B' 12" . -� MAX. � SEE TABLE 1 D.C. 2'MA)L �Z• � M�• I�' 6,SEE M��-- D,SEE --+-1 :-�- 4'MAX.O.C. � B,SEE Mq� � O.C. � SHEET3 SHEET4 SHEET3 A,SEE j" SHEET 3 �Y MA%. C,SEE A,SEE 12,� �_ SHEET4 J SHEE?3 � / , 1 17.86T MAX.O.G / � / i _L � 17.8TAX.O.C. � / I I � MAX.BUCK I � -L 4,MAX. � � I MAX.BUCK i � HEIGHT SEE ' O.C. FIEIGHiSEE T T��� ! MAX BUCK � TABLE 1 � + HEIC�iTSEE X X 10'MAX.O.C. O � TABIE 1 - I -� j_ � _ -i- i /- ! 13.7)3'MAX.O.C. 10'MNC.O. / { ,/ X Q .-,�� r � � A� / A 1, 3.T73'MAX.O.C. j 1 � � s-iM�rnax. / s-�n•rnnx � B NOAt�HORSATSILL � 8 NOAIJ(]10RSATSILL D���------- 2'MAX. -+�{ �+- ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME. ELEVATION FOR TYP.EQUAL LEG FRAME, pROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION fSIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONSI (COTTAGE SIMILAR) ! TABLE 1: i GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Wtndow Buck Slze Reinf. DeslGn Pressure Certification � VINYL SINGLE HUNG WINDOW Width Height �figuration Level t+)psf (_)p� (CAR)Number I 1)THIS PRODUCT HAS BEEN OESIGNm 8 TESTED TO COMPLY WITH THE �� 63" EQl18I-Ili6 R4 SO.O �O.O 'I9O-'I O�IZ REqUIREMENTS OF TNE fLORIDA BUILOING CODE �" 62" EQU01-II�B SHAPES MAY BE USED BY j INSCRIBING THE SHAPE IN t 2)ALL WO00 BUCKS LESS THAN 1-1f2'THICK ARE TO BE CONSI�RED 1X 36" 62" Std.PfOVI@W R4 50.0 50.0 1J0-102� A BLOCK AND OBTAINING ( INSTAWITIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY �• s�-JI�G° CUSIOfiI SBSA DESIGN PRESSURES FOR � TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER. THAT BLOCK SI2E FROM ( 7X ANO 2X BUCKS(WMEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" �" Equal-lite THE TABLE ON THIS SHEET. ( LOAOS TO THE STFiUCTURE WOOD BUCK DESIGN AND INSTALU1TlON IS hE � RESPONSI8ILITY OF THE ENGINEER,(EOR)OR ARCHRECT OF RECORO,(AOR). 52-1/8' 84" Std.ProView R'I SO.O SO.O 1�-7021 s 52-1/8" 91-13/18' Custom Sash ' 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING 1.( OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 5P-1/$° 84" EquaNite I ANCHORS SHOULD BE SEALED.OVERALL SEALINGlFLASHING STRATEGY FOR WATER RESISTANCE 6F INSTALI.ATION SHALL BE DONE BV OTHERS AND IS 52-1/8' 84" Std.ProView R2 65.0 70.0 'I90-1026 i BEYOND THE SCOPE OF THESE INSTRUC710NS. 5Z-'I/B" 91-13/16" Custom Sash �1����i!i!� i 4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE ���,+�� '�i'�??;r,`'`�;� � PROOUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF `;;,�a��� •"' ••'':� !- TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTNERS,MUST 6E __ - J"=�"`Q-' , 9UFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. � � •?;-��.- j �VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 .� `' ''�'�`-"�'�' _- � 5)iHE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST 7HE . - - I WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE � ` s- t 33-7/3%STRESS INCREASE HAS NOT BEEN USED IN iHE OESIGN OF 7HIS � GENERAL NOTES 8 ELEVATIONS o c�'` J ROSOWSKI �. . G���o �� J � PRODUCT THE 1.8 LOAD DURATION FACTOR WAS USED FOR h1E EVALUATION OF � � b+'�= � , •��Ji.�^ F ._ .- 5�:.. U� � ANCHORS INTO NlOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 'o , "�;,�p_, DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTFi.q29298 a � ,c •^`, i BUILDING CODE FOR CORR0.SION RESISTANCE. � ;� ,��.`'•i���r.' %�`'.� \ � 1070 TECHNOLOGY DRIVE g !`1�:'-.,;.� i � a ;ir�. � ., i N.VENICE,FL 34275 � - A LYNN MILLER P.E. (941}480-16� � SH-540D � NTS � 1 OF4 �� FPA-54D0.0 �z P,�y��os ' i 1 � � TABLE 2:ANCHORS INSTALLEO 7HROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGf7AL FlN Anchor Substrate �in.Ed� Min. Anchor Sub�rate d11n.Edge Mln. I Disfance Embedmerrt Distance Embedment #10 SMS P.T.Southem Pine(SG--0.55) 7/16" 1 8" 2-112"x 131"Common Nail p T.Soulhem Pine(SG=.55) 9/16" 2-71�G (steel,18-8 S.S. Sted,A38 3l8" O.OSQ' Max.DP ot 60.0 or 410 S.S.) Steel Stud,A853 Cic 33 3/B" 0.0346"(ZO Ga.} 2.1/2'x 131'Rfngshank Nail P T.Southem Pine(SG=.55) 9/16' 2-7l15 � Max.DP of 50.0 Aluminum,8083-TS 3/8" D.0713" 14 Ga, 2_1!2"x 145'RooAng Nail P T.Southem Pine(SG=.55) 9/16" 2-7/16' ! #12 SMS P•T Southem Pine(SC�0.55) 9(18" 1�8" P T.Soulhem Pine(SG=.55) 3/4° �-318" �� Sled,A36 3/ff 0.050" #10 SMS : (Steel,788 S.S. Aluninum,6063-TS 318" 0.0713"(14 Ga.) ; Steel Stud,A653 Gr.33 3/8' 0.0348"(20 Ga.) (steel,18-8 S.S. or 410 S.S.) Steel Stud,Gr.33 3/8' 0.0346"(20 Ga.) j Aluminum.6063-T5 318" 0.0713" 74 Ga. w 4�0 S.S.) 3/16"Ultracan P.T.Southem Pine(SCx-0.55) 7/18" ��g^ Steel,A36 318' 0.050` � steel Canerete min.2.85 kei t" 13/8° � � � t � WINDOW SHAPES AS SHOWN BELOW OR ' Max.DP of 50.0 Ungrouted CMU, S7M C�0) 2-1/2" 1-1I4' ANCHOR NOTES: SIMIUIR,MAY BE USED BY INSCRIBING THE SMAPE IN A BLOCK AND OHTAINING DESIGN � P.T.Southem Pine(50=0.55) 1" 1�IB" GE-77000R pRESSURESANDANCHORAGE FORTHATBLOCK I 1/4°UI12C011 Cw�crde(min.285 ksi) 1" �$/q" �)°UNGROUTED CMU'VALUES MAY DOW-791 SIZE FROM THE TABLE ON SHEET 1. r BE USED FOR GROUTED CMU SILICONE (SIEPa) Ungrouted CMU,(Ei$�C-90) 2-1/2" 'I-�/A� APPLICATIONS. �_ € Ca�crete min.285 kst 2-1/2� 1.1/4� 1!2'NOM.GLASS -y{ WIDTH �- � WIDTH " Ca - P.T.Southem Pine(SG=U.55) 1" ��/8" z)PANHEAO,FLATHEAO OR EXTERIOR � B�TMP� I ` HEXHEAD ARE ACCEPiABLE. I 114"Croteflex Concrete(min.3.35 ksi) t" 1�/4" a �/ � � � (470 S.S.) Ungrouted CMU, A51M C-90 2-1/2" 1-1/4° 3)ANCHOR LENGTH TO BE SO THAT � �' � � �� � � A MIN.OF 3 THREADS EXTEND t7 C7 C7 F Cancrete min.3,35 ksi 2-1/2" 1-3/4" i Conc2le(min.3.275 ksi �-�/Q" ��8^ BEYOND THE METAL SUBSTRATE. va"Aggte-t3atar TYP.GLAZING DETAIL = � i = // �W k (1&8 S.S.) P.T Soulhem Pine(SG=0.5� 1" 1.9/B" I / � I / � : Un ted CMU, ASTM C-90 T 1-1/4" i i wwiusror �ncnroP i (EOIIAL•Lf1E5HOWIIJ (PRUVIEWlORIELSHOWN) —�{ 3/4'NOM. � —+{ 314'NOEA. � � 7/8'NOM. � � 7/8'NOM. � � � � ( 1/8"ANNEALED OR 3H6°ANNEALED OR ; TEMPERED GLASS TEMPERED GLASS 5116"A/A PVB 5/16"A/A PVB 1/2"AIR SPACE 318"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE 1f8"ANNEALED OR 3/16"ANNEALED OR 118"ANNEALED OR � 3116"ANNEALED OR � TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS � DURASEAL, DURASEAL, DURASEAL, DURASEAL, � � SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL + XLEDGE XLEDGE XLEDGE XLEDGE GLAZING TYPES € � TABLE 4:REINFORCEMENT TYPES I� `,�� �, . ,'� � ((�J � �_•;i 1.,' { Reinforcement ` " � , _ '"��,r;.,, �4�:,�; f REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C Upper Ltte Lower lite � � _� � i Level Bottam Botbom Side ' ��• =�"�` � i ��� Top Rail �i� ���$ �= VINYL SH WIN�OW FPA(NON-IMPACT) � 12l13/14: _ � Rl e A A A o GLASS/ANCHOROPTIONS �m JROSOWSKI =`? � 6 L' IS �= f o -., ' S'i.�1_r!`�1 R2 C A A A � > >°' , .�.,;.-:;,=• - ` t R4 B A A N/A CERT OFAUTH.#28296 � �a ,�:;�:,,i:.:, �,�"'` � N N1 .�.�i ji�5.. . t 1070 TECHNOLOGY DRIVE p �a , , ..� � _ F N.VENICE,FL 34275 � � - o . ' A.LVNN MILLER,P E. ' PVB IN7ERLAYER MANUFACTURED BY OUPONT INC.(AKA KURARHY ANERICA,INC.) (941}480-1600 � SH-5400 y NTS N 2 OF 4 o a° FPA-5400.0 4 z P.EA 58705 { i i - - ------ ----- - -- - - --- --- --- - ---- --- — -- - - - ---—-- — ---- ' �—�— EDGE�ISTANCE SHOWN �1 T INSTALLED 7HROUGHIX � BUCKSTRIP EMBEDMENT �� _L FUWGE `� �� , SHOWN � SHOWN FRAME " � INSTALLED INSTALLED i SNOWN �—��— DIRECTLYTO THROUGHIX EMBEDMENT EMBEDMENT SUBSTRATE BUCKSTRIP ' _1 � � j a� �❑ �— � , �ar �� �� -�� , �� , � ; DISTANCE :a DISTANCE � � , p _ � _ ; � �__ , a _._.._ �� ; �[r��1 �/al ' �U� ( � � ''U LS 21 OPT SASH TOP u � / / EDGE � J LIFT RAII EXTERIOR � I � DISTANCE � �c�o � �a� � S � a FLANGE EQUAL � 1 � FRAME I+ _ I LEG 0 SHOWN � - BUdC WlDTH FRAME I HORIZONTAL SECTION A-A SHO1^'"' I eucK " � HEIGHT � ; a o � � � � i Q� INSTALLATIpN NOTES: {� ` EXiERIOR 1)SEE SHEET'I FOR SPACING REQUIREMENTS. ? I � 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. .a 3)MPJC.SHIPA 7HICKNE55 TO BE 1/4'. ' � 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES i ONLY AND h1AY DIPFER TO MEE7 DESIGN J OPT.SASH ' �BOTTOM LIFf FLANCiE /�r/ REQUIREMENTS. _ FRAME 5)FIN ANOlOR FLANGE MAV BE REMOVED TO CREATE � HANOLEILOCK � OTF�R FRAME TYPES. SHOWN � E�UAL '-'�- - � � LEG �� d I SHOWN I ���� INSTALLATIONTHROUGH EXTERIOR f y THE FRAME,Ir7T0 METAL � `i 1'.1�t � � J— \```J\.`( '..�'�P;'�� � NOANCHORS '\�� ��.'\:';� • I RE�IIIRED IN �'...�. _ .� ' f / FLANGE OR = VINYL SH WINDOW FPA(NON-IMPACT) G 12/13/14 : .•• •�-•� _ � E�UAL-LEG u � o ,i, :.,tn�; ._ � T FRAME SILLS �FLANGE 8 EQUAL-LEGIBOX FRAMES =m'� J ROSOWSKI , CL � t': i � �.� G Co�►S �%�� � � ; - ,;, :-,.;-„ - %;,-� VERTICAL SECTION B-B CERi.OFAUTH.q2929B 'x �$ • '`., :`.'-;="•''�?:;L�``� + 1070 TECHNOLOGY DRIVE y �� �"!C);.!��_`�, ' N.VENICE,FL 34275 _ '"' (941}480-1600 d SH-5400 ,� NTS N 3 OF 4 o z FPA-5400.0 x z A L p E.p 587E05 P E ( SHOWN INSTALLED EDGE DISTANCE SHOWN INS7ALLED SHOWN INSTALLED THROUGH THE THROUGH THE THROUGHTHE � �ME INTEGRALFlN FRAME ' EOGE DISTANCE F+- �-�� � ( �r-�---.- EMBEDMEM � JLHANNEL � EMBEDMENT SFIOWN r I I ��� OO -� ���� � � �I � � ' � �J � D� � q� � ` � I " � �� ' � Q I I �� EMBEDMENT � a � - --------- -- ° � � � � ; / l `' ' DISOANCE I � I i��Q � �� � � I � ; _ � o ` � ��__��� OPT.SASH TOP - --- - - - - -- ---- IXTERIOR------ - - - - - -- - � �� - � -- - -LIFT RAIC- --- - -- - -- '--' - O � � --- FIN - --- - - - - - --- - ,--- FRAME ) JLHANNELI I SHOWN • J aD S OWN "--' BUCK WIDTH E � HORIZONTAL SECTION C-C � i INSTALLATION NOTES: � BUCK - HEIGHT � a � 1)SEE SHEET 1 FOR SPACING f REQUIREMENTS. 2)SEE TABLE(SJ ON SHEET 2 FOR � 'ANCHORAGE AND SUBSTRATE j � REQUIREMENTS. I F�(TERIOR � 3)MAX.SHIM THICKNESS TO BE 1/4' ,� � �� : ��� 4)GLASS SHOWN IS FQR ILLUSTRATIVE � PURPOSES ONLY AND MAY DIFFER TO � MEET DESIGN REQUIREMENTS. 5)FIN AND/OR FLANGE MAY BE REMOVED O� TO CREATE OTHER FRAME TYPES. � �OPT.SASH �� //�� /' '� I �� 'BOTfOM LIFf � �L.�(.J �� FlN � �HANDLE/LOCK ` I FRAME �� SHOWN / EXTERIOR FRAME � ��� FRAME � / � SHOWN � � SHOWN �� � � � INSTALLATION THROUGH INSTALLATION THROUGH THE � L ���O�O l THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL ��.�ti� �'��%.• ( � 1 ,y; �� ' � � SHOWN — EDGE ,��\ � r "� I � INSTALLED ��—"., ' DISTANCE ` �`� J ' - T„THEGH � VINYL SH WINDOW FPA(NON-IMPACT) �� 12/13/14 :� � "" '"`��� : f �E�G�E INTEGRALFlN __ DISTAr�CE � � J-CHANNEL 8 INTEGRAL FIN FRAMES nm'' J ROSOWSKI � '"'1�� �y (� IS �i�'� 4 -7- • �, �- EMBEDMENT f � -„ _ - �:i"=.l�=;F , :`:l;� I I > '� VERTICAL SECTION D-D �T.OFAUTH.#29296 � �� • =tO`�"''; ���� ' 1070 TECHNOLOGY DRIVE o- rco ✓'J�'�'�F'-�'` . � N.VENICE,FL 34275 m -- c� . A.LYNN MILLER,P.E. ' (941}-480.160D v SH-5400 �° NTS �u 4 OF 4 �z FPA-5400.0 �z p,E.N 58705 ! I ��; . � �I � MIAMI•��E MIA,NiI-DADE COUN1'Y � PRODUCT CO�iTIi�i,SECTIOIV ' 11805 SW 26 Street,Itoom 208 DEPARTME�IT OF REGULATORY ANA ECOMOMYC T2ESOURCES(RER) Miami,Plorida 33175-2474 SOARD ANA CODE ADbiINISTRATION DIVISION T(78�315-2590 �(786)315-2599 NOTICE OF A,CCEPTANCE (NOA) wrvw.miumidade.eov/economv PGT Industries 1070 Technology Drive, North Venice,Fl.34275 , SCOPE: Thi�s NOA is being issued under the applicable rules and regulations governing the use of construction materials.The doc�umentation submitted has Ueen reviawed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction{AH,n. Thi�s NOA shall not be valid aftez the expiration date stated below.Tlie Miami-Dade County Product Control Section (Li�Miami Dade County) andlor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for qvality assurance purposes. Tf this product or materiaL fails to pe�-form in f.he accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material wiehin their jurisdiction. RER reserves the right to revoke this aeeeptance, if it is determined by Miami-Dade County Product Control Seetion that this product or inaterial fails to . meet the requirements ofthe applicable building code. This product is approved as described lierein,and has been designed to comply with the Florida Building Code, including the High Velocity Hun-icane Zona. DESCRIPTION: Series "5470"Vinyl SIiding Glass Door{Reinforced)-N.I. �PROVAL DOCiJIVIENT: Dra�ving No, SGD-5470,titled"Vinyl Sliding Glass Door NOA",sheets 1 through 19 of 19,prepared by manufacturer,dated 10/OS/15, signed and sealed by Anthony L. il�Iille�•,P.E.,bearing the Miami-Dade Caunty Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami-17ade County Product Control Section. MISS�LE IMPACT RATING:None: ApQroved Hurricane Proteetion devices,compIying wl FBC,as applicable are required. Limitations: 1. 'See table 1(sheet� anc�table 2(sf�eet 8}of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 4}and anchor requirements. 2. Rigid White PYC,Tan(Non-white)Rigid PVC and Brown coAted (Painted or laminated)white Rigid 'PVC to be labeled per referenced NOA's requirements. 3. Eg►•ess operable doors must comply witli min clear width or height pec•FBC requirement,as applicable. 4. ,Pocket walls under separate approval,to be reviewed by Building offscial. LABELING: Each unit shall bear a permanent label tivith the manufacturet's name or logo,city,state and series and follo�ving statement: "Miami-Dade County Pz-oduct Cotttrol Approved",noted herein. RENEWAL of this NaA shall be considered after a renewal application has been filed and there hAs been no change in the applicable building code negatively affeeting tlie peiformance of this product, TERIVIINATION of this NOA will occur ai�er the expiration date or if there has been a revision or change in the matec�als,use, and/or manufacture of the pz�oduct or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NDA shall be cause for termination and removal of NOA. A.DV�RTISENIENT: The NOA fiumber preceded by the words Miami-Dade County,Florida, and followed hy the exptratLon date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shal� be done in its entirety. IN,�PECTION: A copy of tliis entire NOA shall be provided to the user by the manufachirer or its distributors and ' shall be available foi•inspection at the job site at the request of the Building Official. 'I This NOA re�vises aud renews NOA#15-Q409.04 and consists ofthis page 1,and evidence pages E-1 &E-2,as well as approval dooument mentioned above. � The submitted documentation was reviawed by Jorge M.PIasencia,P.E. NOA No. 15-1210.02 MIAMI•DADE COtJNTY � Expiration Dafe: Apri121,2021 � � � � �11�+ Approval D�te; March 3,2016 ! �,��' Page 1 i I . � . ' PGT Indusfries I NO�'XCE 4F ACCEPTANCE; E'VYDENCE S1U�MITTED A. ARAWING� - . l. Manufacturer's die drawings and sections. (Submitted under.?Y4ANo. 1�-0107:09) 2. Drawing 1Vo. SGD-5470,titled"Vinyl Sliding Glass Door NOA", sheefs 1 through 19 af 19, prepared by manufacturer, dated 10/O5/15, signed a�id seaied by Anthony L. Miller,P.E. B. T�STS 1, Test repoi-�on 1}Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94. 4) Forced Entiy Tes�, per FBC,TAS 202-94 along with marked-up drawings-and installation diagram of vinyl sliding glass door,prepared hy Fenestration Testing Lab,Inc., Test Report No.FTL 6637{samples A-1 thru A-5), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. X.1-0107.09) 2. Additional test report No.FTL b638 (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. (Submitted under NOA No. 11-0107.04) 3, Additional test report No. FTL 8717,issued by Feneshation Testing Lab, Inc., dated 12/07/15, revised on 02/15/lb and 02/24/16, signed and sealed by Idalmis Ortega,P. E. (S'ubmifted urt�ler 1VDA No.l S-12IO.Ol) 4. Additional test report No.FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on Ol/04/16 and 42/11/1 b, signed and sealed by Idalmis Ortega,P.E. (Subniitted urrder NOA No. 15�1210.01) 5. Additional test repoi�t No.FTL 8547 issued by Fenestration Test�ng Lab, Inc., dated 12/04/15, revised on 02/15I16, signed and sealed by Ydalmis Oi�ega,P. E. (,5ubtnitlen'under NOA No. 15-Z21 D.OX) b. Additional test report No.FTL 8548 issued by Fenest�ation Testing Lab, Inc.,dated 12/04/15, revised on O1/04/16 and 02/11/1b, signed and sealed by Idalmis�rtega, P. E. _ (Sub»aitted unrler NOA No. I S-I2I0.O1) 7. Additional test report No.FTL 85�F9 issued by Fenestration Testing Lab,Inc., dated 12/04/15, _revised on 12/04/15 and 02/11/16, signed and sealed by Idalinis Ortega,P. E. (Srrb»iitted urtder NOA No. 15-1210.DI} 8. Additional test repoi�t No. I�'TL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02I15/16, signed and sealed by Idalnvs Ortega,P. E. (Subntilterl r�rrder NOA No. X S-1 ZI D.DI) C. CA.LCULAT�4NS 1. Anchor verification calculations and structural analysis, camplying with FBC-2014,prepared by PGT, dated 12/09/15 and Iast'revised on 02/15/16, signed an�.d sealed by Anthony L, Miller, P.E. Jorge M.Plosencla,P.E. Pr duct Control Unit Supervisor NOA No.15-1210,02 Expiration Date: Apri121,2Q21 . Approval Date: March 3,2016 E-1 � i � � PGT Inciusta�ies ! NO1'IC�:Ol+' ACCk:Y'�'ANCE: EVIllENCE SUBMITTED C. CALCULATI4NS (continued) i 1. Glazing complies with ASTME-1300-02, -04 &-09. D: QUALITY ASSUItANCE � 1. Miami Dade Department of Regulatory and Economic Resources{RER). .E. MATERIAL CERTIFICATIONS 1, Notice of Acce}�tance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC",expiring an 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE ].000 Tau (Non-White)Rigid P'VC",expiring on 12/29/16. j 3, Notice of A,cceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated ' {�ainted or Laminated)White Rigid PV'C", expiring on 09/30/19. ; 4. Test repoi�ts No(s}. l 0-002-792{A), 10-06-M0527, 535753-09,per ASTME-84, ASTMD1929 and ASTMD-b35,issued by EXOVA to Vision Extrusiorn for cellulosic composite material. � (Submitterl uf�der NOA No. 11-OI07.04) I F.I STATENIENTS � 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5`h Edition) and"No ' financial interest",prepared by PGT, signed&sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of fhe above test reports. G.� OTHER I 1. Notice of Acceptance No, 15-0409.04,issued to PGT Tndustries,for their Series "5470" Vinyl i SYiding Glass Door(Reinforced)—N.�:', approved on 06/18/15 and expiring on 04/21/16. �'� � � � � I i , � - Jorge M.Plasencia,P.E. Product Control Y)nit Supervisor NOA No. 15-121U.02 � Explratlon Dflte: April 21,20Z1 ; Approval Date: March 3,20�6 ' E-2 � I .�_ S�RIES 5470, NON-IMPACT RESISTAh1T SLfDING GLASS DOOR 7ABl.BA: Mltl.Edge Min. . INCLEIDING PtJCK�TS &9{�61135°Gt�RNERS o•QUp An�ntit euhafiate FtameMemder �,b:a»� �,n�dmart ��voN�7riE��ni '— P T.southem Pine ee s emb e� SUBSTRATE.METAL GENEWILNOTES: �12,ateelBMs (sa=o.65 P•hook 8116' �-�8' SUSSTRATETO'MEEfMIN. 9)�Lt1ZtNG TYPE OATION5:SEE GLAZ(NCi DETAII$ON SHEET 54. A1um�num,6063-is` NoaNsllV.tamb 3re' {�6}ardiO3.S. P.t2b min.thteknasa P•hoaK 3/g* jtg� STREit1G7HANDTNIGKCSESS 2)DESIGN PRESSURES: $h��' Stea1,A38' HeadI311PJpmb �B• p,qgp� REQUiftEMENTS PER A.NE�aATIVE D�SION LOADS BASED ON TEBTED PRESSURE AFJp GLA3S PER ASTM E1300. Sm1°'�� p.pga min.thtaknnse P-trook 318" O.Oso' CURRENT FLORIqA 6UILDING B.P4S371YE OESVGN LOADS BASED ON TESTER PRESSURE,WATER TES7 PRESSURE ANp GLRSS PER ASTM E1300. A threade/in) ${op�S1W,A&53 Qr.33• HeadISilPJamb are` 0.071` 14 Ga. CODE AND TO BE REVIEWED 3}At+1GHORAGE:THE 33113°lo S7RESS 1NCREASE NAS hIOT 6EEF!USED IN THE DESIGM OF TEitS PRC}t}UGT.MATERIAI.S, 4.07P mbt,tidakriaes A-hook 318' 4.671' 94 fla BY'fHE At1TfiORITY HAVING 1NCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CqNTACT WI7N O7HER bISSIMIIAR MA7�RIALS 114•Etco P.T.soo�hem Pina ,kmb 7' 1-:18• JUftISOtCTION. SHALL MEET TNE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). wmcan (sc�.s5 P-hook 1" t-ars' 4)SlillTCERS ARE REQUIRED PERfiBC REQUIREMENTS,AS AppLtGA6L�. 1(a•Etaa 474 P.T 5nuthem P�ne HendlsilVJamb 1" 1-3l6' �OR S7EEL STUDS, S.S.GreteF7ex i3G=Q.63 P•hook 1" 1-a+8• 6}INSTALLATION SCREWS&FRAME SPLiCES TO BE SEAIED WITEt NARft6W J01i3T SEASANT. NttN.FU=d5 KSI$ q12,sieal woad p.T.9outhaen Pkw Heed/BiBlJamb 6118 1-3/8' e�RE�ERENCES(NOA'SI:ELCO ULTRACON,CRETEFL�X 8�AGGREGA70RANCHOR NOA'S,VISION EXTRUSION,LTD, B sorow o5 sc?-0.65 P•twok 8116' 1„yB• M1N,FY=33 KSI. WH{1'E RIGID PVC NOA,V�1000 TAN 202 AND LIGHTEft SNADES(NON•WHITE)RIGIp PVC NQA AND BROWN CpATED ���� P�k 1, ��3l8• (PAIV�YTED 4RLAMfNATEO}WNlTE Rt{i1D PVC NQA ttq��tao mtn.285 ke! Ne�dtsi(udmnb 1-3H5 t�3ta• "UNGROU7ED GMU"VALUES REF�RENCES(TEST REPqRTS);FTL-6337,8336,86q&8849,8652&8717;EXOVA-10-Od2-792(A}&10-008-10235; Uttraoon Ungrouted CMU, .tamb i� 1-ttai MAY 6E USED FOR GROUTED GAMBRIDGE 535753-09; sTM G90 P• k t' Yv4' CMU APPLICATIONS. 7}TH(3 PR4Dt}CT HAS BEEN 4EStGNED&TESTED Tp COMPI.Y WRH TH�REQUIREMENTS OF 7HE FBC, 1NCLUpING THE Urqrouted t�dv, Jemb 1.3/4• t•114• H4�H VELflCITY HURRICANE ZONE(FiVHZj.TFIE RSC,1D WHITE,8R4WN&TAN PVC MANllFAGTUftED BY ViS[ON tt4•Eico A16 TM F90 Pdronk t-314' S-4t4' EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY W1TH THE FBC FOR pLASTICS,(COMPONENT R�QUIREMENTS}. � S.S.CreteFiax conoroto HaadlBtlllJcmb i3t58° 1�31d' I#v1PACT RATtNt3 8)DOOR SIZES MUST B�VERIFIEO FOR COMPLIANCE WffH ECMRESS F2EGlUIREMENTS PEft THE FBC,AS APRI,ICABLE, min.33�ksl P�Iwok 1" 1-3�A' NqT RATED FOR MIS514E f1}dRAWItdGS OEPIGT EXTERIOR-GtAZiNG,HOWEVER fNTERtOR•GLAZING MAY BE SUBST{TUTED. concro�e Nead�sAVdnmb t�ilz f�3l9• �MPACT RESISTANC� 10}TNE 6k70 SERIES S4II7{NG GI.A$S DOOR MAY ALSO�E KNQWtS A3 7HE 47Q SERiES. ���� ��$� � Sis.Agp o oe or U nsnadc�u nooK"""" 2 j T�a~ oEStGN PRESSURE RATMG ' z^ t•va• ANCHOft NOTES: P.i.sotnhernPine FieedlSllUJamb 1` tare' SE�7ABLES 1.2&B1,82 1}FOf2 CONGRETElCMU SUBSTi�ATE APPL1GATi0i1S IS3 tr1]AMl-DADE GOUN7Y,USE ONLY MtAMI-DAOE GOUNTY {sano.55} P-tsoak 1' f-ata' ON SHE�TS 7&8 APPROVED ELCO ANCHORS.SEE 7ABLE A ON THIS SHEET FdR EMBEpMEI3T,EDGE DISTANCE ANQ SUSSTRATE Conomte Ha i53ttlJemb 2d12• i�,'t8' REQUIREMENTS. 7Id"Elao (min.2.86 ksp P-hook &1fT 1�310• 2}FOR QTHE42 SUSSSRATE APPIICRTiONS SEE TA8LE A 4N THIS SNHET. ultracon Ungmmad CMu, .Iemb 2.112' 1•114' 3 WOOA Si7CKS BEPICTED A51X ARE LE3$THAN 1-112"THtGK.PROAERI.Y SEGURED,4X W04D BUCKS RRE t)PTI4NAl p ASIM G3o P-Mok 2�472 i•7t4' p�ODi7C7'RENEWED } Cor�crete eadtSS!Jamb 2•1J2' 13t9' IF UNIT IS IN57ALLED pIRECTLY TO SOLIq CONCRETE OR CMU.WOOD 6UCKS pEPICTEp AS 2XARE 1-1/2"'TIiICK OR 1!4'Elcn 410 min.s.35 ksi P-hook 2•1/2 1�3le• As compi�ing wlth tho Ptortda GRFATER.1 X'ANb 2X BUCKS(WHEN USEp)BNAIL BE DESIGNED TO PROPERIY 7RANSFER LOADS TO THE STRUCTURE. S.S.CreleFlex ungrovtad CMu, Jamb 2-1l2' 1•114' NOA-No. �de 15-1^�10.02 BUCK DESIG(3 AN4INSTAL-LATION IS THE RESPONS18tLVTY OF THE 6NC�tNESR OEt ARCHiT£CT 4F ftECORD&TO BE AsthS c��o} Rhank 2�1t2' f�!4' REVIEWED BY 7HE SU(l.ptNfl O}=FIG}AL. Expirat�an nate 04J2112021 4)ME7AL SUBSTRATE TO MEET MW.STRENGTH AND THICKNESS REQUIREMEN7S PERTHE FBCAND TO BE REVIEWED � gy 8Y THE AUTHORITY HAVING JURI5DICTION. G�PIERAL NOTES......�......t Mlami ada Produet Conlrol 5)tF SlLL 1S TlGHT TO Slt83TR1�'fE,GR4llT OR OTHER MATERIAL lS Nt7T RE{2U1RED.�F USED,h�01�!-SHRENK, EXAMPLE CONFI{35,.........2 NON-METAL4IC GROUT,MAX.1fA"7HICK&3400 PSi MIN„(DONE BY OTHERS)tvSUST FULI.Y SUPPORT 7tiE ENTIRE 1N8TAlC PCTAILS..............3-6 LENGTH OF THE SILL 7HAT IS NOTTIGH7 Tq THE SUBSTRA7E,AND TE2ANSFER 5NEAR LQAD 70 SU83TRA7E.IF DP/ANCHQR TABLES,.......7-8 SU85TRATE 1S WOOD,34fl FELT PAPER OR MASTlC IS REQUIRED B�TWEEN THE GROUT AND WOOp SUBS7f2ATE,OR AS EXAMPL�...........................9 APPRt3VEQ 8Y'fHE AU7HOftiT`�HAViNG JllRiSD1CTi4RI. GI.AZINt3 DETAiL3..,.......,.94 AN�A S USED: ANCHOR COCATtONS.._..._11-16 201 b FLORIDA BUILCiING CODE(FBC),5TH EDITIpN PANEL TYpES........ ........17 tNSTRUGTSONS:_ ASTM E7300-Q9 EXTRUSIONS.....................19 1)KN6WtNG'1'HE REQUIRED PESt6N PRES3URE OF THE OpENiNG,TNE AtSCHQR REQUIREMENfS FOR AR1St7AF&FA NDS-2092 FOft WQOD G4t35TRUGTEQSV ACGESSORIES..................19 ti��tti�� �J 1 r ft�J THE SLIDING GLASS AOORS MAY BE DET�RMINEp FROM�ESIGN PRESSURE TABLES 1 OR 2, AL.UMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAiLS.............20 \����.��YNN t�y� �i� • �:� �'� DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. AISI•S100-07/52•2010 pARTS LIST........................27 ,�=�Z,��.����NSC ' ��,�� 2)LOCATE TNE SLIDtNG GLASS D�R SIZ�ON THE TASLE,USSNG TME FRAM�HEtGHT AhlD THE . ;, NOMINAL PANEI WiDTH IF YOUR EXAC7 SSZE IS NOT LISTED,ROUND UP TO TNE NEXS f3ftEATER L4STEd c— �VINYL SLtDING C�LASS�OOR NQ/� � T0/05/15 � �� Na.`'a7Q� = WIDTH ANDIOR HEIGHT. `�� /�� 37 GNOOSE WHICH ANCHOR GROUP{A-D)lS MOST APPLICABLE.ANCNORS ARE DEFINED IN TABLE A, �C,�N�(�Al NOTES � .!ROSOWSKI �.(/A�,�'j�6 ;�W� THIS SFiE�T,ALON�WfTii Tii�CORftESPONDING SUSSTRATE,MtNiMilt�t EtvSBEDMFJdT ANd MtN1MUM ' t � �Ky•. j � :�\ ' EDGE DIS7ANCE. � '"� '. S{�` P� � 4)FROM TH�DESIdN PRESSURE TABLES(TABIES 1 OR 2),VERIFY TNAT THE OpENING'S REQUIR�D GERi,o�nurH.8292so � `�� �%��F '•F�O����f�'r��` p�SlGN PftESSURE IS MET 9R�XGEEDED.USE TH8 ANCHOR 4UAN7lTIES SHdWN. 1474 T£GHN4LOGY DfiiVE � �� �'��;S��Ul�IA�,��`� 5){N3TALLASPERTNEGUS4�I.INESOFTHtSSFIEE?-SET. N.VEMICE,FL342�S - 1t+{"`tt�t 8)ADDITIONALLY,SEE THE EXAMP4E ON SWEET 4. a.Lvr�w ntr�tEa,c.s (941)•48f1-1600 SGp-5470� N7S � 10F21 � MD•5470.0 ,�$ p,E.NuO]f15 MAX.UNI7 WIDTH MAX.UNIT WIDTH MAX.UN1T WIDTH MAX.UNI7 WIDTH NOM.PANEL WtDTH NOM.PANEI.WIDTH NOM.PANEL WIDTH � NOM.PAMEL WIDTH � PER TABI.ES 1&2 <� PER TABLES 1�2 —`� ° � PER TABLES 1 8 2 �, pERTABLES 1&2 � � � � �} � �� � � MAX.UNIT 3 / �� MAX.UNIT 3 � � I� MAX.UNIT �" �� MAX.UNIT B I� HEIGHi' � I� HEIGHT / / I' HEIGHT E� �j e �� HPERT � ' �� PER TABLES 1 8 2 ��' PER TABLES 1&2 � � �� PER TABLES 1&2 / / / � / / / / I= � � g� TABLES 1&2 / / / / w I _ �I � �I I � � � ��„�I �— I I / � ��,�N r— � � J-- -'v--� J 1•PANF1 2-PANEL 9-PANE[.CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFI OURATIONS CONFIGURA710NS � MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WID7H ` NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH � I PER TABLES 1&2 ' PERTABLES 1&2 � PERTABLES 1$2 � �— � MAX.UNtT 6 �, � 1 Is� HEIGHT / / srvoiE MAX.UNIT ' � � �� MAX.UN1T � e � , � � �� PER � � � HEIGHT � 9 � I� HEIGHT ' �W TABLESI&2 �T'� PER TABLES 1&2 / / / / / / � / sx�T. �¢ PERTABLES 1 82 / J / / / �� � ` � � � � ��I� � � � � � � / ro�I� � � Ir � � 5•PANEL CONFIGURATIONS f3-PANEL CONFIOURATIONS CORNER,7YP. oU[910ECORNEP 9HOWN.QISI�GfAftNFA SI61ILVt PRODUCT RENEWED MAX.UNIT WIDTH MAX.UNIT WIDTH as camplying wllh tho Florlda NOM.PANEL WIDTH NOM.PANEL WIDTH aunaing coaa PER TA6LES 1 8 2 PER TABLE51 8 2 4 xop-.No. 15-'1210.02 —� —� ¢aplratlonDafe04/2'1/202'1 � � ° � �— ( �3 By --� MAX.UNIT ' ' ' � MAX.UNIT � � I Mlaml-O Proquc!Contro HEIGIiT a 3 � I� HEIGHT � \�J � .+ � �� - PER TABLES 1�2 � % % � % % / ��I� pER TABLES 1 8 2 / / / I / / / / �� � � � l / I I � � � �J� 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFlGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8�/16" ������� �r���i� 'I)ALL CONFIGURATIONS SNOWN ARE AlSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB ��O"=INOf'ERABLE PANEL ���� �YNN���� ii, LOCATIONS.EXAMPLE.4-PANEL X70CX IN POCKET CONFIGURATION CAtS BE XXXX , `U(XX OR XXXX.OXXX IN ��p�=POCKET DLO HEIGH7=DOOR HEIG!-iT-11-1l18" `�� p�, . . <<c � (P) P A P� P PANEI.HEIGHT=DOOftHEfGFTT-2-1/2' � ''�.•��G«�SF'•. � % POCKET CONFIGURATION CAN BE OXXXp. ` ��' '.,;�� VINYL SLIDING GLASS DOOR NOA 10l05/15 �%<: No.G87o5 ' ; 2�80'8 135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. � � _ - /; �,�,�.�' = �ExAMPLE CONFIGUfiATIONS �� J ROSOWSKI = � (/l`–l�.b r W� 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND %�'• ��oF ;•�`W; REVIEWED BY THE AUTHORITY HAVING JURISDICTION. � �DETAILLETTER CERT.OFAUTN.N29298 � a�� �%���-�.�LOR�OP.