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HomeMy WebLinkAbout16-17921 % � CITY OF ZEPHYRHILLS I 5335-8TH STREET �� (813)780-0020 �79 � 'I BUILDING PERMIT � PERMIT INFORMATION � LOCATION INFORMATI�N �' Permit Number: 17921 Address: 38124 NORTH AVE Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: �` Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS ' Es�. Value: Parcel Number: 11-26-21-0010-00300-01A0 Improv. Cost: 40,000.00 OWNER INFORMATION Date'Issued: 11/29/2016 Name: K& K GLASS INC � Total Fees: 497.50 Address: 5938 7TH ST Amount Paid: 497.50 ZEPHYRHILLS, FL 33542 Date Paid: 11/29/2016 Phone: 813-783-1169 Wor,k Desc: REMODEL INTERIOR/ADD WINDOWS CONTRACTOR S APPLICATION FEES BOBBY E. HILTON CONST INC BUILDING FEE 352.50 MARTIN�ELECTRIC ELECTRICAL FEE 60.00 BAHR'S PROPANE GAS &A/C, INC. FIRE PLAN REVIEW FEES 25.00 . ,; MECHANICAL FEE 60.00 il ' — ���C �1 �, l � � ; a � Ins ections Re uired FOOTER � 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. n 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB�I SHEATHING MISC. MISC. CONSTRU�CTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or 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. "Wari�ing 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 pertormed in accordance with � City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. � NO OCCUPANCY BEFORE C.O. � ��� CONT CTOR SI NATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED � PROTECT CARD FROM WEATHER I �' � . , � 813-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021 � • Bu3Jdirtg DepartmenE ;, . Date Received , Phane Contact�.for Fermtttln �,/� _ �f� �� (��� Owner's Name �� �5 �AN ��'N 4wner Pha»s Numbes ��'���� Owner's Addr�ss ��{3� �?� �I. Z Q��(�S Owner Phane Number � � h� �Fee Slmple 7lkleholder Name � �� Owner Phone Number � a Fee Stmple Titleholder Address - s JOBADDRESS S��a�� �'�1'1 A� Z � (�N���`� ��� 33�Sya LOT# �_�_� i . sueo�visiaN� � � PAFtCEL ID# t �'a6-�1-cxsl o-c�e3�-�r Aa� fJ'�c .:o� /e �� (OBTAINED FROM PROPER7YTA7CNOTICE) WORK PROP�SED NEw CONSTR ADD/AI.T � StGN- Q - Q pEMOI.ISH � � INSTAL� 8 REFAIR I PROPOSED USE ..Q SFR Q GOMM � {�THEFt TYPE OF CON3TRUC710N Q BI.00K ` [,� FRAME �] STEEt, �] DESCRIPTIOId OF WORK �T����IC ��/�tccEprp� ��/ ,�,y�'.�-1,�,S BUi`LDING St E ����r' � SQ FOOTAGE �� . HEIGH7 j�l�-_� , , ' �$U��'�l��' � �/p�L,a,�o,`�"' VALUATION CIF TOTAL CONSTRUCTION QEl.E�TRiCA� $ AMP SERVICE PROGRES$ENERGY W.R.E.C. � . � � QPi.tIMBING $ - �� I� �f `(A,, L� � ' ,ati�5 / �� ^J�"t7�.L'1 � )(�,j l.r', ; QMECHANICAL $ VALUA'i'IQN t}F MECHANiCAt lNSTAL�ATICFitii � •, I � - 2...��-pl�, j QGAS � F20QFING Q SPECIA�'iY � OTHEFi ' FINISHED FLOOR EI.EVATIONS FLOOD ZONE AREA [�YES NO � �'{������ ����� r �' � ��������� r U2�.. _ _ �utLDER � � ��- r�COMPAt�tr �ob N��'��v Gc�„�urt'i o�v �.vG. SIGNATURE � REGISTERED Y/ FEE C41RRE� Y/N Address �ICI�o� C'��� JQj/'E'.N ��, ^��l�+'(,(5 , LiCense# G(�G��%�7oZS � . , �, �t�� . , EI.ECTR1CtAN . . ' °"�'r ������_.—�_�_ COMPA�tY �•''-�.�1 r�� �. SIGNATURE � REGI$TERED Y/ N �cutt�ten Y/N , �d�ress �� ��:��� "� ��_� % _ C_'-�:�' ucense# �G/�C�c�/�,�-�?