•'�C��� h)�OR NOM.PANEI WIDTH,SEE 7A8LES 1&2. e 1070 TECHNOLOGY DRIVE � �� ��'�;�S�OIJA�-��`��� iJ.VENICE,FL 34275 ����������`� 5)MAX.ALLOWABLE FRAME S�UARE FOOTAGE=472.956 FT' �--SHEET NUMBER �g4i)•480-1600 SGD-547Q� NTS � 2 OF 21 �� MD-5470.0 �� A•LYNN MILLER,r.e. P.EG 58765 D�TAIL A�I DETAIL 81 METAL TYP.,SEE ANCHOR �u ixvraao nsrwtor�. t}ETA1L C1 DETAlL D1 NOT�a,SMEET 9;M1t�.oFa - lNTO MM1SONftY pqCiNO EXT. tNTERLOCK ItiTO METAL THREADS BEYOI�FD THE CONCRETEICMU PER. METAL SU6STRATB ANCHOR REQUIRCMENT FRAME WIDTH � 114"firtAX. R�czu�seo�F ooan �c TYP.ANCHOFlTYPE, .•T' '.� HEt6HT6SflVER98`�z' sp � � EMBEDMENTAND � es r,�a�c2a•o.c. / °1 '��.i� 2z E�GE EpGE DkSTANGE PE • DlSTANCE � SUBSTftATE,SPE • ''�'� �: � r+ c� a �� TABLEA,SHEET 1& Q ao NO7E 9,BELOW DAYLIGHT �o iNr tt Z� � �s �>' � OpENING � — —— � � ' ,."``i',, 4 0� WiDTH �o p � Q p e EMBEpMENT --�r'�'., �. O 37 99VtU"Al ' � � � ' �t t .�_._' "l. l c� t� c�3 ...... EDGE '' / " c -- �,�� � EDGE pISTANCE."'� ' � /' zs zo 87 � �,J�, exrea�ox S��7C8 DIS7ANCE 1)f� ` , s�rtares, � � � j � �:! {�j -� 2s 7t�uss»�r i14°MAX. --►i i''="'. , 1XOR2XWOOD THtSSNEE7 � ( SEENOTEs, ° � ti � BUCKSTRIP,SEE 6EENOTEB,THI6SHEET 29 � �" TtlIS9HEET EMBEDMENT ANCHOft r � NQTE 4,SHEET t L_._—�._J�` tl8 X 314"SMS REINFORCEMENT SCREW;7 7yp,ANCHOR TYPE, P1.A7E AT y-I �^•- �PEF2 STILE,LOCATED AT CENTEf2LINE AND 6�, EVERY / H4R(ZONTAL S�CTi4N{XXX SHOWN} �``-..� e°&12"FRtSM ENDS(FAC70RY INSTALIEDj. ��g�QMENTANLI Ah1CHOR �..,`� EDGE DISTANCE PER DETAIL 62 SUBSTRATE,SEE �acnT�oN � ,- DETAIL C2 D�TAIL D2 �-�,�� -rA��e a.SNEE71 8 AS7RA�At DETAIL A2 irn��ocK �"7a�nsat�Y �..,, F���� NOTE 3,BetoW 2X WOOD BUCKSTRIP QR ��ozxw000 1e REaVIREb IF OOOR EMBEDMF�fT � ~��..,, — ERAMIt�G,SEE ANCHOR es oaYUGHT 21 ai HElGHTISOYER98� �14°MAX. --►� : .� ; ��^�,r Q �� NQTE 3,SHEET't OPENING ��Hz.�A I PRODUGT RENEWED � - � WIL17H � �Z c"''(� 4 .'�` EDG� I � ae camP�Ying Wlth the Floridn � I� � DISTANGE Bullding Cod� `� p ? (� I � I Nop-tao. 15-1210.02 TYP.ANCH�R TYPE, seersot�c,Y�ns stt�r EMBEDMENTAN� ye qt � qs �1 . � ( � �ptrattonpa4e44121t202'[ EDGE DISTANCE PER � 03 2� B ����TYP.ANCHOR TYPE, I I gy �^ SUBSTRATE�SEE ����pp EMBEpMENT AND f� q MIAmi-D de Product Control TABLE A,SH�ET t� e ar �i `� i� ` EDGE DISTANCE � ] NqTE 3,BHLOW • �11�, PER SUBSTRATE, � n � . ..... . EDG� � r.� ' I � `' S&MOSE 3,BE OW r �u� D]STAMCE �U.li�iWt�. ��ea�°a ( ���_._...._J � --+- I� 1I4"MAX. PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAY BE HORi2UNTA�SEGT14t�(XO SH�WN} ANCNOR REQUIREMEtSf lNSTALLED IN E17HER EMBEDt�iENT FIXEd PANEL.GLIP& lN7ERIQft OR �i�ti �,YNN dit r�r�i NOTES ANCHORS,SEE �XTERIORDIRECTION. ti,�:0�>�„""""1�('R�� ALL PAftTS IDENTICAL. � i�Y',-��,F.NSE�''�, � 1)DETAILS APPLY TO 2,S AND 4 TRACK CONFIGURATIONS. REINFQRCEMENf TYPES(SEE NO7E B,niis st�sET� D�TAIL SHEET 10 �� .,�� 2}REFER TQ ANCNDR NOl'ES,SHEET i. ,��;� - �QRrllt L6CIf9TItE3. �� *$i�5 3)SEH SHEET 18 FOR ANCHOR LOCATION d SpACING,FOR pSTF3AGALS,FIXEp " ���' x��� - � zo �VINYL SLIDING GLASS DOOR NQA � 10/05/15 ANCHpR QUANT171ES,SEE TABLE818 2. srnesar,� � � n_= 4}CtihlTtNUflU.i ANCHOR PLATE,lTEM B8,tS RERUfREp AT Alt, HONl20MTAL RAILS ', u�� �tNSTA�i.ATfQN,NORlZONTALXv�ECT.�� JR4SOWSKt �� �u= FR1iM�ANGHOEt L4GATIOPtS. '�t'�. s+� �� .'��� 5)PANELWIDTHDOESNOTINCLUDEIMERI.00KORASTRAGALADD-ON. „� � '� '`a %O.'•., �:�p�y1pP• C9,� 8 SBE TABLES 9&2 FOR REINFORCEMEN7'REQUIRBMENTS.ALL Fan CERT.OF AUTH,ff29298 '� �a �%~F ' ""'� '�c.�',� �(NFORGEtvtENTSAREA4�PROXIMATE4.YTHEfillLl.ENfiTiiO� ��ERLo KY� z7 2� 'i07dTECHNQ�OGYDft1VE � �� ��'��J���i��'�` THE EXTRUStON.REFER 7b TEST ftEPORTS F4R EXACT DtMENSIONS. sTqNoptto HD N.VEiViCE,FL 34275 — 7)SEE SHEE7 20 FOR SCREEN DE'fAILS. $ ALYNN MILLER,P.E, (941)-480-1600 SGD-5470� NTS � 34F21 � MD�5470.0 �� p�a�i� I � DETAIL E1 TYP.ANCHORTYPE.EMBEDMENT DETAIL E2 DEi'AIL E3 DETAIL E4 WTOMASONRY ANDEDOEpISTANCEPER imrow000 INTOMASONRY INTOMETAL DADEAPPROVEDMULLION,FBC txeuCkSrma SUE3STRATE,SEETABLEA,SHEET COMPLIANTALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR�.P,ANCHOR TYPE,EM6EDMENT FRAMING OR STEEL S7UD.MAY CONCRETElCMU EDGE FRAMING,SEE ANCHOR CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. NOTE 3,SHEET 1 AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCFiOR � DIS7ANCE ~ EDGE 1$NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 REQUIREMEN7 �� • . „ •g � � ; DISTANCE �I DISTANCEr . EDGEDISTANCE EMBED- . , , • ' ° ' • . • MENT -r ' � .`�� • ' EMBEDMENT EMBEDMENT — �[ EMBEDMENT _ - � � I � � � '• '� � � 1/A"MAX. 1I4°MAX._� e � 1 X OR 2X WOOD � � 7�4"MAX. e � 1/A"MAX. � e � -7/4"MAX. � Q BUCKSTRIP,SEE Q � e � 6° ANCHOR NOTE 3, a TYP.ANCHOR TYPE,EMBEDMEN7 AND TYP ANCHOR TYPE,EMBEDMENT AND � � 9a SHEET 7 � EbGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE / / � TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEE7 8 � � � ei � NOTES FOR 9)DETNL&APPIY TO 2,3 AND 4 TR4CK CONFIGURATIONS. / �ocKsil�es, 2)REFER TO ANCHOR NOTES,SHEET 1. � � ASTRAGALS, FIXED STILES 3)SEE SHEETS 11&12 FOR AtJCHOR LOCATION&SPACING, AN� �IB X 314"SMS REJNFORCEMENT FOR ANCHOR qUANTI7IES,SEE TABLES 1&2, DLO WIOTH=NOM.PANEL WIDTH-8-9IiG" r[oaizorrrn� SCREW;s PER RAIL,LOCATED AT a)CONTINUOUS ANCHOR PLATE,ITEM 118,IS REQUIRED AT DLO HEIGHT=�OOR H�GHT-11-�H 6" ANCHOR PLATE A7 ��S CENTGRLINE AND 9"FROM EN�S ALL FRAPAE ANCHOR LOCATIONS. PANEL HEIGHT=DOOft HEIGHT-2-1/Z" EVERY ANCH012 (FACTOf2Y INSTALLED) 6)SEE SHEET 20 FOR SCREEN DEfAILS. LOCAT[ON 8)SEE TABLES 7&2 FOR REINFORCEMENT REQUIREMENTS. OPEN NHG 26 PANEL ALL REINFORCEMENTS ARE APPROXIMASELY THE FULL FRAME see ' HEIGHT LENGTH OF THE EXTRUSION.REFERTO7EST REPORTS FOR HEIGHT HEIGHT NOTE6, SIiL RISER PRODUCT RENEWED 7HI59HEEi VARIES WI7H E�CT DIMENSIONS, as compl�n wHh the PloNda REQUIRED eulid7ng L�o�e NOA-l7o. 'IS-'1210.02 exrewoa - POSITIVE pESIGN ezpireIIon na 04 27/2021 20 82 � PRESSURE. • .390—►I f�-- By � � SEESHEETS' •3�J�—►i I-�— � � Mloml-Du o roducecanero� EXiER10R 01 OR G2 7 B�B. .3JD—�-I F�- - a �5 aR� �.—390 � � z.94� - 2.370 I 114"MIilC. � f1A26HOWN � �--� 1.793 2.887 � f �.041 GROUT f1S g �2 tf43-A5 ALSD APPLY 823 T 3.464 L NEEDED,SEE 1.917 ANCHOR NOTF 13 � 2 � � .080 •080 .080 5,SHHET 1 B � �� P � 2-1/2°=TOTAL .060 -•- � O 1/4"MAX.� � �� SILLHEIGHT O SILLRISER O SILLRISER O SILLRISER O SILLRISER ����� �i��� � 1 �:` , d _� 42 2-1l2"TOTAL a3 4a(4-1H8"TOTAL 46(45/8"TOTAL ,.`�\��,�,`(,�t�N,4f/1���i��l � Q� ( (&5I2"TOTAL 1 _ ' . , SILL HEIGHT) SILL HEIGHT) SILL NEIGHT) SIIL HEIGHT) ����t-��c4NSF'••.F�p � EMBED- � ' • ~ , . �MBEDMENT E�GE" / ` '•..�c� MENT , ' - • �` , DISTANCE �"VINYLSLIDING GLASS b00R NOA � 10/05l15 ���', t9o.:�fl7u5 ' . .a. a, . T _ ' : = . �pQ� ' TYP.ANCHOR TYPE, T TYP.ANCHOR7YPE, _ �INSTALLA710N,VERTICAL X•SECT. � J ROSOWSKI �-c�':� ��= DISTANCE� EMBEDMENTAND 2X WOOD BUCKSTRIP O EMBEDMENTAND � ¢ �E '��• Z,,;SI�6 :'`�+ EDGE DISTANCE FRAMING,SEEANCHOR EDGE DISTANCE � �$ ''•C� '.�[oR�o�•;•�j�: CONCRETE/CMU PERSUBSTRATE, NOTE3,SHEET1 PERSUBSTRATE, cERr.oFaurri.a29zes m m �:F�^ - '...•'- e� .� PERANCHOR DETAILF1 SEETABLEA, DETAILF2 SEETABLeA, 1070TECHNOLOGYDRIVE � �� ''.,`S�OPl/��-E��` REQUIREMENT SHEET 7 81dOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 ��������"�� IN70MA60NRY THISSIi[ET IMOVVOOb THISSHEET (941)-480-1800 SGD-5470� NTS � AOF21 3� MD-5470.0 �$ A��Yp�H�6fljpg'P,E. I 2 4 » Q PaC�°L�JI�O Fl�SEFi�DR � 71 Q 0 � INTERIOR Q 25 28 B9 � Z Z6 0 TB 37 B6 MAX'IB.6"O.C. INiERIOR O. S E SHEEI'19 DETAI L H2 19 98 � Q � o IN7ERIOR 3B n �. MAX3 6"O.C. r� P �o � SEESHEETIB � E7(lERIOR � � OUTSmE CARNER ��� � 69 ❑ I D �� eo d � d o s�` 4 , a a3 0 ���oR ��� Q � �O 39 25 20 � O � �0 84 M/U(18.6'O.C. �' ❑� 37 R FJR�nEHbR � �v4R D � o � v 136° a� O90o Q � q -- DETAIL G1 � �� DETAIL H1 MAX1B.6�o.c.oa I �� t3s• ea• I o INSIOECORNER OO INSIUECORNER A� ` � o • EXi(E�R-�IOit IN7ERIOR �1 Ex7EPI0R � Y ��(3b'O.C. 19 98 � � • � �� � SEESHEET'19 R O�"�.� O 2 0 0 � ��^�0 PRODLICT RENEWED l�Ll a�e compiying wlth iho Florldn Bullding Codo NOA-No. 15-1210.02 �OO 135' 4 EKp�raUon�at � 112021 INTEPIpR By Mlaml-Da roduc!Control � O ac� � O Y ��� � NOTES q o 7)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGt1RATIONS. 2)SEE SHEETS t4&16 FORANCHOR LOCATION R SPACING,FORANCHOR uOoa sa � �QC� QUANTITIES,SEETABLES 1&2. ����� ��i� � � a 3)CORNER ASTRAGAI MAY BE EITHER TO THE INTERIOR OR EXTEIiIOR, �.�o���IYNN,y����i� 3s DEPENDING ON CONFIGURATION. \���1�.• ��cENSF�'•;F�' � � � `t: '•.iX; DETAII G2 �+^x�B.6•o.c.� EXiERIOR =T�:� No.so�os J tas. M^X3�o.c.�s sa �1 � VINYL SLIDING GLASS DOOR NOA � 10/05115 _ : �'• _ 3EE SFtEET�8 OUTSIpE CORNER 89 a� � CORNER ASTRAGAL HORIZ.XSECT. � J ROSOWSKI =•0'•,a�5'Jb ;tu_ � =� ' siql'�•,�: � 2 �S '•�'<'�.�•FI ORIOP;•'��j=� CERT.OFAUI�Fi.7YL8288 a 1070 TECHNOLOGY ORIVE � �� ,'/��'5����E;���``\ N.VENtCE,FL 34275 A.LYNN MILLER,P.E. (941)•480.1600 SGD-5470� NTS � 50F21 b� MD-547D.0 q� p,E.pbg�py DETAI!11 DETAIL 12 'I OPTIONAL NON- irtro hv,sor+av INrO MASONRY S7RUCTURAI .�, � � CONCRETEICMU ANCHORS FOR 4 �OOE 2� �z - - . PER ANCHOR INTERIOR POCKET� iNrearo IYP.ANCHORTYPE,EM6EDMENT p{STANCE JAMB '�"' • � 9i 2a x� AND EDG�DlSTANCE PER REQUIREMENT - INTERIOR POCKETS MUST �� � sEEFia�. SUBSTRATE,SEETABLEA, :�,, ,� � FIGURE 7,INTERLOCHS AT POCKETS: 7111s5HEeT� o SHEET'I&NOTE 3,BELOW ' w•' INCLUDE A NONSTRUCTUR/1L, ` �: ' • , ��' FOR DOOR NEIGHTS 86"AND LESS: FRAME JAMB 70 REDUCE THE 10 uti� '.: •' , OPT. POSSIBILIIY OF WATER �,. 2� d _ _ ._ =' D:- :�'�: pNCHOR 3� q INFIL7RATION. ' -: � �/q"�. 78 �MBEDMENT . .. ; .:. $ . p.. . 17 OPT. �.�:p.,• ti �..� '. �7 OAi. ' � POCKET BY OTNERS,SEE - NOTE 6 BELOW. . � . e. . ExTeaiog � e � • ,. • :EMF3E��..e. �: o . . , J � • ' :�� � exrExioa � o FOR DOOR HEfGHTS OVER 96" �`j€xreraoFi i �� •� . MEN7� • _ , OPT. �i 1/4°MAX. q 21.9° ,`l�, '• . - - _ i, • ' ANCHOR �a sr ,-'�• ' : }. e • SEEFfG1, q MNC.O.C. TYP.ANCHOR TYPE,EMBEDMEN7 CONCRETEICMU ai d � EDGE PER ANCHOR THI9 SHEET AND EpGE DISTANCE PER DISTANCE REQUIREMENT 7a z7 - SUBSTRATE,SEE TABLE A,SHEET 1 '� &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET ZZ 9� ._. 2, TYP.ANCHORTYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO___ SUBSTRATE,SEE TABLE A,SHEET 1 &IVOTE 3,BELO 8E A MIN.OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OR pRODUCT RENEWED THE METAL SUBSTRATE �C'E FRAMING,SEE ANCHOR as compl Ing wNh the Florida EDGE DISTANCE� NOTE 3,SHEET 1 No��o.�Ode 76-9270.02 DISTANCE� OPT.ANCHOR . DE7AIL 13 OPT.ANCHOR Explration Date�4/21/2021 INioMETAI �n11,� EMBEDMENT1 �� Mipml-Dq PraduetControl 17 OPT. � 17 OPT. EMBEDMENT 7 � �, DETAIL 14 1f4"MAX. J q M�. q � INTo WOOD , - EX7ERIOR � 10 SEE FIO�, e ' SEEfl67, d THI33HEET�� � THI99HEET � Z8 R n E%TERIOR B2 42 8j fl 2a ``,1�1111111��� Z' EXTERIOR POCKET �� �.� ��.�LvNN ns,���•,, EXTERIOR POCKET `•�;:r°•;>G�sE�•'-:�' '; - •t;' .;4% NOTES = 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. �ALUMINUM SLIDING GLASS DOOR NOA o 90l05/16 =�"c' �.�n.'�4705 ^ ' 2,FtEFEIt TO ANCHOR NOTES,SHEET 1. �p-HOOK EXAMPLES,HORIZ,XSECT. � J ROSOWSKI ; �°. �( �� �b ,u` ' 3 SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SFE TABLES 1&2. s :� �� 4 SEE TABLES 1&2 FOR REINFORCEMEN7 REQUIREMENTS. e � `� ��� �� '��'`� •'�� � a rc '�iC•�'•., COR10P:' �: 5)INTERIOROREXTEWORPOCKETSAPPLICABLEFORALLINSTALLATIONME7HODS, CERi:oFnurH.uzszes o ,� , � •• �.�� , 8)POCKET WALL OR CAVITY IS NOT PAR7 OF'1'HIS APPROVAL AND IS 70 BE pESIGNED BY OTHERS 1070 TECHNOLOGY ORIVE � �� `'�S�S�ONAL�`� AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 - (941)•480-1800 SGD-5470� NTS 80F21 �� MD-5470.0 �� ALpEpAS�p�gPE rne�e a: - - Dealgn Pressure(DP)and AnchorQuantltles Required, (for ell eppro�ed configurallons on Sheet 2) Use lhls tebfe fot: Door Unll Heleht ANCHORAGE TYPE PER SUBSTRA7E REQUIRED TO ACHIEVE THE DESIGN PRE53URE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astra8al Refntorcement N29 80' 84" 8�" SHEET 1 FOR COMPLE'fE ANCHOR LIMITATIONS. I.ockstlle Relnforcemenl N25 or/!28 8B-15H6°DLO Holghl 72-16l16°DLO Helghl 84-16N6°DLO Netght THE MAXIMUM DP AT l HESE ANCHOR 4UAN7171ES.ADbl710NALLY.TIiE Sld.Interlock Reinforcement#2% Anchor Group Anohor Oroup Anchor Gioup MAXIMUM POSITIVE DP DLJE TO THE SI4L HEIGHT MUST ALSO BE A 8 C D A B C -D A e C D CONSIDERED,SEE TABLE B1,TH1S SHEET, Deslgn Pressure +127.1/-127.f psf +120/-120 ps/ +�p2.9/-102.D psl tF OF ANCHORS THROUGH THE HEAD&SILL,(EX:FOR C3+1,3 ANCHORS 78-118" HeadlSlll C5+1 C3}t C3+1 C3+1 C5+� C3+1 G3+1 C3+1 C5+1 C3+1 C3r1 C3+1 --CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO �amb 5 5 6 6 5 5 B 6 5 5 6 5 MIDSPAN OF PANEL). Width P hook 7 7 7 � 7 � � � 8 8 8 B �'�70TAL#dF ANCHORS THROUGH THE JAMB. DeslgnPresaure +�OB.3/-108.3ps! +�pp,2/-100,2ps1 +05.3/•B5.3ps/ �THE#OFANCHORSREQUIftED7HROUGHTHEP-HOOK, 25-1/0° HeacllSlll C5+1 C3+1 C3+7 C3+7 C5+1 C3+� C3+1 C3+1 C6+� C3+7 C3+1 C3+� P�RPENDlCU4AR TO THE GLASS. 30" OLO �a� 5 6 8 5 5 6 6 5 6 5 B 6 � Widlh P-hook 7 7 7 7 7 7 7 7' 8 B fi 8 � Des7gnPressure +92.9/-92.9psf +g7,3/-B7.3paf +73.8/-73.8ps1 � 31-1/B" Head/SIII C5+1 C3+� C3+1 C3+1 C5+1 C3+1 C3+� C3+1 C5+1 C3+1 C3+� C3�7 � 36° n�� �amb 6 5 6 5 5 5 6 5 5 b 6 6 � Wldlh ,E P-hook 7 7 7 7 7 7 7 7 8 8 8 8 ZDesfDn Aressure +78.4/-70.4 psf +78.4/-7Qq psf +65.8/-85.0 psf 37-118" Head1SIA C5t2 C3+1 C3+1 C3+1 C5+2 C3+1 C:3+1 C3+1 G5+1 C3t1 C3+1 C3+1 42° pL0 TABLE B1: �` Width �emb 6 6 6 5 5 6 8 6 5 5 8 5 Walor•Limlled � P.� � � 7 7 7 7 7 7 g g g 8 (+}Dealpn Pressure F�G�� OH LENGTH Desipn Pressu�o +60/-fi0ps( }60/�0psf �60/-BOps1 SIII Nom.Sill Max.(+)DP 43�1l0" Heed/Sill C3+2 C3+1 C3+� C3+1 C3+2 C3+� C3+1 C3+1 C5+7. C3+1 C3+1 C3+1 Riser Helght Allowad � DOOR ASSEMBLIES q8" DLO �amb 5 6 6 5 6 6 5 5 6 5 B 5 INSTALLED WHERE THE Width None 1-71/16' See Nate 2 W OVERHANG(OH)LENGTH IS PRODUCT ReNEWED P-h0ak 7 7 7 7 7 7 ' 7 7 0 0 0 8 42 2•1l7' +38.7 ps1 S ns comptying wlth the Florida EQUAL TO OR GREATER THAN euuame coae 43 '�112" +80,0 p9f p THE OVERHANG HEIGHT IS raon-No. 15-1210.02 USED IN EXAMPLE ON SHEET 0 q4 4-1116" +80.0 psi EXEMPTED FROM WATER exp�ratton Date 04/21/2021 qs q$Jg^ +�p0,0 psf INFlLTRATION RESISTANCE. ey • Mlaml-D de Producf Control ANEL�H GHTD DOOR HEIGHT 12 8 2118" `l,`\�oa��LYtJM'A7/���!� I \ `,4�;•��CENSC''•,'P 7ABLE NO7ES_ � P� '��' ____ �VINYL SIIDING GLASS DOOR NOA $ 10/05l15 =�' ���'���'' _ 1)IF WA7ER 1NFILTRA710N RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 - : AND TABLE B1 DETERMINES THE WATER LIMITEO(+)DP. �DP 8 ANCHOR QUAN7ITY TABLE �& J F20SOWSKI =.�.; (� f6,:�` 2)IF WATER INFIL7RATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIa 1,A SILL e a • ��G'•, �Ye�F . `>.; RISER IS NOT RE4UIRED.IF SO,+DP'S SHOWN IN TA9LE 1 MAY BE USED. — � �� ' �`�'••.F�omoP,•�j�` 3)SEESILLRISERTYPESONSHEET4. CeaT.oFnurH.flzezes m � '.,Fss• ••.••• `r1,� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE � _�� �����n��A1;���`` G)REFERTO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 8)SEESHEETSII-16FORANCHORLOCATION&SPACING (941)-480-1600 SGD-5470� NTS � 70F21 4� MD5470.0 ,�� A.L1PEpIJL�LOR,P.0 i. I - � TABLE 2: " Design Pressure(DP)and AnchoY4uantltles Requlred, ANGHORAQE'['YPE PERSUE3STRAT�REQUIRED TO ACHIEVE THE DESION (torali appm�ed aonUgurations on 8heet 2} pR�SSURE,USIN�THE ANCHOR QUAt�iTlE6 L1STEp BEI,OW.SEH TABLE A, Goar Unll Helpht SHEHT 1 FOR COMPLETE ANCHOR LIMITATIONS. U5e thls tabis tor. �, gg, 1a8° '���" Aslra9al Reinfareernent 1Y28 g�" THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDI7tONALLY,THE tookat{(a Refnio7cement�Y26 BB-15N8°D�0'Hetght t2-SbI18 DLO Height 84-15t19°DL4 Nelght 96-95l16"DLO Helghk 10W15t16"DLO Helght �����M POSITlVE DP DUE TO THE SIIL HEiC,ttT Mt75T AI-S4 6E GONSIDERED,SEE TABL,E B2,TIiIS SHEET, Hp lnfedock Reinioroement tF20 A AnBhar GCup D A AnBhor G�up � A AnBNor GrCoup p A Anc�hor G�up � A Anghor G ouP D #OF ANCHORS THROtJGH'THE NEAD&S1LL.(EX:FORC3+i,3 APtCEidRS - �Tgg,q/_�ss,d ! +iso!-lso pst +l37.11-137.1 psI +izof-l30 psf +108.7/•1i6.6 psi `Y�..GLRlSTERFD AT PANEL ME�TlNG POlNT AND d ANGHOR REQUIRHD AT De9tgn Pressrne Ps MIDSPAN OF PANEL). 19•1/8° Hes�gp� G5r1 C5t1 C5+1 C3+1 C5+1 C5ti1 C6+1 G3+� C5+1 C5+7 C5+1 C3+1 C5+1 C5+1 C5+1 C3+� G5+1 C5r1 G5+1 C3t 24" DLO 74T{tl#QF ANCNORS TNROU6N Tt-iE JAMe. Width �amb 5 5 � � s 5 7 � 5 � 7 � 6 8 $ 8 6 � g 6 _THH#OF ANCHORS REQUIRED THROUGM THE P-HOOK, P tmok 7 7 ? 7 7 7 7 7 8 S e fl 9 9 �J B 10*g7�8 J g511 f,o PERPENDICULARTO THE GLASS. +141.8/-'!4l.8 F +q33.B/-433.6ps( +113.9/-113.epsl +89.1/-107.Apsl FS Des(gn Presse�e P$ 25"�t$" NeadlS[ii C5+2 C5+1 CCi+1 G3+1 GB+i G5+1 C5+1 C3+i C5+'1 G5+1 C6+1 C3+4 C5+'S G5+1 G5+1 G3+� G5+1 G5t1 G5ft G3+1 36' pl0 Jamb 6 5 7 5 5 5 7 5 6 5 7 6 6 6 S 8 8 6 8 8 Wtt$h � � � � � 7 g g 8 8 9 8 g $ 10 10 t0 10 P-hook 7 7 7 +g8.5t-98.5psf +85.31�92.4psf +75.3(-81.6Asr FlG'1tl,���"�- ppsignPressme +123.9/-t23.9psf +i18.41-i16•dpst 31-118" K�adlSlU G5*2 C5+1 Ca"*Z G3+� C5}2 C5+1 C6+�2 C3i1 C5+2 C5+1 G5�1 C3+� Cb+i C6+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 OH LENG7H �� pf.Q Jamb 5 5 7 5 b 5 7 5 5 8 7 6 6 8 8 S B � 8 � � Wldltt P n� 7 7 � T 7 7 7 7 g $ a a 9 9 8 9 70 10 70 10 � DQOR ASS�MBLIES +878/-87.8 f +75.7/-82psf +66.5/-y2psf � iNS7AL1.E0WHERETHE � LJQsfga Pressura +�04.5l-l04.6 psf f 109.51-i09.5 psf PS s OVERHANG{OH)LENGTH IS a a�-i��II HeadlSlil C6+2 C3+2 C5+2 C3+1 C5+2 C5+2 G5+2 C3�1 C5+2 C5;'� C5+2 C3+1 C5+2 C5+1 CS+2 G3+1 G5i-1 �1 G 8 1 G 6+1 � EQUAL Td OR GREATERiHAN � A�' Dl0 p TNE OVERHANG HEIGHT IS a Jam6 5 5 7 5 5 5 7 5 5 5 7 5 g 6 8 6 6 EXEMPTED FROM WATER .� Widih G P-hoak 7 7 7 7 7 � � � $ 8 4 8 g 9 g 8 �p �6Ql-85 psF INFlLTRAS(ON RESlSTANCE. +gp l-80 I +SOI-BO pst tGQJ-85 psf o pesignPressure +Bp/-80ps1 AS z A3'1l8�� Head1S0I C5+2 C3+2 C5+2 C3t1 G5+2 C3+2 C5+2 C3+1 G5+2 C5+2 C6+2 C3+1 C5+2 C3+1 C5+2 C3+� C5+2 C5+� G5+2 C3+1 48" OLO ��mb 5 5 g 5 6 5 8 5 5 6 7 5 6 6 i 8 8 8 8 � T,4BLE 82: PRODUCT RENEWED Wtdih as tcmpi ing w[th tho Ftorida Pfi�k 7 7 7 7 7 7 7 7 S S B 8 9 8 9 9 10 10 10 14 (yqfet•Ltroifed 9uliding�ode fi74.4l-79.ipsf +74.9/•74.lpsf +63,F!/-63.Bpsf (+}D0slgnProssure NOA-No. "(5•1210.02 Aestgn Ptesstue 04I21/2027 A�'�«� Head/51U C5+2 C3r2 C3+2 C3+f C5+Z C3+2 G5+Z C3+1 C5+2 C3+2 C5+2 C3t1 SI� Nom.SIII Max.(+)aP �P��tfon Dale 64^ DLO Jamb 5 6 B, 5 5 5 6 5 8 8 6' 5 Wset Ke1�t Attawad er W�d� p.h�g 7 7 7 7 7 7 7 T B 8 8 8 (ijpj gYg�jHb181i11heSe Slz@S. Iv��am- e nroduct ontro +GO!-6o pst +BO/-60 psl 3dan9 1-11118" 34s�tote2 veslgn Pressure +6D/•BO psf 42 21l2` +38.7 psf 55-St8° �{�a�7S G3+2 C3+2 q+2 G3+i G5+2 C3+2 G3+2 C3+1 G5*2 C3+2 C5+2 G3*t q3 �,U2' +$0.0 psf 80" DLQ Jamb 6 5 6 5 5 6 5 5 5 6 6 5 Wtd1h A4 A-1118" +80.0 psf P-hook 7 7 7 7 7 7 7 7 S 8 8 8 ,�5 q.g(B' +100.0 pst D[.OWIDTH=NOM.PANEL.WIpTH-8-9116" ��`��,�LYNNhtr����ii DLOHEiGHT=pOORt-{EIGHT-11-9198" ` ,Z,p;......... t�. � PANELHEIGHT=DOORHEIGHT-2-1/2° =��; �>c�'vsr�'� ���� • '�'� Ido.567u:, . � � TABLE NOTES: �VttVYL 3�1DlNG GLA85 DCJQR NOA � 14t05!"!5 •. � =. n'� i)1F WATER iNFll-TR�T�ON F�ES4STANGE IS REQll1REDD,P E I.E53ER VALUES QF EfTF1ERTABLE 2 �pp&p,�GHC1R{2UAiVTtTY TABI,E $ J RO$C)WSK1 r u C� !�i ��1= AND TA6LE�2 DETERMINES THE WATER LIMITED() � ,� .�n•., srnr_or• ;''��`' � � �{ : .T�� .;FLCiR14p;��1('J,� 2}(F WA7ER INFI�'iRk?IQN RESISFANGE!S i10T REG1UiRED OR OVEftHANG kS PER F4G 1,A 5ILL � a R15ER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED, CBR7.oFAUiH.tIZB298 � �$ �f'��S��on�at- ,•` 3)SEE SSLC RtsERTYPEs ON SHEE7 4. 1070 TECHNOLOGY DRtVE � �i rrr 1 r i i i�s�ti� ` 4)SHEET APPI.IES TO 2.3 AND 4 TRACK CONFIGURATIONS, N.VENIGE,�L 3A275 A.1.YNN MILLBR,p.e. 5}REFER TO ASSCHOR NflTES,SNEET 1. 941-4$0-1600 SGD-5470� NTS � 8 OF 21 � MD•647d.4 �$ P.E.tl387t4 6}SEE SHEETS 11-t6 FOR ANCh10R LOCATION�SPACING � � EXAMPLE: Q CEN7ERLINE 3EEFIOUREBELOWFORAD01710N/1L 3•PANEL,3TRACK,STRAIGHTCONFIGURATION-PXXX� FRAMEJAMOREQl11FE0 HEADSPLICE �NT�10� LCFMERUNE ap�M�7LOCK �CHORINPORMA'f10N. @ INTERIOR POGXETS I OF INTERLOCK INTERIOR MOUNT POCKET,A8"X e4'NOM.PANELS, e� CENTERCINE CENTERLINE CENTERLINE LAMINA7ED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, M11X• OFPANEL i OFPFNEL 2 OFPANEL 3 PROJECT DESiGN PRESSURE REQUIREO:+482I58.6 PSF POCKET BY OTHEft9,SEE - NOTE 0. 6HEET6 28•318'MAX. 8' j •�2' •+2'ANCFlORAOE, •a2'ANCHORAGE, MAX. ANCHORAOE, SHEET 72 SHEET 12 8. ,�, SHEET�2 .�.CLUSTEP, 'C3'CLUSTER. EX7ERIOR SHeeTtz 6HEET'12 ENDANCHOFiAGE � �s �—��—� &EEPOCKEiJAMB (MIN.IANCHOR) �" SPLICENDTE: IN9TALl-ATIONON HEAD ANCHORAGE DETAILS NON�STRUCTURAIANCHORBMAY � SHEET6 pXXX 3-TRACK). OPT.ANCHOR E�� BE ADOED IN•FIELO AS NEE�EO TO TO AIp IN� pLIGN THE fiEAD OR 611L IF A ALIGNMENT SPLICE OCCURS WITHIN A POCBET. IN7ERIOR �CENTERGNE �CEN7ERilNE SEE FIGURE BELOW FOR ADOITIONAL _ SII.LSPLICE OFINTERLOCK OFINTERLOCK ANCHORINFOFOv1AT10N. B' CENiERLINE CENTERLINE CENTERl1A'E �—���-1 MAX. OFPANELI �FPANEL2 OFPANELJ POCKET6Y o ° E%TERIOR INTERIOR OTHERS,SEE o N07E 6, o 0 0 0 0 0 [� S� SHEET 6 ,�Z, 26J'(B"MAX. g• •r2•ANCHORAGE, ^+2'ANCHORAGE. MAX ANCHORAGE,- SHEETII SHEETII SNEET'I1 .C3•CLUS7ER, 'C9'CLUSTER, IXTERIOR SHEETI'I SHEEi11 ENDANCHORAGE � 72.� 21.6' FRAMEJAMB SEEPOCKETJAMB (F11N.1MCNOR) MAX. REQUIREDQ INSTALLATIONON SILLANCHOF2AGEDETAILS O.C. IN7ERIORPOCKET6 &HCETO p)()()((3-TRACK) PRODUCT RENEWED 1)KNOWINGTHE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 as campl In w�th the Florlda FOR A DESION PRESSURE THAT MEETS OR EXCEE�S THE REQUIR�MENT OF eulming�o�o +q8.2/-58.8 ATA NOM.PANEL SIZE OF 48°X 84".FROM TABI.E 1,SHEE7 7,THE xoA-No. 15-1210.02 END PANEL ANCHOR EXCEPTION: Exp�mtlon oeto 04/2'U2021 DESIGN PRESSURE IS+80/-60 WHICH IXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT q.USTER_� PRESSURE REQUIREMENTS, ro Be zaalo•o.c.oR4ess By Mla -U roduct Contro) FOR WOOD INSTALLATION USING ANY Headf8l� C3+2 ANCHOR IN GROUP A(SEH TABLE A),TA9LE �mb � 1SHOWSANCHORREQUIREMENTSOE: P'� 7 . 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF ENO PANEL e•taax. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT a-Max. - FORSILL(SHOWN}ANDHEA�,ANCHORSAT'THE OP7.ANCHOR THE INTERLOCK/ASTRAGAL. MIDPOINT OF END PANELS ARE ONLY REQUIRED IF 7HE � ' TOAIO IN MEAD(IN7ERMEDIATE ANCHORS):_SHEET 12 FOR THE"+2 ANCHORS AT THE O.C.PIS7ANCE TO THE NEXT ANCHOR CLUSTER IS OVER ALIGNMENY � MIDSPAN OF EACM PANEL. P-HOOK JAMB SILL(CLUSTER ANCHORS):.SHEEf 11 FORTHE"C3"CLUSTER ANCHORS AT 25-3l8",OTHERWISE ANCHORS ARE NOT REQUIRED AS \`���F;�,4yNNJ/�j����i��� ANCHORAGE ANCHOCtAGE THEIM'ERLOCK/ASTRAGAL PERTHEFI6UREA80VE; ;,�,1,0••�`cFtysF•.'•F,P .J SILL(INTERMEDIATE ANCHORSI:SHEE7 11 FOR THE"+2 ANCHORS A7 7HE DETAILS DETAILS MIDSPAN OF EACH PANEL, =`�'�:� tao•��u7o5 �� �� JAMB:6ANCHORS,SHEET 13 FOR GEN.lAYOUT �VINYL SLIOINO OLASS DOOR NOA � 10106(16 _ . _ FORPRODUCT REFEftENCES,AISOSEE: P-HOOK:7ANCHORS,SHEET 13 FORGENERAL �STRAIGHT DOOR EXAMPLE �m� J ROSOWSKI �.a�� �t[!� A)SHEET'2 FOR AILOWABLE CONFIGURA710NS AND EXACT LAYOUT. '.'A'•.. �����f ; ��� LOCATIONS OF CROSS-SECTION DRAWINGS. � � ' � P,•-��� B)SHEET 10 FOR SPECIFIC GLAZING NPES. 3)INSTALLATION DETAILS INTO WOOD CAN — � ��'� �'••,F�OFU� ��` C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CAIL NAMES. BE FOUND ON: ceRT.oFnurn.uzezes m �� ��''icSS/�) q1•�\��� D)SHEETS 4&10 FOR EXTRUSION CROSSSECTION DRAWINGS. HEAD&SILL:SHEET 4 7070 TECHNOLOGY DRIVE � � �'�ii���i�s��`` �SHEET 19 FOR INSTALLA710N OF ADDITIONAL ACCESSORIES. �pMEi:SHEET 3 N.VENICE,FL 34275 �.LYNN MILLERP,E F)SHEET 2t FOR A BILL OF MATERIALS. P-HOOK SHEET 8 (941)-480-1600 SGD-5470� NTS � 9 OF 21 �� MD-6470.0 �f P.e,p raroa saicaNe HOT-MELT BUTYL srnucruRn� STRUC7URAL SILICONE 9/i8'NOlA. POLYISOBUMEN 1�4"NOM. FOAM WITHDESICCANT W�rH 1-1118'NOM. � DESICCANT EXT.¢LASS EXT.GLASS 3l18"TatASS �6 �e 11/78"AIRSPACE �� �A 3116'T GLASS PAINTED/ INT.GLASS INT_OLASS Oo � ///���LAMINA7ED �SURFACE �75 KObISPACE 7e SUPER a°`�A'°R ' � 4SG TPS 0 SPACER�NXT'"' ORLA2ED•IFA82-83 S'O� I , � D � ���s� TowpRosn+ee�crewor+. i B�E � I a��� , , PRODUCT IS 9N7CRlOfi ��fl GLAZEb'IF p02-8315 � TOWARD3THEIMERIOft. � ALUMINUM ee ftEINFORCEMENT pOLYISO• DESICCANTFILLAREA BUiYLENE 5/16"NOM. 5N6'NOM. SEAL GLASS DETAIL BUTYL& SIIICONE SEAI DESICCAM ROLL-FORMED PRODUCT RENEWED FOAM STAINLESS STEEL NOTES: as complying with the Florida Bulldl�Code EXT.GLASS 1)BACKBEDDING SURFACES SHALL N07 BE PAINTED OR LAMINATED. Noa-no. 15-7210.02 EXT GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. Expiret�on Daea04/2112021 °T"=TEMPEREO er 1tJ�GLASS ���.�SS Minm-n raduet Cont ol DURASEAL� XL EDGET"' �� SPACER 78 SPACEFt �����.�IYNN/K������i� � . ! i ``�4�'�•'�,�GENSC'•.F� : Q�. '.'�it� �VINYL SLIDING GLASS DOOR NOA a 10/05/15 '��� N��58705 J . } : � aLAZING DETAILS � J ROSOWSKI =��'•. � 21S 16 • �= � � �'A�' sr�'�=w, e ;o.c�'•. ti��on,o�:•`G`. ceRT_oFauiri.nzszse � �E -,,FS •• ��a�• 1070 TECHNOLOGY DRIVE � 8� '��,S�ONAL`���` N.VENICE,FL 34275 g 9 A.LYNN MILLER,P.E. (941)-480-i800 SGD-5470,� NTS � 100F21 �€ MD-5470,0 �� p.E.fl58705 --- - � SILL CLUSTER ANCHORS LAYdUT: S1LL"+"INTERMEDIATE ANCHORS LAYOUT: ASIRAOALOR AS7RROAL6R PA��" pANEI INTERLOCK- INTERLOCK� PANEL CENiERUNH CEMFRLINE , 4. CENTER�INE _4� CEN�HiLINE 4„ CENTEftLINE� 4�� .� �� ..... p � � � e . � O � O p . ..���� EX7ERIOR EX7ERIOFi EXTERIOR EXiERIOR EKTERIOR � 27RACKCttSSTER'C3• C� 2•7RhGKCLUSTER'C5' �' 2TFACKiNTERME01A7E �% Y-TRhCKINiERMEtNA7E � �7RAGKINTERMED1AlE ANCryOR LOGA7ION9 ANCHOfi LOCAlIOh'& •F1'ANCHOR LDCATION 't2"ANCHOR LOCATIONS •+3`ANCHOR LOCATlONS ASTRA{iACOR tSTRA6AtOR INfERLOCK- IMERLOGK• PANEL PqNEI PANE4 CEN7ERLINE 4° CEMERLWE 4" CENTER4INE CENTERLINE q" CEFfTERttN� 4n _. ...... ........ .. .����������� , .... 0 P � � • SXiER70R •-►� -32?" f, �EnRtO 3.22" EXTERttlR EXTEREqR 322" E74TERIOR �--�� 3.22„ '� &TRACKCWSTER"C3' �J 3•lRAGKCLUSTEft"C6' '�' 8�7MCKINTERMEDIATE � 3TRACKIN7ERMEOIATF. � &7FtACKiNiERMBDIATE ANCI ION LACATlON6 ANCHOR lACA71DMS "+1°ANCHOR LOCATION '•2"ANCHOR 40CATiONS '•3•ANq10R LOCA710NS ASTRAGAIOR , AS7RAOALOR NANEL PANEL PANHL INTERLOCK- IN1EFiLOCK- CENTERIME CENTERLWE CENTERLINB CENTERIINE 4" CENTERLINE q" 4" �.. �:,.,� �... 6 0 V �.. ..����� O 0 O O EXTERIOR 3.22" FXTEt-ft�tOR 3.22° EXTEnRIOR EXTEnR EMfE'RtIUR 3.22" �/ a-7W�CK Ct,U3TER v A 7RACK CLUSTER " 4 TRACK INTHRhtED1AT8 v d TRACK 1NTERMED'viTE `� 4 TRAGK iNTEftMEP�ATE ' 'C3'ANCNORLOGATItlNS 'CY ANCHOR LOCA710NS '+1`ANCHOft LOCA710N 'iY ANCHOR LOCAT10N9 '•3'ANCHOR LOCp,T10NS NOTES: , v�auncsrers7nwroit+eFacavwcsat 1}AI��D6MENSIflNS SHQWN ARE BASED ON NsENtMUM ALLt7WED. NOT�S: �NI�AME�UlEANCH4ftLOGATION9: 1)ALL DIMENSIONS SHOWN AR�BASED ON MINIM�M ALLOWED. 2)TRACK-TO-TRACK 2 3�5„ DISTANCE!S 2.376" � 2)TRACK-TO-TRACK FOR A«SIIIS: � DISTANCE IS 2.375" 2.375" FOR ALl SILLS: PRODUCT ltENEwEi? �l��ti t t t}t t t t rrl Headl5iit *� suilai�coa wstn tno rrortaa ����o`�f{.YNN.jy�1 ���'� F�aweesr�crnwtoxneFauonm�s�u P-trook 7 xop-No. 95-1210,02 ti�`���`.�`���NSE'��FT' :� ciuszEantacrwaioctnoxs: explrntran oat �4f2Z�2a21 �' �7k:' ':�r' �V(NYL SLIDING GLASS DOqR NOA ,� 10106/15 ey ; No.;i'.3705 •_. ; Mla i- e Product Control �ANGHOft LOGATIQN3 A �m� d RQSQW3KI '.n��' � �? ��i: G(�`i`�� • n �75= s�n k . jtt " � %U^ '--�'caR�a�•�'��`�:� tieawsaa ca� CERL OF AUTN.H28296 � �� ��S'S�UNAI_`�;;•�• 1070 TEGlit�lOLC}�Y Df21VE �� rr t�r��s tt P Iuak 7 N.VENtCE,PI.34275 °� (941)-480-7800 8GD5470,� NTS � 11 OF 21 ��C MD5470.0 � A.I.YNN MRLER,p.e. P.EY 6870.5 i � HEAC1 CLUS7ER ANCHORS LAYpUT: HEAD"+°WTERi111EDIATE ANCHCIRS LAYOUT: . ASTFhGAtOR A3TW40At 032 PAN�C �a, INTfRIDCK--- �}�� ' INTERLOCK— Q" PdNEI CENiERUNE 4° PANE4 CENTERLINE CENiEflWNE CENTERl1NE—~ CEMERLINB 4�� �� .� .. � . . � :... .u.. � _�. � ._.�. EXTEftiOR �$,�° EX7ERIOR 3,� EX7ERIDR EXTERIOR 3.'L2" �XTFl310R j�_ 3.22" � 2•TMCKOLU&TER'C3' '� 2-TW{CKCLUSTER'CS � 2-TRACKWTERMEDtR7E �f 2-7RACKiNTERM@OthTE_ V 2-TRACK)NTERMEDIATE ANCHOR LOGR71pN3 ANCHOR LOCA710N5 "+P ANCHOR LOCATION '�2'ANCHOR LOCATIONS •rY ANCHOR LOCATIONS ASTRA6AL6R ASTRA6AtON IN7ERLOG{t—r INTERLOCK— PANEL PANEL PAh�� GENTERLING 4� CENTERIINE � 4„ CEMHRLIN� CENiERI.INE 4•�b„ CENTERIINF.~ 4�� ,... _,,:::::—�...... ..,� ._ � ��... ':LII'. .... EXTERfOR --"`+ 3�22" �FRtOft —►t 3.22° EXTEPo032 �XTER7Cift EXTERIOtt '—�i ��`�" '� 3•TRACKCLUSTER'CS' '� 3•TMCKCLUSTER'CS' V 37'�pNCHOR OCA7l�ON �/ 'f2`�A H'ORLROCATONS � 3•7RACKINTERMEQIA7E ANCHOR tQCATtONS ANCHOR LOCATIONS *5'ANCHOR LOCATIONS ASTftAGAL OR AS7RA(3AL OR ANEL IMERIACK— INTERLOCFC —�- � RI,INE P��� p��L' 4" CENTERLiNE `; C£NiER11l� 4 CENTERLWE CEtSfERl1NE :�� ...... +' CENTB:::=, ---� ' EXTEWOR 3,22" 6XTER(OR 3.2`1" EXTERIOR EXTERIOR ExTERIRR 322° � ��ty 4-TR4CK INiEFMEDLITE Cny a TRACK SNiERtdEOtATE^+2" �n7 d TRACK tNCEfiMEOlA7E'+8° 4�7RACKCLUSTER v 4•7RACKCW57ER � •N•ANCHORLOCATtON �" ANCHORLOCATIONS �` ANCHORLOCA710NS 'C3'ANGNOR LOCATIONS 'C5'ANCHOR LOCATIONS ' NOTES: �iaur�s PmrawToatE�numnrtct�ta 1)At.l.DIMENSSONS SHOWN ARE 6ASED ON MINIMiiM ALLOWED. R7TEttM€DNTE+I4SCHORLOCA710N5 I NO7E5: 9)ALL DIMENSIONS SH4WN ARE BASED ON MINIMUM ALLOWED. 2)7RACK-TO TRACK DISTANCE IS 2.375" 2,375" 2j TRACK-TO-TRACK FOR ACL HEADS: D15TANCE IS 2.376° 2.375"' FORALLHEADS: � , PRODUGF KENEW�iJ ��'��� LYNN �rr�i H96dl6In 1 a4 cOmp7ying wifh tha Ftorida 4�� �0�1� ,.,•••'�tt�� fi� FIGUAE4PERTAINTOTIfEi'OLLOVIIN HEA4 �k 7 NQA�NaCoda ,�5-72�0.�2 1 �`���.1G+[NSF",F�Q �� CLUSTER ANCM4ftU7CATiONS: ExpiraSon oala 44121(2021 ��_ ��t % Na.5S"t65 �VINYL SLIDING GLASS DOQR NOA � 10l05/15 miu -o rroau�~�c t� ;�l��` �t� i � �ANGHOR L.OGATtONS B �m J ROSOW5Ki ��' sT u� �.��' fi . fi P�,:'��: � 3 �'�s,�, tORSn_ 'C�('/�� CERT.OFqUTN.iY1B289 $ �� �i �U����y.�'�`� FleadlSfll 1 � �� �i��������� .�ma s �Q7a zFcxNota�v o�tvE � p•nok � N.VENICE,FC.34275 (941)•48D-1800 SGD-5470� NT8 � �20F21 �� MD-SA70.0 �� A.I.YNNMILLER�P.E. P.E.N 68706 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYaUT��PARTIAL VIEW�: FIGUAESPERTfJNTO7HEF0114VAN0.4VdDANCHORLOCAt1oNs : -- — y„� r-- 2.875" `-*�j �"*- 4.7a" r-�—�- 7.92&" � � � 6" MAX. 21.8" 21.6" 21.6" HeetlIS01 C3+1 MAK. MAX, MAX. Jarnb 6 P.C. �_- �� O.G. E�# O.C. fiXTERtoa P-haaic. 7 �-✓ � OPT.ANCH4R� TO AtD lN ALIGNMENT g�, 8�• �� NO'1'ES: MAX. MfVC. MAX. 1)STANDARb ANCHOR LOCA7IOMS SHOWN. 2 TRACK FR+iME I 3-TRAGK FRAME � 4-TRACK FRAME SE S.OGA ED N AD ACENT TRACKS RS MAY JAMB ANCHORS JAMB ANCHqRS JAMB ANCNOF2S (SIMILAR TO THE 2-TRfICK JAMB)AS REQUIRED TO MEET MIN.EOGE pISTANCE CONSTRAINTS. 12" MAX. JAMS JAMB JAMB {3)WEEP NOTCHES (q)WEEP NOTCH�S (��µp (5)W�EP NOTGHES PER END @ t"X.500' pER END @ 1"X.500" )� I"'� PER END Q 1"X.600" � t� SILL � \� S1Li. EXiERIOR S��� (� EXTERIOR � EXTERIOR 6"MAX. (3)TRACK WEEP FiOLES � EVEftY24"@1.125"X,190";� (6)TRACKWEEPHOLES�`_ (�0)TRACI<WEEPHOLES �� OPL ANCHOR (1)WEEP NOTCH EJ�RY EVERY 24"Q 1 125"X.190"; EVCI�Y?A"@ 1.126"X.19�";_/'� � 7Q AS4 tN 24"Q 1.875°X,60D° (9)WEEP NflTGH�VERY {1}1M1�EEP NOTGH EVERY ALIGNMENT 2d"C�'1,3T6"X.S00" 24"@ 1.375"X�800° NOTES: y}sE�Tne�Es��7�oR�w�cr c�vr,HnrY S3L1..WEEPNOLE 1,AYOUT(2,3&4 TRACKS� PRODUGT R6NEtM1iED lt�t 11i i t!1 t 1rJ J OF ANCHORS RE�UIRED IN THE P-HOOK. supd np cong with thv Ftorida ``���o`�,�4Y��l����l4���/ d FIQUpL�PERTN870TH[FOLLOWINpFOCKeiJAMe � NOA-No. 15-1210.42 �� *�';•'��pENSF' F�p � •t4 ANCHORl6CA'ltO+iSS ., �is� exp3raftaa Dato Q41291202'1 „ r4 . �'•,-j�= Plo.:�705 � ���� �VINYL SLIDING GLASS DOOR NOA � 70/05/95 ey ,, ... : � Mla -D ploduct CoMrol � o �ANCHOR�OCATIONS C �� .i R054WSKi ���-�+ IS{G ;.tu�; n fj • S (E F ,' J� � � .�'ni� '.�'l.Of110n��' ���: CERT.OFAU7N.1f2920B � � ��`S'�'+����..•.• 1`C,1��� Hae4fS111 C3t1 �. N '�i a(V�,l. Y��• ,�,�, � 1070't'�C}iNO�OGY 4fttVE � �� �'++t t t 1 t�t`' P•nook 7 N.VENICE,FL 34275 (941)�q$0-1600 SGD5470� NTS � 130F21 �$ ti7D-5470A �� 0.LYNNMILLER,p.e. P.EtF6870.5 riaurces rearaw To n� • HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: S1LL 90° CORNER CLUSTER ANCHORS LAYOUT: Fa��oA�•��9sR� � � so° 0 q� 4� 4" 4,. � q.� 4� 4� 4„ � o � Headlslll 1 3.�" 3.22"EXTERIOR o � o o P-hoOk 7 EXTERIOR 2-lRACKBO°CORNER 2TRACK80'COPNLR J� •C4'ANCHORLOCA710NS �' 'C8`ANCHORLOCATIONS �/ 2-TRACK90'COFINER �XTERIOR 2-TF7ACK90'CORNFR EXT� (IJSE WHERE'C3'IS SPECIFIED) (U9E WHERE'C5'19 SPECIFIEO) 'G1•ANCHOR LOCATION3 'CB'ANCHOR LOCAl10N5 (USE4YHERE'C3'19 SPECIFIEtl)� NSE WHEPE'C6'I6 SPECIFIEO) � � � � 0 h. q„ o PROm�UCpng RENEWFiortda 4" 4,� � Buflding Code NOA-No. 7 5-121 Q.02 Expiratlon Oate 04/21/2021 4" �1 �„ 4, D MIa 'de Product Cantrol 3.22" 322" 3.22" EXTERI R EXTEf110R 3•7FL1GHB0'CORNEH EMEnRIOR 3-TMCK80°CORNER -� 9-TRACK00'CORNER EXTERIOFi 3-TftACK80'CORNER � 'C4'ANCHDRLOCATIONS V 'CB"ANCHORLOGATlDNS V 'C4'ANCHORLOCATIONS � 'C8'ANCHOR40CATIONS (USE WHERE'C3'IS SPECIFIED) [USE VdHERE°C6'IS SPECIFIED) (USENRiERE'p'IS SPEGFlED) (USE WHERE'C5'f3SPECIFIED) � � � � \��� ����/� - " ° ������1NN M1C�E���. - - 4„ a.� 4,� ,�,� ``�,�U�•��Nse'. R �� `,. �� '•.i� - Q• ,QioS . ; q" ���' xo- _ 9° 4 = �•,� ;5�6 ��; ,. --a •. s�E o :`<�_ %�O�••.,�.oM�e;.•`,CG`: EXTERIOR 3'22� E%TERIOR EXTERIOR 41 3��' E%TERiOR ���SSIQNP�'��\ 4•7RACN90°CARNER 4•TMCK00'CORNER 4•7RACKBD'CORNER 4•TRAGI(BO'CORNEft � �Ilr�lllllll�`` 'C9'ANpiORLOCATIONS � 'O6'ANCHORLOCATIONS � •Cq•ANCHORLOCATI�NS � 'CB'ANCNORLOCAT10NS (USEWHERE'Q'lS5PECIFlED) (USEWHERE'CS•ISSPECIFfEDj (U,qEN11ERE'C9•ISSPECIFI�} (U$EWHERB'CS'ISSPECIFIED) A.LYNNMILLEA,P.E. P.EA 50705 NOTES: FIGURFSDERTAINTOTHEFOLLAWING90•COFtNEH 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUMALIOWED. �VINYL SLIDING GLASS DOOR NOA � 10/05l15 HFlDANCIIOfI LOCA710N8: 90' 2)DETAILS DEPICT ANCHOR QUAt3TITY AND SPACING,AND WOULD BE � pNCHOR LOCATIONS D � J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. J Headl9{II C3 1 l � � �� Jamh 6 9)TRACK-TO7RACK 1 CER7.OFAUTH.t129288 P-hook 7 DISTANCE IS 2.376" 2.375" 2.375" � ry FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE � �� N.VENICH,FL 34275 (941)-480-1600 SGD-5470� N7S � 14 OF 21 �� MD-5470.0 �� SlLL.135°COR(�IER CLUSTER ANCHORS LAYOUT: Fa'io°Hti+iic`s"sTco�r°�"sLL HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: u+cHa+�ocn,pus: 135° � � � � � q" q^ a�� 4^ o e a• o neaa�s�i � Jamb b � XIERIOR 3 ZZ„ EXTEAIOR EXTERIOR 4„ EM�ERRIdR P-hOOk 7 2-7N1CK195'CORNER � 2-TRACK139'CORNEft � ZTfiACK195'CAFUlER � 21RACK195°CORNER V 'Cq'ANQ10R LOCATIONS 'C6'ANCHOH LOCATION9 •G'ANCHOR lACA710NS 'C8'ANCHOR LOCATIONS (USEWHERE'C3'IS SPECIFIED) (U9E WHERE'CS'IS SPECIFIED) (USE WHERE'C3'13 9PECIFIED) (USE WHERE'CS'IS SPECIFlED) � � f�� a„ /� 4" 4" 4" PROpUCT RENEWED o ° 4" as eomplyIng wlth lhe Plorida Q" Buflding Code NOA-No. 15-i270.02 4�� explrntlon oate 04/21/2021 ` o FJ(TERIOR EXTERtOR T�%ERIOR� EXTERIOR 8y —� n n� _� f1- Mlam-� roductConlrol V 3.22" V 3.22" V yTMCK 135°CORNER &THACK 135•CAFiNFR 3-TftnC!('135'COMIER 3lFiACK 135°C�RNER 'G1'ANCHORLOCATIONS 'CB'ANCHORLOCATIONS •C4'ANCHORLOCATIONS •C9'ANCHORLOCA710NS (USE KM1IERE'C3'IS SPECIFIED) (USE NTfERE'G5'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) NSE�ERE'Ci'IS SPECIFIEO) 4° 4" 4° ° ���\C�(1YNrV/��r����i�� 4" ��p ,,:.. ..,,C��, %. ��.Sa'�'� \�GEtJSF � ° o i i•lo.;;a705 .-!r; � 4" 0 4° - ": � �_.�1 . S1 �.�J� EXTERIOR EXTERIOR� %�U�. S f/YIL"C1-� ��SCC/: EXTERIOR EXTERIOR �-3.'2Z"� �i�C� .,FCORID�-'a(�`� �f-1y 2I�Iy i 4TMCK135'CORI�R v 4•SRACK'135•CORNER v 4•TRACK735°CORNEli ATRACK135°CORNEfi ��is•Q��J�n�_�\`��� .. 'CA�ANG IOR LOCATIONS 'CB'ANCI lOR LOCATfONS •C4'ANCHOR LOCAT10N5 'C6'ANCHOR LOCATIONS �/������������ USE WHERE°C3"IS SPECIFI�) (USE Vh1ERE'CS'IS SPECIFIED) (USE VAiE7iE'C3•IS SPECIFIE� (USE VYF1EflE'C6'19 SPEGIFIED) ( A.LYNN MIILER,P.E, P.E.1i 6870.5 NOTES: FlOURE9PERTAINTOlNEFOLlO'MNa 1�5'CONiER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOW�D. �VINYL SI.IDING GLASS DOOR NOA � 10/05/15 HH�D ANCNOA L000.TION5: 136° 2)DETAIL9 DEPICT ANCHOR QUAN7ITY AND SPACING,AND WOULD BE �pNCHOR LOCATIONS E �� J ftOSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. HaeNSlli 7 � � �g Jom6 6 3)TRACK TO-TRACK c�rtr.oF nuni.H2o2es P•hook 7 DISTANCE IS 2.376" 2.375' 2'3T5� 1070 TECHNOLOOY DRIVE � �� FOR 1�LL HEADS AND SILLS: N.VENICE,FL 34275 (941 J-480-1800 SGD�470� NTS � 15 OF 21 �� MD-5b70.0 �� , HEAD SPLIC�ANCHORS LAYOUT(p`)If�l7ERLOCI(OR ASTRAC`.�AL: SILL�'uPLICE ANCHORS LAYOUT{pi INTERLOCK OR ASTRACyAL� FIdUNESPERTAINTOIMEFOLCOYfNC � - SPI.FCEDSILLANCMORLOCATIONS: SPllCE SPUCE , i.00ATION 41e l0 ATION � LOGATION SPLICE 4" �n LOCATt017 � .a^ �..+ �,,,: ..,:: ���� � �����:: ., � .� .,�_ ,�y, . 4Fx + ....�.. _._ � jL - � O � O U 6XTERlOR 3.�nn EXTERtQft _ ���-3.2�n EXTERlOR E%TERSOR HE8dlSlll C3'1 � 2-TF1tGKSPIIC@ '� 2-TftACKSPCiCE Cny 2-TRACK9P�ICE ,�I�, 2-TRACKSPUCE `I3mb 6 'C4'ANCHORt,OCATKINS 'C6'ANCHORLpCAT101V5 " �C4�AtiCtibRLOCAT;ONS �/ 'G6`ANCHORLOGATI4NS P•hQ6k 7 {USE WHERE'p'15 9PECIFIEp� (USEYMERE'C6'I$SPECIFIEO) (USE WNERE'C3'IS SPEGIFIEDj iUSE\VFIEPE'CS�S SPEdK1E0) 6PL(CE SPLiGE SPLlCE LOCATON �75„ LOCATION a� SPLtCE� �� LOCATtON ..—_— ...� ,.... ,_.,_ ... a�� LOCATION � — o ' ..�..� �_ PRODi?CT RENEWED F.XTERIOR 4" E}C7Eft40R ^F—3.22" EXTERtQR 3,22" EX7ERiOR ¢^ as complying with the Fbrida 3-TRACKSPLtCE 37RACKSPUCE Bullding Gode � 3•7RAGK$ALICE � &TRACKSPLICE � •Gq•q�HOR40CATI0NS � 'GB'ANGMORLOGATIONS Noa-No. 45•9210.p2 'Cd°ANCHOR��CAT{6NS �C8'At1CNORLOCATtQN9 (USEy�HERE'C3`ISSYEClFiEp} (USEWHERE'C5�lSSP�CIFiE6) E�qrtraE'so»Date�4121l2421 �USE WFIERE°C9`IS SpECIFIEO) (U9E WHERE`CS 19 SPECIFED) � �y— Miami Ptoduct Conlrot SPtlGE Q,7�j` SP110E SPL[GE SPLiCE LOCA,TION lOCA7�ON d'�� LOCATION LOCATION 4„ �; .., .._ �—�..��:,,,, .,. _ ...—�. 0 0 0 0 s. s _ o 0 EXTERIOA �„ E7CTERIOR —► ..--3.22" 8%7ERIDR ... 3.22" EMERIOR 3.22" ����`���tIYNN�f����4i� `7 ' 4.TRACHSPLICE '� � 3T7iACKSPtiCE � � 4-7RF�GKSFtiCE `��tt�." .•••..,.,��` ri "C4'ANCH4RlOGA7iQN5 QT���pLICE 'Gq'ANCNORIACATIONS 'C6•ANCHORLOCpTi0N3 � .��: ��G�NSE '•,'f' (USEVJHERE'C3'ISSPECIpIEO '�`�CHORGOCR7IUMS (USEWNftiE'G3'ISSA�CSFIEOI {USEWHERE'G5'ISSPEGIF�OI � `;�:� ��:iC� ) (USG WifEiiE`CS'1S SPECIflED} � , '-1c� (4a G0705 . ,,���..�-�� ; (;'� ` u;-- i�� .,���i'�SC�=�:��`�`K..1� NOTES: - .,'c`�,_Flott�D�:rC,C��� 1)ALL DIMENSIONS SNOWN ARE BASED C1N MINIMUM ALLOWED. 'i�S�S/U"FS�;��.� E�oscsrearnwioixEFoupwtucsuucEn 2)A90VEFIGURE3AREF4RSPWCESOCGURF2INGATTHEASTRAGALORMTERLOCK. n.4vNUMa�En,a.e. FOR SPLtCES OCCtlRR1NC,IAlSiC7E OF A FOCKET,SEE TNE EXAMF'LE ON SNEET 9. P-Eq�,a?°5 NEtio:wtr�at�oc�T�was: ' 3)TRACK TO TRACK �VINY�SLSDING GLASS DOOR NC7A � 14l45135 DlSTANGE IS 2_375" 2•375" 2.378" FOR ALL HEADS AND SII.LS; � �ANCHOR 40GATION5 F �� J ROSOWSKI F�adts1u p� 4}POGKET WACL QR CAV(TY ES N4T pART OF TNES APPROVRI RND IS T4 BE DESIfiyNEA CERT.OFAUTFi.N29288 � �� � 5 BY OTH�RS AND REVIEWEQ BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR1VE � �� P,hook � N.VEhfIGE,FL 34275 (941)•480-1600 S�p-5470� NTS 18 OF 27 �� MD-5470.0 �� PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES oo�a� PANEL ouramesa° wsioeao^ oursioe�ss^ INSIDE135° C irtrEtaocic �w...� tsTtuca� TYPES 61NGtE SINGLE FIXED LOLKSTILE ASTRAGAL ASTRAGAL A5iWtGAI ASTRAGAL pS7RpGAl ASiRAGAL � INiERLOCK INfERLDCK STAE WfHAN�LE 90XOUT BOXIN RECEIVER RECFIVER RECEfVER RECEIVER ' IMERIOROR OIIT IN �^-I DOUBIe EXfERIOROLAZED M �K�� �---f'�^�`�^�"� INTERIOCfC s'o�E E �' PP K L L TC TA TV TW {J ��KSTILE �..,�.,.,.,..� A��o� INrERLOGK SINNtE B H P � C �C SC SA SV S Y Y �D �M��OCK y--��^^^^^^� INTERLOCK IN7ERIACK °� RR R S S FC FD FV FW UOUBLE �,,,,,�,�,,,,,� �pCK571LE FIKED A IMERLOCK �' STILE (e0XW1] (9oX�M W LOCKSTILE U p8TFAGAI � LOCKS7ILE —� WIHAN�LE D M J J � A��On` LR T U DS INTER OCK � IPf�ERLOCK F... 80XOUT - - � ieoxcvn x W ASTiL10AL �I � U J eOXIN e�oxw a� � _' °`���' CT CS CF � ASTRAOAL Z RECENER A5fPAGAL �Q II' ftECE1VER � •T A� DF PRODUCT RENEWED pUP,135° as compi Ing wlth tFre Florldw REC[IOER " � �� �� NOA-No.��a� 75-1270.02 IN 13S' ,w�� 1 A/^ �n j� Explration Oote 04l21/2021 ASTFAGAI • RECEIVER "v By Mlam- e Product Control LEFT RIOHT PANEL PANEL STILE STILE " PANELTYPE"F"SHOWN. PANEL NOTES: ���\F��Ny IIxNN r,si��''�,� 1)SEE DPIANCHOR TA6LES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. ` �>>�' �10ENSF ;F�� 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE �$VINYL SLIDING GIASS DOOR NOA � 10/05/15 ` �'� No.5o7Q5 �'�r "- �� � ��� : � NOTAVAILABLE. �PANELTYP�S �S J ROSOWSKI ='[1'G{ s� 6 .�t4= 3)MAXIMUM NOMINAL PANEL WID7H FOR ALL PANEL CONFIGURATIONS IS 80", � a <z '�p'. s� �t r- :W` @� �i� �OR1U'T,.•'� \��� 4)PANEL TYPE MAY BE EITHER EXTERIOR STANDARD OR INTERIOR GLAZED,BOTH CERT.OF AUTFi.A28286 � - !�S � 1���` TYPES QUALIFIED 6Y THIS APPROVAL.S[E D�TAILS SHEET 10. 1070 TECHNOLOGY DF21VE � �o •,!c;;�N��,,,�C`�� N.VENICE,FL34275 ' � 0.LYNNMILLEP.P.E (941)-480-t600 SGD-5470� N7S 17 OF 21 � MD-5470.0 �� P,E,µ�» � _- --_-__Tr.. I ��._, I r --10.835 «-1 � �` .540 6fi0 (-'29j .081 ,782 �G=�_ CI�� � p O O.100 O � 500}nf .126.93� � �°�-� � ,100 � 1.812 p [� o�1.68'I �-+-11..-.062 � .301� � 1.928 �� ����� � �. n�M�E�SCREW 8 ANCHaRPLATE QTRACKINSERT �p �N7�RLpCKCAP, 1Q 2 TRACK HEAptJAMB �8 d TRACK SILL L! {PVC) d U�XTENDE�POGKET 5.778 t_000 zs2 as� -.oso --j z.oso � .aoo-•� �z-r_8.250���� -� U U� �-r"' � .062 �..y 1.�'13 �'�I�� L�-DL�['�� �_-_-_-`� 8.2500�-----� 94S i.435 .� �, 9.983 ,080 ❑ � ❑ 4.893 �� -7-�0�--� 1.68'! �-*-U-�--•.062 � � � -� .480 � .100 �� ���an�r--��z ��s--��Y.1��-�_�. _� St1PpORT�IL t1�Q�ILL 13 �OVER �K 17 P-HOOKADAPT4Fi 18 P-H�OK 3O 3 TRACK HEAD/JAMB �3 TRACK 61L1 �� 1Q.625 640 291 .Ofi1 �.229 2.976 .094 �.12&142'-) j �� 3.000 J. __.--� 6.875�--�-►I .826 .600 � � .076� '�����' O 0�� 1�-2.607-;i 1.408 � �.tOp Q��� �-«-N�-.082 ��--082 � � � .328� ❑ � ❑.SOQ ❑ �3 6��] �¢} �, 1�KEEPER�D ����PE�' �BAR G4VE}2MENT Q�AR FORCEMONT Q�IXED PANEL CIIP �9�p�TE��MENT Q5 4 TRACK HEApIJAMB Q2 TRACK SILL 2.511� �-2.838-►i ��1.570 � '} '1.825 i.595 �+- 1.585 �-�+- }T�''�''� .309 � � � � 3.483 .125 2.fi96-� � .080 2.0� .099 �2.833 2.368 � � 2768 h�0--*- e 2�768 2.025 �.312 .070 A�5 2.19$b 635 4.279 .100 I 2.210 ,090 y .304 I I � 1 � 34 INTERIOR JAM6 COVER '� L 1 �`� .,�,�� 1,� --�I�-.186 .i�� y{}�,_..�82 _920 E-+-.q82 - 9.876 �- PR4DUCTRENEWED 2.251 ►- .2Q0 �2.710 as comptytng wltk the F[artda 2' ANO S�E�M � ANBS 07�74M �����FORCEMENT, `�RE NFqR EMENt, �REIN ORCEMEN7 �Q TNTERt,OCKADAPTER �ADApTERl� 32 ASTRAQPS.ADD-pN DA��eQ�OM�i� NOA-No.Coda �5-1210A2 REINFORCEMENT COMPOSITE S7'qt�lDARO HEAWDUTY BxplreHon oate 04121/2p21 REINFORCEMENT �+-3.962-► � 3.326 �..-3.346 NO7ES: �Y �� Mlam(-U rotluct Gontrol 9.4T2 - r918 1)SE�SHEET 4 FOEi .125 3'209 3.�13 .D90 L. SILI RISERS. .125 .U60 { � 3.345 2.175 f .046- 1.600 3.24T �I'��a 2)SEE SHEET 20 .07� � _=� � .Q66 � .300 t.170 � F'�-.229 i+.91$ FORSGREEhIPAEtTS, 135'CqRNEft t35`CqRNER 135°CORNER 135°CqRNER 90'GORNER 00'CORNER 9Q"CORNER 3)AL4 DIMENStqNS �ASTRAGAL �6�PRSSIVE MPUN7 O�XT R OR GAP �NTER�QRL GAP, 39 ASZRAGAI 40�TE IR OR C� d NT6RIORL� IN INCHES. ,l`y1`a���Y�'� �f��Jfj,, q,,...... , � � .210 I-� .252--� ���y�`��'y�cLMSE'-�F•� � �� VtNYL Stli?!NG G3.ASS DOOR htOA � 't0t06116 = �r' Pka.'n7fl'' '7Y ` 1.^c61 1.264 � �,,��',{5..._ ' � �EX7RUStONs �S 3ROSOWSKI 'v i�j���� i�z� � � 42 <� �(a�•, srn{.o: ��4: 1-i/19° 1-1116"� m w �i�Sia�"� \�C��• 82��VEt.ED 6EAQ 8�QG�E BEAD CFRi.OF AUTH.g282se & �° i � rCOR�D�`•' \�� '1070 TECHNQLOGY DRiVE a �� jr`''�i���j i�`��� N.VENiCE,FL 3A275 A.6Yt{N MiILER,YE. (941)-480•1600 SGD-5470� NTS � 18 OF 21 „� M�-5476,D � p.E#68705 -- -- i--_- __ __ _ _ , _ �_ '1)INSTALL� 2)INS7ALLCLIP HEADER BLOCKTO HEAD JAMB TO HEAD � (4)ANCHOR CLIP lNTO INTO FFtAME ATTACHMENT Q-0 HEADER ASSEMBLY I � TYPE AS USED PANEL o - JAMB& INS7ALL ONE BLOCK AT BLOCK IN IN5TALLATlON, S7{LE SUBSTRATE,SEE EACH 1NTERlOCK. � TABL�A,SHEET 1 TABLE 1 A7A57RAGAL,INSTAIL � o ONE BLOCKTHA7 � (3)Na X I �136�SM5 � SPANS BOTH PANELS. � I � B0 1"SMS I I � � O � -- � o ` � � � i d � FIXED PANEL CLIP � � � FIXED INSTALL ONE CtIP AT THE By(2)1/a"n� � 23 PANEL MIDSPAN OF EACH FIXED � X 2-11h SMS CLIP pANEL-TO•PRAME JAMB LOCATION. • \ 0 . �IB X 1"o0 SMS� / \\ (4)#10 I x+ BAR COVER X 2"5MS D0 �x REINF.BAR tJe X � 81 1-7f4"SMS �� � KEEPER�e �.] — 1 � � -' ( ' 0 \�� $� JAMB TO � � � KEEPER TO JAMS � "� � ATTACHMENT SILL ASSEMBLY �' � �� \\ ( LOCKIiVG JAMB �_ � PROoDOC 9REIdEWFlorlda �p ❑� rn " REINFORCEMENT PLATE summ�s caae NOMNo. 75-1210.02 ATTACH WITH�JB X 1-1l4" d-PANEL,2-TRACK � KEEPER ie � pxpiratlon Date0R/2112024 @ 34-1/2"MAX O.C. OXXX SHOWN o p � � 8y Mlaml-D roduct Conhol \ -_..�-- (411�10 X B6 0� I `_ 2"SMS IN7ERIOR i eo��'�TERLOCK f�..r�"� � I � CLIP COVER � � � NOTES EXTERIOR �� � 1NTERLOCK 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. \���+�������/r�� � � REINF.PLATE 2)SEE SHEET511-18 FOR ANCHOR LOCA710N&SPACIN6. ��� ��IYMN�q� �i�� � IF10 X 3)SEE 7ABLES 1&2 FOR REINFORCEMENT REQUIFtEMENT6, ;�;,C�'�•��er�s:'��F �% BOT70M RAIL �� 94 Z_�/2"SMS 4 CONTINUOUS ANCHOR PLATE.ITEM�i0,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. � y�, `� � •p ' SUPPORT � �'•'�� � =-;c�• No.58%05 (2)t�10 X 1"SMS �VINYL SLIDING GLASS DOOR NOA o 10/05/15 _ ; _ THROUGH SUAPORT,es � ��� INTO PANEI� PANEL _ �ACCESSORIES INSTALLATION � J ROSOWSKI =1l`• a�S�16 ;'lti' ea��112 SMS ASS�MBLY � < �� =,pp��, F��if:op,.•'�:'c`; � INTERLOCK SILL RETAINER � O1ri0�' CLIP ATTACHMENT WE DE�NO ASSEMBLY CERT.OFAUTH.p29296 � ° '��,,%sq�;?,N�i;,�,���� 'I FASTENERS 1070 TECHNOLOGY DRIVE � �� INSTALL ONE ASSEMBLY A7 EACH INTERLOCK N.VENICE,FL 34276 � y A.LYNN MIILEP,P.E. (941)-480-1600 SGD-5470� NTS � 18 0F 21 � MD-5470.0 �� P.E.O 68705 I BOX SCREEN DETAILS: — S7ANDARD SCREEN DETAILS: — ' O7 OROOR 6 ❑0 126 � � ODQ�,� b �� 121 '� 113 131 '� =o� tOB 102 118 103 ••`�•• 511 7pg "� HO HORIZONTAL SECTION HORIZONTAL SECTfON ESCAMPLE �� I EXAMPIE ' 116 � \\\ 32 731 � 102 111 �tw—L ��� -�-' tJ� 721 100 � � �p 1 3 OR 6 ❑� � � '� 111 @2 � �(�o � a�� / tte � � `' RO HORIZONTALSECTIONEXAMPLE +ts �oo ns � i� I � io4 �02 HORIZONTAL SECTION �t� 1.pg� � I-�-1.081 EXAMPLE � � -�.2D2 � 1.778 1.7l78 .835 .875 �" -050 --�I�p5p .045— .875 I-•— � 1.020 � � � � ��SCREEN 1z�SCREEN �22 SCREEN OXO � FRAME SIDE RAIL, ASTRAGAL 1.9jj93 1.9j83 7.874 RAIL LATCH ADAPTER �IH—.062 --.-II-�.062 � .062 PROmU CT�WENth�a Fl�Orlda ��BOX SCREEN �o�BOXSCREEN 1D2 BOX SCREEN . I � euiiding codo TOP RAIL BOiTOM RAIL SIOE RAIL -;-►y �-,7z5 �'1.435� NOA-Ho. 15-1210.02 L� ¢xp�muon Dato 04/27/2021 ,r, .7ee� .7az OR r—►1+—.040 Bv ��ao ��a 1,0zo—«�{ r— 1.593 ��373� �ze 1zD � .082 Pnlamt- a roauceco�s�m 1� SCREEN VINYL FRAME SILL to� ' 2 �q O� 1.872 � .083 � tza AS7RAGAL fx�SCREEN � .055 1.B33 Z `� � ADAPTER AOD-ON o 1 '2° tm � �--.082 � �.372 L o d�n�I �o3SCREEN 1043CREEN �o,oOX�SCREEN d�� INTF3tLOCK SNARON ASTRAGAL VERTICALSEC710N BUGFLAP ADAPTER VERTICALSECTION ���`��,�y LYNN�����i� EXAMPLE EXAMPLE NOTES: ;`r�����GF.N@C'/��i�,p�� 1.306 ��,qg� 1)ALL DfMENS10NS ItJ INCHES. • 'r.' . �j 1.343 f-�-- .055 � �"'' IJo.58705 �'� % .050--«- 1 48T � 1.51�U� �� �VINYL SLIDING GLASS DOOR NOA a 10/05/15 _ ; ' _ � ��� �_ 060 �SCREEN DETAILS �� J ROSOWSKI :'�j:,ay��S Fr(, ,;�f,`� �o OBOX SCREEN OBOXSCREEN OBOX SCREEN H£AD � ¢ < . ,� . � � , 1�� ��ASTRAOAL �07 SILL AOD-ON ��AND JAMB ADD-ON � �� '� '��i�����'• a���\. ADAPTER CER7.QFAUTH.t28286 m - m i�SS��`.,. S` \`� 1070TECHNOLOGYDRIVE � �o ����,���������` N.VENICE,FL 3d275 (941)-480-1600 SGD-5470 NTS 200F21 � MD-5470.0 �� A.LYHNlAILLER,P.E. � P.E.M 60705 � I TAB�E D:BOX SGRHEN__..— Matedal —- --- Matertei # 4art# Clescdptlon TABtE C: pa�y qo scrlptlon e��a �{ PaA R DasariPtion M.aterlal � Rlgtd PVG 180 122b8 Sax 3Cre2n ToF Ra0 gpg3 T6 fU Rtgtd PYG 4� 79481 90°Comer Ast�agal Cap-Ext, �gtd PV� 101 12287 Bo�c Saceen Bottom f2eil ��� y 18001 2-7raek HeadiJamb ��d PVC 41. 19092 90'Cnmer Astregel Cap-InI. fi��g Atum. 102 127.6� eQx 5cr�n SWa 17ofl 2 i900z 2Traaksti! 1a085 SIIIRisar-C�-1/2°) 6063T8AI Rtgtd PVC 42 6����m. �43 &W28 9ox 9creen hledak ���� 3 29025 <eok HeadtJamb gpfi3 Tg ptum 104 17347A Box Scresn Snapai Bug Flep q 19428 &Traek stit Rlgtd PVC A3 1902?A SIII Riser-(3-11Y) 3 Box Suean OXO Ast�a9s1 AdaPter ��� R181dPVC A4 19023A SlllRlser-(4-11i8'} ���A4�. 105 Pd3�15 �.�� b 19027 9-7Yack HeadlJamb �p�d PVC 46 16024A Siil Riser-(4a"l6`) �D� 173d9 Box Screen Aslraget Adaptet g ��g 4 Tmck Slll .18T'x.320"�lnseat(SUte} �p� �gp3g eox Screai Fteme SiQ Add�m �'�g� 7 jeppg Fmme Sccew Co�er Rigid PVC 90 718608W Box 6crean NBadtJamU Adt�ot� ��� 80E9 To AWm. 81 748B5K 1-iJ2'x 4°x 3t4`Ftn Seat Dust PS� 108 '�� sS $ 19031 Aachor Plata 809378 Atum. �2 7i6�� �OS��lug p�� 'ip8 720XtX #1420 x 1"MS({�Top E�U 66 g 19W7 Trecic Insert q�pid PVG 80 A19041 Sntedaok"Glfp C•owc 56 114 72flX112X #t+F2t1 x"1-itz'M3(�6ottan CN4! 10 19084 Infedock Cap-Extended pocket 7&163X Tendem ROtl9f AssentblY 711 i1793Q 'NstP..27a'X.16D�"fl��� 11 19p3g aottomRnifsuppert 806378A1um. e� Nylan 8063 T8 Aium. 82 78tb9N Tandom RallerAssembry SS �12 g1$4''aK WBtp..18T'x.60U'(�9ug FlaP �'� 9z 18q00A outer 91I1 Cowr ��gid PVG 83 70X�8FP'IX 88 x 3!4'Ph.FH SM3�R�Iler R ReInL �'qn ��g 7gppz 51a�derd Rdlec 5S 13 190i1 381Treckc:owr PVC 114 76R1�X HDRdler Ste�i 8Q83-78 Afum. 0A 419�92 Frame Header 61ock q� tg032 P•Hoak Adapter ���A��� fi5 qs�z RallerAdJ.Hola Pfug p�� 7g& w�iea 8creen Laking HarcAva�a s;� 18 18626 �-��k 8083-T9 AWm. 88 44385 4 Hofe Bumper SIoP S� 198 q1B053 So�ean Keeper Stael 18 i9047M Extendad Kespar 8093 T8 Alum. 67 78X114FPTX Ne x 1-U4"Ph.FH SMS C�6urnper Stop �� 717 78X1pPA N8 x i"Ph.pH SMS VinYy 20 18029M K88Par RI Id PVC 68 718A8G SIH PtuB SteeU55 118 169?131d 3creen Spitna-.160"8,i65' FS���a$s 2t 196iA Ralnicmemebt 9�'tX'ier g 60 70786X Gomtni Morttso Loak wllong Tdm piate SS 198 18i8C20 5creon C1akh 8005 T6 Alum. 2p 19030 HfliniotcemaqS Bs[ Cast 71no TABLE E:3TANDAfiD SCREEN �3 1gp37M �ixed Pane1 CDp 9083-T8 AWm. 70 71032Xi FPFX 70a2 x�"Ph.FN MS�t�oa 8083 TB Alum. 71 �edes HOndle Kit � PpTt� Oeacriptlon Materfal 2q 19035M R+�Inforcoment Plate �s Ko����g a5G lPs spacer Systetn See Sheet 8063 75 AI � 180�TM Top Rell,Botlam Rall and Locksllle 60D6-T6 AtUm. 78 pp��x Supar Spacec nXiwifh NoF MoIF Butyl q0 tot 124 i2Q33 3creen Fsama Ratl gp63 T6 Ai 2g 18040 RelnPorcemeM Compasite Q�anex0umsoal Ma:eriats 125 12D28A ScrsenFreme-SideRell(Lalch� 60s3T8A� 8005 TB AIUm. �� �p��na!M.Edga 9paeer qp2 �7383 Seceen bX�Aetregel Adeplor- 27 19o�8M Inletlock.300 Relnfotcement,Std, e��.��A1um. 7� SIIlsona Rie1d PVC 2g 18013M Intedock.40D Fieinio�cemeni.HD p��pRy�pg @g5ar DE-7700 Backbeddl� 123 48&3K Sareen Vlnyl Astregel Atlepte� �pg3 T4 AI 5A65 T8 Alum. 7� Rig1d PVC 12d �gp�2g �remo SU13creen Add•4n pp t001BM AstregalRetniorcemeni gqg378Rtum. 82 10044 1-1118'Batisled9ead ���Y� 3D 19�83 Extendad Pockei tntodoak AdapWt 18M6 1-1/18'Ogee 9aed Rig�d PVC 125 6FP85K Bup Flap,�6+/_6 duro. SS (tigld PVC 83 o rene g28 70X112P6ATS N8 x t-112 Pfi.PH SMS{AasambtY) 31 18009 lntedock Adsptor �{$�d PVC 66 71726K SalHng 81ook 1"x 4"x 111G,BG+I-6 duro. N°�P$ gtandasd} ion 3g Tgppg Astte9ai Add-0n qy 71pp27 Corner Key Wtroei AsaembSy{ s� 33 i900b Panet Stlie,Top+6ottom R611 Rlgld AVC 90 701P37X t�ti x 1'Ph.PH BMS�Framo Assembty 8683 T8 Alum. e7 7BXi 7dPMPT410X tte x i-1!d`Ph.PH SM8�Reinl.Bar s� 128 71262783 Carner Key Wheei Assemb{Y t�D) g�ee! 34 16USo InfedorJamD Cotar Ss 12g rranea Scraon t.ocktop riacdwa�e e063-T8 Alum. 92 710X1 PHPT7B�BX #10 x 1°Ph.PH SMS(�RsSi SuPPa� S� ss 33 19078 136'CasnaCAstm9n� 130 710X34PPSQAX �10 x 3tA'Ph.PH SMS�Scteen Ast. Sg 36 1907T 135'ComerAstcaga!Pnsahe Maunl OOE3=1'8 Alum. 83 710X115PPX #10 x i-1@`Ph.PH SM5(�Fxd.Pnt.Gttp � �3� 7gXi2pP8M3X NS x 112'Ph.PH SMS(d}W4rAsL �nyl a7 t9079 135'COtnerAs![a9al Cap-Ext. W91d PVC 84 710X2.5PHPT588X #i0 x 2-1/2'Ph.PN SMS�Ralnf.PiakelAst. SS ��2 ��g�� Saseen 8pllna•.145" 85 71420X2.25FPFX N12x 2-0t4`Ph.Ptt SMS @Ftdr.8tock Flberglesa 38 t9Q8Q 735'ComerAetregel Cep-InL Rlpld PVC SS gg �gp7g 9p°Comar Aslm9a� 8093?e Aium. 98 7tOX1.75PPX #IO x 1�t4"Ph.FH SMS QKeeger $S 133 1818G2Q Scsean Clol g7 710XidPFX #tQ%3t4°Ph.Pii SMS{�!F�ct.Pkt.Inl PRODUCTRETiEWBD � ;�a���4YNNl1lj�i as compiy]ng wCth tho F3oNda ��� r1� �!!j ��i Bui1d1n8Codo �5-1294A2 ��'�y'���=''��.�CGPls��'••��.;� : NOA-t3o.J_�„�_ ' ExptrattonUat �A72912p21 �'rt i ��.513i0b '�` �� � 10/05/16 ey . . '' .: - �VlNYLSLlD1NGGLASSDOORNOA M�a roduetCaitrot :•�fl', - � �a :�3:` _.—.._ , ti .�._.'—...— — . u` �PARTSL(S7 �m JROSOWSKI ;-.�) • sin�a� :.;,U: %,�tc''�,r:trla.v!�.•`��`';: � � . �� �,�ry,tU�jn1..<=��.. GER7.OF ALTH.U28206 l�������!R 4�1'�1• ry �� NOTES: 90TOTEGNNOLOGY DRIVE � AiYH"Mn.tsRP.E. 85,87-e9,98&99 ARE NOT N.VENICE,FL 34275 � �1D-5970•0 �� RE.#68705 q)�Sg{y!$tt 14-1fi.46-A9,63-59.72-74.80.&1,84, SGO-5470� NTS � 21 flE 21 � USED AND ARE Na7 PAR7 OF THIS APPROVAL. (gd1)-080-1600 , . . ; , , t i � i ' NiIAMI�QADE j M1A1l�11-B�1DE(:�U1Vl'Y � PRODUCT CONTR�L SECTIQN � ; DEPARTI�7ENT OF REGULA�'C1RY li1Vll 1'sCUNOM[C:1t�;SOiIi2CF8(�tFR) 1 I8U5 SW 26 Street,Raom 248 • � � BQARD AND CQDE AD�11�lISTRE1T10N ll1VISl0�� T(786)315-2590 F(786}315-2594 ; ; NaT[CE OF ACCEPTANCE �NUA) �»vw.miamidade.eor%conomv � pcTinaugt���,��. � � � 1470 Te�hnolagy Drive 1�Iorth Yenice,FL 34275 � ScaYr:: This NOA is b�ing issued undcr tlic applicaUle niles �nd reg�ilatioc�s go�erniug fhe usa of �oustructioii matcrials, 1'tze dacucnentation submitted has been reviewed and accapted by Miami-Dade County RER - Prodttct Cocltral Seetion ta be used in Miami Dade County �,nd otlier areas where allowed by t�ie Auihority Aaving Jurisdictian(AT-i.1). This NOA shall not be valid at�er fhe eYpiraLian date statod bclow.�'hc Ildiami-Uade County Product Control Section(In Miarni-Dade Counly) and/or ffLc AHJ(in arefls other t�i��Miami-Dade County)zeserve the right to �IAVC t�iis prvaUCt oc materi�l tesbed fax quality assurance purposes. 'If this product ar material fails ta perform in the acce�ted mannsr, the manufact�arer will incur the eYpense of such testing and the AI�IJ may � immediately revoke, modify, or suspend the use of such product vr material �vilhin ihcir jurisdicLion. RER i reserves the right to rev�ke thia aceepEanca, if it is dctcnninod by Niiami—D�de County Product Contral � Seciion thaf this prUduct or ltiatcrial�ails ta meet the requireiiients�fthe ap}7licable building cade, ; 1(tis praduct is a�proved as described herain, and has heen designed ta comply with the Tlorida Building i Code,including the High Valflcityr Hurricane Zone: DE5C1�I�'TLOI�T: Series"FG7C"Cligped�xtruded Alurniasum 7Cube 1Vg�llivn—L.M.I. i APPRf)VAL DOCUMENT: Drawing Na. 6304J1�, titicd "Impact Resist:�nt Aluminu�7i Tube l��iullions", sheets 1 thrc�ugh 25 of 25, prrpared by manu£acturcr, datod OS129111, with i�e�ision S ' dated 10/10/14, signed and sealed by Anihony Lynn Miller, P.E., bearuig the ivliami-Dadc Caunky Product t',flntro( Revision starnp �S�ith tlie i�otice of Acccptancc numb�• and exriiratinn date by the Viiami-Dade Coui�ty Product Cantrol Scction, , i LA13k:L1NG: �ach unit shall bear a permanent lal�cl fvith the manufaeturec's name or loga, city, state, � mad�Us�ries, and following statement; "i�iiami-Dadc C;ottnfy Yroduct Cou�ral Applbvad", unless athenvise � noled herein. R�1V�R'�iL Qf this NQA shall be considered aft�cr a rcnowal application h�s been filed �nd there has �een no cliange in the applicable building aode negatively afi'ec�in�[hc perForma«cc o£this praduct. `I'ERMINATION of this NOA will occur ai�er the expiration date or if there l�as bccii a rcvision or change in tha materials, use, andlor manufacture of the product or process, Mis�ase o£fhis NUA as azi ciidorsccncnt , of any product, for sales, ad�ertising or any o#her puiposes shall aulomatically tcrniinatc this N�A. Fflilure ta camgly with any section ol'ihis NUA sliall bc causc for terinin�tian�nd remav�l�of�1C�A. � AD'V�RTYSEM.CNT: The �TOA number preceded by ihe words �Yliami-llade County, Florida, and followed by the expiration date may be dis�layed in advertising literalul-�. iL'any portiou of t�ic \rc�A is i displayed,#hen it shall be done in its enl'u�ely. �NSPECTION: A copy of this entire NOA shall be grovided to the us�r by thc manufact�u•er or its � dishibutols�1nd sh�ll be flv�ilab�e for inspection at the job site at t�e request of th�Euilcling Ul'licial. This N0�1 �•evises and renews NOA#14-i105.01 and consists otChis page 1 and evidence pages E-1 �nd � E-2,as well as agproval daoumenl rn�nliotled abave. � The submitted ducumentation was revietived by hla�ue!Yex•ez,k.�. � - NO.A IVo.16-0218.03 � MIAtMI�DA4E CaUNTY �.xl)iratian DatC: Ma�+2G,2421 ', � f�J��1�� ' Approval natc: April l4 20iG ; i Puge 1 I S - r PGT Industries,Inc. NOTICE OF ACCEPTAN�E: EV�DEI�TCE SUBMI�'TEl� A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitterl itn�'er NOA No. 10-08X9.D.� 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets � through 2S of 25, dated OS/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lyxiz�1Vliller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per�BC,TAS 202-9� 2)Unifarm S�atic 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 Pxessu�te Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 a�ong with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testin.g Lab, Inc., Test Report No, FTL-6443 {samples A-1 thru E-1), dated 02/28/11, and addenduin letter dated OS/OS/1 i, signed and sealed by Mai•lin D. Bziz�son, P,E, (S'ubmittert ur:der NOA 1Vo. 1 D-08�9.05} C. CALCULATIONS l.. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC Sth �dition (20J�4), prepared by mamifacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSUR.A,NCE 1. Miami-Dade Department of Regulatory 1nd Economic Resources (RER). E. MATERIAL CERTIFICATIOI�IS 1. None. � Manue e ez,P.E. Product Cont ol aminer N�A�To. 6-0218.03 �xpiration Date: May 26,2021 Approva!Date: April 14 201b E-1 . � . � t � ! PGT Industries,Inc. I � NUTICE �F ACCEPTANCE: EVIDENCC SUBMITT�D i I F. STATEMENTS ' 1. Statement letter of conformance, complying with FBC-5'h Edition (2�1.4}, dated � �eb�ruary 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn ' Milier,P.E. I 2. Statement letter o£ no financial interest, dated Febivary 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ' G. OTHERS 1. Notice of Acceptance No. 14�1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped �xtruded A.luminum Tube Mullion — L.M.I., approved on 02/12l15 and expiring on OS/26/16. I , i �I I 'I ��� � � . Manuel ,P.E. Product Contr 1 E miner NOA No. -021$,03 Expiratinn Date: May 26,202� ' Approval Date: April 14 2016 � I �-2 III i i i _ � -- --- -- --- -' -' -- --....... _ ..-GENERACNOTES:� -- ` ---- ----------'.' - '-�--- --'..- �-- - _ SUITABLE FQR ALL LOCATIONS REQUIRING ��, p � NON-IMPACT OR LARGE AND SMALL 1)DETAIL6 SHOWN ARE FOR THE MULIIQN ONLY ANCHORS SHOWN AFE IN ADDI710N TO ANYANGHORS REQUIftED FOR THE 0 0`��� � MIS$3lE tMPAG'f-F?ESISTANT PRODi1GTS �ENESTRATIO[d PROi}UCT INSTALLATION.TYPICALAPPLICATtONS ARE 8HOWN.FACH S{TUATION IS UN14UE AND$HOUID 8E �'�=� � EVALUATED BYAA3 EXPERtENCED tNSTAIIER FQR THE BEST(NSTALVtTION ME7NOD.OPTIONAI iX 6R 2X WOQR BUCKS IF USED, G6NEW.0 NOTE3. ._.,.„_. ._4 0 MUSTBEANCHOREDPROPERI.YTOTRANSFERLOADSANDARETOBEpESIGNEpBYOTHER& IN87RUCTIONS.._.._._....__._._.� �� � o E1.EVA710N5...„._.._._.._..„..._._� �]qg � FlGUREi: MULLT02XWoclD. ..___. 2 a � 2}THE TYPE AND NUMBER OP AN41iORS IS CRITtCAI TO TFi6 STRUCTtlRAL PERFORMAt{CE df THf MUIIED UN175.Mi1LUONS Z �e � MULTIPLE III���```���QPBNNo^WiDT2iFORYERItCAtMFILt ARGHE'3iOBE MUllT4iXbMhS4NRY...,... g � MULLIONS - mmsc�traea iNsrne �VE BEEN TESTED AS'FREE-FCOATiNG'AND DQ NdT NEEp TQ BE DIREGTLY R'tTAGHEO TO THE MllL�tON CLIPS,6UT StiA1� INSTALia7inN N07ES._.,_. ._.2 �` I / � sEe aernns RECTANGULAR NOT HAVE n GAP pF MORE THAN 1/4"FROM'fHE CLIP MULL TO MA80NRY........,,._..,. 3 I A�'�'H' S�'� MULLTOSTEELSTU�__,.»,....._.3 N �1 sriEeTs 23 3}7HE ANCHORAGE METHODS SHOWN HAVE HEEN DESIGNED TO RESIST THE WINRLOADS CORRESPONDING TO 7HE REQUIRED MULL TO MUW. .......,_. .a �}� � j . 4ESIGN PRESSURE.MULLtONS ARE CA�Ct7LATED TO DEF�EG7 NO MOS2E THAN Ut94.TNE 1t3 STRESS SNCREASE WPS N4T tlSEO nNqtOR SPECS. _---_._. ._3 U} �r� t!1 i�i � ACTEHELiiATECtWS___......_""d z in i:� / `�\ti IN THIS ANCHOR EVALUATION.7HE 1.6 IOAD DURATION FACTOF3 WAS USED FOR TNE EVALUATION OF WUOD SCREWS. � i i ♦ti BAY MULL INS7ALLA710N.._.._.,..4 Q t ���� � ,�"`��` 1X2X.t25MULLSPECS. ..5 --� � � �� � �1 4J PROPER SEALING OF ENTIRE A3SEMBLY IS THE RESPONSIBILITY OF OTHERS MID IS BEY4ND THE SCOPE OF THESE �X 2 X a75 MULL sr[CS_._...�6 � W J� ff Jf l� tNSTRUCT74NS. 1X275X.37bMULLSPEC5.____7 � � _ f % \ �X2.TbX.66hfl1LLSPECS......__8 SEEOETAlLS / �� / �i� /1� 5)USE THE COMBINED WID7H OR HEIqWT OF ONL.Y TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.726 X.500 MULL SPECS__._.9 m (a o� �F ATHRU G; I t i� � \sEE o�ra�s /Wq�{ORAGE FOR 7HE COMMON MULLIQN,SEE EXAMPLES QN THIS SHEET AND SHE�T 2A.FOR MUL71pLE UNITS,CONSIDER 1 X 4 X.1R5 MULL SPECS„. ...._10 � � M � 9HEET92J ( 1 A 7rygp p; 1 X q X.37G TUpE MULL SPECS.. 17 � � ONLYTWQ ADJACEN7 UNiTS A7 A TtME WHEN USING TFtE DESIGN PRES3UREANd ANGNQRAGE TA6LES.TNE L4WEST 4ESIGN N � � - - �EETS2�3 iXdX37fiT'A{ULISPEGS. _2I r""+" 1 PRESSURE flF MULTIPLE MUL[.tONS OR FEh7ESTRA'TION FRODUCTS SHALIAPALY � w I�T„� 111 „� ' t� � 125X3.188X285MS1LLSPECS.12 � OPEteNG 1.25X326%1UOMULLSPECS.._13 = �j�4 ms` 2^ � ` �E�� 6)WHEN FINDING YnUR SIZE IN THE MULLION TASL.ES,ALWAYS ROUND UP 70 7f-IE NEXT SIZE SHOWN ON 7HE 7ABLE�S). L26 x azs x.d24 MULL spEcs. �4 z MULL FOR 1.25X&94X,624MULLSPECS....15 � �� � �Z LE4f#7N HOR�Z�N('At � � � �yi �ANCtiOR EMBEDMEN7 TQ BASE MIATER�AI 3HALl 8E BEYOND WAC�.DRESStNC�QR STUCGO.WOOD&UGKS BY OTHERS,MUST 2 X d X 25 MU�L SRECS, ._._16 � ,x 9EE DE7AIL E, 2 X 8 X 25 MULL 9PEC9.,.. 17 // �/ BE ANCHORE�PROPERLY TO TRANSF6R LOAOS TO THE STRUCTURE.ANCHORS SHALL BE CpATED OR CORROSION RESISTANT Q (�J ^ � 3HEET 3 1.28 X 211 X.125 MULL 9PEC5. 18 // AS APPROPRIA7E FQR SUBSTRATE MATEI2IAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS RE�UIRED TO PREVENT F- // 80'X 3.25 BAY MULL SPECS.._._19 Z Q ,�'PU, p y REACTIQNS. 45°X3.25 BAY MIAL SPEGS._.._z0 Q Q Z N �" 6iUCtiORt&c�1P61AiENSIONS.._21-23 F" 2's s4 � FEN6SiRATION 0)ftEFERENCE:TE37 REPQRTS:FTG6Aq3;ELCO UI.TRACON/A6GRE-GAT4R NOA'S EXAtnpiES f 8 2. .�,.. ._.24 U3 �� � � Pft00UCfS MAY LOAOING EXAAAPLES. .._.,._._.._.ZS (p �oFrv+vTv�E. 9)MULLIONS AND CLIPS HAVE BEEN DE5IGNED$7ESTED TO COMPLY WRH THE REQUIREMEN75OF THE FLORIDA BUILDING W CK Mtrs�ef CpDE,AND ARE APARflVEO FOR ttdPAC7 AND NON-IMPAGT f WPLSCATi0N5.MULUpNS RRE ONLY i0 BE USEo WITH � � [�!) y / i i; M g�p��� P6T-APPROVEO FEHESTRATIOM PRODUGT&NAVINC�CURRENT ARPROVALS. U �' ¢ O O � 10)MULLIONS AR8 IN COMPLIANCE FOR USE IN 7HE HVHZ. a� Z�� � � � � E�� �ttcwzOr77ac �5�'OG�� i1}QllANTtTYOFUNiTSWtTHtNAM�LTlPLEMULl.E6ASSEMBl.Y�SUNLIMi7EOPRO11�oEDTHA7THESPANANDOPENING � a �� �-�d'q� 1-- MU�L 6tieeT52a WIDTWHEIGHTQFEACHINDIVIDUALMULLIONCQMPLIESWITNTHERECIUIREMEN7SOFTHISNOA. LENGTH HORIZONTAL ��G� INSTRUCTlONS: A�DRIONAL EXAMPLES OF MULL CONFIGURATIONS7 1)DETEftMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT'1 FOR THE OpENING USING THE ASCE•75TANDARD. NowZ niutt tet�t�rn--{ 21 CN40SE A MULUON TYPE THAT'MLL fiT THE DEPTH OF 7HE FENESTRA7iON AROOUGTS FRAME DEPTti. ��NmH~ �OFENINGWIDTN�-�1 f-- � � 3)REFER TO 3HEET 26 70 OETERMINE IF7HE WIND I.OADING IS'RECTANGULAR'OR'TRIANOULAR?RAF'FZOIDAL' � �' � a�N�� � 4}FlryD THE GHOSEN MtlLLION'S MUtLiON CAPACITY{(,gSIFC'1 FROM TABLES tA 7HROUGH]BA,ON SHEETS 5 7HROUGN 20 RESPEC7IVELY,USSNG PR�UCT REV1SEp HF~R� THE MULLtON TYPE.�EN6TH AND OAENING WIDTH pt2 NEIfiNT(OEPENDiNC>IFTHE MULI.ION i8 3PANNING VERTICAt.LY 6ft HOR}20NTAttY}.THE Aulfdigy�(`o fc j��Ft�� OPENING MULI HOaiz. Vefii. MULLION GAPACITY(L83/FT'1 OBTAINED SkIALL MEET OR EXCEED 7HE DESIGN pRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING 06TAfNED IN AcaManw Na 1 �2�• HEIGHT � LEN�TH � � �� � � jf' lAULL $TEP 1�. 8 iml� Dule ZA� � � � L�H � 5)FR4M THE SAME TABLE USED IN STEP 4}ASOVE,FlND 7HE Vh�UE tN St�NEXT COLUM�!ANCHOR CAAACITY REQU2S2E0 iLBS}.THIS VRl.tJE 87 REPRESEN7S THE WINDLOAD TRANSFERREA TO THE SUBSTRA'fE BY THE ANCHORS AND MUSTBE MET 70 ATfAIN THE FUtC MULLION CAPACiTY '�'L� nOt�'�� SINGLE MtAIfON StNGIE MULLIpN �ppg��jcWq�rotiuu 6)FROM THEANCHOR CAPACITY(LBSI TABLE ON THE SAME SHEET AN�USING YOUR ACTUAI.SUBSTRATE GONDITION(MULTIPLE ������y LYNN���4� aaeNiNOmoni ANGHORJSUBSTRATFJANCHOR-GIIPPATTEftNMAYRPPCY}S£LECTANANCtiDRCIiPPATTERNRNOVERiFYTHAT'MEREQUIREDrWCNOR �� .�tiON•�•• .,�l� �ii �FORVERT7C�Mutt CAPpCiTYt5MET. `e�'L:'L1GEN5$•-�'P .. "1SEECOttResvaNDINGDEtA11.5 MULTIPLE MULLIONS �.� � �•.;ti = L FROM Fiause 7 ntiOve. 7)IF 7HE MULUON CAPACITY(LBS/FT�)OBTAMED IN 7HE 7ABLE IS HIGHER 7HAN THE LIESIGN PRE5SURE REQUIREMENT(LBS/FT°)FORTH@ No,�6705 OPENIN6,YQUMAYUSETHE'ANGHORGAPACtTYADJUSTMENTFORMUtA"T406TAINTHELOWERANCHORGAPACI7YREQUl12ED.WITHTMS - • = VALUE A LOWER ANCH4R CAPACSIY tSPTiON MAY eE SELECTEO F6R THE SAME SUBSTRATE - /�} -� I � _ .-0�'�"� b . 41, STANDARDS USED: 8)VERIFY 7HE DESIGN PRES3URE RATINQ(LBSIFP)FOR THE FENESTRATION PRODUGTTO BE USED AN�CAMPARE WITH TH@ FWAL MULLION 'P '• S 7E F .�<C/. +2014 FLORIDA 9UILDING CADE{FBC),5TH EOITIRN ' n ' • `a � •hNSUAF&PA NDS-7A52 FOft WQOD G4N57RUGTlON CAPACtTY lCBSiFT')d9TAiNED FOR THE MUI,l10N SYSTEM.THE l0 WER�R THE TWO SHALL ApPIY FOR 7tlE EN7lR6 MULLED FENESTRATIpN �T ''.F{ORiC)�'`� ��".,`` •ALUMWUMOESIGNMANUAL,ADM1d�2010 PR04UCTASSEMBLY �ir�`s`S�'•� .. • `y�?� AISI-S700-071S2-2010 S)HIGHLIGHT OPTION USED AND TABLE VAIUES USBD IN A SPECIFICAPPI.iCA710N WHEN USING THIS NOA TO APPLY FOR A PERMFT A�LkN I� Ft��E, � ����. � � FL P.E.#58705 } dr n ^ � e���x � y$�x� G X{f.�� O DETAIL A: DETAIL B: mu�uon R��Y MULLION TO 2X WOOD BUCK Mu«wH �o TW./�NCHOR �, MULLION ATTACHED TO iX eucKsrniP „Z g � WOODBUCKANDMASONRY s��er�nsiesia.tse ' ,� OR WOOD FRAMING ATfACHMEN! � (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEENOTE 1, N //��� � � MULLIQ� /� � SHEETI. . .. _ .. . . �,'�ym , �� � i � a �, � � � .: � ;,•.' ',, • .�� Z HN� � . �� a �" j � � SEESHEETS a b � � AUN47KSI ' .,. '• EOGE � W ,, Y1-23FORHOIE A I � CONLREiEORCN41'.` � �� I DIS7ANCE, � W EITHERTHE � � � � a � 1. I ���ppp f'----���' LOCA710NS � ppp��\ SEE SEE TA6LES 3TANOAftDOR �4 � I�a EDOEDI9TANC[ �&�� � �° � OFFSETMULL o EDGE m I FORWASONRY �� CLIP6MYBE \ I D6TANC£ � a W Q OO � � I I FOR WOOD � . \ � I � ANCNORS m � INSTALLEDBY . a < scnEws i � SIDE VIEW � � � TMSh1ETHOD. ° \ �.260'MNCFOR �ad F-- z � J a ALL MULLIONS d � � � d e ' EITHERTHE F– / � STANOAFi00R � (� ' n � ° ''q � . da OFFSET MULI z �s ° a � (��/{� 4 4 0 � \ a a '—" a IN9TALl.E08 Y � �� � �� ` n , e a � EXTERIOR E < �� rn�sn�Ernoo. Q z� ���a �` � oisrnrvcE e . Z � e � 4 e FOR \ a�'� Q � � � � MASONRV e `� � Q N r TF�OFFSETCIJPIS ANCHORS F– F"'S+Z mp� RECOMMENOEDFOA N � � Td� �\d FIN•FRAMED \n fn �y EXTERIOR �ee , WINDOWS.BUTM4Y W Q \ ALSO BE USED FOR a �"' � � OTHH2 FRAME TYPCS. Q Z Z � � a� �i'O s0 � i m nr.r�cxax � � iYP.AHCHOR � � � �'7�"7 PERSUBSTRATE, TYP.ANCliOR �PER SUBSTRAiE. SEE TABLES iB-i6B PERSUB5TI7ATE, SEETA6lF.S 18-188 SEE TABLES 1B-f 68 EDGEIEND BUCK57RIP I DISTANCE / / / / pND � SEETABLES � q7TACHMEN7 EA10E�M' EM BUCKSTRIP ��-�� T � ' , , , ,� ' BYOTHERS, �p EMBEDMENi' • .. SEENOTEI, . . ATTACHMENT .. . � ," .�� ' .. � SHEET 1. . . . _. . . BYOTHERS. •• ' _ , � •. • � ' • . � .. � . . • SEE NQ�E 1. . �- � ' � . , ' •. SHEET t. • •. • • . • . MIN 2.7 KSI CONCRETE OR CMU ' " . . , . FRONTVfEW pae�DUcrt�visen ' • • • ' SIDEVIEW ucnmplyin6wi160eF�bri� • Duildin6Code �.��21 FRONT V I EW �0"a°""t'1O i inn o �xplmt Pal � INSTALLATION NOTES: d Miami 4arraduclCuo�'i� '1)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCOO. I I I 1 �� � �i 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR P�CTOWAL REPRESENTATION \\��O\�.��YNAJ���� i�/ ONLY BECAUSE THE ANCHOR CAPACITY IS 6ASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE �,_��*• ��GE�SF ��'P l CORRECT�UANTITY AND LOCATION OF ANCHOR3 MUST BE FOLLOWED,REFER TO THE TABLES ON 7HE FOLLOW ING SHEETS.FOR DETAILS A-D,EITHERTHE STANDARD OR INTERIOR CLIP MAY BE USED, ' � ',�� � � �-+�� No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ �{ �j ' 4)WOOD BUCKS ARE OPTIONAI,SEE DETAIL C,SHEET 3. � O ���(� �� .�� �� � S'RC�EOf - �� 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE QNLY MIAMI-DADE COUNTY APPROVED /%��Q S!�'v����`C7�� ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGpTOR MASONRYANCHORS. �ii S C'� A.LfNN�M1U.EF���.E. FL P.E.t�58705 -- -- ----- - - ---- ----- --- --- ----�-^-- --- - -- - - --- — - DETAIL E: �'" , --� .izb•MiN. MULLIONTOMULLION ���� � DETAILC: � INTERSECTION NOTES: �^� Q MULLION DIRECTLY ATTACHED TO M��� (U-CL{P) ��MAY BE INSTALLED IN"TEE•ort'cROSs^ �� MASONRYSTRUCTURE �� INTERSECTIONS. ��'a� � (STANDARD CLIP SHOWN) vnre�es �Y � � � 2)MAY BE INSTALLED HDRIZONTALIY � i (SHOWNj OR VERTICALLV. N � � �-- � 1 TYP.ANCHOR m EITHERTHE i � � Pt725UB5TRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 � sranoMooR i i � SEETABLESIB-13B TOPVIEW FORCORRESPONDINGMULLION. Z �m� � OFFSET MULL � �,- MUu.ION O � CUPMAYBE � � I YYY EDGE�ISTIWCE _I INSTALLEDBY �� I �� FORMASOMiY VAFi�S-�--1 � _ THISME7HOD � I ANCHORS � p125TEELSCREwS, � i �i SELF-�RIWN60RPRE-0RILL � �� � � °I �\�MULLIDN ANO USE SNS uJ m o� O � �: l� 7 fA m (n � �ed a \ � �� NULLION � O � _ EXTERIOR q „ � � � g 7HE OFF3ET CLIP IS Z EDGE�ISTANCE ° � � RECOMMENDED FOR g ?� . '` � �7 FpRp,VSpf�y e � FIN�FAAMED L�MERSEG710N � �� & W ANCNORS �a a WINDOWS,BUlMAY U-CLIP � � J F"o i� rcZ ° ALSOBEUSEDFOR EXTERIOR Q Z � � 8 a � OTHERFRAMETYPES. Z Z Q N � TYP.ANGMOR � 4 r � Z ap � PERSUBSTRA7E. Q � ,p 6EE7�BLE57B�13B SEESHEET521-23FOR (q F'"p ��m� TYP ANCMOR HOLE LOCATIONS N g N � � � �PEft SU�STRATE, BUG(STRR � SEETABLESIB-73B FRONTVIEW EDGE �p OI3TMCE � F j j ATfACNA18JT SEET B13a V 'Z Q . BV OTHERS, � . � •• �• � � SEENOTEt, � :• _ a� Z y(n � EMBEDI.iEM • . • � ' SHEET 1. - ' . . ! • E�E �� mO � • • • • ��—SEE aaLEs SIDE VIEW � � � ��� � � MN2.7KSICONCRETEORCMU MP17.7KSICONCRETEORCMU 18-139 DETAILD: FRONT VIEW SIDE VIEW MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) S7RUG7URE INSTALLATION NOTES: TYp.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Q PERsuasTt+nn, 0 �SEETABlES iB-13B 2)QUANTITY OF ANCHORS AND MULLION 517F SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. `� SEESHEEfS PRODll(.'f KGVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON 7HE ANCHOR TO ANCHOR DISTANCE.7HE 2�-2�FaR � ,s complying wiJ�tho Flmidu ` f10LE au�m���g caa� CORRECT QUANTfTY AND LOCATION OF ANCHORS MUST BE FOLLOW ED,REFER TO THE TABLES ON THE � �ocaiiaas qcap��w No KD"d`L«•�3 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDAftD OR INTERIOR CLIP MAY BE USED. `�1� Ezpimti Date �21 rauuiav � 3)ANCHOR HEAD TYPE MAY BE PANHF?D,HEXHEAD OR FLATHEAD. � B � M� 'Dado cl 41 WOOD BUCK8 ARE OPTIONAL,SEE DETAIL C,SNEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.U9E ONLY MIAMI•DADE COUNTY APPROVED oisEaruce `��`��{1.YPlN A9/(������: EICOULTRACONORELC01/4'S.S.AGGREGATORMASONRYANCHORS FORSTEEISTUD3TH�NNEftTHnN 3EETA9LES O C FRONTVIEW 18C,�ANDCOMPLL4NTWRHTHEFL011ILDING 19-1�8 � /�� '��GCNSE '• '� �. ^ CO�E,A7XWOODBACKEt1MU5TUSE0. .; Q'�' �:} � . �� ATTACHMENTBYOiHEFtS. - '�.;: �1p.58%0� EXTERIOR �SEWO°DA�1CHO1isvecs SIDEVIEW ; /�/ / � : .� : NOTES: ' .•."l, �( 6��0 (Y ,,0 /�/ : lU, 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ;� g�7�C OF ,`���� ANCHOR VALUES MAY BE USED. � �7' : n�•_FIGY.\OP:�,`aG'\� 2)SEE CORRESPONDING MULLION TABLES, ' � J� SHEE7S5-20,FORQUAN7ITYOFSCREWS. '''A��LYN�rf�yl�4 E�,P.E. FL P.E.#58705 � 0�� • � DETAIL F: DETAIL G: DETAIL H: �"�� � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �x� a (F-CL1P) ANGLE CLIP) (ANGLE CLIP) �� o � ��oo � 0 4'� $i z 'c� 5EE DETAILS h{, 30'OR AS° � LL SHEETS 2 AN�9 FOR INSTALIA7IDN BAY MUII TO SPEqFlC SU�STRATES. � N MULLION � � �o m 0 0 Z y�� � � 0 O �J � O O O O O O � W O O TOP VIEW g �s � I W U o� O sHow IDE VIX W 'ZJ ' TOP VIEW � i i � Z � � � MlAliON � j I I �.�CHOR � O 7 EXTERIOR i i PERSUBSTRATE, � V; �. g j I �SEETABLE31680R1fiU Z �Z �� � I TYP.ANCHOR � � � �� � ST�NDARDMULLIOYCLIP � I PERSUBSTRATE, � � � EXTERIOR J (ng � Z /�� MOOIFlEOTOFITFIEIO � SEETAOL[S1B�14B O � � � Q z � T�'„ CONDITIONS. � � I � H � 2'X6'AI:GLECUP, y Z Q 6I p � � � � � � 2 PER MULLION END,MUST BE Q Q z N �-- � I � � INSTALLEDINSIDEOFBAYMULL. F. � CO MULLION ' I � � _ O I � ?�O m� � � ; � � g� o ' � �� � � ' � � � F ��� p` ii i i zxe•x.�zs ~ � � �� I �� ANGLECLIP, (� Z Q � � I I � 2 PEftMULLION END, ��- Q � O Q L� `\ � � I MUSTBEINSTALLED d� Z N � � I I I INSIDE OF MULL. �S mO YQ � � b � � - � � � ���� � � O N O� � b �TYP.ANCHOR PER SUBSTRATE, \ SE[TABLEE 1�798 �/) INTO WOOD, �f SrEEI,AIUM INTOWOOD,STEEL, STAPIDAROCL�T09E EXTERIOR ORFMSONRY E)CTERIOR ALUM,CNUORMASONRY �'�DIFIEDIN�FIEL�. EMERIOR � ��' �_� EiK'E�p1CH R ��~ `_� ORF7MfCT RIiVISG� O pfF P F na complying wiih iLc Florida �� f3uildingC:odc ��D21$. Q OO INTO WOOD,9TEEL, Accoply�ca No � ALUM,CR7U OR AWSONftY 1 EDGE O Expiroliql Dato Qj1 � � OISTANCE Uy eER Miuni de�mducl RNCHOR EDGE � '_�_-Q � \�� ��/ oisranCe NOTES FOR INSTALIATION OPTION G&H: PERANCHOR O `.��`����Y�N d9i�� ���. � C � NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CI.IPS PER�dULLION END.CLIPS MUSTBE INSERTE�INSIDEOF MULLION. �,�� ��GEIJSE 'p � ��.� .�C�: 'I)OETAIL IS NOT APPLICABLE FOR THE BAY OR 126`X 2.17'X 125'MUlLION. 2)DETAIL G:SEE TABLES 1B•14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE �-?;: ���;>8705 ` LOCATION9. ,c n-- 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEEiS 21-23 FOR HOLE LOCATIONS. 3)DETAIL FL'SEE TABLES 158 OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �/ / ��� ;.��. —J g {�6 LOCATIONS. '�} � ;,`f 1F r �l`�� 3)7HE 2X5 CLIP IS NOT SUfTABLE FOR THIS APPLICATION. /�. i OC •. FLOR\ON'• �CJ,. ii�tiV,�• ��� i - A�����A�R:p.e. FL 58705 - TAHLE 1A - -- - _ _�__ -- - ---�p�� * A - Muliton C aa{ Tabie ibaAt� ��� � - Opentng Width(Iorverttceityspatt9rg mu9lons}or Opantng Haight(tai hatlxont8h}�spatNtg mcdfivrx�) �WWW��gc�' SOIn 601n 70Fn BDIn 90�n fOtlln 1','�h t10in 1601n �"'� o ReclanyWt lte�lTtlnnp. Rectap&Wef TmWRlalg. Rect9�uiar TfepRlte(rg. R-dong,lar TnpRMmg. RoclupWar TrayJfiianp. Rbelargiar T/�pRdenH. RedenpG01' h6plTdazg. RMa�Au TrepffAon¢ Recten,qWor Tn{VTdcnp. pb�c �" 1X2X.12S ��d taa�ng t�idng Las&ig taadMt taa6nH lcndtne taa6urp i.wdnB ��e toadoa Loo6ny Ws6n9 taa3n9 Lcadr�p toa6n9 LoacA�p 4aadng a�* + g am,,.n�be � ,� :� � � � F � � � s � � � a� z� r �' �'.. �' �' �' �'w �' � � .Mulllon � �'� � �� E � �� � �� �� �� �. �� � �� � �� � �� � �� � a� � �� � �� � �� � �� � �� �, � �ry � � � � �� � a � B � a � m 4 �� s $ s � � € _$ � � L � < � .� $ €� ��' ,� cn us ~ � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� a� �� �� �� �� �� a� �� � �� �� �� � �� � o � � � 42h 111.9 108 129.5 372 032 408 115.5 323 7&9 4p8 707.9 821 69.B �D9 10{A �19 62d 108 1P1.0 J19 65.8 408 ra.o 379 18.6 �08 104.0 319 39.9 Itl8 70{.0 919 85.0 �OD 101A 019 J w �$§� T�S.e 3/2 e38 253 �4 3tt T3.4 252 535 312 8TD 21$ 48.8 3!2 83Y 2!e i1.8 3t2 61.3 2M �7.6 Si2 81.0 2Si �f2 }t2 SfA 2ft 2fi.n Jt2 fiLU 244 13.4 312 fi1.0 244 � $ � 60.6251n 67.8 2B1 7Q6 23� W.2 281 81.6 228 �5.8 ?Ai 65.7 711 79A 2B1 $2.1 Y12 J5.6 28i 50.1 720 �i.8 281 <9.3 2t9 28.6 281 49.5 2t8 22-8 2d1 iB.S 219 20.0 28i i9,3 �79 W p o � ,�, 51 h 829 2p 67.6 207 17.8 R4T �B.E 202 37.8 217 M.E 189 S2.B ZI7 41.5 1B8 2H.2 2f7 39A 181 2R�1 247 3A,/ iB3 21.0 2t7 38.7 7W ts.8 247 36.1 1W 18.4 2�1 77.1 fY3 ? m � C 44 h 34.4 200 it.2 f70 320 200 35.i 168 27.4 2W 3t.5 fe3 24A Zt16 2&.9 !fi0 21,3 2�Q 27.1 iS8 788 2PQ 25.8 til f6.0 2fq 26A 768 �' � J fi B7k� 37.1 10� 35.3 155 47.8 181 ]0.9 152 2J.7 181 248 f49 Z0.7 ief 2/,S 1S6 10.4 181 42.8 idt 16.8 tB) 21.7 f13 � m = � 'S eBln 2D.B 765 1Q8 1�G2 24.0 18B ffi.1 139 20.8 iQ5 YJ.1 178 1E.p 185 21.0 1!4 � W g �?� 72tn R2.1 !d9 23.a 110 Y8.5 iS8 !@.e ti8 l5.9 139 t7.5 fS8 � �� � �z 7em �se izs is.� �os is.� i2a is.e �or Q ,� a 7BIn L7.6 11B 1D.1 104 ~ � r � a � O TABLE 1B At4C}iORGAPACiTYADJUSTMENTFORMULA: F N�Z�o�o AneBorCa aci Tebto be ANCiiOftCAP.,„,.�, suAalmla� 27kCarorMe 3.5k(bne. Ho4avCMu Fi�MGAu PTWood Mnlel ��Pb)X ANCHORCAP.u, uj �"; o MULLION CAP.,,o,,,u Anchttlypet 37tff Eko4AUBcon 7[4'EknUlVacm "��B�Ek° &f8'EkoWutten 1!4•EleoWtrecm ��4•SSEko W10Eleo 1/TSSEko tl1051ee1 S12Stee1 W2SIed � ''++r. ��y+ Y An¢hotCUpPaFtet08 titi� n4pe�s�ar uuecon App�e�atw Screwt�f E�rc'++«7 sorew(cs) USETHISFORMULA700B7AIN7HE"ANCIiOft Ertpa Wienca(hk i' xtin' �' 2-in" 3�v8' r z-rrr r zarr r 3Tre� r a.as o.sa- a.32s� CAPAGlTY ftEt2UiRED'GflRRESP6NDIN�TO Atd � y( Q p O EmMdnenl in 1-3N' 4L4' talP 1-9M' T 1-IIP 1-074" t-t/4^ 1-111' L1�4' 1d7{• Y 1.118' 1�3ld• uvles ACTUAI PRESSURE R£QUtREMENT FOR THE Q t- Y A�mhas�14.75'Mln O.C./Slarqa0 w OOSM alp(Fq.1k 3eo ros �so u+o nw w.+ mo ro� �eaa m. s�o its seo iw s5a¢u 7to iW 37410a se�ies e�s ms xi�s aaz iro eso ro.s OPENING,WF1EN IT IS LOW ER THAN THE MULLION a� Z m� O innenaa@LtsMtn.a.c.tawnaeratmo6cUctip�q,2x iBpiDs 760ttro H�a wa Wn WA �800u tUA N/A wA wn wn 6azoa BBStm ft20ros CAPACITY{FROMTHETABLE)17F7HESELECTED �� �Q.�� 80 aMcha.�3�nuna.c.1R}a6aq�e{Yipst�fq.7Y TEORa 7dUms ewms tseaNs i89o�w sto� 5601bs wA 7eatM 7<atm esoms isn�Es ba2� easaos ts2oms MULIION.ITW[CLYtELdAh9INIMUMJWCttOR � ..� � 2 McAae�D.4S Mm.O,C./LLUip,In10.125'AWm.�FIp.4} WP WA WA WA WA WA IUA WA WA WA N1A N1A tUA N/A 715 ma CAPAGITY WHIGH MAY SE U3EII TO QUAU�Y 1 Anohul Fcup�Fq.6g tOSms t95 ws azs ws �451ss A?z ms Yss ms 140 roa m roe 3�oma te7 iee aas w� n7a roo 17a m+ nt im Reo ms ADDfTIONAL ANCHOR OPTION$FROM TNE znncnaB��.ss•nsm.o.c�Fao��.sl: zao�a aw�es eua wn wn w� �oo�w wn wn wa wa wn xiros o�2io� raoms ANCHORCAPACINTABLE. NOtE_F4R THE d1-FSE'i'CItP.USE TFtE SAN+E ANGH4R PAT[ERF7 AND AMGHOR YALtlES AS THE STANDARD CLtP. FIOURE 1; FIGURE2 TABLE NO7ES: �'"---��� , , ..... . • PROD gCT RCVlS60 S}SEE SHEf71 F4R tNSSRUCitONS ON USlNG TNE TAeLES AND SHEET 25 F4R INFOf2MATlON ON LOAOING. as mmnlying wiih Ut4 Flariih SEE SHE£TS 2-4 FC1ft C�ENEF2AL INS7ALtAT[�N METHPDS. ---; 9.OW' (�»- Q°'�� �O rlccePtancallo�a"� 2)LINEAR IN7ERPOLATION BETWEEN MULL LENG7HS AND/OROPENING WIDTH815 ALLOWABLE. r ex ire�i Aale I FiGURE 3: I Dy 3}MUI.LtON AND MUCUON G.IPS SHQYJN ARE N6T TO SCALE.F6R dCACT DthRENSIflNS,SEE SHEETS 21-23. �tginmi o Product • • � � HOLES TO BE DRILLED IN THE FIELD FqIIOWING DIMENSIONAL RESTRiC'Ii0N5 SNOWN ON SHEfTS 2f•23. 2.6D6' � FIGURES SHOW SUGGESTEO,APPRpXIMATE HOLE LOCATIONS. , M16LE CllP MUST BE t3SED W PASRS. ���\ �1'NN /�q ���/ A}SUB$TRATES:CONCRETF 3HAll.CC7NFORM TO AGt 341 SPEGiFICATIONS.HOL�OW M1D GROVt'-Fll4ED 125 ``��\�{ � ���F����� CONCRETE BLOGC UNIT(CMU)SHALL CON�ORM TO ASTM G46.WOORSHIU.L BE PRESSCiRE-SRENTEp \ �,C2 ,��1C��5� � FIGURB 4: FIGURE 5: FIGURE 6: YELLOW SOUTH6RN PINE WITH AN SG OF 0.55.AIUMINUM SHALL BE fi0G3-T5 AND BE A MINIMUM OF 12S' F ; �, �t % � THICK.STEELSTUDSTOBEAMINIMUMGRADE33AND,045"7HICK�I9GAUGE)STRUCTURALSTEELTO9EA7 1^XYXA25•MU�uoN _.�;. No.�87b' l LEAS7 125'TMiCK AND A38.Atl ANGHORS INTO METAL SW\Ll EXT£ND AT L£AST 3 SCftEW 7HREA05 BEYOh'D � � ��_� TH€MATERiAI.#10 8 Ht2 ANCHORS INTO WOOD MAY HE STEft,t8•8 S.S_OR 4t0 S.S. jf' `.�LJ/^^".'"Y� _..rll----'-'� �-c,'4-L�����iF� : �= -.'�J, . Si T6�f .��: �L;{�� . tGOFA�P.•��(};. ,,�S�jp�yj�` �`,, A.L'Y'NN im�44�R��.E. FL P.E.#58T05 . _ q����� ���� d TAB�E 2A Mulllan Ca a Tebla IbslFt� ��p pponingWldlh(forve�tica9y�sparW�m�ions}orOpeninBME�9nt(tortatizontairy-spamin3��°�1 tqo�� ���� o�4g � 90tn tWin 1'2Qcn b 701n �� Ho�a�q�� Tfap�T�9. Rwta9Wm TmP'�dar6. ReclanAuiar 11�Nrda'Ml �+Y Z V 601n 6o In toadu�8 la�+eB Coaotig Wadlrs M (nn01n0 Loadinp LmdinB Loaavq LoadlnH Lo2dfn0 � R9<lentWlar TRP'�Aan3. RectanOWar T�a4ndan8 ReotmW'+a� Tloa�9�U Rlwe�ar T�da� RxtaiWlat [czDRM1arC. RtctO[gu�r Tm �+9- � � �. T �.. � 1z2x.376 �xi,� �nre i�a�ro Lo�na �� �, r. ,� �' �„ � � �',. �s, 8. �� �� � � ,�g�' � �� � �t'� u�',°� I- Aiu�Tube �' €� i �_ � �., g � 8 �. � � �� �� �'� � t3o o � � e � �^ � ��oa MuSktan �9 S£ �� � �. b 6 `� � � � � �' � �A II g ~ II $ � � 8�" ls a� s $}C� � �pG �� �p� �� �� �� a� �� �� �� �� �� �� s� �� z� �� �� �� �� �� �� �� �� �� �� �� a� a Q w � � W �� d �� 3� �� $� �� d� ..� 3 '16tl.9 5tT 75.7 682 i68.9 8t7 &1.9 C&2 160.fl St7 6&.7 6Cl 16&6 b17 � x "`� �o � p21n 77D.6 826 �T0.0 435 15'{.3 C� tT0.0 AIB 12�-7 GQl 5700 60b 17�.6 662 t69,5 518 10�9 fi8R t88.8 617 �.� w � bBtn ti21.e 50T 13fl0 dt9 501.4 507 5t9.2 AYO 88.9 607 10&7 4U3 7Rtl 507 7028 3B3 87.6 50T �.6 �7 b6� � �.6 3� �.7 � �.6 � �.4 �T �.0 3� �0 �7 �O m � ~ _ � J 55.8 A58 80,0 956 A32 d:B SdD 5.56 37.Q 458 BR.Q 398 324 456 90.0 Sp,q15lry ��.7 ib6 5td8 370 BG4 45& 99.8 371 7A.7 464 9Q.S 364 80.8 A56 bA.B 360 67.0 4`A Bt.� �1 r 26 � �I� ��4 d� gg.3 �W 71.2 1oQ 80.9 � &t0 dd0 72.7 3'Xl `.�.4 A00 67.3 310 47.5 400 67.0 318 4t7 A46 G23 31.f 358 At70 Gi.B 353 30.5 A00 81.8 318 26.7 4W g1.� 64N 52.3 324 66.H 278 6t.9 324 �+7.5 270 44.5 324 61.2 264 3&9 37A 4&9 76d 3A.8 32d A3.B 247 37.1 31A dY.O 235 26A 32d d0.5 253 Y2.2 824 4U.6 251 1A5 3?A d0.5 257 � �Z � � 227 29.2 �b 74-1 27B 200 248 37.5 2t6 23.4 268 29.6 252 195 26b TE� 2f0 1�.7 '� 2T7 � 1�.6 � �.7 � V .� � 63in b3-S 244 57A 262 45.8 244 4&2 246 38.4 Y97 A3.9 141 �.0 249 90.8 2a7 Z8.8 19a 3).t ZN 7d9 24a 35.2 732 228 284 33.5 270 442 2e4 3.1.4 230 180 2�4 33.A 23U g aq.p +25p 424 'Y15 374 26E 37.5 ny �pp l5.II 22S 20.5 177 129 �16 19.6 176 11.3 213 19.6 178 � d � �� � tiUi 46.8 260 4D8 YJO 48A 18E ?2.6 725 26.8 '185 26.0 ZYa T3.fi 18� 1&d 22& 9.8 201 �S.B 158 J �� T a i9.4 1&'i 12.8 202 10.7 18G 10.0 202 15.0 i5A a � � f 72 t� 3&.0 225 �7.8 196 �0.0 �6 322 191 7b.7 � � Q � o T84� 30.8 202 31Q 1T7 25.5 2U2 2T.2 l7� 2L8 2@ �.B 170 tD.2 YD2 27.fi 187 17.6 202 59.T '� �`+3 � z = Q � � � TBIn ?8.3 7@'2 ?9.8 tOB 73,� 1B2 25.1 785 202 1B2 720 162 11.7 �� 19.7 5fi9 167 iB2 18.1 �57 id.2 582 10.6 155 17.8 t6t 15.2 752 10.1 192 1d4 15D B.e 192 1lR 1 0 � h 8 ��� W!n 18.5 tA4 t9.0 128 �5.d 1dd 1G1 126 (n �`n � �'n ��Z ��7 ��6 13 ANCHORCAPACITYAOJUSTMENTFORMULA: � x OP�, X(ANCWO------="-., ANCHOR CAP..�< F N (Yp � TASiE 28 MohnrCs act Tab1e�hs �y�ce anu PT`rv�od Me�� � } 1 MU�LION CAP..,o...,.�~ U �` d p � xoaavc�.+u ¢..`" 2 Sucsveto: 2.7k ca+arcto 3.5x�^0. tti•as Eiro dt8'cwa u4'68 ENw Nto s�i at2 Sieet Ytz stee! USE TH1S FORMtlL4 TO OSTAIAI TH8`ANCH4R � � r 5 n 6•E l w ySp.��q W tr acan 1 1 P E l co UlVoctn p��t a �p u g�o n A p peaata Scr�w I�SI sc�l�) 3oren(051 C A F'A G 4 T Y R E G I UIRED"GC1RRESPONRINGTO Nd Ami�SYPa� 37f6Elcotit�reeon iJPEkotklteeat UBwoDn �,llB' 2' 0.40' O,Si' 6.3Pd` ..� # ��00Q. AacbarCilpPattsma y»� r �t12' �' z-��' r � ��� t,��, .� ACTUALPftESSUREREQUIREMENTFORTHE � e�qa o�tm�oe Mk �' 2'�rr i� 2-'� �•��a- �-��q- �-�q• t-vr �-+u• t�1r4� OPENING,WHEN 1T IS LOWER THAN TNE MULLiON � g � ��� tmio smhadment Mk t 3ta' 7-3�4• t aI0." 1�"!4' 2' �q �� ggs� t 12o ms CAPAGITY(FRLiM TttE TABIE)OE TNE SELECT wA wA aeu ros wA N�� tuq Wn MULLION.lT WILL YIEID A MINIMUM ANCHQR z�oia, zmros s��ns �aas aa��cs saaans ess�ru 3asw aazms 2 p���.1.75 Mn.o.c.i sierid.imo:aset aro tFq-Zt ,�� 7�� 4 N�� �� t�� ies2 ms sez in� aas tbs it2o�s CAPACITY W HICH MAY HE U5E0 70 QUAi.IFY WA 76D IW 71816c ��° NtA WA N!A 715 ros �Mc�pa�1.15'Mb.O.C./SlenOa�tl(ar07se�la�P(F4� 1� WA xtA NtA WA ADDITtONALANCNOROPTtONSFft4MTHE BAnctrN��y�M°'O.CtRI2c6NwtatakgJt�9.3Y 7tt1�s. 7E0{bs BCUtds 155Qo5 189dWs 71tlE7s `�A 2Mchmc @ OAs Mm.o.R�ual➢.Into.125'Alum.(Fl0.41: N1A WA WA WA N/A Wn pNGNpR CAPACITY TABLE• 5 f 057W 1951Ls 925 iDs dd5#s 822 ibs 135� tf0 Cos 1R Ws ]N 1ns 78� HlA 4 WA �81�s ;42 tM 560 @s 1 Mcha I Fi71p(F4. r N!A WA 780 Qa WA 2Mahas�i.t5'hiin.O.C.tft7Mlfip.8k 2A�ibs 3h�s Si�A WA NOTE:FOR 7NE OFFS£i'CLiP,USE TNE SAME ANGH0i3 PATTEEtN AND ANCHOR VALUE8 AS THE S7ANDARD CLIP ^ROF)UG'!'RGV3SBF ;ss camplying wilh Ro Flbtilb TABLENOTES: UuiidmgCoda ,� FtC�URE1: FIGURE2: Acecpta�eNo/ -Ou � 1 . --.j 1.060' r' Expirolia�Dmle 1}SEE SHEET 1 FOR INSTRUGTIONS ON U31NG THE TABLES ANG SHffET 26 FOR�NF6RMATIOtJ 6N LOAD�N . � • , � � SEE SHEET3 2•4 FOR G[NERAL iNSTAltA714N MESH04S. � �,�' or�M 2)LtNEAR INTERPOlAT14N BEIWEEN MULL LENGTHS AND/OR OPENfNG W�DTHS IS AILOWA9LE. ` 4 S i SEE SHEETS 21-23. 2.�p' `\���,0��{1.YN1V��/1�l�i FIGt1RE 3: 3y MULLtON AtJA MULLtON C�IPS SH4W N ARE NO7'S0 SCAIE.FOft��T p�MENSIONS, `` / kiOLES'CO&E DftitlEA!N TNE FIELD F4LLOWING DIMENSIONAL RESTRIC710NS SHOWN ON SNEETS 21-23. � ` �� �IGENSC r� � � � � FIGURES SHOW SUGGE57ED,APPROXIMA7E HOLE LqCATtONS. a7�„ � ;��c. 1�10.567Q5 ��' '' ANGLE CWP MUST BE USED�N PAtRS. CONG E E B�O K UNIT CMU)SHAIL CONF RM TO ASTM G90'w00�SHR('t BE P ESSURE-TREATED D �*X Y X.375'A1UI.EtON � '" FIGURE 6: YEILOW SOUTHERN PiNE WITH AN SG OF 0.55.At»UMtNUM StiA�L BE 6063-T5AND BE A MINIMUM OF A25" ,��. � a b .: U h FSGURE 4: FtGURE 6: TH1CK.STEEI STUDS TO SE A M I N i S dUM GRADE 33ANb•045^THICK('lB GAUGEJ.57RUCTURAL S7EEL TO BEAT �`r��L � � �EAST.12fi"TNtCKANDA36.AL�/1NCHdRSINTOMETALSHALLEXTENDATLEAST35CREW'i'i�REhPS�EYQNp %pat�� , F-��R��P • \�� � � �,I THE MATERIA4 tt10 ANCHORS 1NT0 WOOD MAY BE STEEC,2&S S.S ORAiO S.S. � ` � � lJi_J1_..~--'J � %,;j�4�c�t�AG�=a ,. A L'`(NN M11�llE1�.P•E, FL P.E.#58705 � - ---- - _� _ -- - - - - TABLE 3A - � LL- --- -- - �IC 4 - Mul!lopCepattty7able tbslft� ��� " OpaMngiMdth(tarwr6fa71y-spamtngmt6lons)orOpontngtteight{lorhodwntaily-spamirx3mzi�a�s} 4'��+ � 5pN CAIn 701n BUIn BOIn t001n 1201n 1�OIn 180N p R¢eletgUar 'iYep'➢ia�8. ReGa�/ar T�aplTlerg. Reclanpiiar lFop�7Mmq. RerAe�pular Tm{fIT'Aea& Rectet�gi8ar T6pliAeng. RECWngJv 'h�YfAeig. flectrng�Am heplMeiy. RecfangWor Treplfdi�. Rectm�gnler heplTdang' p4� � 1]t2.7EX toa�nP ���H taadnc L.oadn9 LoaG5�9 Loa4�qt toa6� toa6ng CoaJNg Loaiap loaa�q toadFt9 tna�reU tnadnH cmartg tuaunA Loa�Anp Laacfng Qy, � � .316 Atum. � Tubo '� �.. � �.. � �.. � r '� �'.. �� '�.. � �.. • �.. �.` a... a� �.. � � & '�., " MWIIon � �� � �� � �� � �� � �� � �� � �� � �� � �E � �� � �� � �$ � 8� � �$ � �� � �� � �� � �� am sp �� � � g fi� S � � .�� � � hg &i ,�� �� s s � � � �� �� s €� ,� � � � � �c- �� �� �� �� �� �� �� �� �� �� Y� �� 5� �� �� �� ��. �� �� �� �� �� �� �� �� �� �� �� �� �a �� �� �� �� �� �� o N � � d21n 170.0 B27 17Q0 �35 170.0 7F4 170.0 N6 170,0 C6tl 770.0 508 170A 692 170.0 61B 170,tl 1116 1T0.0 621 17tl.0 12/0 170.0 521 U&7 1Jot 170.0 621 727.8 iJ01 170.0 621 111.5 1301 170.0 621 J {g(n TloA 748 17a4 STt S7Ua Bitl 174.0 584 574.4 832 t70R 839 170.0 ii33 776.0 fifii t5f.9 H34 f70.Q 877 ta$.6 H34 f70.4 880 ft39 it39 170.0 6B0 97.6 7t54 170A 6@Q 85A tf39 170.0 C8o � _ 30.8251n 170.0 7�7 176.0 5W 170.0 L98 170.0 831 78Z8 1032 t7¢0 68i i{8.8 1032 S7Q,6 723 13D.5 t032 4T6A 7i7 HLt 103Z 110A 759 &79 tD32 170.0 7i8 a3.9 t032 t78A T59 73.2 1632 470.� 758 � �g � 611n 170.0 787 170.0 E12 1E1.3 80T 17D.0 691 1�dII 907 184.7 730 120.4 907 5625 720 107.5 B07 415.0 714 66.6 807 1/1.1 7f0 60.8 907 1/0.0 709 fi8.t 607 f40.0 TM 60.6 BO7 110.0 709 m O a M 86in 1<t.t 735 fbt.6 525 H7.8 735 430.3 8ft i09.e 734 11d0 689 88.2 7S5 t08.2 680 18A 735 �.6 683 7q.6 7J5 9it 578 58.8 735 OI.B 67� 60A TJS BiA 874 I4.1 73S B1A 67� � � J B91n 121.9 869 13Q.9 670 101.8 668 tii.6 66) 97.0 66H 88.9 547 T8.2 668 eU.t 478 07.7 8B8 83.8 d3t i'i0.9 668 78.8 626 50.8 SS6 7d.8 62f a3.d 668 1�a6 62! 39.1 666 75.6 b2i � � J U � � 66h 109.0 607 112� 732 BE? WT 86.1 511 76.7 &07 BS.O 501 68.2 607 77.1 �B] S&9 6Q7 71S �BB GW.O 80'7 87.8 4B1 li2 001 p.1 �70 77.8 607 827 4]4 ]].1 807 82.7 474 Z a� my � 721n 81.8 510 8i8 fi3 68.6 MO 73.0 454 38.3 10 G4.] �28 5/.0 dW 57.9 418 15.4 5f0 33] 41� 40.9 510 SOA �OQ 74.0 S1D �5.9 �02 2Y2 5fU �4.4 094 25.5 510 M.e 898 � U7�`� � :�� � 78tr� 69.� i58 T1.5 i0U 67.8 d56 81.T 382 i9.8 f58 5+.f 385 �'S.� 595 f4A '376 #0,6 f59 14.5 373 3t.T 458 41.8 365 288 158 37.7 8G2 2i.$ 458 39.0 355 2t.7 45b 33.7 358 � _t� �Z � 78In 6i2 4]5 6J.0 381 63.6 456 66.8 873 �5.9 ISS 19.8 566 J0.7 135 �4.7 760 35.7 �JS �D.9 755 82.1 �3 3U.1 351 2GB 43S 54.4 814 a.9 �.19 3P.8 71A 20.1 435 �.2 340 F � � � P6M Af.B 327 N.i 26Q 74.D J27 JtiA 285 2D.9 327 S1.B 280 26.1 327 28.1 276 2�2 �7f 25.7 271 20.8 3t7 2J.7 2bD 17.4 3T7 21A 262 f1.9 �27 f0.] 268 a c��y � 96in 3i.t 287 SS.A 2dT 28.7 287 29.8 26x 23_8 28T 28.0 2ie 21b 287 23.1 2<a 19.1 987 20.9 21D 17.2 �7 19.3 237 11.i ?8T 789 232 � M oZ�p�� 1061n 2{.2 727 247 208 20.2 727 40.8 201 ti3 227 iB.O 198 76.1 727 18.0 185 (q �'� titln Z1.7 215 ?1.7 184 1e.5 2f6 18.1 181 15A 215 fes 48B r"" t2din f7.6 tS{ t7.8 t8? Y Y TABLE 3B ANCHOR CAPACITY ADJUSTMEN7 FORkfU4A: U � ¢ � O a z cn cn AnchwCa actt 7able Ihe a� mt7�.O ANCHOR CAP.,,,,,,,,� � sa6stteta 27NCaiereSe S.bkCam. HatlwrcAttt FineRCMU PiWnat Metat (Rp,�,}X{ }=ANCFiORG1P.,,�, � � �CY.>Q' SnaEko w�ssEka 51te'E1aa it4^ssetco atOstee� si2steel at23ted MULLEONCAP.,m„�,m, e � � o-�a-� pnchorCllpPaHeme A"u'aryp°: ��cEbauitracon v+•�kouiaacm 7/18'EkoUWucon iH•�icouwecm �nuewn Aocmcm« unr��o� Aporeoata Stttw(G57 Sc�v(G5) scrow(cs) USE THIS FORMULA 70 OBTAIN 7HE•ANCHOR Eaouds�en�epn�: 1� 2-trr r 2-trr �ue- r zfl2^ r s-trr 7 3-0IB' r o.4e• d.5�� a.aza• CAPACITYREQUIRED"CORRESPONDING70AN emcecmemRny: ra�• f-aM� i-ve• �ar�• T t-ua� f47a• fara• 7-v4" t-v+' t-ua• r sare� tara- ,,enee ACTUALpRESSUREREqU1REMENTFORTHE 2ArcimBt?475'Mn.P.0./8tjndardotORsstClla(Flp-ty: 3DDWs 3a01Cs aSDie.a 8fr6I65 184S�s Z70ms 29QIOa SSilbs 74aGu 37dlbs 88#ths 048tixi 3d5bbn 412ios 3Sbihv OPENiNC�.Yi+HENITlSLOWER7!'IAFtTHEtv1I1LLI4D2 4McAas�l.iCMIn.0.0.lSteMxE(orOcseqCip�Fq,2R 480@s 7001W wA N/A N!A WA 3BOIW WA wA Wn WA !llA 6821W B851ns 1r20Ws CAPACITV(FROMTNETABLS)aFTHESELECTED AMstqte�3'MIn.O.C./(2�2c5AnpleGWs/lFp.7)' 7b�9Fs 7aoros eaoma 15eo1� 1Bseros 610�a SGOIba WA 76oIDe �betos eeoins teazios 9ezxxi 9esi� tt2oro� MIJLLION.ITWILLYIEIDAMINIMUMANCHOR 2 Anchas g OAS Min,6.6.f Vqp,tnto.t2b•Akrm.SFlP.A}: WA WA WA WA NJA WA WA WA WA WA WA WA WA NIA 715 ms CAPACITY WHICH MAY BE USEp TO�UALIFY tArcAurlFLCp(Fip.Sy: t$523 19S@9 225�s i95Au OYC@s 1SStMa 1dRltq 1T7tha 376t6s te7i6s 332@s 4t30s 174tGs 2211� 2&Y0S ADD[T[ONALANCHOROPTIONSFRflM7#�E 2NwMr6�1.15'61N,O,CJFLLpRp.0): 240@a 3501b5 WA WA WA WA i90fb5 WA NrA WA WA WA �itiba 4127M d80Pos ANCH�RCRPACITYTASLE. NOTE:FOR THE OFFSET CLIP,USE 7HE SAME ANCHOR PATTERN AND ANCHQR VALUES AS THE STANDARD CLIP. r"`1 CIRCLED VAWES N2E USED IN TNE EXAMPL�ON SHEET 24. reOnuCf REwSED �..J az compiyin�{wiU�tbn EICKi� $uil6ctgCoOe FIGURE 1: FIGUftE 2: Acceptwx No�6��,�$'�' TABLENOTES: L'xpiratronDam ��jy2Q,�f,,� � � � A � 1.000' I- . � S}3EE SfiEE71�4R IN3TRUCTIONS Oh!US{NG THE l'ASLES APlD SHFET 25�OR INFORMA'f'tQN ON�pA1TtNG. � SEE SHEETS 2-d FOR GENERAL INSTAlLAT10N METHOD5. 4] ii ck t�mduct CbnkOt ma 2)LINEAR INT6RPOLATION BETVJEEN MULL LENGTHS AND10R OPENING WIDTHS ISALLOWABLE. ���, ��/� FlOURES: `\��t�t�( I.YI�N 21/r '/i� 3)MULLION AN6 MULLtON CLtPS SHOWN ARE NOT TO SC�l1.E.EOR EXACTDtMENSIONS,SEE SHEET521-23. 2•75Q� � a"t� �,tGENS�-' �Ff� ��, � � + � HOLES TO BE DRILLED IN THE FIElO FOLLOWING DIMENSIONAI RES7ftICTIONS SHOWN ON SHEETS 21-23. � �•' � FIGURESSHOWSUGGE57EO,APPROXIMATEHOLELOCA710NS. �• .�� ' Mo.�G705 ANGLE CIiP MllS7 8E U3ED IN PAIRS. d}SllBSTRATE5:COFlCRETE SHAR.t CONF4RM T6 ACS 301 SPECIFtCATtONS.HOLLOW AND t9ft4UT-F1�CE4 • J��[^, . = CONCRETE BIOCK UNIT(CMU)SHALL CONFORM TO AS7M G80.WOOD SHALL BE PRESSURE•TREA7ED - '�75� ''6 "" Q �b �.- FIGURE4: FIGURES: FIGURE6: , /.r -- ��77--��-rr- �ln--n-� YELLOW SOUTHERN PINE Wlhl AN 5G OF 0.55.ALUMINUM SHALL 9�806&T5 AND BEAMINIMUM OF.125' � ;,J-� . �j,U�r ,• w!� � (� i� . � i �+, TH1GK STEEL STUflS TO BE A MlNIMUM GRADE 33 AND.p45'TNICK(t8 GAUGE).STRUCTURAL S7EEI.70 BE AT �^X 275'X.3T5 MU�LtON ��'r •. r p. � ��' L E A S T 1 2 5"7}i I C H A N D A 3 6.A U.A N C H 4 R S IN T O M E 7 A L S H A I L E X T E N D A T L&1 S T 3 S C R E W T H R E A D S B E Y O N D � � L��tp.• {j�� � �� �� � � � '� THE MATER�AI.$10 8#12 ANCHORS INTO W QOD MAY BE STEEL,18-6 S.S.OR 410 S.S. ���r��j���,����1\�� 1 L..1 L-.�I r.� Y 4BR�P.E. FL 58705 ` ' ��k' n� ��� � ���� � TABLE 4A --- Mulllon CA ao TaBto Ibalft� �i p Oponlq9Width{forvert�M�spomirgrcur�Iore)orDponln0Net0ht(fartntimNattY-SparNrt7mU!lons}�� t�oin leoln ���� � �� 90in t00tn 601n 701n Reeien�ies SwpR�enD Ractm�9+� T��en4• Roctery�ular TmWTAan9. ftta bnB� toad�p �Y � i so�o ruo�o�a+a� 'T�da�a �ima�w 7rW4TAwA• Loe�n➢ �ooam �o�ana tm ne Fiecta�+p�lnr Trep7danu. RoctonA� T1aPRn�B• Loed�7 luadi�9 loaan9 LoaanG Loadme y, Ratw�.�lu T:eptnia�g. Loadnp Loa6nB Load+W laerin8 ��"� _ 1 x 2.78 x LoaQma �.ow]ne y, ,� b p x' _ _ _ - � � � £ .esontum. r � a p � � x �-, x �� � �� �'9 � €r$ � �� �s � �� mam �, � � � @ �' �' � p $ � � a �°� �� � a� � U U� � � �� � � �. €� � �' � u`�i s�eo g a � � �� � e�. � �� � �� � �� � � ��' � �b � �a � � L � e� � �- s� �� � � Mutnon �. � �^ �M1 � � � � o� � s s� gp k �� �" `� �e �� s. �� �� � �� �� s� �� �� �� s� �£� � w �� � �� �� ��. �� �� �� �� �� �� �� �� �� �� �� �� �� ��. �� 9� .�� �� �� �a �� �G �a .� w �� �� � � �" N �" o 42M tta.a 82U 170.0 1�5 170A 714 17q.0 179 7T0.0 LH8 1T00 549 170.8 942 iT09 fiS9 S7Q0 tN8 17�.d C�1 170A 1240 170.0 S21 170.0 1�87 770A 5Rt 15H.7 i8t0 170.0 nt 739.8 1820 170.6 w Mo F 54 .y61n 170.0 708 77LL0 52f 170.0 � 1 DO elt 5706 1618 ti0.0 68S f70.D 1185 17Q9 7Y5 l825 1z26b 47Q4 747 1485 IYBA /7Q.� 760 121.0 /286 1700 7a58 f015 1,268 77D.0 758 B1.1 7286 576.0 i50 h � J 5p.9RSM 170.0 747 770.Q �&7 170A � j 64N ]T0.0 7B7 i70.0 812 170�0 � ��3 78f 125.5 91`s tii.b � 1689 y8i5 i82.3 735 478 'YtaS t239 T2b �b 815 i1B.5 T2G 772 956 1144 y15 82A ,BIS 11�.1 775 549 816 itd.d Tib = wg � � 8 Z ap 1n t70.0 6&5 170.0 TOI 718.5 815 1 BJ§i 151.8 Oa0 181.A 770 128�6 fi70 138.D 881 tOLS 830 t27.2 BBi 9t.9 S;A it22 878 8f.4 E5Q 101.6 Ol2 75.8 830 90.4 858 63a 83A 8{.5 BIB 51.4 830 94.1 Bi8 67.d 830 81. ? fn� � �Z Q � r � I.0 5{0 727 E38 BO.S 53+] Q5.4 836 72.? 62S 68.6 63& 88.5 514 50.9 838 82.3 509 424 B�b 57.2 5D0 �0.5 B39 55.3 i97 31D 85� 55�Y 487 ` � 88N 13Z.1 T67 740A B50 110.0 76T 110.8 070 Bl5 761 105.0 82i 82.fi 757 98.t 814 73.4 757 88.1 � b9.� T57 6�2 B00 65.0 767 78.0 597 47.2 7fi7 182 691 dt3 ibT 78.4 0 721n 101.7 8� 108.8 5� b�.8 �3b B � � � � 6 512 �0.6 d15 45A '+�2 i0.f 423 Z � � � 78h 89.5 5fl BU.4 106 72A 571 rs.e i88 0. 5T1 87A 479 5t.t 57t 60.4 i71 iS,U 571 C5.5 181 43.2 6N 81.8 �59 1E.tl 671 �7.0 �t51 �.� 57t A4.8 d4T 27A fi71 . � �9 O � 28A 4� �-1 318 29.� b7 28.8 � 21.7 4W 2b.1 �7 fE,e �OT 24.t 322 18.� 107 ?3.0 3tB � x 8 a � 781n PA.O 5/2 &7.4 474 G8.7 542 T0.8 485 57.1 542 82.1 i56 `-0.0 St2 55.7 419 41.4 512 57.0 M2 40.0 512 AT.S 437 7a.8 `.x12 d2.9 42e � BOIn 52.1 107 53.? 381 43.4 �07 45.4 355 37.2 497 S8A S49 3'LS �O7 35.5 3t3 � t�•- Y `1 @bin 42.8 � µB 255 25.1 283 259 251 21 fi 2b3 t25 � E.8 2d3 199 24! 87 283 BA 24 5.1 28J i6.6.... �� 17.9 358 31.� 28B tu.7 �50 fB.2 2bf V x d O O 108 k7 90.1 283 30. Q..`� Z � � »>� ��B 2Q� �4'� Z+Z Z�.� �b7 2�� Z� 198 zq� �,6 23s t7.3 28T t&s 231 t5.4 287 te 5 qNCHOR CAPACITY APJUSTMENT FQRMULA: i82 242 �� � �'�'�m.'� 1201n �.A � �.� �B 18.5 ]76 18.E 205 55.7 � ���� tts�a� {DP.,)X(ANCHORCA?""°"-_^=\�ANCHORCAP..m � � � �� -� TABLE46 AnehorCa acl Table iba Hcnaxr+tu p�edc�p rrtwas MUlliONCAP..„,.,..�1 s_7gco��ae 3��'k�' 1/;`BSEko uic'Eico tta-ssEka H�osi� tl�zs�ee� ��25� tSSE7tiiSF4RMUlATOOSTAiNTHE'RNGHOft 9ubsirete: yt6 Eko u� yte'Ehouw�can tM'6koNveun ��pawr lAuacon Apmec�atu� ScreW1a57 sc�en(cs� s<mwt CAPAClTYREQUIRED'CORRESPONDING70AN MclWti}rye% 3115 EfGoVlUeem 1!4'E1co UlUecm 2112• 1• 2-12' T 9�116' T a.48' 0.5{' 0.32!' Anchor Cllp Patfeme s.ta• a-us' t' r 4_ye. tye' ,�,�y ACTUhL PRESSURE F2EQUIREMEN7 FORSN Eaae ama,ue Mk i' 2"�� t� �arr r sde ios xt nxi 4as im :eo tm OPENSNG,WtiEtY tT IS Cp1NEft THAN THE MULLION dp 1-1i4' t-ff4' t•1t0" t-5td' i-1t4' i.ttt' �m��,t M)' t.y1' t-ar4' ,•�� �t� ��d� nA� 380�p, 34y pn 7q tes 3T�los ua�ros �i� � 885 i st2n ms GAPACi7Y(FROM TNE TAOLE}OF 7HE SEI.ECTED wA �A wA- ��� wA wq tt'q Ni� w� MULUON.IT WILL YIELD A MINIMUM ANCHOR zp,w��a.75•Miao.a�sWid�aaoasNarolF4��� 4�� 7�� wA CAPACt7YWNiCNMAYBEUSEDTpQUAtlFY 4��g 1.15 MN.O.Q 7519�d tb��ty�"P��'�' 716 Poa ���� Wp - wA WA wA wA ADD1Tt4NAt ANCNOR OPTIONS FROM 7HE 3 hiin.O.C.I(2}'l�iA�eqlpalffy.5x t8oxn Teoros �� �wa �e�� �W� �a �A ��� 7tet� ��tr' �aex��s �� �� t p�,�CHORCAPAGTY7A81.E 2pyy�s�0.45"htin.0.C./U�IP.IMo.t25'ANm.(Fq.4): �A �A 19fllb: WA WA WA WA WA lttics 4f2ftr. `.�� P12t3LXU�1'�Y388Q 1Mwi�or/F�Vifl0.5p, t95ths 1951Fs R25bs �45bs 871fhs 1351bs 7�UIOs t77Ns 77016e 1B71Da 3J21b5 I70IDc 770Pos 2111iss 2 yecempfyip6wiihYmF{p�(�1 350Ws WA WA WA WA 2Mctron�5.is Mh.o.G.t Ft��p t�a�61: �o�% �CIRCLED VALUES ARE USED IN THE EXAN�PLE ON SNEE7 24, oullding C.odc `�.p 212tJ� nc«pt:�esw�j�Osi NOTE:FORTHE OFfSEC CI.IP,USE TNE SAME ANGHOR PATTERN ANP ANCHOR VAIUES AS TNE STANDARO CLI � 3 4�, � erP�ro��Dok FIGUFrE 2: TABLE M1SOTES: Dy Fi�t}REi: _. • � M�ani il�r��{ l�tt � • � � 1)SEE SHEET 1 FOR INSTRUGTIONS ON USiNG THE TABLES AND SHEET 25 FOR itSFORMATt4N ON LOA01 G• • SEE SHEE7S 2-4 FOR GENERAI INSTAtLA7i0N MEIHODS. ` �pe ����fi 2}LINEAR INTERP0IJ+TION BETWEEN MULL LENGTHS ANd/0R OPENiNG WIDTNS IS ALIOWABIE• ti:��.�t . 4���NSC ' F r 2.750' .ir% ,�- 3}MUl�LtON tWD PRULLION CLIPS SHOWN ARE NOT TO SCALE.F6R F3(AGT DIMENSIONS,SEE SHE£TS 21-23. _�<<: �o ±��r�5 i FIGURE 3: (-IflLES TO BE DRILLED IN THE FIELD FOLLOW ING DIMENSiONAI REST(i�GT(ONS SH6W N ON SNEETS 21-23. _ � � � � FIGURES SHOW SUC3GES7E0,APPROXtMATE HOL6 L6CATiONS. .' �- U {.� .��` 4)SUB57RATES:GONCRETE SH�LL CO ONFORM O ASTM C-90.IV140D SNt+Ct 8E P ESSUR6TORPJI{TED D �' %'��j'��A��� •\.sU: ANOLE GL1P MUST BE USED IF3 PASRS. GONCRE7E BLOCK UNR(CMU}SHAIL C ��'�� FtdRIU�' C9�� yEy�py�gqpTHEF2N piNE Wt7H AN SG OF 4.55.AIUMINUt+S 5HAI.L BE 8063-T5 AND BEA MINIM17UM OF.'126' \\ \ FIGURE6: 1'X2.75'X.65Q'MULLION ����t✓����i����\; FlGURE 4: FtGURE 5: THIGK.STEElSTUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUG£).S7RUCTURN-STEEL TO EEA7 LEAST 125"TNICK AND A36.ALL ANCHORS INTO METAL SHntl EXTENB AT lF_AST 3 SCAEW TtfRFAOS BEYQND ��i t r r�i i t�'� � � • � THE MA"fER1A4.#t6 A67CNORS iNTfl WOOD MAY BE STEE4 16-8 S.S.QR474 S.S. A.LYNN MILLER,P.E. • * FL P.E.#58705 _ .. TABLE 5A � _ - -- - --__ __ ----- - o�N � � - Mafllon Ga ac Tabfo lbSllt' ��� a x OpoatnpWJdth{fottisrticat�sperrlrnmtilions}QrOpo»tnDH�f�ht(Forhorh:otta&y-sRarnitgm�IGorss) 3���ii�L' s 501n BOin 70M BUh 8oln tD01n 120At tlo6� teom �� � o RectenWlN 7r�R�larg. E�clanpdaz TreP�rie[p. Reclanpder 1F�pRdmg. RaciopBNar T�✓(dan6. RoCfAnpd� Ttep7l�ian0. Pecienglaf TRM�en9. RacWaAar TiaplT�e�. RectangAu TreplfAan& Rwlmgum T�l1'Ann9� 4 � 1"X3.12b"X �'� Laadng taadn9 Lea&nq lna�np la8600 toaAo9 tmR09 CoadaB Loadtq L�ar9 �o��n0 taednn Load� lmdng Coadr�p LoadLq LaaduO oY cwi .800"/Uum y� y a a r a �r a ,r, � � x p a � � ,t� �' x a n p a x z, ' � 7uba Mull � G ii � 4 � � Tt 5.-. G 5 �.. �.. 4 '6+• e � 34.-. � Ti.-. � e$ e a� � �� � �� � ��. � �B e �� � �� � �� � ��, � �� � eg �- &� � ��. � �� �r � � �� 8 ��' N V U !J U (l U V tf U O IJ U V U V p U U v U C U U� V U � a +�_ a. z_ a � b� €� �- s � � $ €� g �� ka �� #� _� s ��' E .� � � � �g � �� �� �_ �� �" � � �� a�r� �� �� �� �� �� ¢�� �� $� �� �� z� �`� �� �� �� �� s� a�� s� a� �� �� �� �k� f� � �� �a� �� �� �� � �� �� O � � 421n 1i0.0 820 170.0 175 170.0 744 170.0 �78 770.0 9BB 17Q.0 50B 170,0 9B2 170.0 518 17Q0 7718 iTQO 521 170.0 1240 170.0 521 1>0.0 1488 7T0.0 621 170.0 17�5 170.0 621 15l.d 1602 170.0 521 J W �95a 57itA 7Ab t7R0 524 17¢0 SSD 17Q.0 56{ 570.4 882 576.6 830 t70.0 5733 l78A BBS l70,tl 7275 170.4 877 t70.0 1417 170.0 994 i5t.7 tS77 t74A 6Cff 735.t 1577 f70.0 BBD 5f82 tfi77 f70.0 680 � �� � 50,815in 170.0 747 17Q0 587 770.D 689 I70,0 631 770A 1048 170,0 b61 170�0 1185 17�.9 7tt R0.0 taib 170.0 717 170A taCt 170.0 75B tU.7 1895 770.0 756 121.i N8S 17U.0 T58 lOB.3 SiBS t70.0 758 W O� � Slh� f70A 797 170,0 D12 f70A 9a8 170.0 841 170.0 1110 170.0 751 170.0 1275 ITO.p 807 168.1 1�01 110.0 877 N8,5 1�01 170.0 B:b 12�.0 N01 170.0 891 fOe.B IW1 170.0 9C1 93A N01 170A 881 ? m � BGtit 1Tf}.4 883 176A 70) 176.Q tC83 f76.4 747 166.4 1168 776.6 D78 138.7 it68 18T.0 928 123.a tlSB 158.5 @f7 ti1.0 tt58 148.7 810 B2.S tlSO 144.5 fl63 78.3 it5a 144.5 4W &9.4 Sf� tSt.S OD3 F � J ...! �5 �In 170A OSO 770.0 715 158.E id18 170.0 BSO 1]7.0 tU18 155.5 EEU flB,B 16t8 1�1.7 8{B 168.6 10i8 132.0 83B YS,B tOtP 125.5 828 TBB t0i9 119.3 620 8D.5 16{8 718.8 818 SB.B 10/8 it6.8 618 Z U g m � g� fdln 18B.B BSS 17D.4 780 /70.0 YSS 151.3 BQI 118.1 95S 1]17 788 1a2 Y55 121.4 7T6 82,0 BSS 118.8 765 6],{ 865 168.4 757 6&6 A5$ L70.8 71D 59.8 G55 8B] 748 521 455 BE.T 748 W��y Q� j 72ln t?b.5 8Q3 534.H 84T 107.4 d03 1fi.S B&'1 91.8 �03 19l.f 8Ta g6.3 8a3 91.2 859 7f.< d63 Q1,9 8f9 64.2 805 7�4.8 B4E 53.8 bD3 722 432 45.8 803 64.5 828 M.! 847 �.7 627 � ffJ @s �' '�� 6 U 0.'Z a rem toa.z nt �u.t e2e ut.o r[i ai.o 818 ia.o n� E3.f eas aaa n� Ta,s s�e eo.7 �ss �o.t sse ,t.e nt es.� sro tss rx� sa.< �a as.o n� se.e ser u.t nt sa.r sea � "� � � TBIn 101.0 8W I�A 6U9 Bl2 8&l BB.1 S87 722 681 7BA 518 63.1 6B4 70.4 SB7 58,1 684 6i.4 558 ;R.S 684 SB.B 557 �2.1 0�{ 5/.1 5/1 a5.1 681 51.3 636 �1.8 88/ W.8 511 Z = � � � Q N o Win &5.6 614 87.8 <38 SCe 5S4 57.3 A{A 47.0 6t{ 54,q At0 Sf.) 51; t<.6 433 3$6 574 �46 4A 32.8 6ti 3Td 42? 27.4 814 33.4 413 23.6 514 90.4 �06 20.8 bt4 40A 403 Q 4f? Z � O Be in 5!2 ISR 55.7 d04 Q5.2 1S2 !7A 3@B 38.7 �52 +10.8 3A0 33,8 152 �8,4 381 30.1 �d2 729 378 71.t �52 90.1 373 228 f52 28,8 385 SBd 452 2i.Z 358 t9.8 f52 ?2.8 355 y �X'p �a�r rh o 1081n �8.1 J57 38.7 322 3f.7 8S! 32.7 917 Y7.2 357 20.4 312 23.6 75T 25,2 308 21.1 357 22.9 J03 16.0 931 20.8 2B9 46.0 357 58.0 2G3 17.8 357 18.2 2E] 11.9 357 15.0 18] W T iiitn 35.5 �38 35A 3p3 29.2 838 89.t J01 ffi.0 338 26.1 2B8 2t.9 338 25.1 282 19.5 339 20.8 288 17.5 338 18.9 284 44.6 33� SeS 278 t2S 330 54.8 275 11.0 338 13.8 26Y � M � � 7201n 27.7 289 2d.2 283 23.1 289 Z3.7 2b8 ieA 2b9 20.5 256 t7.8 289 18.i 252 16.1 2SB 18.3 2l8 18.8 189 14.9 248 11.8 2d9 iZ.S 246 8.8 2E9 ii.� 238 8.7 28B 104 Y32 (j x Q a 0 7ABLE 5B pNCHOR CAPACITY AbJUSTMENT FORMl1LA: g�r �m��p AnchorCe ei 7nbte t6s � fY. (Y_ ANCHOft CAP.,,„,,,� suostra}s � z.nccacRte aakcmc. nwoxcMu Flrseacrau Prwooa Mag {oP�X{ }�ANCHORGAP.�, � -��-� 5IfB'Fl�o 1�l'SSECo HIGEko 1�TSSEIro q109ed 111RSY�l H12SIee1 MULLiOMCAP.,�.,,,,, pnahorCllpPattam� �hat'ype ytcreicounracm V4'EkOUNiaton unracon �����ouaiacm va�eknunr,con ���or unracm nggix3a�ar s�mv(cs)S�rcw(cs� scr+xr�es� USETHISFORMUTATOOBTAINTHE'ANCHOR �ns�ameprq r s•tt2 5• 2-v2 atm' i• 2v2 t' z-uz T 31/B' 2' o.ne• 0.ae u.a2e• CAPACITYREQUIRED"CORRESPONDING70AN F,noenner� sar4� �arm iarr �arr r �•ua� 1-VM �ata• S�v�t� t-va• �ara� 2 �a�s• !ar$ vmes ACTUALPRESSUREREQUIREMENTFOR7HE z aicmn�a is nxn o.c.i s�amam a o�cep�Flp.�Z sao ics sao ms aso ns eao os �su ix 2io ms zm¢s �4 uro �aoim �a ms s5a ws ws ms s��ws 4�2� aso a OPENING,LNNEM IT tS LOWER THAN THE Mt1LCtON dMcnar��l.tS�uhOG�Slawam(aaRe�)CFp(Fip2r d90Ns 7COIts NIA tUA HIA C!/A 50.1Na NIA WA WA WA IVA 66zDs 6fi5ioa 11111m; CAPACITY(FROM7HETABLE70FTHESELECTED aqrcinrs�3'MIn.O.C./(11h5A1p�Cups/(Flg3X 7a0tas leoros ceome tsao�s ie0ctos 6Waos s6Dwc u�q tsous �esms eeo�us tsatcs wzms ea5� tt�o� MULLION.ITWILLYIEIDAMINIMUMAIJCHOR . 3Arctws�4.a5'Mk�o,C.tUCBp,tMo.52YNum.(Figdj NIM1 WA tttA Wk HtA St1A WA NN WA NtA WA WA H!A WA t073� CAPACITYWHICHMAYBEU3Et7TOQllA�i�Y 1AncMrlFl.lp(FlpSx i�smn �asms zrms tas� aazns �a�ma iaotta �na» aroia tia�ms s32im ara�m voms 22f� �ama ADDITIONALANCHOROPTtONSFR6MTH� 2AncMrsBp1.1YMIR0.CJFCBp(fl9�} �� ��s H/A IItA NlA IUA 7f10105 NfA WA WA IUA WA 311Ds 442Us :BDme ANCHORCAPACITYTA6LE. NOTE:FOR 7HE OFFSEf CL1P,USE 7HE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE$TANDARp CLIP PROnl1C1'FLGVISHU as mmp4ying+riU+tho FiotMa H1.000'-{ DuiSdingS;ode FIGURE 1: FI6URE 2: TABL6 NOTES: ��`.��i`��'�°�.7��6"6�+S$�i?� E ileiloql pale �I�.� � � � � 1}SE@ S}iEET 1 FOR INSTftUGTiONS ON USlH6 7HE TABIES AND StiEE7 25 FOR lNFORMAT{ON 9N LOADtNG. SSy � � SEE SHEETS 2-4 FOR GENEE2AC tNSTAl.UtTtON METHODS. � �F�t ���tltltt7j� 2j LINFAf71NTERPOLATION 9ETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. 3�25, ��� •( � � / �� F16URE3: � `Z'.�� " '�F /�� 3)MUU.ION AND MULLION CI.iPS SNOWN ARE HOT TO SCACE.FOR ESCACT DlMENS30NS,SEE SHEETS 21-23. `,��;• yiG�=�'Sg -.P !, • • . • HOLES 70 BE DWLLED IN THE FIEID FOILOWING DIMENStpNAL RESTRICTIONS SHOWN ON SHEETS 21-23. - `t• ',�}r�.- FIGURES SHOW SUGGESTEp,APPRpXIMATE HQLELOCATIONS. � '��; No,�a7��' AtSGtE CLIP MUST BE USED IN PAfRS. 4)SU9STRAT£S:COFtCRETE SHALI COIdF{}f2M TO AC!�1 5PECIfIGATtONS.H02.4.OYYAND GROUT-FII�ED 'Sflfl� ;Q,. �¢ � • L?:- CONCRETE HLOCK UIVIT iCMU)SHAL�CONFORM TO hSTM C-90.W60D SfiAt1 BG pRESSURE-TREATED '� ~:-6 � � tl 'b ' W" FIGURE4: FIGl1RE5� FIGUR86: YELLOW30UTHERNPINEWI7HANSGOF0.65.Al.UMINUMSNALLBEfi063T5ANA8EAMINIMUM OF 725' %� '• g�,^,ff ' �,'�� � 7'%3.725'X.5 MULLION '(�''�� THICK.STEEL S7UD5 TO 8E A MMIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEI.TO BE AT '��„^''.,/:�OR}p1`•' ��"' s trvFMuu�ow> r •. ..... ��'. � �ry I I ( � LEAS7 125 7HICK Ah'D A38.flLL AfJGliQRS 1NT0 METAL SHAtL EXTfND AT LEAST 3 SCREW THREADS BEYOHD 'i�l�`� 1 z� � i I� i� ♦ � � THE MATERIAt.#50&�t2 ANCHORS iNT4 WOOD MAY Bf STEEI,SB8 S.S.OR-010 S.S ��<<�I Q(�i�l.��� �� A.LY{�IN�MILLER,P.E, FL P.E.#58705 TABLE 6A � @�.N r �`I MulilortCa acityTabla�IbsRt�} �j�� � QpattingWldth(fdrue�Hrauy-spercingmUGons)orOpeningHetpht{forinrizmle9y�5pamingmUllonv) - ���p Q 601n b01n 701n QOIn 90In IUON 126N NOYt �BOk� p k� Rectmgutar 7ayJ7ttenp. Reptar�Aar Ttapt(danp. fleGt�p.der kaT✓tHaty�. Recinng4Aer Tsaptniaap. ftMmgaku Trop�idon9. Ractarppl� itop?ifanp. Reclttnpilat hapVT6eiW. Reaar+gi9ur Ttap7dang. ftaclanp�lar Trap(Tden9. ° � a 1 K 4%.126 LoMGnp Lw�3n0 ��9 Loa6ng LoaeNng Loa6ng Laa6np LondnO lAo6mp LoeAnp toodng CoadmB Lan&ig Loa3ng LoadnB ��dnA Wa&np ioadnp �ye � �Mullloo$ � �.. � � �' �'.. �',. �' �� �' �'�. �' �' �' �'.. �' �' �' �'.. �' �'� �'� �' �' �' �' � � " ` � �� � �� 3 �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� N e ti. a$ 6 �� �p b� � & � �� �$ � �� .� �.� � � 6�v a� €" s� � � � � _� g �os�' �- �� � �� �� �� �� �� �� �� � �� �� � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� z N�-� � � � � �� « � z � � f fl �u 421n fl0.0 620 170,0 436 1)D.0 714 17p.0 NB 17Q0 860 170.0 608 170.0 BB2 1T0.0 61B 7T0.0 1116 170,0 621 190.0 12/0 170.0 621 170A fleN 170,0 571 1{59 1189 170.0 521 127.8 1�89 170.0 621 q81n D0,0 709 170,0 62d I70.0 B50 1]0.0 6B4 1T40 Y02 170.0 810 170.0 N39 170,0 66� iT0.0 127i 170.� K77 16Q.7 1303 170.0 688 10D,8 1303 i78.0 880 Nt.7 1383 i74.0 880 97.7 1303 178.Q 68P � � 6p.8261n t70.0 T47 1740 583 t70A 896 170A 6S1 f70.4 1456 tt�.0 SDi 170.0 tt65 570.0 721 136.1 t23S f7Q0 7<T i4Q.6 7�35 ilUA 756 177.1 1235 R0.0 760 100.1 S2J5 170.0 768 07.8 1715 170.0 758 � �o 61 e� 170.0 79T 170.q 812 170.0 B58 170.0 691 170.a 1fl8 1T0.0 761 1M.� N68 iTOA EO] 107.2 fl68 170A 6J7 7R7.6 1168 1T40 868 f02.8 N69 17tl.0 861 08.2 1168 170.0 E81 77A 1160 170.0 Bet m p � m sou� no.o aos »a,o �o� ice,� rax »o.o �� �az.e �az �at.i a;z rzs.� iwz us.r e�o istz �oa �ae.a noi ioa.a �as �ao.z rn+ aa.a taaz �zs.� 7ez Tss taz tzai Tax sz.s �oaz �zs.� 7az � � � J 83tn 7T0.0 830 57�.0 745 fil.2 9B2 tA1.8 81D 128.8 98? iS4.4 7Yfl {13,4 892 7J1.0 782 IUQB 892 121.4 7G0 BP.7 B71 it�.e 758 7�.@ B92 fo@.4 7�8 64.8 8B2 f08.0 7M 59.7 BD7 709.0 7<9 ,� � � 661n 165A eq 170.0 789 157.8 947 1�18.0 768 ri7.1 &V 11a3 760 1WA ei7 117.7 762 BI.B DI7 1087 ?78 02] 847 102,2 7Z7 BB.B 96T 85.1 71� 59.1 9tt 81.0 711 51.7 UO elA 7N Z C4i° m � G 72In 135.0 tt8 ii27 T37 1132 614 t21.6 77Z 87.0 8i.9 t088 708 6iA 6i8 68.R 8g6 76.6 849 88.7 SBC 67.8 8+9 E27 875 688 Et9 76.1 653 d8.b 849 72.5 352 425 848 7?.{ £ut ,�G W� � �Z � 7Bt� 175.5 792 124.7 SGS 913.3 76] 192.8 852 825 782 COA 6}0 722 762 80.9 629 812 762 74.2 820 67.6 7G2 6A2 B17 18.1 762 67,E 602 {1.3 792 89.9 597 36.1 7�! 69.! b95 ,�j (n� p Q 3 `'" 's}' � 7BYi 108.8 721 it1.4 B34 89.0 '724 9/.8 621 70.7 7TA 829 607 66.E 72/ 74.1 699 59.� 724 68.1 b91 47.4 721 614 SBJ 4{,d 724 d7.3 677 58.2_ 724 6/.7 b67 33A 727 b3b d65 F 90in 89.8 di1 7t.8 �83 68.0 543 fiO.T 474 4fr.7 6S3 32.9 �t'i& �.5 bf3 i7.! {fi8 18.8 3d3 42.8 J52 3i,b bA1 346 MB 2S.D d4J 34.8 436 24.8 543 �2.1 430 21.7 543 30.7 4t6 Q � � N O 981n 57.� 47E 48.0 �27 4T,D 478 �9.7 418 10.9 {70 432 4f2 35.8 41A 38.8 �OB 01.8 478 5{.e �Oa 28.7 �7! 320 395 23.0 478 28.1 3B6 20.5 418 25.8 380 17.8 47E ?A.2 370 � N� vQ eo 1081n �0.3 3fl 41.1 SN ��.5 J77 3L8 334 28.8 377 70.0 370 T52 ]77 28.6 326 2Z� 377 24A �2t 20.1 ]77 71.0 317 10.0 777 19.0 8f0 t<.( 877 17.t 30i � r�+ a` a 515!rt 37.t 357 37.9 323 3R.9 35T 3i.& Sta 28.5 357 27.6 ]t3 ?32 35T 21.i 3A4 R0.6 557 22A 305 18.i 357 2a.i 391 75.f }9P 17.4 284 Q. � ty �[ 120In 2�.3 308 28.! 279 Y4.5 108 25.1 R74 21.0 308 21.7 270 18.3 308 1B$ 267 iN.� 806 17.3 267 H .1,� � � �ui� �r.o z�x ir.2 �os Q..'- d O 4 a� ��v� v� TABLE68 AnchorCe acl Tablo Iba 1iNCh�RCAPACiTYADJU3TMENTFORtfiUtA: � � �S �a� ANCHOR CAP..K..� � � � ,`g �-r'aa� sotmuetu 21kCenrete 3.57�Conc. Nroc+vCMU FaedCAsu viwooa Metai {DP,a)X{ �=ANCHORGAF'.a� 916'Eko 1/4'6S Ebo W78'Elm 1/4'S8 Eko Yf0 SIW tl128feCl d12 S�eEI N�ULLION CAP.,...,� AnchotCpppattema A"°haTyns anbE�coutuacon tM•ekoulpacon W��� y�s'6boU�uocon tr4•EkoUnrecm p�ator Satrewn Aq¢r�eeiatw suerr(es�6aew(G5� 8wcw4G5> USETHISFORMULATOQBTAINTH�"ANCHOft Edmo+�mme�mT +" 2tm r 24rr �-v8' t' 2•1a• i� 2•irt� r 3�ve� 2• o.4s• ose� P.s2�• CAPACINREQUIftED'CORftESp6NDiN{3TOhN Embea�nmt{mk s-3t4" t-aa� �•v�• farr 2 f-ua• f�ftt• tal4• t•v9� bua• t.tn• Y tat8� taie• wnes ACTUALPRESSUREREQUIREMEN7FORTHE 2Anc.hon�4.7EMh.O.C.ISIeiWaMttp6elCYp(Fq.t82): a90Nn 3foihs 45albe 80610. iWli6s PTams aeuwa aSaRra 740wa a14�os fi81�� at9loa 7atbs �e2iW 5saros OPENIN�,WNEAftTiSCOWER'ftiANTFtEMULLIC}N a n�rchars g�2.2s Mm.o.c.ts�ana:a{aoaeq csA�q.ak raou�+ zoo�s seo m% ufb rw est a�s wn sep me ruq am ms wn eao ibe wn �ez pu ees ies r t�a ros CAPACI7"Y(FROM THE TABLE)qF 7HE SELECT�D BAncAue�7.lffMh.O.Q1SW#ard(pr0[sefJCfp�Fip,4Y. 660RH 1aaa�os WA WA WA Wa 7fA�bs WA WA Wa Wt. NtA t383ibs 177oros 22AatCa MU�L40N.1TWiLCY1El6AMiN1MUMAMCHOR 4Anclwrs�3'M{rtO.C.!(tJ2t5A�qleCSps!(Fip.�} Tenwe 7eoros saofa: �ssoi� �eesros �aoms sm� wA 7eoibs �eaiw aeoros �es2ms oazuxi easiw rt�an CAPACIT`lWHICHMAYeEUSEUTO�UALIFY 6 Afwwtps�9'Min.0.0.7(2j Ya5 Mpia aps I(Fq.sr i��o it� �no ins 7uz�ux 2id01os 2eta ws aio ms aaa i� wa f�aorns »n a, ia20ms zaas ix �m2 t� �srr i6s 9cao�Ls A4PIT14NAL ANGHOR OPT(6NS FftOM TH6 4Arofwrs�tO.lYMh.o.CJUC1y,Inied25'Alum.{Fq,7�: WA WA YUA WA 111A H/A !UA WA WA WA WA WA WA NIA 197010s ANCHORCAPACITYTABLE pg(ypUC'1'RF,VISED 2Anclwrs�Y.25'MN.O.CIFCIIp�F7g.eT. ��s 350iLs 200�i TO$&a .I786x WA 2&Dibs H/A 31b@s N7A fdQlos WA 3#5&�s d�21M 664�a axcmnptyivawiAia�oFloiid� 4Anchore�l.7SMIn.O.CJF-CIIp�Ffp.9): d801hs 7001Gs WA WA WA N!A 3BDIbs WA NIA WA !llA WA 6871bs Ba51t� 1120N5 IiuildingCoAe NQTE:F6RTH50FFSETCL.IP,US6THESAMEANCNORPAT7EftNASVDANCF(OftVAlUE8A8THE.STRNLiRRDCLIP , "{ �•Q��� I�`- Acmpuncallo��'a2�9,0''� Bx imiiont�to�iij(j�l TABLH NOTES: g Y FSGURE t: fl4URE 2: Fl6URE 3: FtGURE 4: FIGURE 8: FtGURE 9: ��SEE SNEET t FOR lNSTRUGTIdNS pN USING 7HE TASLES AND SH£ET 25 F4R INFORMATIOh10N L4A41Nf�.SEE Miem1 do►ro�SC�t � « � � � � • • � � ♦ � SHEETS 2r{FOR GENERAL WS7AlLA71DN METHO0.S. '��\C�a . �;�����,r J � � � 2)IINEAR INTERPOLATION 6E7WEEN MULL LENGTHS AND/qR OPENtNG WIDTH515 AILOWABLE, ti� 4SGLhS� - �Q 1 • • • t • • • 7{% � 3)MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCA4E.FOR EXACT DIMENSIONS,SEE SHE�TS 21-23.HOLES d'�� `' �{r ;.}�.b4'lfl5 TO @H OftiILED 1N TH�f-iElO FOICOWING DtMENSIONAL RESTRlC710NS SNOWN ON SHEE7S 21�23.FIGURES SHOW ' - FIOURE 5: FIGURE 6: FIGURE T SUGGESTED,APPROXIMATE HOLE LQCATtONS. Y^n � � td ' �y_ � ' Ul� � � � � A}SUBSTRATES:CONCRETE SHALL C6h1FORM T4 ACI 30i SPECiFiCATtONS.HOLLOW AM4 GROUT-FiLCEB ."".� _ gTA1E i , .�,,�� ♦ s � s �� � CONCRETE BLOCM1C UNIT(Cb1U)SHALL.CANFORM TO ASTM G90.WOdD SHALL BE PRESSURE-TREATHQ YEU..OW 125" ' .{'' '.,CCORIOP :C. � � SOUTHERN PINE WITH AN SG Of 0.55.RLUMINUM SHAIt BE 8063-TSfiPtD 8E A MtNIMUM OP'725"TS-t7CK.STEEL ���Cy� � '' ����� ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. ANDDA36.ALL A C'HO SM 70 ME7AL SHALL IX1'EN4 AT LEAST 3�SGREW THRFAt)S SEYOND THE A+A ERIAL#0�&K � �i�Is��n���+`;�� #12 ANCHORS INTO WOOD MAY BE 9TEEL,19-8 S.S.OR A10 S.S. YXA^X.525 A.LYNN MILI�Eft,P.E, MULuoN FL P.E.$58705 - --- ---- - - __ - - - - - - - - . - - - - - - -- - -- -- e� � -- TABLE 7A F Mullion Ca aei Table(Ibaft[: ��� 5� ' OpeninglNldth(fortierticsly-sperrdrgm�5are)orOpenlnAHelgM(tortia1zorte9y�spannlrgmuAlons) '� � 501n 801n 701n 801n BO in 100 in 1201n 110 in 1801n �o� F _ 17c4x.37fi Rectanguler TtoplNanB. Reclm�tar hap7T�lang. Recinngulor hapffdm�p. Reclar�ds hoplf�lanp. Redanplaf 7mpfTdetq. fteCtangWer TreplTdanp. fittlenpulm heplTriang. Rectun9Wu Trey/f�la�g. Retlmqi�er TnpRAmg. - 4� LoaMg LoaA� Loadip LOa�ng LoeWnp Laea�p7 Loe6ng Ina�n9 IonAne Laodl� •Loe6ng Loodng Loadnll Loadng Loe�p LosAng LoaBng Laadne �Y �u Alum.Tube z z, x z. y. y, g � B"T" Dp � �8 �a.-, vF aa., E A £ 2' �,. ' '� v,. �$ v$ 'g Lg@- �.-. � a a �' �.. Mulllon 6 �� S �� b b$ � 8� i5 J� � �� � �� � �< � ��$' cY �g i! i5� � �� � �� 0 �� 8� �� B �� � �� � �� N 2 +� Y �'s �Y a�7 s �3 s � s�' �• �� �K �� � � � a. e a s qy �n ���� � ��c �� �� d�¢ E�c �� 2� d`d �� d� �g d� 5� �� S� �� �� d�� �� �rc s'� d`�� s� d�� �� a� �� �� ic �� �o dr� �� $a� �� �d � N� W 42hi 17[I.0 610 170.Q 435 170.0 71{ 170.0 �78 170.0 EBE 170.0 60B 170.0 9B2 170.0 67B 170.0 1118 I7D,D 821 170.0 $10 ilOA 521 170.0 1/08 170.0 621 170.0 1735 170.0 621 7T0.0 1083 170A 621 J J = dBy� 77D.0 708 17�.0 624 170.0 0.50 170.0 58{ 170.0 992 170.0 B30 770.0 1733 1TO.a 881 170.0 1376 170.0 877 170.0 7417 170.0 680 170.0 170D 170.0 BBU IT0.0 1983 170.0 880 187.8 202� 170A 6BU � N �= 50.6251n 170.0 747 170A 6U7 170.0 6B8 710.0 B31 170.0 1618 17U.0 881 170.0 1195 170,0 72] 170.0 1315 f70.0 747 170.0 718� 170.� 769 770.0 4783 170.0 768 158.0 1819 170.a T58 47G.6 1918 170.0 75B � 7 o O 611n fI0.0 797 17�.0 612 170.0 956 1T0.0 BBI 170.0 1110 t70.D 764 170.0 1276 00�0 E03 170.0 113C 170.0 B37 170.0 t591 170.0 !69 1649 1T99 170.0 091 107.1 1788 170.0 861 120.0 1789 170.0 06f f� m F 601n 170.0 BBS 170.0 701 7T0,0 106J 170.0 79T 170.0 1t40 170.0 6T8 170.0 1117 170.0 844 170.0 1591 170A 9D8 155.6 1618 1700 10]3 128.8 7870 770.0 1D67 111.0 1810 IT0.0 100� 97.2 1818 170.0 7�b7 F- � J 0.71n 770.0 070 170.0 715 170.0 1118 170.0 850 1700 1302 170.0 910 170.0 1488 170.0 1013 16a.7 16/2 I70.0 1070 111.0 f642 170.0 1122 117.6 i6Y! 78&6 1168 1W.7 16{2 i6T.B 1167 BB.1 1612 187.9 1167 � m � � 661n 170.0 87� 170.0 7E9 q0.0 N68 170A 903 170.0 1J84 170.0 1002 180-6 U72 170.0 f088 712.8 1/72 18E.E 1148 128.6 It71 76E.B 71J0 107d 14Y2 147.8 HOB Ot.B 1�72 1/6.0 1104 B0.5 1672 1/&.0 fl0/ Z �i � C 721n 170.0 1087 170.0 H!8 170.0 1Z78 170.0 f009 1'A.s 132l1 1682 1101 t�20 qZ0 1�8.8 tOB2 tI7.3 11]0 137.0 f066 105.6 1320 12A.8 1018 68.0 77T0 117•0 1024 T5.4 1720 112.6 1013 68.0 1�20 1125 tOi2 � a@ �W � 781n 170.0 tla 770A 837 1{0.8 1181 159A 1013 52&2 ti& 139.8 B94 11t2 11E1 127.7 B70 89.7 1f01 116.3 Bet e9.8 1184 107.5 952 T{E 1164 97.6 835 b{.1 11Bf 87.1 837 58.1 1584 923 925 Q J� �� � � � 7EIn iGG1 112� 17�A 987 13BA 112� 147.0 B65 118.8 111� 1709 947 103.! 1124 115.6 ff!7 Y2.1 11Y� 10S.B 918 67.0 112{ 90.8 BC6 69.2 1124 89.0 080 59.1 1121 81.� 801 51.8 112� B32 WE � J �' BOIn 108.1 &1 11t.6 730 80.1 B14 9�.3 7�6 772 8M 82.1 T24 87.6 Bl� 7�.7 71a 60.1 &9 68.5 702 61.0 eM 81.4 897 45.0 841 6f2 B7B bB.e 841 66.0 668 33.B 84� 17.7 662 Q � Z N O f- IC�m BBin 89.1 742 91.b fi83 7�.Y 7�2 77.2 652 8�.8 T42 87.2 641 55.7 712 69.8 631 48.6 742 6l.1 B71 1{.5 71R /9.8 614 57.1 742 �7.8 600 �1.8 7{2 99.0 fi90 27.8 7t2 37.6 5B1 � M� go� tOeln 62.6 686 83.0 530 5P,1 686 63.B 521 14.7 6E8 46.8 513 39.1 608 41,� 707 34.8 6B6 07.9 �9B 31.7 6B8 ]1.2 402 2B•1 586 �98 IEI 22.9 588 28,8 472 18.8 596 34.7 ifi6 W � 111 b 37.6 535 58.8 W3 �E,O 555 48.5 195 If.Y 655 �T.B �87 36-0 555 JE.O <80 72.0 555 742 47] 28,8 555 J1.5 467 24.0 555 27.1 467 20.8 555 21.1 <4B 180 555 Y2.4 N2 � � � � 120in 15.6 475 I6.{ �33 ]8.0 �T6 79.0 428 726 p5 73.7 420 28.6 475 29.0 114 25,3 p6 26.8 109 22.8 475 24.6 �64 I8.0 475 21.1 395 18] 176 1B.7 1!7 1L7 175 17.2 3a� � �( Q O O 14�L1 48.4 � 28.7 3U5 220 J10 Y2.� 301 18.8 33D 19.3 287 18.8 330 17.0 283 ¢�'� Z N � . a� ,, TABLE 7B ANCHOR CAPACITYA0.IUSTMENT FORMULA: �$ � ���� MchorCa ael Tabla bo ANCHORCAP.,o,,,,, � � � S�elnlo: 2JkCoarete 1.5kCola. HaOvnCMU F�IeACAN PTWwd Melai (�Pw�X� )=nNCNORCAP.�, Muwon cnP.,.a,,.„, S'IB'Eko 1/�'SS Elea 5118'Elco 1N'63 Eleo WO Sleel N1P Sleel tl12 SIePJ AncharcllpPaltams ��0f�°' y�6'EkoUlVaoan 7/4'LkoUltreom L16'EkoUllrxon 114'EkoUOrecm P00re�lw Ullrecon AppieCialor 9artw(6�6oiew(G� Saew(G5) USETHISFORMULATOOBTAINTHE�ANCHOR WlrBcm EEpa dclance(in): 1' 24�!' 1' 2-�2' 3-va' t' ai2' r 2-�rt' 2' avu' s' o.4s• 0.54• o.3u•- CAPACITY REQUIRED'COftRESPONDING TO AN EmEehnmlM): 7�1' f•31T �are• t-�4- r t-va• t-tu• �-v4' tala• t-va• �•ff4' Y tale' t�le' �eAes ACTUALPRESSUREREQUIREMENTFORT}1E 2ArotoB��.75'Min.O.C./StaMadorOfhelCqD(Flp•162Y ���+ �� ��es eeoes +e�ams 27oms seoios ss4ws 7�oros 37�im 6eaios e4eros �tie9 4�zibs 6so�ea OPENING,WHENITISLOWERTHfWTHEMULLION 4Mchwn�2.25•Min.O.G/staMaNlw0f4oqCl'p{FIp.J): 700Rn 'roo� 5aow 7�foms esaiu% wn ecoi�s wn owiw wn eaoim wA sezmv as5ie� �720ms CAPACIN(FROMTHETABLE)OFTHESELECTED BArchwc�ldSMh.O.C.19lendmdlarOSsepCGplRO.�} eeo�s fl0oms ro� wA NiA wA 75oies WA WA wn wn WA �35aios �7]o�w u�oms MULLION.ITWILLYIEIDAMPJIMUMANCHOR 4 A�MR @�'M�n.O.C./R)2a'+Mpb CGD�/(i'q.51: 7801b� 7Bo ms seo ws t5B01bs te961m 510 Ibs 5601bs WA 7601m T�c Im BBo I W tesz Ib> eoz tm 8851es �12o ms CAPAqTY W HIGH MAY 8E USED TO�UALIFY BAncMn�3'Mla o.C./�212c5Argw Gp�s/(Flp ep tt7o Ihs 11T0 @s 1020IGc z3101Ds 28141W B10 ws e�o ibs WA if�o Im 11az Ix 73201hc 2e�e ios t071� 1327 ms i�o ms ADDITIONAL ANCHOR OPTIONS FROM THE ��mAme�045'Mm.O.CJUL1ip.LRod25"AUm.(Fp.7): MA WA WA WA IUA W� WA WA NIA WA NfA N�A WA N�q 1�701na ANCNORCAPACI7YTABLE. pRODUCTRGVISfiD 2 A�rclrom�P.2s Mb.O.CIFLYp(Flp.B): 3501b� 3501ha P79 N� 765 ms 1781bs NIA 28016s N1A 315105 NIA 9401tn WA 341 IS. 4/216s 5bUlbs as cumplying�vilh ILa Fibnd� AMchon�l.lSMh.O.C/F1SIP(FlO.BI: 480I65 700Aq WA WA WA WA 3DOIh+ N�A N�A WA WA WA 8E41Es 0851G5 11201W puildingCode OZIS.� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP � 1.06Y r -^{ 1.000" r- �<aa��r�16' � L�piml' �ale ��.� TABLE NOTES: BY 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA9LES AND SHEET 25 FOR INFORMATION , Miem'Dada�rod�ct FIGURE 1: FIGURE2: FIGURE3: FIGUFE 4: FIGURE 8: FIGURE 9: ON LOADING.SEE SHEETS 2•4 FOR GENERAL WS7ALLA710N METFIODS. �������� . . . . . . � � . . � . ,.� �.��vrirr nri� '�% 2)LINEAR INTERPOLATION BEf WEFsI A1ULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� +0� • �C•� �� : �� '��GFhlSC- ''.� . • • • � � � .:C� � � � � � � � 3j MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE q.000' 4.000" _ � , SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RC-STRICTIONS � Nu.5670- :: SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ � ' / �,- ` (,Q ��, U� FIGURE 5: FIGUftE 6: FIGURE 7• 4)SUBSTRATES:CONCRE7E SHALL CONFORM TO ACI 307 SPECIPICATIONS.HOLLOW AND �'v �`�� `� V � • • • • GROUT-FIILED CONCRETE BLOCK UNIT(CPAU)SHALL CONFORM TO ASTM G90.WODD SHALL BE %�.'• $Y D��6 ' �� • • • • �� � - �': PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.AIUMINUM SHALL BE �;�T�• I'�.pR�O�'•'���: 6063-T5ANDBEAMINIMUMOF.125'THICK.STEELSTUDSTOBEAMINIMUMGFiADE33AND.045' 375' .375" %l�iS' '•• !v\\`� THICK(18 GNUGE).STRUCTURAL STEEL T0 6[AT LEAST 126'THICK M1D A36.ALL ANCHORS � � ��i�'S�Q f�l��- ��` ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO MET�I SHALL FJ(TEND AT LEAST 3 SCREVJ THREADS BEYOND THE MATERIAL.N70&N72 1'X 4'X.375' t'X d'X.375' p,L�(UM MILLE�f�,P.E. ANCHORSINTOWOODMAY6ESTEEL,'I&85.S.OR4109.5. 'T•-MUWON MULL�ON FLP.E.#58705 , ����� TABLE SA ��x�� MUIIIonCapacl Ta61e Ibslit� �$�� o OpeningWWt�(torveruceM-SPpminAma�iore)orOPeningHetght(to�trorizordaty-spamingmullto�) 1ADin ���" e4,� � 96M 5001n l2UIn o 701n ��^ Rocim(Niar SreNT��fl� .. SOin �� an9. Recte�gulm haplTdang. R�Q�^� T�S �oadtn6 Loadln9 � Roclongulor TrepiTdong. � n Reda�W�st Trap�en0. ��'��°� ��r��9 Laadnq � Recia ler SIeGR�fa 0 Loa6� Reclat�tm Vep7fdang. Recimflder 7ret�pl�i�(,9� Loatlmg loa6n4 4ua�n9 Lvadn9 Loa�ng LouC�nG �. � � �.. N 1.zc��x �� ��a�o ,� � � � � � $� � �� a �� � � �� � �� � �'� m ,oa�o �.. 3.188'x � � �' � ,�' �" g, �$ � �v 8 �R� 5 �� e �� �� � u� r� .286"w�m � $ �� � ��, a �� s� e �$ � �� � �� a �� � a� s �ti �' a� � _ � � w TubeMmt g a� ,� � d L� �� �� � e_ �� =� � � �� �a� ��. a� 5� �� E� �� �� _� � � � � r g. s � �a s �� ,�� � �- �- �a �a� �� � �� o g� �� s� �� �� a� �� �� x� �a s� �� 's� �� sg �� ��. �� � - �a� �a �� � ` � � �� � � � �� � 0 42In 170.0 626 77U.0 d35 t70.4 748 �i0.0 +,7d 570.0 8�6 1T4.0 Cr� 770.0 95L 170.0 81V 170.Q 1N8 I70.0 527 170.0 12J0 170A 52l 170.0 11bD i70.0 52t 7T8.6 i7D5 t7fl.0 521 151,6 1769 1 . M F � bbin 170.0 TAH 170.8 82i 178.6 850 170.Q � t�A � f7Dfl 694 1T0.0 1195 17U0 �23 1700 1315 170.0 747 1810 1�00 f706 7".A 1 92 t4`� STOA T68 tt99 1l58 flDA 7158 70►4 14G8 770.0 758 N 5D.425In 170.6 7i7 t78.0 b83 i70,9 E96 ila. ~ W � J 6AIn STO.Q 797 170.0 612 i7A.0 9Cb 5740 78T 15e.9 1130 1700 ee t380 11SB 16�.4 WD 1236 1168 1558 919 111.2 1�56 i5a0 812 82.7 it58 144.8 e� 79� St`v8 ''H48 4�' 89S 158 1t�e 8�+" _ � @ � 60In 170.0 SBi tT6.0 T61 ��a.a it3a3 t]9.9 z �� z � �� � ��1 se.e sss so.s ea so.e s�a $ z 81In 570.0 B�fl tt8.0 715 480.i tOST ifi5.6 &45 1!@.4 057 134,0 780 1W.6 '457� 12�6 77Y 172.8 £K7 112•E 6T B5B 9i7 1686 76B $88 SST f00.0 T:+O b�7 93T' 9&9 7�8 622 957 '99.B 7�E � 53.6 SOt 72.3 6fJ 46A 804 "'� Iff 88in iet.i eTa7 17UA 783 i19.3 45 g�.I 65p g{.; b0i T8.8 �13 �.7 pgy �4.2 722 C�2 �"� Q t0 � � 721n 128.T 864 5352 888 S0T.3 eW tl6.2 684 91.8 U04 101.� 871 80A B04 81.4 680 775 801 � c- �7-� �`! d � O ' '1 TSin 4624 742 it<A 630 91.2 722 972 819 78.2 7Ct 63,3 606 6A.4 722 76.7 598 80.6 7n 7D.3 688 64.7 7?2 65.8 SEtt d58 771 59.5 tr?A �4,7 7: 2 r �� „o 0 � T81n 191.2 8&4 145..� 894 84A 885 89.8 688 72.� BBS 78.5 6T7 Gf.7 685 70.6 5�9E 562 685 64.6 E69 60.8 885 60.! 6S3 +2S 885 54,3 545 36.2 BBS 6t.4 637 71.8 685 60.7 5 w � �iii fi5.8 815 86A 457 54.8 57fr S7.S �� JBB 453 4.0 381 319 45J 58A 385 62 t53 33.0 374 27.2 �5S 3fl:1 a� P26 453 ZGS d68 t9.4 453 1A.� S6D f'/0 453 22.9 758 � gpi� 6{,a 453 SS.& 464 �5_S 159 47.1 3 � x 1-" u'i tae t� ]8.4 JSB 39.0 323 �1.8 J59 32B 31B 272 359 28.4 �13 2J.B 358 25.2 306 212 �e 92T' �0� t8.i 350 2A.8 3Q0 15.9 366 t8.0 �3 U N Q itt M '.9�.1 J3� 3+.& 396 29.1 3J8 30.1 701 15.1 338 76.1 287 22.0 339 212 263 i9.5 336 P0.8 284 17.8 31B 18.1 2a+` Q..r Z � a 1201n Y7.8 29Q 28.J 264 2a.2 290 27.8 2S0 19.9 200 Y08 268 77.i •2A0 181 253 15.+t 2�6 16A 2A9 �a � �a� ta4in ts.t 2nt ts3 tee ANCHOR4APACSTYADJUSTM£NTFORMULA: o �N ���� My� {OP,}X t ANCHp��^R�CHOR CAP.,�, TA81-E8B MchorCa eG Tabta ibs H��u FpledcMU PTWoo4 WULLIONCAP.�„�.,„,. S�yU.j(g 2.7aCarct�e �`��. Vd'SSEko 9I6'Eko 17MSSE(CO Mt6SteH b12Sieet #12StEC) tvts Eam pgqrett�tot unmton AggmG9�* Sccen Scb)scrcw(cs� scrar(c3� USE THIS FORMUV+10 OBTAMI7NE'N`��NO tra•Hcuuttracon 3te ElcaUneacm tta FJcoUAms+n o 6A, p�q. CAPACITY REQUiREO"COftRESFOA�DlNG TQ AH MtnorRDe Jte6�°u�m unreaon z gtre' 2' ���� AC7UAlPRESSUREREQVIREMF1dTFdRTHE AnGhurGilAPatffim0 2.7i? i' 2�72 3tr8" t` 2-1l2 �' Z'yZ 2 7.3'e' 138' Ya�s Ya E�q�����} �, ��� 4�� �py OPENING,WHENITISIPWERTNANTHEMUL emeeanert n ts+e� �tats �ars• �arc r s•v4^ �4ts 1•t14� t-va� +-�u� tv4� seams oe�roa tY�lOs CAPAGITY(FROMSFiE'fABtE}OFSHESE�ECTED dB01Dv 70bps NU WA tUA NfA 38(Si� HtA N+A NJA WA WA z���d.7y MyR q.c.j S�qa�n a oiset c �tg�X 5ea ws 3ae ros 45°�s �� ��� �o ws seo ms 36a ms 7aotm 37d� �tD4 � ��� CAPACIN W HICH MAY BE USED TO QUALIFY � dAa�m�t.15 Mh O.C./6la�fd(a d6et)Clp(R6�k ry�A WP xrA NIA WA dArcrors�9'Mm.O.C./C42t5Af9�C4ps7tF163Y ��% �� �� �As s56oas 1�sms 5a'01A 6s0�e NI,AA �A 7aelos. Beoios 1&B2Rc 6E2ms BB5tbs it�tos MLILUON.ITWtLLY1ELDAMINIMUMANCH 4RWUG?RtiV35ED 3Ancron@0.45'tn�n.O.C.tULl�r.irto.525Atim.(��A�} N p,NCH4R CAF'ACITY TABLE yiy camPlying wi1M tho t�l� iAncDNIFlbP(A85X ��� ��� �ros a4aros sazros iasros 1aoas �nms at�a 'tNrA' �A °w� �'� �� �� A�p�TlONALANGHOROPTi4NSFR�M �uiidingCode c awms anms i+r� hrn �sor� t+u� �Cv�bZl8•o3 H!A WA �f� 2qM��1,16'MIR4.CJFC9DiFlB X �-t$54`'^{ Aca(��n�c� 'l.e+x'� NOTE:FOR'(HE OFFSET CtiP,USE TNE SAME ANCNOR PATTERN AND ANCHOft VALUES AS TNE STANDARD CLIP. �x��������� ,F FlGURE 1: FIGURE 2: TABLE NOTES; ��` Mie�ni o�'rodu�t � � • � t}SEE SHEET 7 FQR INSTRUCTIONS ON USINCi THE TABLES AND SHEEI'26 FOft 1NfORMATIOM1f ,�t�����f � � ONl.OADING.SEESHEETS2-4FORGENERALWSTALIAT�OtSMETHODS. w��C�y{LYNiV�yj���?f ; �,�`. ,,GFRS� �•r� : 2j�INERR iN7EftPOLAStON BENJEEN MULL LENGTHS AND/OR pPENING WI�THS IS ALLOWABLE. 3 M1� 1 � - FIGURE 3: ,_,. 3}MULLION AND MULLiON CL1PS SNOWN ARE R"6T TO SGALE.POR EXAG7 D4MENSIONS,SEE ��,; n'U JS_.�� ' �Y ANGLE g�{�Ejg g�y_�g,Hp�ES SO 0E DRILLED IN THE FfEID FOLLOWING DIMENSIONAL RESTRICTfONS 285� , �i ._ CLIP MUST gNOWN ON SNEE7S 21-23.FIGURES SHOW SUGGES7ED,APPROXIMATE NdLE LOCATtONS. �� . BE�SEo i�-.� �_� cb .�t;��: ' � � • tN PAtRS. q���gg�p1�S.C4NCRETE SHAtl.CONFORM 70 AC1301 SPECIFICATIONS.WOLLOW AND r 5,`L O' . ,,J_ GROUT-FllLEO CONCRE7E BLOCK UN17(CMU)SHALL WNFORM TO ASTM G96.W�O��� ] '�_<,�,, _.,r.LU�to��•.�j�; Fl G U R E 4: F I G U R E 5: FIOURE 6: BE PRESSURE-TREATED YELLQW SOUTHERN P1NE WITH AN 56 OF 0.56.Af-UM4NUM Sf�ALL BE �25•X 3.78@"X.285"MULLION ''i��i�""' �C��i 6ti6 3-T S A M D S E A M I N 1 M U M OF 125'THtCK.STE6L STUDS 70 BEAMINIMUM GRADE 33 M1D (�_��q.VF MULUONj ��������NF�I �`� � � .p45"THICK(18 GAUGE).STRUC7URA1..STEE�TO BE AT LEAS T.1 2 5"T H I C K A N��8•ALL � L�ryq;��LL��2,P.E. � ANCHDR3 INTO MEl'AL SHALL EXTEND AT LEAST 3 SCREW TNREAI3S BEYOND TtfE fiv1A.S�R�� FL P.E.#5$7Q5 � • N50&Nt2 ANCHbRS iN70 WOOD MAY BE STEEL,18-8 S.S.dR4i6 S.S. � • I - - - - -- - - - - - - - _- --- - - -- ---_ _ - - - - � ------- - - - -- r,aa�Esn �� � � Mulllon C�paaily Tablc(ibe/lt2) }:`��� F OFeninOWidth{totvertfaeity-apamdnpmuions)orOpgnlnGHclGnt(forMitznsdaAJ-0Ps�9mU6onel 254+' S 50 h 601n 70 h OOIo Po 4� t001e . 120 b NU in 100 kl ��� � qawnwim TnWMana aceierowr 7reNiAaro. Rxlonwfar 7raMronO. ReclenaN+r iraM�^6. Heuanwk. rna��ro aeelmWw rnWmang Rac�anpWer irsdTre�m Ro��enwmr 7aM�ana RaU.ro�er Treyiwno. 4 � 1.X6i3�.26 4aaart➢ Loadua Lo96n➢ lmdMO LcaGine LwGnO lmanp LoeChP Loa6p8 laartn9 iow7te9 lued'vq loa6�+0 4oe3ne lnneM laMine 4wdM Lw6nU SY4� � w Atum.7ubo � x � ^ � ��„o� � �� � �� � �� � �� � �� a �" � �� � �� � �� � �� � �� � �� � �B � �� � �� � �B � �� � �� N �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � z �r�� � d2in f10.o 630 170.0 L35 170.0 71� 11n0 I7P 170.o Bb6 17a.0 506 17o.D 992 170.0 510 170.0 1178 17�.0 STf 153� 1110 170.0 521 127,7 i11B 17tlA 5x1 109.6 ti19 170.0 s21 85.e 1110 170A 641 � F- 40in 1T0.0 7[A 170.0 R� 170.0 850 1i40 5& 187.8 87a 770.0 B30 tiB.7 B78 t70.0 8G1 150A C1B 170.0 877 117.� 879 t700 B60 97.8 97B 170.0 660 B3.B B7E 17D.0 8E0 7:AJ 97! /70.0 880 LL� J ui 6U.b2565 fTOA 7t7 S7n.D � 1140 848 1TO.0 831 t5�.7 B27 i7fl.0 BM T3t.9 82T t66.L 743 ttT2 627 159.! 6e9 tb5.b 927 l59.3 896 87.9 827 156.� 555 75.4 $27 ii6.� Bes SS,B H2T f58.3 &43 � � n � �D611n I70.0 707 1i0.0 811 161.5 86B 1100 691 172.6 B69 163.8 B83 115.8 �0 141.8 869 107.0 BB9 7J1.0 C00 M.7 889 i�.8 e6a 77.J 869 178.9 652 S92 Bb9 t2q,8 852 67.9 888 110.8 852 Q BON 1d9.P 716 16�.8 W� 11D.4 7/6 197.7 820 102.3 7�D i1T.0 BOB 89.5 7/6 101.0 6'J9 Te.6 7�6 f01.0 6H2 7fA 740 86.8 SW 60.T 74B 87.9 SB3 S12 7EB 97.9 SAl 4d.8 718 0).J 583 m O ~ f/') m � 83N /23d 877 182A St9 iVl,f 8TT tt3.7 566 88.d St7 190.< b55 71.3 677 91.4 848 88.7 f87T 85.2 5}8 8t.8 4Ti etA 6N 6f.0 677 77,d 624 S42 S77 78.T Sffi S&7 677 7&.7 52@ �- {„) � � b6N 107.8 617 114.1 WO E9.T ef7 07.5 619 7B.9 Oil 98.4 598 67.9 6t7 78.3 SLO i9B 817 T2,6 I84 b3.8 etT 86.T 489 N.0 BiT 08.4 de3 &0.4 di7 83.7 483 1}.e 917 617 a82 � R � c 72M 82.9 51B 97.1 I50 09.1 B10 7�.R dI0 592 610 852 �7! 61.8 61B 68.8 �25 dB.1 81B 51.2 A18 �7.� 61B 6D,7 41d ]0.6 61B �B.B 400 Y9.4 67B 15.0 105 28.0 67B 45.0 405 Z �i m$� � � 78h 70.6 465 73.7 !PS 58.T <85 E2.8 388 W9 �85 61.8 �Qtl 44.f AGS /9.� 86! 192 465 45.3 979 J52 165 42.2 37� 2Y.� /65 3B.J 387 37.2 �85 30.6 3B1 0P.0 1B5 38.2 �3 � J� j�4�' W � TdLS 55Y Adi 8$.0 38T Si.3 idt Sl_7 379 4b_e d8i 60A 372 A48 /4t 15.1 366 362 �lf dLS 366 326 -0d1 39.7 3i& 2T.2 idt 34,8 �8 Z3.9 d�i 31.1 318 ?0.4 ddt 92] 3iS J �o U �Z AOIn A2.d 317 43.8 28$ 95.4 33Y J7.0 289 30.3 Jd2 ]3.J 3M 20b 982 RB.B R60 2�.8 a� 20.7 278 21.2 33Y 26.1 212 17,7 S32 21.] 2d8 162 J� 18.8 262 1S] .132 tE.7 2E0 ¢ O r � BBin a5.0 291 35.8 160 18.1 101 703 �58 26.0 2B1 Ye.� 262 21.8 191 79.6 210 iB.< 281 21.8 4/4 17.6 491 49.5 1I1 �1�.6 4B1 17.1 238 12.5 281 15.8 237 z �r a N O 168i� 21A 23p 26.t 28& 205 T3Q 2f.t 2t�5 1T.$ 930 id.3 ?p1 t3.d 330 582 f8d F ��Z ti4�o 111N Y1A 118 2J.f 1B7 10.8 916 iB� 1M 182 216 16.8 191 14.1 27B lA.e 189 � O 1YON 11.0 IE7 18Y 11p 1d.0 1B7 15,] 1G7 W M � N `��' "' `' z TABLE 9B �� ¢��� ANCHOft CAPAClT/A4JUSTMENTfOR1AULA: � p: � AnchotCa acttyTabls Gs � � ���� au6¢Im�e: 2.7kCoacm[e 3.3kOoric. l�oamrCMu Fateaoau a�wroa r.teiai (ppa)XfANGHQRCAP..,�......\_ANCti6RCAP.a, v, CJ1PHw 1�C'S3Ekq&18'Elco 114'SSE�o qiOSlcel p1251ee1 PI2SIee1 �MULLIONCAP.,,o,,.,,.el AnchoPCllp PattePnB ^"`harTypa: yt6'Elw ulwcon �!a•Eko ultrxon ������ ar18'etrn Unrecon 11I`BlioUnmcon q�re00ior Uliiocon npprcoolm serew(G5�Somw(cs� Screw(c5) USE THI^a FORMULA 70 OBTAIN THE°ANCHOR E��aro»�n� r 2-ux r 2-�rr a�ra' r 2�ur r 2•trr r a�re• r aae• o.sa� 0.32+' CNPAG(TY RE4UIftED"GORftESPt}RIDING TO AN EmOeament br s•ar Fat4' 7+1td' S.?td' 7 �•ix� �nrn• yatr T-�ra• i-trr 1-ern- r �sra- �a�s� renes ACTUAt,PRESSURE ftEQUlR�iFN7 FOR 7HE 2AnUpf6(g{.73'MN,q.Q./SlaaNnlaffJ4sNCUp(Flp,i): �B0I6e 3eoros esoies moms �stltbs 27aios 2Eums aNlbs 7�alts 374Ws cearos s4siro z�im, 44zim 5soms OpENING,WHENfCISLOWERTHANTHEMULLION 4 An�hme�t.16•MM.Q.C.!SlenQare(or pltael)CJyi(fip 2� 4BQ Ws 700 Ws N1A WA N/A WA �b01ba WA WA WA WA WA 88216s 6851M 1120 Ds CAPACI7Y(FROM'f11E TABLC)OF THE$EI.ECTED tAraira�a�a•t.vn.q.c.t{2�u5ar��ea�pstttq.s} rsaexi 7eoiw eoou» �ss4� teaeroe S�Oros smuu r+fA 78otta 7astos eeoms �aszros eezms aestrs Nxoms MUtLtON.ITWlLLYIEIDAMINtMUMNJCHOR 3AmnasQ0.5C'M�a6.RlU(Sq,Nta.107tam.iFip.4} WA N1A WA NtA NtA WA WA WA Nth CFA HJA WA MtA HUi 836a% CAPACtTYWHtCNMAY6EUSEDT4{1t7AC(FY �ancnaiFram(FW.sk iBsws ies�oa zx�ins wswe oazie� 13510o iaab mix �io�ba �a�ws ��xws /771bs na�e zi�ios zaoms ADDITIONA�ANCHOROP7iONSFROMTHE 2AncMrs 1.75'MN.O.ClF{Jp(F{p.0). Y40Ba 9506s WA WA N/A NlA 700I6a NIA NIA WA WA WA 5111W d�21W 569ma ANCHORCAPACI7YTABLE. pryCyDUCiRLVISEp ns wmptying wi4h Ifia flbtida FIGUREI: FIGURE2: 7.250' �vild'urgCodc��ya.0� TABLENOTES: L+xpimi nW�a �f�l�� • • ! • 7}SfE SNEET i PQR INSTRUCTtONS ON USING 7HE 7ABlES AND SHEET 25 FOR tNFORMATtON aY S ` ON LOADIN6.SE6 SHEETS 2•4 F6R 6ENERAL iNSTALLATION METH065. jHl�Oush+lioduci r��� ��� 2)LINEAR INTERPOLA710N ClGTWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. ��,� �YHN ,. ��i FtGURE3: � �jc1Y_ . ... �,/(� ��� ��LE 3j MUt,t,tON AND{i$UCl46N G4IP5 SHOWN ARE N01"FO$CALE.FOR E-XACT DtMEPIS20NS,SEE 3'2�� � `�`���, '�}G[�.i�' •.�t� r� CLIP MUST SHEET3 21-23.HOLES TO BE pRILLEO IN 7HE FIEIp FOLLOWWG DIMENSIONAL RESTRICTIQNS ; V' � '•. ��� ; � � * � BE USEI? SHOWN ON SHEE7S 21-23.FIGURES 5HOW SUGGESTED,APPROXIMA7E HOLE LOCATIONS. ��J, ' N� yg7p� • iN PASRS, q}SUBSTRATES:C4NCftETE SFLtEt.CONFOftt«3 TD t1C(301 SPEC1FtGA71QN5.}iDt.�OW FWD : f!��, '"'�'� � GROUT-FILtED CpNCRETE BLOCK UNIT(CMUj SHAIt CONFORM T4 ASTM G90.WOOD SHAIt •tgfl` -' � "''� ' r�"` FIGURE4: FIGURE5: FIGURE6: � �i � �'Uf- BE PRE5SURETREATED YELLOW SOUTNERN PINE WRH AN SG OF 0.55.ALUMINUM SHALL BE :�r,'� S IA!3 Ui ,.:.4!� � � G063-T5 AND BE A MINIMUM pF.100"7HIGK.STEEI.STUOS 70 8E A MINIMUM GRApE 33AND � %��' � FCORIGH 'c' + ! � .d45`THSCK{18 GAUGE}.STRUGTURat.STEEi T4 BE AT i.FAST.t25'THECKAND A36.Att y25'X a25'X noo' '�,��5'," '� 11�� RNCHORSINTOMEiAISHALLEX7ENDATLEAST3SCREW7HREADSBEYdFiDTNEPdATERtAt. MUL�ION f��S�U�,�E•�'�`�� • it70 8#12 ANCHORS INTO WOOD MAY BE STEEL,1 B-e s.s.oR 410 ss. A.LYNN•MILLE�t.P•E. FL P.E.#58705 TABLE 10A e���j� " Mulllon C�p�clty Table pb�IR') Openln0�dth(forveA"ica11y3panninpmViors)arOpenlnpHelght(farharizode9yspenringm�Gmis) �~�` � 5p y� GO ln 701n BO N 90 in 100 in 130 N 7�0 h 160 in ��� O d R�<IuipWu heplhimg ReCariqulu TreplfriaiW. 17eclangulm Tn{Yttl�np Raclu�puh� Tap?esag. Retlengulsr hop/rnanB RoNmgda� TnplfdaiB. Pactu�p�lai Treplfriup ReUanpWer TrzpRiimp. Raclrq�dai Trep/fi�w�g. o a� �u'1 lZ6%326 �oadmg Lwdieg Le.dg LoodnB Lo�d'mg loadmg Loadmp Loadnp Loadng LoaQmp Load'mg Losd'vg LoeNg Loadeg lo.dmq lea6np Lwdn9 LoeEing $Y U %.024 ., a, .. „ � 2 � .e = uJ. AIum.Tu6a 5 B.-, F 2 �H a � U �§�.. -B ��... -E ��u� •p ��,_ .�.-. � �... � ra �.. � n � � �� �E �� �q.., u c in bmno� s �e �a v ag " aa a � a aa o a� .. � :� d �� �� "s� � �� s �� "g g �� g "� �� u f:, ' S� u u o o u' 3 0 0' u o S o � c; o o'e � c`,„ d �'� s� �� �� �`� s�� fr'� �� a'� �� fi� �� ;� �� �; �� `� =s �'; �� s� �o A� =s �'� ��. �� t� `� .�� �� g�� �� �e �'� _� v� $a'�m rii ��. �rc'P �� `drc �€, d3 �2" 8s" �e ¢`a z8 $rc <�, d`� f€ d�`� �� �d �€ �a �2 �z s� d`& �� a`� �'� �z" i "e d`d E@ �'� f 1`� s'� `a�' � rll /21n 170.0 620 170.0 �35 770� 714 17/.0 17B 770.0 868 170.0 506 1700 99I 170.0 619 1T0.0 1116 770.0 G27 170.0 12{0 170.0 621 1i0.0 7/88 170.0 541 110.0 1735 1700 5t1 1700 1967 770A 511 J � /OIn 1T0.0 708 1T0.0 6P! 170.0 850 17D.0 581 1700 992 170.0 630 110.0 1133 170.0 6fi1 170.0 1275 170.1 477 110.0 1117 1JO.o 6t0 170.0 1700 1700 680 169.7 1979 1709 6B0 146.5 1978 I70.0 6!0 � � � �'� 5067Ein 1i00 747 170.0 SG7 170.0 876 170.0 631 1T0.0 1616 170.0 6Ed 7700 1195 170.0 773 170.0 1715 170.0 747 1T0.0 I39f 170� 756 17Q0 1773 170.0 766 157.5 1B17 170.0 766 133.5 18T7 770A 756 'p O S�In 710.0 791 1J�.0 612 170.0 95fi 170.0 691 17D.0 71fi 770•0 761 170.0 1175 1T0.0 B03 1TQ� tUd 170.0 837 170.0 7594 170D BSfi tse.a 1767 170.0 B61 17{.1 1769 170.0 861 117.� 1759 170.0 061 � c0,� f" 601n 170.0 8B5 170.0 T01 170.0 1063 170.0 T97 1TD.0 1Z40 170.0 B7B 170.0 7417 570.0 914 161.7 1511 170.0 996 1{5.0 1511 170A 1W7 720.8 1511 7T�.0 1067 103.G 1511 1T00 1061 90.6 1517 170.0 1067 F U � J J 63in 1700 930 fl0.1 745 110.0 1116 I74A 950 ti0.0 1702 �70.0 970 15fl8 17T0 170A 1015 1392 1770 170.0 1076 115.7 1310 16�0 1G91 1D1.4 1310 155.9 7077 &9.5 17T0 t55.3 f070 70] 13T0 155.7 1070 � a � � 661n 170.0 97l 170.0 7A9 170.0 1169 170.0 907 155.6 7218 170.0 1D74 13fi2 17A8 7:8.6 1019 121.1 12/B 7CT.1 f000 108.9 72/B 1390 939 40.9 12d8 130d 97B 77.8 1218 129.0 975 69.1 17AB 129.0 973 z (n= m � o � 72in 1G7.0 t0A9 110.0 WB 139.8 1019 160.2 892 119.9 1M9 1321 875 161.9 1D19 119.1 660 91Y 1089 109.7 04E 87.9 1049 102.7 B7B 69.7 1049 91.3 825 59.9 1W9 911 820 5Y.4 1619 81.1 � s J � J iW � 761a 1121 961 1a9.1 822 118.9 911 126.8 BDS 10I.9 4f1 111.7 791 892 !df 1G00 7i7 79.3 9!1 91.7 766 71.4 911 855 T57 59.G 9dt 77b 7�1 61.0 911 7AA 737 �d.6 4!7 73J 736 J �� � mZ a � � l8in 1320 B96 177.6 7B3 779.0 89/ 118.9 7fi7 913 091 102.{ 753 026 181 97.9 7<0 i13 891 61.1 730 66.0 891 79] 721 65.0 B94 707 7W 17-1 B91 67.0 701 A1.7 841 66.1 698 � � � ~ N ¢ N � 901n 159 611 68.7 575 T76 671 71.7 565 61.4 671 65.] 515 517 677 SB.2 656 /7.7 671 629 558 �3.0 671 d9B S1 35.8 671 d3.1 619 30.1 6T1 397 571 26.9 b71 7T.9 5Y6 z (O Q Z 96in T0.8 590 72.[ 5R7 69.0 590 61A 518 60.6 590 53A 509 44.3 690 4T.6 SU2 793 590 �3.0 441 36.4 540 79.6 d88 19.5 590 7d.7 {77 T5.3 690 71.6 d6f Y21 5!0 7l.6 167 )(-ry. Eo p 7091n 17.7 i6E 50.8 421 �1A 166 d28 At< 35.6 I6fi 37.1 1�8 31.1 C6b 3P.9 40t 27.6 AG8 19.7 396 2/.9 �EG 77.1 391 20.7 A66 Yi.S 3B2 17.8 �66 21.2 l75 75.5 466 19.8 770 � N uS o 0 1171n /5.B 101 4G.i 4ua 782 141 39.3 39] 32.7 U1 3d.1 397 2�6 Edt 302 3B7 76A <71 27.2 376 22.9 K1 2d.9 772 19.1 111 21.6 )61 16.� 47 193 J56 74.7 M7 17.0 J51 M Y Y 110in 367 ]TB 76.9 714 �0.2 770 31.0 3)7 25.9 3)B 26.8 33d 17.T 37B 73.7 7L9 20.1 37B 219 726 18.1 77B 19.5 711 I5.7 378 1Q7 ]N � � � � 1d4 in YLU 2G2 21 2 2J2 175 262 17.8 239 15.0 2EL 753 96 V N 4 O O ¢.� z .�n �n �� �o�o TABLE 10B ANCHORCAPACITYADJUBTMENTFORMIIIA: m-� � ��m� MchorCapidty T�ble phs) ANCHORG4P.,,c,,,,,,� � � ��' 5u0s121e 2.7kOxcrete 3.6kCme. HtlbwCAlU FNeOGMU PTW� ��� (DP,)X( ANCHORCAP.,�e y��E��Q ll4'6SEIco CtiCEka VTSSEIco tl706tee1 k12Stee1 iN25teel MULLIONCAP.�,,,... MeharCllpPdtem� p"`"0f� y��d�ounxm U4��ounracon ���� y1B'�coUAam v�•ekounracon ���« ���� p���� screw�ca�scrcw�� sunr(as� USE7HISFORML1LAi006TAINTHE°ANCHOR eogeasfeRepm r ' z-vr 1• 2-vz svs' �• z•vz r 2-vz 2 31ia z o.ae� as4' o.�nn• CAPAG7YREQUIRED"CORRESPON�INGTOAN Emoeonm�n ta�T �aid' 13la• 1�7T 7 7-U4• 1-v4' 1-t14• 7-V4 t•tld• t-t/4• 2 1a'B' �s'e' va�les ACTUALPRESSUREREQUIREMENTFOftTf1E 2Ancrors�d.79MInO.C./SumamaOCtNCIp(Rp1T ��s 9wws a5oios emma tss4ros zloro� zeom� a�ws 71a1� n+ms c6aas 946�ns 3nws <a2i°S 550� OPENING,WHENITISLOWERTHAN7HEMULLION 4Af1Ctw�5�1.75'MIRO.GIS�afOaN(aIXeel)Lep(Flg1} 4001M 700iRs NM WA HIA NIA 9801� N/A WA N/A WA tUA EOY�W BE6WC 117A[Ds CAPACITI'(FROMTHETABLE�OFTHESELEC:TED dnrcMrs��'MN.O.C./(q2i5Arelac�psi(Flg3j 78oms 780ms fie01M 15BDI�s 1�61x 57oms 550ms xw 7sulm 7dous seolm �s�� ce2ms e651ds 1120ms MULLION.ITWILLYIELDAMINIMUMANCHOR 3ArchD6�0.57'MIn.O.C.lU�CIW.fnlo.lOPAh�m.(FIq4I N�A wA ���A WA N�A N(A WA N/A WA NIA WA WA N(A WA ��m CAPACITYWHICHMAYBEUSED70�UALIFY iaRnm.�Fc�,��yz ��s �psaa rnros eqsms sa2ioa �asiw �eo¢s mms a�oios tsrros sazi�s nsms noma a2fics a8o�rs ADDITIONALANCHOROPTIONSFROM7HE 2Mchors�7.15MIrtO.CIFLtl (Rg6j ?d1�s 350�s NIA N1A N1A NIA 7B0ls N!A NA H/A WA N�A 3S11Es 442it6 `.+�� ANCHORCAPACITYTABLE. aQp�UCfREVISED m rnmplyin8 with tha Fimi� �lalainscoao �6.621$,b� AcceptmceNu �ZI FIGURE 1: FIGURE 2: TABLE NOTES: 1250° Fx im�iai DNc � � • � • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AN�SHEET 25 FOR INFORMATION dY • � M�em'Uado P�a Coo� ON LOADING.SEE SHEETS 2-4 FOR OENERAI PISTALLATION METHODS. ���I i I i I�� 2j LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN�lOft QPENiNG W IDTHS IS ALLOWABLE. `�`�.�pl��' '`�1/(���/�� FIGURE3: `�� ��G�NSF �r� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCAIE FOR EXACT DIMENSIONS,SEE 3.250' _ CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWINO DIMENSIONAL RESTRICTIONS „ p��.yki%��> • ' '� � � � � BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOIE LOCATIONS. . _ IN PAIRS. ��p� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPGGYFICATIONS.HOLLOW ANP L( ' �` GROUT-FILIED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM G90.WDOD SHALL �' �( ����` FIGUf3E4: FIGURE5: FIGURE6: sZ4� 'F ' 10 f� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMWUM SNALL BE _�_ � J ""��T'" '�V' � � 6063-T5ANDBEAMINIMUM OF.100'htICK.STEELSTUDSTOBEAMINIMUMGRADE33AND ' '�i� •-�'LOR1�r (�;�` .045'THICK(18 GAUOE).S7RUC7URAL STEEL TO BE AT LEAST'125'7HICK AND A36.ALL 'i��SO� �, \��,�` � � � ANCHORS INTO METAL SHALL EXTENO AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 325"X.624° ii�� C�IJI�•�i��� #10 ANCHORS INTO WO00 MAY BESTEEt,'10-8 S.S.OR 410S.S. MULLION p.LYNN�MILLtR,P.E. • Fl P.E.#58705 TABLE 12A � Rtullion Ga ac(ty 7eble IbsNtE » � ____. N � ��� � Open�ng Wtdth{foroer�cally�apanArg mUtions)orOpentng He�gM itor horiwrde0y-spenrirg mu7lons) 59M 6a&� 7Qin Bbtn 8o4n ta0ln f2�{n t101n 1&iln �'r(`� a RecW�guier TapliFiarg. (taClongub� Trepllllan9. Ncol Iw Tro Rede ��3# O ongu prtMmg. opWer 7replTdenB• Reclangufer TreplTtlaang. ReclengWer 71aplT�leng. Rectengula� haprtdang. Raeter�gWar Treplhlenp 42eetanpular TreWMenB� � 27S4X.2b lwd6p iAa6riy Lo�n9 LuasinQ loaan8 �cstfrt@ toa4ng Laa�rg Loa�ng lna6ng LaadnQ taf6np 168Wn9 LOa4n8 loanrtg loa6nq W�inB Loe3n9 q y� AIum.7ube � � ,� � a g, .� .� k .� .� .� � z� � � .� � .� F � � .� .� ?� F :� � � � s� } ; Mmi�� a S� � �� � �� � �G � �� � � � ��, � a�, � �� � n a �� a. �� � �� �. �.� � �� � �� a �� �. a� w a s a a � �q � a b� a � a,� � �- � a„ � �a� a a e a� � �b � �e � a €� i� �� � �� �£�' e �� �e �� �� h� s � s � �� �P €� "� €� � �� `� a� �� ,Q� b� � s �� �e �� �� �� m �� �� "� $ g� �� �� �'$ �� �� �� �� 3� $� �� �� 3� �� � � 5� �� � � 9 '� � '� �� s �g �m r. i�. �x s � .� m � z �a s� � �n �rc � �� �� � �n� �� $ ��. �� f re �� �� �� �� �� �� �� �& � �...� twn b21n 170.p B20 170.0 435 170.9 744 170A 418 ti0.0 B80 fl0A 50B 170.tl 992 170.0 518 170.0 1118 170.0 52i �76.0 i2-06 170.0 521 t7P.0 ti88 R4.0 52i 17d.6 4735 t�0.0 52i 178.d 196? 170.0 52f (� W i9M S70.d 708 tt0A fi24 170.0 650 17St.0 fib4 17RD 9& tt9.Q 63U t70.0 ii05 l70.0 �G! f70A 1278 fl40 8J7 f709 l417 iTOA 68� 174Q 1700 170A 8@0 770A 1883 170.0 880 170.0 2287 170.0 B80 J W 50.825In flU.p 747 170,D 60'� 17U.0 e+JB 170A 837 17a.0 10ae 770.0 884 1TO.p 179& 170.0 723 170.0 1345 170.0 747 170.0 119{ 170.0 766 17CA 1703 7I0.0 758 IT00 2D92 770.0 768 A7o,0 2]91 170.0 759 � � � �� , 61 u� 170A 747 170.0 B12 i70.0 95B T70.0 441 170A 171B t78.0 7si 47n.0 1276 f70.0 BA3 178A 1�34 l70.6 837 17UA 159i 170.0 SSB f70.0 t913 t78.0 86f tT6.4 Y231 170_8 8fit t7Q6 2556 t70A 861 � 4� {) � 66in t70.0 E85 170A 70f t7pA t063 ITOA 76J 774A t2W 170.0 &78 f7Q0 74f7 f70A 8M 17tlA 156/ 1T0.0 996 Y70.0 1T71 170.0 f033 t70A 2125 170.0 7063 170.0 2d78 170.0 1063 160.8 2680 17oA 109Y � � � � B31n 170.0 B3p 170,p 7i5 170.0 7HB f70.0 B50 170.0 1302 170,0 910 1T0.0 1�69 17p.0 1015 fi0.0 i673 170.0 1W8 170,0 1859 17U.0 1t22 170.0 ?231 170.0 ii69 169.7 2557 170.0 1771 I15.8 2551 170.0 NT1 �- � J i 68N 170.0 9£A 17A0 788 it8.6 1189 178.0 fl63 176,d 1385 f7A0 16d2 1T0.0 1558 170.6 l6B5 S76A t753 170.0 1165 f70.6 19d@ 1T4A 12f0 ttQA %iA8 t70.4 t215 i6t.9 2d37 l74.0 1256 1329 2i5! i7G.0 1288 � m = z r� g , � 726� 17�.0 1463 1T0.0 878 i79.0 1275 170.0 1009 170.4 1�08 170.0 H48 170.q 1T00 170.0 1Z2E 170.0 f913 170.0 1715 17D.0 2125 170,D f387 145.8 1164 17Q0 7488 421.8 2181 190.0 1629 1092 2186 170.0 1570 � � g A 781n 170.0 H12 U0.0 877 170.0 i318 170.0 i08U I70.0 1E10 170.0 1208 17Q.0 17A4 770.q 1822 185d 198U 170.0 1421 148.6 1960 170A I605 121.E 1060 761.8 15fB tOB.t iS80 151A 1635 92.0 7980 752.7 tb3t � W�� � � � 78tn t7RQ t151 170.0 967 176A t9Et !7¢a tlTB t70.0 18tt 17Q.0 SZ60 t70.0 S&12 tT6.4 1369 162.7 Fb9t t78.4 t47# 537.i 1851 fW.t S6W 154.5 1d81 ti?.3 tt73 P82 5867 t59.8 1r59 &�9 t88f 737.8 1454 Q !n �.. �. � 901n 770A 1328 170.0 11M 148.1 1998 158.0 7218 1R7.8 139E f36.0 1189 H1.8 f396 121.� 117B 99.4 1348 11D.2 1162 88.5 1388 107.8 1117 74.8 1390 &9.9 t132 BS.Y t79B 92.1 1105 65.8 1188 70B 1088 � J K1( 07 O 98N 417.4 1279 161.5 1p9B 122.8 1229 127.! 1079 tOS.3 7228 1112 106t 92. 1220 08.9 1046 81.9 1229 89,6 1028 73.7 7Y19 82.{ 7016 bi.1 1228 72.2 993 62.7 1228 65.9 977 {6.1 5719 62.9 �T Q �0'�-' � 0 t�8in 403.8 971 105.8 LT7 88.3 9?! 89� S62 7#.� fllt R.2 848 6C.7 eTt 6EA 83T 61.5 87t 81.8 8Z6 65.8 871 66.5 81b 43.1 971 49.0 786 37.9 ff!1 �4.0 792 324 8S1 ID.e 77f fn N� �,�Q" 7111n 93A 819 87.'S &32 78.6 B1U 81,0 619 68.1 9�8 70.8 BOB 64 91B 6Z.9 794 63.0 618 SG.T 784 47.7 919 51.8 77� 39,7 0f6 4t,M1 768 34.1 918 A02 7d2 Z&� 819 37.1 7J2 W ' x 1201n I5.6 788 76,8 719 62,8 i88 B�t.6 795 53A 788 b5.8 695 37.2 7B& i9A 696 �19 78H M.i 677 37,7 788 40.6 668 3Y.6 786 54.9 &S:s 2TA 788 3t.8 Stt 23.6 78fi 28A 631 � <7- � � t4iin <3.7 fi18 e<2 501 36.; 548 3T.4 �88 312 59& 37.a 481 27.3 WO 2U.2 i85 24.d 616 x8.3 479 21.8 518 T2.8 471 192 018 1&b 481 !86 848 i7.2 455 17.7 51B 15,6 /l8 U � e,[ � 4 TABLE 126 a� � .� u� ANCHORCAPACITYADJUS7MENTFORMUI.A: �Q� McharCeped 7e6taQBa{ ANCHOftGAP.,,,,,,,,, ��y � €CL°}.� Sub6Uale 2.71tCOnGICle 36kCprc. NaOaxCMU FmetlCMU PTWOtld Mtlal (�aa)X` )=ANCHORCAP.,,o %t � @.-�i�, dia�tco va�ss�lca�ieerca sta�ssftco NtUst� as2stcet aszs�eet MUL4.IOMCAP.,,,,,,„, ts o a AnchorCllDPetlam� A'ana7ypa y�6'EIcoUAm:m uroeounracan unracnn y����[o1lAiacm vd�eKoUamcon A��� uaracm ayyrer�v screw�c�7sere.v(G� Scrcw(e,� USETHISFORMUTATOp6TAINTHE"ANCHOR EtlqeC75tanceQnj t� 2fiY f• 2�11t' a�re� r z•ar r a�12 z a�re� r aaa- o.SM o.azr CAPAG4TYREQUlRED'CQRRESPONpWGTOAN Em6ednem iai'r i�n• �ara� ia�a• r �-va• y.ve• �4ra• �-vs f.vn• Utla• z i�rs� ia�9� vake ACTUALPRESSUREREqUiREMENtF6RTHE zancmrs�a7re,nao.c.ts�aqacoroisncnp�g.iaz,z �ms a�aux �.sa�s asoa�c �sua�s zraros zea�es �sau� 7�u��s 3Ta�s ess�ns s+sus a��ws aazus :sows OPENIN6,WHENITISLOWERTHANSHEMULIION � 4Ankhas(�2.60`MtriO.C./81mdaA(ofOBaf)Cap(Flp3� �6oros �mqm ppros W&5im ta7nms Hin aeoms wA msitn wn aeoma wn mr.ms BaStta ttzoios CAPACRY(FROMiNETABtE)O�THESElECTED eatttsecc�t.rrMno.e_rs�awam(aIXset)Clp�tlgax �5ms oso x�� �ea6�m ain wn 7ossa Nm '�im tun wA wn iortins �aztws tco�es MULLION.I7WILLYtELDAMINIMUMANCHOR a 4Ar�(Dfs(fij3MIn,O.C./(�a�6A�gieClps/(FlP$ TBOIEs 7 6BDros 156bi1s 18B6Ws Om 5Epl� NfA 7601te-- 748W9 -eB41M -7B92Ds-- _682Rs_.B85U6 1120t4a CAPACITYWHICHMAY6EUSEDTOdt}ALIFY 6Arctwsg3�MN.o.c.t(1j2<SA(g�CGpst(tig6)- 9NOIW fi70Ns 10'2010s Zu4sW z8f49rs et s a�o1m NtA is4oms i7?2ms ta2ofbs �838ms t(p21Ds ta9Pos i5mibs A�DITIONALANCHOROPTIONSFROMTHE 3ArcMrs�'ji 1.3!'Mln.p,C.IU�CIb,InItl.52TAlUm.(FIq7X N7A tUA N7A WA 11/A N!A WA N!A WA N7A WA WA WA WA 0T3 ANC;HOftCAPACITYTAStE. 6AfGlims�0.64"M#�O.C.tU�,inSo.12YANet(flg8k NtA wA N!A N1A N/A NtA Wq N!A !YA H/A N!A WA N/A WA 21 ros pRpDUGTRGVISED ms 2MCIqrs�2GB'MI�.O.CJFLup(F1gBJ 3701Ds S7JBiS 315iD4 743I�+ 712N5 NIA 2601[s NfA 3i8its N/A JbOtTs WA 311tts dd7RK b60lts ncmmplyingcviihW6Plo�idS iSAfYMrs�t.fif'Mln.q.C.ff�pp .tok �1b9 6?5Ra 318IDa 47316s MM N/A 3S3ks N/A 9BBIb5. N/A tUA WA 8111Ds 6640g &Dlbs A�cePt����6-021�.0.� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHQR PA7TERN ANp ANCHDR VALUES AS 7HE STANDAR6 CLIP. �"'°�CIRCLED VALUES ARE USBD IN THE EXAMPLE ON SHEET24. 6xpi,a�i r Dstc 1fj}4 S i ��� '/� I FIGURE'I: FIGUftE 2: FIGURE 9: FIGURE 4: gY�j7l� _ • e e s • a • TABLENOTFS: 2.000' MimnlpndoPro6uclCm �� � � p � 11111111!lflt I 1)SEE SHEET 1 FOR INSTRUCTIONS 6N USING THE TABLES FWD SHEE7 25 FOR INFORMATION ON LOA�ING.SEE SHEETS 2-4 FOR �� `��( -�� A�j� i� I GENEf2kt INSTA4CA710N METt{OOS. � ti'�n {�F� !, • • • • • ,; � �iCE`fS�- � FIGURE 5: FtGURE 8: 2)UNEAR IN7ERPOtATION BETWEEN MUU.CENGTHS AND;LJR 6PENING WIDTH5ISAU..OWRBtE. �� ~ .'C% e • • • ,260" 4.Of10' ' , . No 5£i7t75 - - � � � � � � 3}MULEtQN AND MULGION CUPS SHOWN ARf NOT T4 SCALE.FOR EXACT DiMENSfflNS,SEE SHEETS 2t-23.NOLES T4 BE ORILLED!N _ � ..- THE FIELD FOLLOWINO DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGES7ED,APPRpxIMATEHOLE / �,�' ♦ • LOCATtONS. '-'�'•�• �r� b ' ia l� FIGURE7• EtCURE&: FlGURE 9: Pt6t1RE 10: ''����'•, At E�� .•~r�` ANGLE CL1P 4}SUS$TRATES:CONCRE7E SNALL GONFPRM 70 AC!301 SPECIFICATIONS.HOIIOW AND GROUT-FIU.ED CANCRETE BLOGK UMT f., ,�=�pR�UF '�•. I ° � • (FICaUft�S 568) ("�U)SHAI.L CONFORM TQ ASTM C-90.WOUD SHALL BE PFESSURETREA7ED YELLOW SOUTHERN PtNE WtTff AN SG 6F 0.55. �i sSi •-�• r���� , i � � � i i MUST 8E USED ALUldINUM SHAl1.8E 6Q63-T5 AND HE A MINIMUM OF 725"THICK.STEEL 5TUDS TO BE A MWVMUM GRADE 33AND.045"THICK(18 2'X 4^X 25"MULl14N �,+��/{��vj��, �,� IN PAIRS. t�AUGE).STRUCTURAC STEEl7d BE AT LEAST 125'THiCK AND A36.ALL ANCHCIRS INT4 MEfAL SHALL EXTEND AT LEAST 3 SCREW r r t� t THREADS BEYOND THE MATERIAL.#'10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-5 S.$.OR 410 S.S. A.LY�N MI{.�ER�P.@. j F�P.E.M 58705 � � � � - -- - -- - ------- -- - - � - - - - _ --�- - ... - - . - -- x __-- --_- - " ' � -..--- ,� ���� TABLE 13A MuIfWnCa ao Tabta Ibelft� ���+�� 5� Op�nlnpWidth(favet�taGy-sPatr�irgn'wl',lons)or an(ngHoTOht(ku'tiorizor�alf,µspnmrgmdGor�s�N t�o�n »�' q , 6pM 78trs 8lm Bo-in � �� � 5ain ef TmplTden& Recim�gulm TrepTAeng. Roolor�gpdar Uep?denB Rado�9�� Tnyhiwig. �v� a aa�to�aer rmNr�a^a aaimader Trepl7�te�q. Recle�pdar 7r�rmana Re���wi� tteWme�e� ��re� �oaura ioaane �oadmd �e�s �6n� ox � Rec4as�ar heP�'� - tma3na toa�Fng tm�ng lnedina .�aa�e tnaare loadna loa?mg b � 2 x 6 x.26 Loa�'�eg LoedM loa6n0 taa3nC tns6n0 � �, L, .� �,. .'.., t� � D Z' �'., -�'s 7,.-. �` ASum.Suba D s' �.-, a a.-. �... � �" � �� � $� � �� � � � ��. � �'t � � a ��' � �� CV Mulllon s a,� � ��. �� � ��. � �� � �� � �� � �� � �� � s� � �� � �� � �q �� �� ��' �� s� �� � �� �� r� �� ro �� �� �� �� �� �� s� �a �� �� �� �� s� �� �� �� ��. �rc �� �� �� �� �� �� �� �� x� �� �� $� �� a�a� �� �� a� �� - Z `��� � � �� � �� .�� < ' ° u�', J � 421n 174.0 B20 170.0 435 170.0 711 170.0 /78 17Qtl BB7 170.0 500 170.0 YB2 770.0 51B 170.0 iNB 170.0 621 176.0 12i0 176.0 i2t 7T0.� t488 176.8 52t 17a.0 1735 i7U.0 52t SIOA 1603 i76.0 = N 4E N 17d.0 708 776.0 S24 tTDA 856 170.8 i8i tTa.� ��X �T4.0 836 {7�1.0 1133 TI0.4 881 170.4 1?TS 170A 877 170.0 1417 iTQ.O 86� 176.0 1TDD lTD.9 860 170.0 1BA3 i70.0 800 170.0 Y[bT 170A B80 � �o 50.5251A i70.0 74T 57�.9 693 S7QQ � 57P.9 &11 1TOA 1048 l70.0 8B� 170.0 1185 170.0 773 17Q0 1115 170.0 717 170.0 1{8� 176.0 7SB f70.0 1783 170.0 750 170.0 2082 f70.0 766 170.0 7301 17DA 758 W o O }_.. � J 61fn 170.0 l67 170.0 812 170.0 BSB 17D.0 6B1 170.0 1119 1T0.0 7S4 170.0 f275 770.0 BCS ti0.0 tA7J 170.0 837 i7b.0 i59t tt8.0 858 ti0.4 1913 i�fl.0 86i t7D.0 223i 170.4 841 RaA 255Q i7Q.0 88f � 601n t10A BBS ti0.a TOt 1T8A 5083 576A 797 17a.0 t2i0 f7R0 878 t70A iAiT 770A BN 1T6.0 5584 174.fl 994 170.0 I771 170.Q 1073 770A 2125 170A 1091 170.0 '[r7B 170.0 tOB3 170A 2831 170.0 100J � 636i 570.6 830 t70.0 T{5 l74.4 1114 17D.0 850 170.Q 1302 t7Q0 aa 110.0 148b 170.0 1M5 170.0 1073 1T0.0 f078 170.4 iB59 770A I122 170.0 22�1 170.0 1168 170.0 II�7 170.0 1171 170.0 2D75 170,6 117t Z �w � � 8 8 M 17q.0 974 170.0 78A 1T0.0 1189 170.0 809 ITD.O 19d1 A0.0 f002 17p.0 1558 170.0 1� 57a.6 f7b3 t76.0 t155 t71tA t�38 178.6 /2t6 1t8.0 7335 170.4 t275 t71I.� 27Y7 iT0.0 tid8 i70.0 StiT 170.4 l2t18 � Rfn 1T0.0 t067 00.6 078 iTD.d tY75 iMA iW9 t7{t.0 1{86 176A i728 7t0.� f 7 t� t 7 0.0 S?2& t 7 0A 1 9 f b t?0.0 1 3 1 5 1 7 0.0 2725 170.D 1387 1T0.� 25`•0 170.0 1lBB 170.0 2875 1T0.0 1528 170.0 3100 17UA 1580 = Q3 � �2 o � � � � 7$fi I70.D tTT2 170.0 837 17LL0 13/0 770.0 1089 170.0 157U 170.0 1NA 170.0 1761 170.0 13Y1 170.0 2018 17Q0 1421 170.0 2243 170,0 1305 190A 26� 170.0 7B2B 170.0 3f�0 170.0 184i 17Q0 3594 t70A 7 7 0 5 < F J � z � a N � y 79tn 170.0 1151 170.0 697 7T0.0 1391 170.0 7fl8 170.0 1811 170.0 7250 776.6 5b12 1T0.0 1369 176.8 2072 t7UA {174 t7d.4 2302 i7a.6 15B4 1T0.0 2793 l70.0 i1a9 i70.0 371] 170.4 1777 II0.0 �999 174.0 1 Q C�l�'1 N�zo��o E61n 7T99 f�28 f98.6 itii S70A t59i 17flA tSZB i7U.0 i858 tTkA t496 17Q.0 2f25 170.Q SS53 /79.Q 2381 170.4 1783 570.0 265@ 170.0 1018 t70.0 91e8 17Q0 2fE ISB.O ]HS 170.tl 22T3 138.5 Stl9 110.0 238 g8(n i70.0 141T 1T0.4 1232 170.0 i7G0 �70.tl 1434 170.0 1880 170.0 18RY fl0.0 2297 fl0.0 1781 170.0 2550 170.0 1852 170.D IE53 170.0 20A3 700.0 3188 170.0 7J79 i37.i 37H0 188.8 2170 120A 5i89 ti8.t 21?9 1081n 1T0.0 1591 170.0 14D9 170.0 1813 1T0.0 1847 iTOA 2t31 170.0 1976 170A 2550 176.6 2G79 i8i.6 4T8i t78.0 717t i18.3 278i i$L9 2139 l23.6 2TEi t4Q�4 TtBt t05.9 2781 128.9 2231 52.7 D81 1f0A 2100 � � � � t�tin 1T6.0 1b38 17D.0 145i t74A tY88 1T0.0 170Q t7fl.0 ?28S l7D.0 /8E2 i70.Q 2821 t70.Q 2t#9 ISS.B 2�32 �ax.a ?215 1�8.@ � 148.4 7118 11J.! 1832 128.� 2108 87.0 2892 115.1 2128 05.4 Y83Y 109.3 2080 U X Q � �j i201n 170.Q 1T71 170A 15E9 t7Q.0 2125 470.0 1659 161./ �152 159.8 1991 135.1 ?252 141.4 1� t20.1 7252 127.2 1938 108.1 2132 11&1 1015 BD.t R252 9�.8 1872 772 2252 88.9 t8A6 87.8 2252 81.< 1E0& t�lln 1251 1581 iZeE 1�15 161.7 15&1 �OB.7 1425 89.� IS6A 9i.6 5407 78.2 ifi6i 8D.7 t360 84.i Si88 R3 13T3 � i5G{ 85.7 laSS 52i 1554 58.4 1330 M.7 l584 48.2 1305 3&! 1584 44A 1283 �o� Z�O� ANCHOR CAPACITY ADJUSTMEF7f FOFiMULA: � s � � 7ABLE 136 AnchorCa acl Te ta bs �NCHDRCAP.,�,.,,.,1�ANCHOR CAP.,,, o � �'�� 2.7kCaw�ete a.SNCma FiottowCMU FliledG.lU PTWocd Metal (DP)X�MULLtQNCRP..n,,.,u� SuhSi`ata: Ui'SSEko C✓te'EtCO 1/4`SSEko tlSOSteH qt23teet tl423ted dtE'Eico y�Q,E�ap��� 1f9'ElcoUliroCm ���p�o, �,��,� ppprecawr snew(a5J sc�.v(a5� sc�ewlcs) USE7HISFORMULAT40B7AIN7HE'ANCHOR q��rrypa: ytcekcuursean �/1'F.moWaacm ����� o.pe- a.54• o.32i' CAPACtTYRERUiRE4•COtiRESPONDINGT4AN Anohor COp Patteme EdoepelanceM): T 2-12 P zdrz' Yflo• �• x-12' t• y.t11' r 3-ir8' E,�a:anrnct�k tara` t-us tata^ !-st4• 2 tala� t-tn" 1•tw' tal4' tatr f-v4" 7 ta�a ta�e' wncs ACTUALPRESSUREflEOUIREMENTFOR z�,narcnaa�:.aeu�a.c.ls+e�mrad�t oasetCs�cq.a teams 7eows eooins 7eo�w �xm� woro seoids Toa� �eo m �aerov in2�bs �esx� eszms ees m ��� QAPA I'fY FROM�7HE7�BLE)OFTHESELEC7ED w anneraa,cmra���"MIn.O/C.s`t('�2�SAn64��'�WtSfl05?: rao� �7eous ,aeoes iseoiav �eeew9 sartn seoia, w� �saiw �e�ee eaoins rere�� se2� �eesics n2obs CAPAC�TY`WHICHMAYBEUSEDTOQUA[.I�FY gpnclun@9'IFiaO.G/21'la5Anpb�Ps�lFlO.�Y t5eotaa tse0�s txo�w afsa�w a?02�cs wa0�os ti2n�ta utt ts201bs ti99m t76°tos aaa��°s t3e��s �7to� a�otw ADDITIONALMICHOROP710NSFROM7HE pry�UCeRt>vIS� wao 12AheSiwa t.YMIaO.GtSA�$A"n�Q�!(FW.7Y- 7f�Wtbs 2tQ01W 14a01bs 97�Ine WA WA i920Ws rUA 15001�s WA WA WA 7W61ba 2a5716a 3360(os NdCHORCAPACITYTASt . �eamplyiul�wiUllluFltKt� iw3 �GO i- z.aoa�--{ av�ia�+ac�a�16-o2i�.o3 {Arclwm�1.91'lk�.O.C,/LLd�p.Wa.f9S'A§+m.i�h.B1: WA WA JUA tUA NtA NtA tt+A NtA NtA HtA WA WA WA NfA - ACCC��xNo , e AalaB�0.¢4'A4M1 O.C.I Udip.IMo.125 Num.4R0.BY WA tJIA WA N/A WA WA WA WA WA WA WA WA Wn WA 2661 iba (�p'u9tfa !}�# �� 2AriGhaa(Q466`ttirtO.C1F-ClWiFlp.16Y: 386tbs 196ibs diONa 89tiihS lBSBtDs Z701Ds 2b41bs 394ws T10ms 37�16d Welba U48@o 171Na 4421ha 5BOIba .250" \. � 4qncMrc 1.71'M1�.o.CIFWPffq.11k 590Rs 7W@9 SOSibs 7�Ibs WA WA 47016n WA 5J]Ibs WA NtA TifA 6B2@s 8&5ita t126@s IIY NOTE:FOR THE OFfSE7 CL1P,�S£7HE SAME ANCNOR PATTERh7 AP7D ANCk{OR VRLUES AS TNE SSANDAf2D CI.IP .i.�$�E N4TES: Mi°m ka R°��a� `illlllfl/ L1 FIGURE'i: FlGURE2. HGURE 3: FlGURE 4: FiGUftEB: FtGUREB:FIGURE 10: PICaURE 15: 1}SEE SHEET 5 FQR INSTRllCTtONS ON USING THE SABIES AND SHEET 25 F4R tNFORMATlQN ON ,,4��`�C1'�' �.���C(�,��� � � � � • • • • " ' � LOADING.SEE SHEETS 2�4 FOR GENERAI.INSTALLATION ME'fHODS. • • • •• � \ 1 r � � �i Gk:!S' ' e ;. 2)LINEARWTBRPOLATIONBETWEENMULLLENGTHSAND/OROPENINGWIDTHSiSAILOWABLE. 6.000' ; `t�''� � , • • •* • - -s.,' Sd.�.58't45 ~: 3)MULLION ANP MULLION C(.IPS SHOWN ARE MOTTO SCAtE.FOR EXACT DiMENStOMS,$EE SNEET5 � � f � • •• •• � • 21-23.NOlES TO BE DRII.LE�!N SHE FIE�D FOLLOWlNG pIMENSIONAL RESTRICTIONS SHOWN ON ; J' "`j_,;;,.c, �� _ �,.^ SH�ETS 21-29.FIGURES SHOW SUGGESTED,APPROX(MATE HOtE LOCATIONS. I!�� I a 1�;� f1GURE 6: FIGURE B: FIGURE 7: ANGkE • � � � � • r • • CLIP 4)SUBSTRATES:CQNCRETE S}iALt CONFORM TO ACI 305 SPECIFiCATtONS.HOLLOW ANO 6ROUF-FILLED ��r`���. s'+�TL�; ��? '� (FlGUftES GONCRB7E BIOCK UNIT{CMU)SHALL CANFDRM TO ASTM G90.WOOD SNA�L BE PRESSURE-TREATED ',.(`�'•I-7,pRtC�P`},(?• . • • • 6'�) YEILOW SOUTHEftN PiNE WiTN AN SG OF t7.56.AIUMINUM SHALL BE 6463-TSAND 8flA MINIMUM O�.12a"' \ • • � • MUS7 BE 7HlCK.S7EEL STUDS TO BE A MINIMUM GRADE 33 AND.045"7HICK('IB GAUGE).STRUCTURAL STEEL 70 ��rSjU(JPJr`�`� USEDlN 2-x8•x25' R.�11N1+!`(vSE���R,P.E. � • • • • • ` � ppIRS. Bf AT LEAST.t25'TMGK AND A35.RLL ANCtiORS�N70 MESAL SNALI EXTEND AT LFJiS7 3 SCREW MUI.LION FL P.E.#58705 THf2EADS BEYOND THE MATER�AL tf10 ANCHORS(NTO W06D MAY BE STEE4 7B-8 S.S.(7R 410 S.S, TABLE 14A � MulllonCa ac Table Ibslit� ����,� � OpenlnpWldth(fo�veNcally-sparrirgmi►lons)orOpeningHelght((ortpdzoNaAy-sparcingrn�lions) �G��' Q 60In 601n 701n 80N 901n ��H 1201n 1401n y50p� � �O Rwlarguler ToplT�iang. ReNargulsr 7repTM1vq. Reetenpular TrepRrla�g. Rxtar�Aat he{YfAa�lp. RealargWar 7raplTtlefg. ReclengWor Trap�fMrg PeclenpuYa� TrspTdang. ReUarpWar Trnp/fAarp. Rectetgu'at Ttap�Ttlenp. �a$ � 1.2B"xY.11" ��Ifp LoaCInB Loa0ing Loadlre Wadug Loadlrp LwEing Lwdng Load4V Loadhq Loadinp Loatltrg LnaGag Lvadl� Load4p Lm6ng LoodNg Loadlrp oY � u� x.125"Aium a a � � LL TubeMull € �.. � �g'.. �g', �,. �g' ;�,. � � �` �g'. 8 �_ �g'.. g B ���q',. � �� �'B $ �$ f4 �� � 8� S 3� 3 H� II J� � c�� � �^ c3 8� t3 ��' 8 t4� � 79�' H �� � t3�' F4 �� a� � �` tY �� t3 ��' N `� � �� `� � s� � €� �� 6� i� �� r �� � � � � g� � �� � a€ �� �� �� �� rE � ° 5� s � t� ��m ��. �� 5� a�� �� �� ��. �� �� �� � �� z� �� �� a�� �� �� �$ a�� �� C� �a �� ��. �a� �� �� �o a�� �� �� �� � �� �� z �W �' 4Z1� 1442 520 1G7.0 �28 1102 526 14�9 618 103.0 528 13fl9 414 b0.1 626 134.6 411 80.1 62fi 7341 411 721 u28 13I.1 �11 60.1 62B 134.1 411 51.5 576 1347 N1 451 516 134.1 411 � �jJ J � 481n 9&8 <03 �DB.O J33 &7.6 403 94.7 325 67.0 d03 88.4 320 60.1 407 81.4 317 6J.7 403 78.7 315 4&3 4Rf 7&6 719 40.9 40.7 TB.B 314 34.6 A03 78.8 311 30.2 SU7 7A8 314 � _ 60.8751n B23 362 97.0 301 fiB.6 3B2 78.3 284 5GB �@ 71.9 2B9 61.6 3S2 W.2 2f6 457 �62 64.8 �04 dt.� 3G1 638 2� 39.3 36Z 6l.6 793 29.4 382 W.5 2B3 T5.7 9(tt W.6 283 `2 �o � � 6IIn 87.8 31B T4.7 167 56.6 31B &.Y 281 40.5 310 67.7 25B 424 31E 53G 2;A 77.7 71B 60.8 260 31B 31B q8,5 449 p8.3 31B 49.1 2q8 24.2 318 19.1 24B 212 310 49.1 2�0 m p � �c 606i 49.6 250 63.1 270 41.2 250 45.7 214 353 268 -00.7 21D 30.8 258 37.2 207 27.b 26B 34.9 204 21.T 250 33.4 203 R0.6 45B 32.Y 101 1T.7 �58 Y22 201 16.5 458 32.2 201 F U (p J 83in 427 2Jq <5.0 200 35.6 730 �D.1 105 30.6 934 34.7 192 28.7 ZW 31.6 188 23.7 279 29.4 18B Y1.< 239 28.0 �84 77.8 23q 27.6 1B3 76.7 234 2&6 19! 13.4 43d 28.5 �83 � W � � 6BIn 3T.2 213 3S-0 1W 3t,0 213 33.7 778 28.5 2/7 �.0 178 23.2 213 27.0 173 1LL8 273 75.1 170 1&6 213 217 '169 155 213 T1.2 16T 73,J 213 Y10 1BB 71.8 473 71.0 708 z (n$ �' � T21n 2E.8 �79 3Q� 165 Z1.9 179 258 157 2Q4 778 ?25 1�9 17.8 179 20.7 147 158 779 1e.7 145 � J� � a 70hi 24.J �67 25.4 1d0 20.3 181 ?1.8 137 77.4 1B7 19.0 135 '152 1b1 17.0 733 � � ��� � �Z 7BIn TL5 t52 2J.6 133 iB.e 762 1D.0 t31 7&1 152 17.6 120 Q ln � � '� F � � � ¢ N O TABLE 14B ANCHOR CAPACITY ADJUSTMENi FORMULA: AnchorCopeclHTa61e(Iba) F X mZ °� o ANCHOR CAP.,,�,,,,,, �o m� S�sUa1e 2.7kCmcrele 3.&Cme. 11o�owCMU FI�eUCMU PTWood MNH (DP�q�X( )=ANCHORCAP.,,., (n r� � MULLIONCAP.,�,,,.. � � L16'Eko 114'SSEko 5li6•Eko 1!4'SSEka ql03led N123Ice1 tl125ke1 �.j� Arcl�ttrype &16•EKOUI�mcm 11CFJcoMracm &16'EkoUl�racon Va•EkoUlVattn AnchorCllp PnNem� up��^ Mg��� U�a� Aw��a scrc�v(c57 suav(cs) Screw(cs) USE THIS FORMULATO OBTAIN THE•AfJCHOR -y. Y Eapeonfarce(mZ r 2-t2 r atrr 3-un• t• 2-vr �• 2vr 2 �ve- z o.aa a5a• oazr CAPACITY REDUIRED"CORRESPONDING TO AN � � � uj emomnWM? ta�d• �a�c tarr iyc 2 7afe' �-ve- tn�T t•tr4' t-vr �-va z t-aa• ta�a vatec ACTUALPRESSUREREQUIREMEN7FORTFiE U c�f Q ?� 4nrcro�5�3'hUno.c.�(T�a�sa`g�e�s�(FIat7; 76aID't 7eoWs �otos �SmDs tmsNS emm 5eoes IUA 7�ms 7aema eeoDs 7m]ms 6B20s BB5ms 113o�oa OPENING,WHENITISLOWERTW�NTHEMULLION Q ,� O O CAPACITY(FROM THE TABLE)OF THE SELECTED �S Z mO z0 MULLION.IT WIIL YIELD A MINIMUM ANCHOR ��m� CAPACITY WHICH PlAY BE USFA TO QUALIFY � �-��...� ADDITIONAI ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. TABLE NOTES: 1)SEE 9HEET 1 FOR INSTRUCTIONS ON USING 7HE TABLES AND SHEEf 25 FOR INFORMATION ON LOADING. ��_Z86'-� - SEE SHEfTS 2-4 FOR GENERAL INSTALLATION METHODS �'KC.3�UCC REVISCD � os complying wiEh ihe GIOti� 2)LINEAft INTERPOVITION BETWEEN MULL LENGTHS ANDIdR OPENING WIDTHS ISALLOWABLE. ouildiug Codo ���z�g a FIGUREI: AcmptmcoNo 3 ExpitnliopDa{c ��i� 3)MULLION/1ND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. � � , � HOIES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAI RESTRIC710NSSNOWN ON SHEETS 21-23. 2.1'1 fi" dY FIGURESSHOWSUGGESTED,APPROXIMATEHOLELOCATIONS. Mi DadeMoOoct" ANGLE CLIP MUST BE USED W PAtRS. 125, ��1!I I I I� 4J SUBSTRATES:CONCRETE SHALL CANFORM TO AC1307 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `�� ;�Li i N��� ��i� CONCRETE BLOCK UNIT(CMIn SHALL CONFORM TO ASTM C-3U.WOOD SHALL BE PRESSURE-TREATED r `����0,\cz��1�.<<F`,Q � YELIOW SOUTHERIJ PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF 125" � �, � 7HICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �,p6'X 2,11'X 125'MlRL10N � �• -�` LEAST 125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW lHREADS BEVOND (QJTEGRAL FIN MULLION) =�Y;. �n,�6705 � THE MATERIAL.#10$1it2 ANCHORS INTO WOOD MAY BE SiEEL,18-8 S.S.OR 410 S.S. - , _ b a - �:n; . : t�i� ;� . .�.g�� \,�`- - \ g�SE��` /`�C�C� �'I,UR\O�''.'�(%: � ,%•,;i;;��Ohl/��-�,` A.LYt�NTvllLl��,P.E. FL P.E.#58705 � � - . -- - - - - - - - - _ - - - - ---- ---- Q�� ^ � -- TABLEISA r �� � MutlionCa �oityT�blopbOfR=) �G'� Op�ninp Width(for�,e�icaAysparrirg rtx��ons)orOpoNnp HalOht(for horl�'daVy-spamrB m�iore) � LL 0 SOtn fi01n 701n BOIn GOIn 1001n 1201n I�Oin 160In 0� F 4� RaW�uIQ Trep�MeM. Reclenptl�r haD�an9. Reclen9�er TieplTifetq. Recten�lu 7raF'Rdon6 Peclen9�� hO���9 Loed�er T�aa. F�ct��er hep�Ti1�• �b�er Tm��. R��1^+ T���& o Y u�j 326"30 Wa6ng �oaQnp �oe�ne �oamna loadne tomY�s t�dna Lwdna ��9 LL DE6.AL x r r a a a a a n n r a � r � x n a a ,�� W z = a a a„ �' g II.. o �p_ BAY MULL o a.. � �.. �a v.. aF : A-- '� -c o a.. � s., � �., o., �a o 'g 'g-� � S c� e �� � �� � �� � �� a �� � �� � �� $� � � � � � � � � � � � � a a s a � � � b � &$ � � 5 �E � �e � �B 6 a �� �� � �E �� �m �- �€y � �� � g �y e5 g� �.�-� fi � 5� $ fr� E S� fr� �� 8� t�, � i� 5� �- 5� & g E` fA �r� W �y s � � "� � � �� �� �; 9 �� � � �� �� �� �� �� a �� �� x� �� o � t�. d�� �-�'� �� �� a�n" ��. �� �� �rc s� ¢� �� �� �� �� � �� d�� _� a� s �� s� �rc s � J W 42M 770.0 6� 170.0 433 170.0 714 170.0 {7B 170.0 86B 170.0 508 170.0 992 170.0 518 17Q0 1116 170.0 521 170.0 1210 170.0 521 170.0 1468 170.D 621 170.0 1735 170.0 62f 719.7 1710 1T0.0 5d ' ] _ ;8 fn 170A 708 17G.0 621 170.0 B50 170.0 6B/ 170.0 992 17Q0 6J0 170D 1137 770.0 6fi1 170.0 127i 170.0 677 170.0 1�17 170.0 6E0 1622 13?2 170.0 C�AO 130.5 1622 170A 6b0 114.2 15?2 170.0 eD0 � a.� � 5p.B26in 1T0.0 7�T 170.0 683 170.0 BBB 170.0 W1 170.0 1016 1T0.0 661 170.0 1795 170.a 727 170.0 1715 170.0 717 1612 1{43 170.0 758 5368 f113 ilOD 768 117.J 1�1� 170.0 T38 10ZB 1M] 170.n 756 �o Q 611n 170.0 797 170.0 812 170.0 856 170.0 891 170.0 1118 170.0 756 170.0 1276 170.0 803 160.1 1353 170.0 B37 1�4.3 1�5 170.0 656 120.J 1353 170.0 Eet 70.1.1 1153 170.0 681 90.2 1357 170A Bet � � � J 60 h� 17D.0 E!5 170.0 701 110.0 10W 170.0 TB7 107.0 1210 170A 878 148.1 121B 170.0 9M 179.9 1210 159.8 87E 1188 121E 152.1 824 BT.{ 1218 110.1 8/7 03.3 I2I6 1�8.1 D17 T3.1 1218 1�8.1 813 � W ? 67 h 170.0 0]0 1T0.0 745 170.0 1178 I70.0 650 160.2 1150 168.B 87J 131A 1160 1W.0 814 418.8 1160 111.9 B90 105.1 1160 13/.2 BB5 87,8 7150 128.7 W1 75.1 11fi0 1M.2 ETO GS] 11BD 1262 870 Z �� m � 681n 170.D 874 170.0 789 152.4 1018 166.E 881 170.8 1010 118.8 A81 714.3 1618 133.1 BSU 101.6 1018 72].1 839 81.{ 704B 118.8 B30 782 ia0 109A 6Z� b5.3 �O{8 �OB•2 e1B 57.1 1048 tOB2 BIE � J�p �W � 71h 1<OA BBO 1�7.9 764 117.� 880 716.0 718 IOD.6 8B0 110.8 734 88.0 B80 t00.0 772 7B2 880 B2.0 712 70.4 860 eb.1 703 58.7 68D 'M.2 69] 60.5 8!0 7&6 888 14.0 880 76.1 68E � 7� � �°Z 7B In 11fl.7 700 125.1 690 B9.B 780 108A 676 85.3 780 83�9 6b7 74A 780 BJ.e 652 8&S 780 78.8 61] 59.9 7B0 71.7 635 lB.9 780 65.1 824 42.! 790 BZ7 018 A.i 700 61.6 617 Q } � � � 791n 110.8 750 115.5 657 B2J 760 OB.1 eM 78.1 750 85.8 q2 892 750 77.1 621 81.5 760 70.8 B12 65.4 760 65.7 605 �&2 T50 59A 59� 19.6 750 56.2 58B 34.8 750 �.5 ySE Z Q Q Ol .O m Z N � gpin 72.1 66J 74A 60U bU1 6&1 02.8 �81 61.6 563 61.8 �83 r5.1 b87 �E.B �75 1D.1 66J 1{.4 46a :18.1 6BJ 40.E �B2 740 6B9 �62 452 26.0 667 37.7 4�5 225 SB] 71.8 412 � �� �OS BO N 69.4 40.5 61.1 f15 1&S 6S6 67.6 435 �2A �93 11.0 127 JT.1 493 �9.9 �21 ]D.0 �D5 �6.1 �14 48.7 �93 37.2 �09 2�.6 495 Y9.1 400 21.2 �93 26.0 S94 78.8 IDS YS.O 390 0 1DBIn �1.7 791 {2.8 J55 7/.8 b9f 76S 3�! 28.6 3B1 31.1 342 26.1 391 Z/.8 3I7 212 191 2�.9 J7! 4D.9 3U1 22.E 728 77A 3A1 18.7 321 11.8 J91 17.8 316 � p Y Y I111n 3e.4 370 792 375 ffi.0 370 93.0 ]30 27.5 J70 28.8 3Y5 2C.0 370 263 ]20 21.4 7T0 T2.0 318 192 ]70 2D.8 �12 1B.0 370 18.1 ]US r j � Q M Z � � 1201n 30.4 317 30.9 469 25.7 317 16A 286 21.7 �17 32.8 2B0 19.0 S1T 19.8 276 16A �17 17.9 273 �O � a �M m i�.a zzo �7.e zos �� `� ANCHORCAPACITYADJUSTMENTFORMULA: � � � ��� TABLEISB pnehorCn acl Tabto 6a (ANCHORCAP.,,d.,.. N ' ' Mollav ChtU Fflea cMU FTVJood Mvwl (�P)X ANCHOR CAP.k, Subslmle: 2.7kCoromto 7.5kConc. �MULLIONCAP.,,e,.,,. S�ICEko 1/N06Ero 5li6'Elco I/4'6SEleo q10Slecl n1261eH d1261ed p�norrype: 311s'�leounraeon ��a�[-�coumecm ���a� y�e'[kauiumon 1I4'ElcoUdecm A�re��a �i���� ��,��� s�,e,.,�os�sormr(cs� s�rew(es� USETHISFORMULATOOBTAINTHE"ANCHOR AncharCllp PaBems CAPACITY REQUIRED'CORRESPONDING TO AN ea�ns�e„ce @,y: r 2-�n• r 2•1rr a�+re' t• 2•1rr l' 2-7rr r a�m' s' o.4s• o.sa• o.a2a• pCTUAL PRESSURE REQUIREMENT FOR TNE ns� Em4eMirnt(Inr 731P 14/4' 131P 13�4' 7 41l4' 74l4' 1-tM' 14(a• 1-V4' talP 2' 1318' S�31b' s p p�p�qn�5'ALn.O C/(�1t5 Mpb Clbs�(Fq.A� ��� ��� 4��' B�ro' ���� 270�4 ��� 35t�bs 710 roa 37<ibs i20lUs saa ros 3n ws �42�ta seo An OPENING,WHEN IT IS LOWER THAN THE MULLION qAmAws�&5'Min.o.C,!(2)Lt6ArqleWps/(Fig•YY 7aau�+ 7eoioc iaoim taToits s5z5ibs 510ms saoios wn i�2oiu� 7�eiw aeoiw +eoaroa se2iba easim tt2oros CAPACITY(FROMTHETABLE)OFTHESELECTED eAm�wro�27rnun.o.C.!(�fa�SaqIDccps!(�bak �12oms tl2oios esaim nasios �ssams wA e4olm wn 1o591m wA �sxoios wA tOzzlbs t3nms 7esoms MULLION.ITWILLYIELDAMINIMUMANCHOR CAPACITY W HICH MAY BE USEO TO QUALIFY ADDRIONAL ANCHOR OPTIONS FROM THE !W CHOR CAPACITY TABLE. PR�IICT 2EVISED ❑s mmptyind wuh Ihe Flotidi FIGURE 7: TABLE NOTES: DuilJlnyCuJe Acceplance Na�6'�18.03 �� pimlionuato �DZI � � 1j SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAOING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY � MI Dnde Ptoduc( 2)LINEAR INTERPOIATION BETWEEN MULL LENGTHS AN�lOR OPENING WIDTH515 ALLOWAf3LE. ��1�����I I FIGURE2: 125' `�� �,��l � d11(/ ��i� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. �� • �F^ � HOLES TO BE DRILLED IN THE FIELD FOLLOW ING DIMENSIONAL RESTRICTION9 SHOWN ON SHEETS 25-23. 30e �,\�,.'��GCI•:;i!_ � • � � � FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCA7lONS. � '� �- 3.250' , i.!n.:i9(05 J 4)SUBSTRA7ES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FII.LED �� ! ��,� FIGURE 3:. CONCRETE BLOCK UNIT(C�9Uj SHALL CONFORM TO ASTM G90.WOOD SHALI BE PI2ESSUR&TREATED /,� f"" : l`y- � � � � YELLOW SOUTHERN PINE WIiH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF 125' _;.�V` fi�1�'�,6 ;���J` THICK.STEEL STUOS TO 0E A MINIMUM GRP.DE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30•BAV �'j?', 5��rr or :M1�; �� LEAST 125'THIGK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION , THE MAT[RIAL.i710&H12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR410 S.S. /�<�� • r�.0��`Q�' ��\� . ���.� ��'�i��`G'�')P11���- \�`�� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, A.Ll'NN MILLE�R,P.E. FL P.E.#58705 � �� � � I TABLE 16A � '� MultionCa ao Table baHt= a'"� t Op�ninBWidth(torwrticalty�spemlrgm�nioreJorOpaningHalght(forrorimnleuy-sperrirgmJlio�s) ��'�y( a 5p1� 801n 701n BOin DOIn 1001n 1201n 1�OIn 1�H ��g O dQ Rea�anWl� Trap�IYlarg. Reclanguler haplfda�. Rectm�gWar TmplTdarg. Re�1angJu TtaWfdnnO. Roc1anpAnr Tre[JTdmg. Rec1enGular Tfep/fAanp. Recle�p�la� hapTdmg. RactmgiAm Tm{Jf�len8. Roctanpdm 7rep/TAaig. 4yS ra' 3�26"A6 lnod'ng Loedng Lm6ng LoaAng LaeSnp Loadng Loed� Lw�Sng LoeA(g loaJ� Lmdng Loedne Loedmq lneSrg LoadnO lne�fn9 �B�nO Lwd� �Y i � DEO.AL a a r n r ,a_ a a .ra a r a a r �� a .�'� � g� � q� � $� g �� .� �'_ � �_ �'"' n� � �,. � � �' �' P � p � m �� � � a a � R �.p ap a � �, a� �. N BAYMULL � °^��� � �a fi� �� �� �� a S$ 3 g� 3 3a � tS� u ffi9 3 g9 3 g� i n t4 c� 3a 3 �e m U U U V Uv C $ g � �� _� ��. .�� 5� _� �� �� �. �� �� �� `� s� �� �a � �� 9� s �� �� Z yN� N �� �rc �g �a �� �a� �� �� �� �� z� �� �� z`a �� � �e ��" f� �d ��. g� a� a� �� �� �� �dt �� �� s� �rc ��. �a� f�. �� � � /2In 170.0 0?D 170.0 115 170.0 R� 170.0 tl8 770,0 888 170,0 50B 17D.0 892 1T0.0 51B 170.0 1H8 170.0 52f 170.0 1210 t70.0 521 170.0 7188 170.0 521 170.0 1795 170A 521 180.� 1871 170.0 821 J W 4EIn 170.0 10E 170.0 624 770.0 BSO 17D.0 681 170.a OD2 170.0 630 170.� 113] 1T0.0 881 770.0 1275 170.0 877 170.0 1�17 170.0 86D 1G7.7 1877 170.0 880 f�0.� 1W7 170.0 6�0 112d 1837 17110 880 7 z Q.'� � 60,6151n 170.0 7R 170.0 5b3 170.0 89B 1TD.0 8]1 1Ta.o 1W0 170.0 884 170.0 HBS 17a.o 77J 170.0 1715 17o.a 7�7 IT0.0 7481 170.0 758 147.1 1552 170.0 750 1Md 1552 17U.0 758 110.4 1552 f70.o 768 W p� O 5{In 170.0 7W 170.0 812 470.0 858 170.� 891 170.0 5118 170.0 751 170.0 1275 170.0 BW 110.0 fi51 170.0 877 155.2 1-055 170.0 856 128,7 1155 I70.0 881 170.0 1�55 1T0.0 E81 W.0 1/55 1T0.0 861 m � ~ � � � � I BON 170A EB5 170.0 701 170.0 7063 170.0 7B7 170.0 1T�0 170.0 87E 757.7 1308 770.0 B/4 179.7 77D8 17Q0 B88 175A IJOB 103.5 BB4 10a.e 13C0 16Z1 082 89.8 7309 161.1 982 78.6 1]OB 167.1 BE2 F 83h 170.D 870 170,0 745 1T0.0 1178 IID.O BSO 182.8 1217 170.0 940 7�2.6 124T 184.5 B!7 748.7 1247 7528 985 114D 1247 1N.7 BS! 85.0 1217 138.2 83B 01.4 1247 135.7 B55 71.1 12�7 1�5.7 075 � W � � {, OBin 170.0 B74 170,0 T89 770A NBB 170A BD3 718,4 1180 783.7 A85 128•B 1180 14.0 815 116.4 t190 158.5 028 703.8 1180 128.� Dtl 88.8 1180 �10.5 6B9 74.2 1160 11E.1 003 84.8 1180 11E.1 8&1 z �g � e �y � �� � n� c 721n 101.0 1010 168.B B77 151.7 1070 144.8 BSB 115.4 1010 12T.1 812 104,0 1010 114.7 BZe Bfle 1010 iDS.B 817 OD.E 1010 80.8 OW 87.3 1D10 80.8 7Y5 57.T 1010 E7.8 7B0 505 t01D E7.T 7B0 rcZ J J 781n f31.� BOB 14J.8 782 119.5 BOB 132.0 715 80.1 BOB f07.t 781 BS.B B08 G81 7{9 Tfl3 800 882 198 8l.T 809 82.3 720 67.3 906 71l TlB 48.1 808 T12 7f0 12.0 BOB 70.6 708 Q } � � � 781n 1R7.1 88f 13P.5 761 105.8 881 1125 738 80.8 6B1 88.0 T25 78�{ BBI BB.S 717 TO.B BBt 91.0 107 63.8 8A1 75A 894 53.0 681 88.1 881 �5.4 Bet 84.5 875 78.7 081 W.7 Oi2 z Q Q N o BOIn 62.7 84B 85.� 674 fi8.0 816 72t 561 59.1 646 82.8 SSl 51.7 8{8 58.1 515 10.0 619 50.8 ��7 41.6 &B 47.0 570 51.b 849 �1.5 570 ]B.5 648 38.2 511 25.8 618 36.5 507 � W9�Z � o B0N BB2 588 70.1 50B 5&8 5BB 59.1 489 4&7 580 51.4 191 �2.8 588 43.D 4B3 37.8 SBB 47.4 478 31.1 59B 18.1 474 2E.4 SBB 7]A r59 7A.9 SBB 30.5 {62 21.3 688 ]8.7 �17 UJ W 6 ��.�e� �N 0 1081n O.B !�B I8.8 �OS 7B.B lIB �12 380 31.2 41B 357 383 39.8 448 SI.7 7B7 28.6 14U 28.8 382 73.8 I4B 28.1 377 2Q0 U9 71.7 38b 1i.1 MB 20A 381 15.0 MB 18.B 350 Y Y 1111n M.1 �25 IS.O 965 39•b �25 379 37A 31.5 �2i 74.9 373 .27.8 125 2B.1 387 21.5 123 28.2 3B2 721 �25 24,0 a58 18.4 475 P0.7 359 15.8 125 iB.B Sf3 � 0 1201n 34.8 381 35.5 331 29.1 384 28.8 32B 24.8 36/ 26.0 321 T1.0 784 Yl.B 317 18A 366 2Q5 313 17S 7Bl 18.7 309 Q..� Z � 0 144 in 202 257 20.1 ?3� 1B.B 253 17.1 TIO �� � �'��� TABLE 16B ANCHORCAPACITYADJU571NENTFORMULA: � AnchorCa acl Tabfe Ibs ANCHORCAP.,�,,,,,F o � �'�� suDslrzte: 27kCacrele 1.SkCoM. Ha0owC7M1 FmeEdAU P71h'oad Metal I�P�,)X( �=ANCHORCAP.,w 5I18'Eko 1N'33 Eko 5/1B'Elw 7/1'SS E[eo q10 S1e21 q12 Sleel %12 Sled MULLION CAP.,,�,,,,E qrq�ofTypo; 3116'Ebo Ulirecon ifi'Eko UlUanm �� 7118'Eko Ul4acon� 7(E•Eko 11WaCa1 ����a a���o� ayq�ec�ior earcw(os>screw(c5� s�rew�cs) USE THIS FORMULATO OBTAIN THE'ANCHOR Anchor Cllp PaCems CAPACITY REQUIRED"CORRESPONDING TO AN Edpa[Fslarce(h): P 1-17 f' 2•trr sire• 7• zarr r 2•trr r a�va- r o ae� n5s• n.a2a• qCTUAL PRESSURE REOUIREMENT FOR THE Emtedment(mY �•y<' t-y<' t•v�' i•y�' z' �-uti' t-v�' t-v<' t•va' i-va' t-t/d• �' ��' �'�B �' OFENING,WHENITISLOWERTHANTHEMULLION pAmtiof�g5'MInO.C./(2�2�5AnqfeCUpsl(Fq.7): 390Ns 3Borov <C�olos lWIDa 77ooroa Y7olbn YBOIDs 3591M 7�OWs JI�IDs 7lilron e7olos 941w> 9a��' �ro° CAPACITY FROMTHETABL OFTHESELECTED ' 1 Arohas�9S'Min.OG./R)�6 Mgla CtiPs 1(Fip.$ 7801hs 78016s 790 ms t8701Ds 2515 Ws 510 Ns 3BO IW WA 11201ho 74fi IM E80 Ibs 10ff1 ICs 68�ibs BBS lbs 1120�s � � eA�xhas�Y.71'MIrtO.C./(212�5ANIeWDs�(Fq.7f 11201bs 11201bs BCiOW ?24BIbs 22541b: WA 860i�s WA 14591Da WA -fl101ba WA 10Y2fOs _13t71W ���' CAPACITYWHICHMAY EUSED70QUALIFY - ADDITIONAL ANCHOA OPTIONS FROM THE ANCNOR CAPACITV TABLE. vaOtwCC eswSG� as co,nplying.viih�nFluida FIGURE i: TABLE NOTES: �tuilamg Code 16�OZ1S O a��M�,�o r�o 3 �� 1)SEE SHEET 1 FOR INSTRUCTIONS ON 1151NG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. E�iallon Dalc ZOZ) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. u�� � Miem' do Pmdiq 2)LINFAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 13 ALLOWABLE. , FIGURE 2: � � ' 3}MULLION AND MULLIQN CL'IPS SHOWN ARE NOT TO SCALE FOR E%ACT OIMENSIONS,SEE SHEETS 21-23. \����.\�\.YIdN/�;�j�!�i l/ � � � � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 27-23. 125° -45`� , \C . C-;, - FIGURES SHOW SUGGESTED,APPROXIMA7E HOLE LOCATIONS. �,'\ ..��f{'rJ S,c 2 4)S U B S T R A T E S:C O N C R E T E S H A L L C O N F O R M T O A C I 3 0 1 S P E C I F IC AT IONS.HOLLOW AND GROUT-FILLED 3.250' _ , No.:�fl'�� FlGURE 3t CONCRETH BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GBD.WOOD SHALL BE PRESSUR�-TREATE� __ . YEILOW SOUTHERN PINE W ITH AN SG OF 0.55.ALUMINUA7 SHALL BE 6063T5 AND BE A MINIMUM OF 12� �,/ �Y�"� � � � � THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.DA5'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �"Cl,'�` "� $ �6 . ��/� L�� [ If� /'^ LEAST 125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND M��BaN %� J7'r•l'���� �� THE MAT£RIAL.#t0 ANCHORS INTO WOOD MAY BE STEEL,1&8 5.5.OR 410 S.S. '.�/� ' /'1,pR\V� �Cj•� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '/��S,�Sj ��� �'�`'�� A.LYNNiM1�.LER:P.E. FL P.E.#58705 --- - - -- - - - - - - - --- - - - -- - --- - - -- - - - - - - - -- - - �1 -_ - ---- --- -- - - ti�.oao•� f--�.zsa•--i e�� � YJ -1 �.000^ I` --� �.a�� r ���� � - �--t.2ss•� ��g� LL �{ i.000• f'- -y �.aoo- f--- � ° � . ,� n� 7� 125' r � � 2.750' 125 3.125• 125' 3.188• I �Y � 2.750' 726' 125• 125' 2.000' 2.000' 2.116' N I .265' - � � .125' L -l. 850' .125' Z �N rc � .375" .375. 1 -500' O H � � � � T .900' � J W 1'X2'X.125'MULLION 1'X2'X.375'MULLION '1'X2.75'X.376•AIULLION 1'X2.75'X.850'MLALION 1'X3.125'X.5'MULLION 125'X3.188'X26SMULLION 126'X2.1�'X.125'MULLION � _ 606&TB ALUM. 8063•TB ALUM. 6069-T6 ALUM. 808&T8 ALUM. 8083-T61LLUM. 8063•T6 ALUM. 6069-TB AIUNL �d � XSECTION X•SEGTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION W� � �� � � Z M � i�l f--.125' -}-I r-.125' -"I f�-725' ~ � � -�i � I I TABLE A Z W� m � I � � 2X5 ANGLE CLIP � STANDARD CLIP � 6083-T6 AlUM1. DimB11810I1 V�IUB(iIl) FOf MUIIIOII: � ��' � �W I 6063-TBALUM. � � � Z-� X-SECTION z'�2s 2.000' XSECTION A 1.825 J p.o u Z U-CLIP 7'X 2'X.1 2 g Q .7 " v � � 608&TB ALUM. I .125' a 2-� I- U `- 125' X-5ECTION I Aluminun Z Q rn o L C 0.896 Tube Mulllon Q OZ Z N `' D 0.740 � Q� a+o�o � 125'�I.740"I-- A 7.125 1'X2°X.37b" W p y B � -�I 5.5D0' B 2.4 0 M1 Aluninum a ? � y CIfrHERETO •375' � �S.COD'----� C �'� lLbeAAIlIIf0I1 V Q � .3 7 5• 3.725'-y CREA7EFCL�.SEE rMIN. � .3 7 5'M�ry, � D 0.490 Q_� O O M I N. � DETAILF,SNEET4 � .3as"MIN. A 1•87 5 a� ��O�,O r-�-----� r-------� �--- "--------------- B 3.000 1'X2.7S°X ��� m �� a' U-CLIP A F--------__ .�, o o'��� L_ _____J � L-------J � A � 8063-76ALUM, `- -----'---------- 2X5ANGLECLIP C 0.757 .375A11IR1111Ufi1 TOPNEW 8083-TOALUM. p ���8 Tub0MU1110(1 TOPVIEW � �� STANDARDCLIP CENTEROFANCHORHOLEMUSTLIEWfTHINTHE E .450MIf1. BOB3-T6 ALUM. DASHED BOUNDARY.SEE SHEE7S St7 FOR THE q 7.312 �•X 2.76'X CENTFR OF ANCHOR HDLE MUST LIE 70PVIEW C£NTER OF ANCHOR ANCHOft O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHE�BOUNDARY SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR OIAA7ETER+1/78• B 3.000 .850� SHEETS b17 FOR THE ANCHOR O.C. WITHIN THE�ASHED DISTANCE.MAXIMUMANCHORHOLE BOUN�ARY.SEE C 0.478 Aluminum DIMIETER:ANCHOR DV�METER�1/16' SMEETS S•17 FORTHE D 0.836 7ube M�Ilofl �cHoa o.c. TABLE B �ISTANCE.MN(UAUM PGTPBIt# a Z'� SAODULTAGVlS� ANCHOR HOLE 1°X3.125 X Muil Dlmonslon(aheet�F) B 2.837 avcomplyi �.su.moslanlf. - 5.500° � .376' DIAMETER:ANCNOR Mulllon Std.Clip OBset Clip U-Clip Angle Clip .500°Alum e„�ia��8 a� .375' M�N• DIAME7ER+�/16' C 0.883 TUbe Mull A<cep�m�wNo��'D21a,D'j MIN. 1"X2"X 726°(b) 66605 866113M 6661118M 866243M 6fi6511M D 1.137 nireu uare �2! r____ ______y____________� 1"X2"X.375" 6 686D06 666114M 6661119M 688244M 868512M () A 2.825 ny . � � 1"X 2.75"X.375"(n 66807 868115M 6687120M fi68245M 666513M g 3�Z 1.25°X3.188' M� pcdo rroduM i i X.?BS'Alum j i � 7"X2.75"X.650"(8) 66G08 666116M 6681121M 666246M 666514M C 0.862 7�pe Mull `,.'`\��YNPI:;.;������� i i B D 1.782 � - �--- � � 1•'X3.126"X.600"(8) 66837M 6687116M 6661114M 668242M 666515M : +T��•' �I�S� ���' �: I i I I 1.28°X 2.11'X ;`\ • �)� ' y � 1.25"X3.188"X.285' 12 fifi641M 6881117M 6661113M 888241M �66518M • • i i i i ( ) A 7.873 121"Al�an � '� '�• ' �--------' '- ------� 547�•� � I 1.28"X2.11"X.125'(18) 89370 WA WA WA 866517M 7UbeMull �-��'<. Wo. a �_ _: � � � :a_ : Lt.- OFFSET CLIP NOTES; L L�J-: .125' C 6�3•T6 ALUM. �.� • �'� �V !f r f' � � TOPV�EIv �)HOLES 70 BE DRILLED IN THE FIEl.O FOLLOWING DIMENSIONAI RESTRICTIONS GIVEN ON THIS SHEET �P ' ��A�� �:� .�ao•+-}--I %�^� Fi.oa�o!'�� C?;' 4 ,'{`,' A* �`. 2)SEE SHEETS 5-2D FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCFIOR O.C.DISTANCE. �'i��S�S/�, � ` �`��' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A LFL�.�#587015 E �»{ taao• I-- _-I i.oao• � �.osz•-�� � �ao• e�� � R .063' .385' rC � E � �� � .082. 125' -«�I--.125' ��� a .062, � �o�o 439' � I � � Q a� w 4.000' � 't25�STANDAF2DCLIP 2�25� SY U 4.000" 4.00D" 2�z 5• 2.000' 6063-TBALUM. I 2.000' 2X5ANGLEGLIP �i X.9ECTION U�CLIP 6064-T6 AWM. 125' 8083-T6 ALUM. N I � X�SECiION 725" 125" XSECTION 5 0] 125' 125' Z �N� N 031" -- r � 125'J � �25 � � CENTER OF ANCHOR HQLE MUST LIE WITHIN THE � W .375' ��� .375' DASHED 8011NDARY.SEE SHEETS b20 FOR THE � S AtJC}iOR O.C.DISTANCE MA%IMUM ANCHOR � �� � -f � � HOLE OIAMETER:ANCHOR DIAMETER�1116' - W � o O 1'X4'X.125' t'%4'X.375' 1'X4'X.375" MULLION ' MULLION 'T-MULLION 5�a• -CUTHERETO 5.000'- 3�5• F Q � J 6063-T6 ALUM. 6063-T6 ALUM. 8063-TB ALUM. 375. 3.125'-� CREATE F-CLIP,SEE '37� ��MIN. � J X�SECTION X-S E C T I O N %S E C T I O N MIN. j D E f A 1 L F,5 H E E T 4 � 1 Z � 1.250' .375' z W= � � r_______.� I r_______� CENTEROF �_________ _ _______i .37u � Q,�° � �W 1250' 7250' � � � � ANCHORHOLE j I M�N• � ,� �Z I I I 1 � MUSTLIEWITHIN 1 � ¢ a � I I I I I THEDASHED � r � � � � � F 60UNDARY SEE � j z V Q a1 O f� SHEET55-20FOR i i Q � Z N 2.875'� � --- � I � --- I � THE ANCIiOR O.C. F i --- - ---� rY I- Q mo s� I I I � F I DIST/WCE. � � � � 3.84' � I � � 1 � 1 I I MAXIMUM � � O w o c" 3250' 3.250' I i I i I ANCHOR HOLE � � a J Y � I I I I I DIAMETER: � � F J � � 100' .100' 7OO' L � � ___� ANCHOR �_______ __________� U � Q ------J I �---- DIAMETER+1116' Q...� � .� � .100' 624• 624' � L STANDAfiD CLIP U•CLIP 27C5ANOLE CLIP �� �i'O'a.,O BOB3-TfiALUM, o � � �� R� � -�� CENTEROFANCHORNOLEMUSTUE 6063�TBALUM. 8063-TBALUM. T�P��' o o�rc� --I .820' 1�-� -�-I .820° I�- --i -820" V�-- WITHINTHEDASHE�BOUNDARY.SEE 70PNEW TOPVIEW 1.25"X 325'X.100' 1.25'X 3.25'X.024' '1.25"X 3.94'X.824" SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT._ DISTANCE.rMXIMUMANCHORHOLE Dimanelon Valuo In MULLION MLILLION MULLION DIAME7ER:ANCHOR DWMETER+1l16' ( ) For Mulllon: Dimenslon Value(In) For Mulllon: 600ST5ALUM. 6DOST5ALUM. 6905-T6ALUM. .687 1 X4' F 1.838 1.25'X3.2S X-SECTION XSECTION X-SECTION G 1.000 125' G 0.500 X.624' H 2.680 Alunitxtm H �1.438 Aluminum -3.460' S.500"� � 3.000 Tube Mulllon I 3.250 lli6e Muillan 2.661" � .126° .375' .375' F 1187 1'X4'X F 2.625 7.25'X 9.94' '1.37T� 12 1.677" I MIN. ------1 G 0.757 .375' G 1.125 x.824' I r--- ---� �- H 2430 Ntminum H 1.500 Alumtnum �-,n,�UCTREVISf;D � i � 1 1 3.000 Tube&°T' I 7250 lUbe Mullbn .�ramplying with ihe Florida � I I I I I F 2250 1.25'X3.25' F 2.013 3D'Ba Mull Duilding Codc {��IS.Oj � 1 I I I O 0.750 X.100' F 2.875 45'Be Mull AcceptancclVo .�25" i i i i H 1.500 Alunimm P pimfi�nnme 2D21 125' 45' 2.2�° i I I I i � I 3250 T�e Mullbn bY 30' ' � � I i H I I I I I I Miem D�c I�oQuct 3250'45•BAY MULLION I 3250" I I i 1 TABLE D � ' � 30'BAYMULLION 6Dfi&T6ALUfA. 1 �._______� i �_ -� 61UIIOImen�on PGTPertq \�\a `Y���.� �t�� �//�� 6063-T6ALUM. I X-SECTION �sheetG) Mullion SW.CiIp OflcetCOp U-0Ilp M0IeC1Ip `�� p ! • <<C/� �� X-SECTION I i'X4'X.125'(10) 88384 888111M 6881122M 686241M 688518M =�5��.-•'��GG�Sr 't� G OFFSET CLIP � r I .125' � fi06&TBALUM. t'Xd'X.375'(17) 86810 668112M 6681123M 666242M 888579M ._ �;; ra"�0� � 7 ` .228°J r-.907'� TOPVIEW 1'Xd•X.375"T(17) 66659 6fi8112M 6661123M 666242M 686518M ' C10.� A�' = 22B" �-.981'y� _ p � ' NOTES: .7A0° - y,y� ° Y._ � 1.25 X325'X.100'(13) 20160 888fl27M 6681124M 6662410M 8667115M '�•/rAI� I : ul" i J HOLES TO BE DRILLED IN THE F1H.D FOLLOWING DUAENSIONAL RESTRICTIONS GNEN ON THIS SHEET 1.25 X3.25•X.624'(14) 20187 888712BM 8687125M 8602471M 88651'16M � � . 'I�a4�`r� �(/� 1.25'X3.86'X.87A'(15) 20162 8881717M 8687128M 86624fM 686517M �'A �. 1 � .' \: 2)SEE SHEETS rr20 FOR SUGGESTED,APPROXIMATE HOIE LOCA710NS. 30 Degree(19) 86649 WA WA NIA 66851'IOM ''��'n�' r������ C\���`� 46Degrea{20) 66850 WA WA WA 6665711M �iiSsl 11�a��<� � 3)SEE 8HEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYN,����4ER;�.E. FL P.E. 59705 - --- --- -- - -- --- ----- -- - - - -- --- _ - --- ----- --- - - -- - ----- - --- - -- - -- ---TABLEE -- - ---��ti � Mu1lDlmenslon PGTPart� � r� }.,�� _ (sheet#) Mulllon Std.Cllp U-Clip Angle Cllp �r^12s I ��---.125 C� 5 T{�125' ��o� ¢ 2"X4'X.25'(18) 86602 666261M 886271M 8665112M rI m o 2"X6"X25"(1� 86694 666262M 66627TM 6665113M � � STANDARDCLIP � U-CLIP I 2X5ANGLECl1P ��°" w 6063�T6ALUM. 6063-T6AWM 8083-TBALUM. o= $ v 2.000' I X-9ECTION 2-�25� X-SECTION 2,000" X-SECTION d NOTES 1)HOLES 70 BE DRILLED IN THE FIELD FOLLOWING � 125' I 125' 125' g� f� DIMENStONlLL RESTRICTIONS GIVEN ON THIS SHEEf � O '^N� F 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I--1.490'--�I � W HOLE LOCATIONS. 7,490" � 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j = ��, 5.500'� g �� tA ' Cl1THERETO 5.000' 375^ W � 08 � 3.500'� ��TE��P� ,376' � �MIN. m Z m 2.000' .375" 'e � SEE�ETAILF. I MW �Y ,37g F � � J MIN. � SHEEfA J � Z � _____ ______ ________ _ _- . �___ I � _ �_____________________� Z W i �, � i I i I I i I � �e � �W � � i i Q a� �� v 4.000' � � � � I � L- � � -i-- --- --1- 3.438' � t 3.438" `o I- U 250' 2'X4'X.25' I I � _ -_� Z � a N MULLIDN � � 3.438' I � Q Z z � o I I I I ~ Q �0 m�-- 60D3-TB ALUM. Z� XSECTION i I � � ! .375" � B o � � � �---------------------� MIN. LLf Q _ L_ ____'_ __--_' _--__J __ __ � j 3 � STANDARDCLIP l}CLIP,60fi3-TBALUM. 2X5ANGLECLIP Q `� 4 O � CENTER OF ANCHOR HOLE MUST LIE 6063-T8 ALUM. SED FOR 2'X 4'MULLION,SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 606�-TB ALUA1. p.� Z !n (n .250' WITHIN THE DASHED BOUNDMY.SEE TOPVIEW WITHIN THE DASHED BOUNOARY.SEE TOPVIEW �g� �O� SHEETS 5•2tl FORTFiE Ah1CHOR O.C. TOPVIEW SHEETS S20 FORTHE ANCHOR O.C. m y &� 2 Q,' DISTANCE.MAXIMUMANCHOR HOLE CENTER OFANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE $ y �°��'� DNMETER:ANCHOR�IAMETER*1/18' WITHIN THE DASHED BOUNDPRY.3EE DIAMETER:/WCHOR DIAMEfER a 1/18' SHEETS 5-20 FOR THE ANCHOR O.C. 6.600' DISTANCE.MAXIMUM ANCHOR HOLE CUfHERETO DIAMETER:ANCHORDIAMETER+1/16' S.000' �-•--2.000'--� .375' 3.�0"-� CREATE F-CLIP. .375' �__.375' MIN. � � �_SEEOETAILF, �MIN. � MIN. SHEE74 .375° �----- -- ----- --------, -- -- ---------- � f----------- l 1 I � � I I I � � I !'dL'UUCT Rf VISCD j I I j j n�complying�vilhlLoFlorida I I I i I l9uildingCode I�O 1$.03 i i � n�re���,�r� 2 i i ' � e„��ai�a,nn� 2oZ) i i i i I I j i pY 250• 6.000" �C -j- T- --j- 4.688" � t 5.438' � �--------i Mlan �roducl' ��tlllllr/ j I I 5.-0°i8' I 5.438' � I �� �� ' �� �i I 1 � � ; t�n ,. ... /(� /�� i i i i i i . �'� ��cEris<•'�'•-Fn : z•xs•x.zs i i i � � �r.' . MULLION i I - 8089•T6ALUM I I I � � _ Ro.58705 _ �'n ! X-SECTION � j � i I • ' - .375" - � . �. i � �------------� MIN. '- . �. `- --- --I -- --------' -- - ----� '�� � � �� . R-- ;'�) . N -.I.U� � O' S'Ih'E F . `V: STANDARDCLIPL U-CLIP 2XSANGLECLIP i�� •.�'<OR1P?'.'� \�� 250" 8083TBALUM. i, C���If\�_ � 0003•TOALUM. 6063TBALUM. ��/���5/ E��\�� TOPVIEW USEDFOR2'XB•MULLION.SHEETI7 TOPVIEW ��+ i�\��� 70PvtEw A.LYI��S hAILLER.P.E. � FL P.E.#58705 �- ,. EXAMPLE i:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWM TO BE WOOD ON ALL FOUR SIDES.THE WIN�OW FRM7E DEPTH IS 2-'I14'THE OPENING REQUIRES A DESIGN PRESSURE OF+60,01-80.0 PSF ��{{ NOANCHORSINHEAD 'I)INITIALLYASSUMINGTHATAI"WIDEMULLIONISSUITABLE.THEMULLIONLENGTH1572'ANOTHEOPENINGtMOTH1532'r32+7^�g•,REFERENGWGSHEET25,THECOLUMNU8ING ���,N ai ---� . RECTANGULAR IOADING MUST BE USED.SCAN THE MULl10N TABLES FOR A MULLION THAT IS AT LEAST iHE WINDOW PRAME DEPTH OF 2-1l4'AND WILL MEET OR EXCEED THE REQUIRED '�+� 5 DESIGN PRESSURE OP�60.0/-60.0 PSF.IF THE TA6LE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT INiGER SIZE AVlilLABLE. ��� ¢ \ ��°t"O �-5eE `SEE FROA4 TABLE 3A,SHEET 7,THE 1'X 2.7;i X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEFi}I REQUIRED,HOWEVER THE DESIGN PRESSURE IS+b58.3 PSF AND WOULD �o�o � FENESTRA7��N �ETni�s. NOT BE SUfTABLE FOR THIS MPLICA710N. ppODUCT'3 SHE6TS �Y � � �PR��� 2� FROM TAOLE 4A,SHEE7 8,THE 7'X 2.75"X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXGEEDSTFIE REQUIREMENTS FOR THE � LL \ 7Z- OPENINO AND MAY BE USE�IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. N MUlL10N b �1 LENGTH 2)USE TABLE EB TO FIN�7HE ANCHOft TYPE,ANCHOR QUANTITY AND CLIP 7YPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)A72 ANCHORS M1D THE 2X5 ��� Q Q ANGLE CL1PS WITH(4)qi2 ANCFIORS HAVE A CAPACITY OF 885 IBS.THOUGH ERHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z ��� � �/ oE7aE S, 3)VERIFY 7HE DESIGN PRESSURE OF TNE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUC7S,WILL � W SHEeis APPLY TO THE OVERALL ASSEPABLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MLJLLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE � W Z'� INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENES7RATION PROOUCT3 TO MULLION. g �� fn �___ IN THIS EXAMPLE,THE DESION PRESSURE REQUIRED WAS+l-60.0 PSF.THE OVERAIL h1ULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 836 LBS.ALTERNATIVELY, W o� � NO ANCHDRS IN WIPIDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMUTA COULD HAVE BEEN USED TO CAICULATE THE ANCHOR CAPACITY REQUIREO FOR THE EXACT DESIGN PRESSURE OF 60 PSF � � � 32' 32' p6 L85 ~ J � MULL WIDTH (60 PSF)X( )=524.9 LBS (MAY BE USED TO QUALIFY i�10 STEEL SCREWS FROM 7ABLE 4B) � � 7 OPENING WIDiH 72.7 PSF z Z m � � THE-DUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS ANO USES A CONCRETE HEADERAND SILL.THE WINDOW FRAME�EPTH IS 2-3IB'THE OPENING REQUIRES A � �, M � DESIGN PRESSURE OF+50.01-55.0 PSF. � mZ ¢ r v FOR THE VERTICAL MULLION: ~ Q N o 1j INITIALLY ASSUMING THAT A 1'WIOE MUILION IS SUITABLE,7HE A7ULLION LENG'fH IS 32'+72'+1'=105'AND THE OPENING WIDTH 1536'+3fi'+1'�73".REPERENCING SHEET 25, ¢ Z `- THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT ISAT LEAST THE WINDOW FRAME DEPTH OF 2•31B'AND WILL � �m �o s MEET OR EXCEED THE REQUIRED OESI6N PRESSURE OF+50.0l-55.0 PSF IF THE TABLE DOES NOT SHOW 7HE E7(ACT SIZE,USET}IE NEXT LARGER SIZE AVAILABLE. � J r7�i o EXAMPLE 2 MULTIPLE h1l1LLIONS � W d FROM TABLE 3A,SHEET 7,7HE 1'X 2.75'X.375'MULLION(LENGTH=108',OPENiNG WIDTFI=60�MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF � � � � MULLNADTH--I f-- AND WOULD NOT BE SUIiABLE FOR THIS MPLICATION. � FROM TABLE 12A,SHEET'10,THE 2'X 4°X.250'MULLION(LENG7N=108",OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a � Z N � SEE FOR THE OPENING AND MAY BE USED lN THIS APPLICATION.NOTE THEANCHOR CAPACITY REQUIRED OF 971 LBS. g� ��mO� DETAILS. �i � �o j 32� FENES7RATION SHEE7S BECAUSE R IS NOW KNONlN THAT THE MULLION WILL ADD Y TO THE WIDTH OF THE MULLEO UNIT.THE ADJUSTED OPENING WIDTH IS 3G*36'+2=74',NOT 73'AS PREVIOUSLY $ a��� PROOUCTS Za ASSUMEO_VERIFY THAT 7HE OESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENINO.ALTERNATNELY,THE N7NDOW WIDTHS MAY BE REDUCED TO MAINTAIN I nrpRova.� �- THE73'DIMENSION(35-1l2'+35-U2'+Y=73�. 11 � � j 2)USE TABLE 12B TO FIND THE AIJCNOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTR4TE.IN THIS EXAMPLE,ASSUME 7HE POURED ��i1�� � CONCRETE HEADER AND SILL ARE 8'WIDE IF THE MULLION CLIP WERE TO BE CENTERED VNTHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MUL�ION� - USING THE STAN�ARD CLIP WITH(6)3118'ULTRACON ANCHOR8 AT AN EDGE DISTANCE OF 2-'112'GIVES Ml ANCHOR CAPACITY OF 1050 L8S WHICH IS GREAiER,AND IENGTH �SEE �SEE THEREFORE SUITA6LE,FOR THE REQUIRED ANCHOR CAPACI7Y OF 971 LBS. • a DETAILS, OETAILE, FORTHEHORIZONTAIMULIIONS: OPEN�NG SHEE7S2•3 SHEET3 - NEIGHf BECAUSE THE VERTICAL MULL WILL BE AY X 4'X 250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORI7ANTAL AND VERTICAL MULLIONS,AITERNATIVELY,AfJOTHER F� A7ULLION TYPE CAULD BE CHOSEN. F10RIZ. // �/ PRQDUCT IIEVtS6D MULUON�Z ascnmplyin�widttlwFlori� 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT lS 32'+72•f2"=706'REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALlfRIANGULAFi LOADING MAY BE p�����ing C.ode USED.FROPA TABLE 12A,SHEET 18,THE 2'X 4"X 250'MULLION(@ LENGTH=42",OPENING HEIGHT=720')HAS A DESIGN PRESSURE OF+l-170.0 PSF WHICH EXCEE0.S THE A��M�u�Ir0•OZJS•03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATIDN.NOTE THE ANCHOR CAPACITY REOUIRED OF 521 LBS. !i pimlion[hit 70Q� SEE oeraus, 2)USE TABLE 12B TO FIND THE ANCHOR 7YPE,MICHOR QU/WT1TY PND CLIP 7YPE REdUIRE�FOR THE CMU SUBSTRATE.iN THIS EXArdPLE,ASSUME THE CA7U JAMBS ARE 8' fiy SNEETS WIOE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN TME B',CARE MUST 6E TAKEN TO MAINI'AIN THE FASTENER'S EOGE DISTANCE.USING THE 27(5 ANGLE CLIPS VNTH Mia D�fe hodud 2� (4)3/18'ULTRACON ANCHORS AT hN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED ��1 I I i�� ANCHORCAPACITYOF52'ILBS. `�,�*C�.� 1.YNIV M�� �ij�/ 36',HOWL 35•,HOWz ( MULLLENGTH��MIAL LENOTH 4)FOR THE U-CLIP IN THE HORIZONTAL MULUON TO VERTICAL MULLION,USET}IE SAME ANCHOR CAPAGTY OF 527 LBS.TABLE 12B FOR THE U-CLIP SHOWS TNE A�CHOR ���`t•' LIG���'Se '•.�'P % CAPACITY IS 107A L&S WHEN USING 3 ANCFtORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRE-o ANCHOR CAPACITY REQUIREMENf OF 521 LBS.THE � �•' �OPENINGWID7HFORVERTfCALMULL ANCHORTYPEISANI2STEELSCF2EW. - '�� '�`'� ido.!i3"705 FROM THE ABOVE STEPS,OUR MULl1ON OESIGN PRESSURE I5: _ /�' ' '- +h64.7 PSF FROM THE VERTICAL MULLION; - �� "`�� I,�j.: �X H-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; -�C1 • �u' •l-170,0 PSF FROMTHE 36"HORIZONTAL MUWON ATTACH W6T0 THE VEFiTICAL MULLION(INTERSECiION). -,(�•, S"A7F O� ;J`� THELOWESTDESIGNPRESSUREIS+/-64.7PSFANDWOULDAPPLY70ALLOFlHEMULLIONS. � �( FCO(210P' ���;: VERIFY THE DESION PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,7HE LOWER DESIGN PRESSURE,OF MULLJONS OR FENESTRATION /���SS��N���e��� PRODUCTS,WILL APPLY TO hIE OVERALL ASSEMBLY FINAI DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION ANO THE FENESTRATION PRODUCT BE INSTALLEp IN A.LY�JI,MILL��,P.E. ACCORDANCE WITH THE INSTAUATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRO�UCTS TO MULLIOU. FL P.E.1G 50705 a EXAMPLESOFRECTAN6ULARLOADING: EXAMPLESOFTRAPEZOIDAL/TRIANGULARLOADW� �'� � r i ���� � . I PW Pw �s$� o PW � oZ � � - - - -- - - I .. � LL � � � � � - ---- — — N SWOFI SWDH SFUDH SHIOH � PW PW � ���m ~ $N rc W Q u 4 t�i ; � � w i � � � � �% � �' � � i i oo i / , � W o� o LOADING OF VERTIC/1L MULlION LOAOING OF VERTICAL MULLION � / / m SILLOF WINDOWS NOT ANCHORED W�lH INTERSECTING HORIZONTAL MULLIONS i � � / / _ � � � � HINGED � � i � � DOOR � _ _ � � � � S� _ -__ _ z iq � �� � �� � LOADING OF VERTICAL MULLION � - Pw � LOADINO OF HORI20NTAL MULLION � W o .- Z J � LOA�INGOFHORIZONTAIMULLION d d � '^ -� � � �" � PW � I Q � y � o N / rop � - - - - � PW PW pW � (��i � �� �� / � � � 0 � � � I - - - - SHIOH SHlDH � SH/DH SHIDH � V J Z O O Q L�l Q U � L� / ; �s m o so � � i / / / � � swoH � � � &��a _ ' /- / / � / � , LOADINO OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION � SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAI MULLION � � � pyy PW � HR I I - � LOADING OF(2)HORIZONTAI-MULLIONS LOADING OF HOWZONTAL MULLION LOADING OF HORIZONTAL I MULLION 1 P I HINGED I NOTES: ;�itGi1UCT ItEV15ED DQOR Pw _- PW � ascomplYingaiih�haFlaide - - � 7)DRAWINGSARE l3uildingCoda I -" - RERESENTATIONSOFTYPICAL nc�eManceP7a p3 � PW CONFIGURATIONS. F. im�i Date Zp21 j CONFIGURATIONS NOT SHOWN � � � � � � � � � MAY BE EXTRAPOLATED FROM Hi�un' PmduU 0 o i i / / THOSE SHOWN. I � - � 2)IF THE LOADINa TYPE CANNOT \����i,.� �YNN qq����i� � �� � BE DETERMINED,USE :��+P ' �!F % PW � / Pw RECTANGULARLOADING. \�`� •�tGFI�1Se •�•Q t'i Pw I % 3)SEE PRODUCTS'APPROVAL FOR ' ���: � � � / _ No.:�UfO.'i _ � ACTUALANCHORLOCATIONS. _ �_ _ LOAOING OF VERTICAI MULLION LOAOING OF VERTICAL MULLION � � a � �.O�'•Yl' c�] �L 6 r r f; PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCNORED WITH INTERSECTING HORI20NTAl MULLIONS j � SGD �:C��, 5T�17fl Ot '��-t � _ _ �":' i -.�C !`�oatv'..,••C�= � ��,��`�S�`� ��";�•; I � LOADWG OF VERTICAL LOADINGOF HORIZONTAL A.GYNN�ti��B�'d.E. � MULLION MULLION FL P.E.#58705 �,