- � � � , PLt!!U'�BEE? COMP/WY - SIGNATURE • REGIBTERED Y/ N h'�cuRRen Y/N Address . License# � t��ct��wic�t. coMpa�nr �AcC� 3� Y�` � "��' SIGNATURE REGISTERED Y/ N h'EE cu�n Y/N . Address License# � � OTHER ' COMPA1�11Y SIGNA7URE � REGISTERED Y/ N FEe cuRRen Y/N i '�`� Address�; ` License# � . ( REBIDEN"flAt. , Attach{2}Plo#Plans,{2}sets of Bu3CdIng Plans;{1}set af Energy Foris3"s;R-Q W Permit for nsw construation, - ' Minimum,ten(10)working days after submittal date. Required onsite,ConsVuctlon Plans,Stomnwater Plans w/Slit Fence tnstalled, Santtary Facilides&1.dumpster Site Wark�Pertnit for subdtvisionsAarge projects COMMERCIAi. Attach{3}campiete sets of 8ulldtng Pians plus a E.ife Safety Page;{1}set af Enengy Forms.R-O W Ferm's#far new construc�##on. �- - - - � Mlnimum ten(10)working days after submittal date. Required onsite,Canstructian Plans,Stormwater Plans w/Silt Fence instaDed; - Sanftary Facilttlea&1 dumpster.Site Work Permit for ail new projects.All commercial requlrements must mest comppance ` SIGN PERMIT Attach{2}sets af Engi�eered Plans. _ - """PROPERTY SURVEY requfred for all NEW construction. _ Dtrectlons: � FIII out application completely. 4wnec&ContracMr stgn back of applicatlnn,notarized � if over�25II00.a Natice of Commencernent is requfred. (AlG upgrades over S750Q) " Agent(fa�the cantractor)or Power of Attomey(fitr-the owner).wpuld be someone with notarized letter ftom owner authorizing same OVER THE GOUNTER PERMtTRNG (Frant of Application Only)_-° ; Reroafs If shingles Sewers Seryice Upgrades.A`/C , Fences(PIoUSurvey/Fbotage) Drlveways-i3ot aver Counter if bn public roadways.:needs.ROW::r,; ,,,. �' � �, i y ;_ _ — N�TiCE OF DEED RESTRICTIONS: The underslgned under.�tands��th�t.this:p�rmif.may.be,subJect to"deed"restrlctlons" � which may be�more�rest�icttve than County regulations: 'The undersigned assumes re'spDnsibility for compliance with any appNcable deed restrictions. • UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has �hired a contractor or contractors to undertake work, they may be requlred.to�be:l(censed In accordance.with state.and•Iocal regulations. If the contractor ts not Ifcensed as required by law, both the owner and cont�actor may be cited for a misdemeanor violation � under state law. If the owner or intended=contracto� are uncertain as to what Iicensing.requirements may appiy��for the intended work, they are advised to contact the Pasco County Building.lnspectton Division—Llcensing Section at,727-847- 8008. Furthermore, tf the�owner has hired a contractor or contractors� he is advisad to have the contractor(s) sign portions of the "contractor Block" of this application for wrhich they wlil be responsible. if you� as.the owner sign as the ,� contractor, that tnay be an Indication that he ts not.properly Ilcensed and is not entiNed to permftting privileges in Pasco � County. - � TRANSPOR�TATION IMPACTIUTILITIES IMPACT AND RESOUItCE RECOVERY FEES: The undersigned understands ,_ � lhat Transportation Impact Feas and.Recourse-Recove.ry.Fees may�appiy�to:the consUuction of new buiid(ngs, change of use in existing buildings, or.expansion�of`existi�ig'6uildings� as speclfled.in Pasco County O�dinance,number 89-07 and 90-07, as amended. �he undersigned aiso wnderstands, that.such fees� as=may_be:dne,:wfll tie identifled at the time of permilting. It Is further understood that Transportation Impact Fees and Resource Recovsry Fees must be pald prior to receiving a°certificate of occupancy" or flnal power.-release. :I�the project�_does not involve a certificate of occupancy or finai power release, ihe fees must be paid prior to permit tssuance. F�rthermore;-if Pasco County 1Nater/Sewer Impact fees are due, they:must be�patd prior to permit�iss4ance-(n accordance with��applicable Pasco�County ordinances. ' CONSTRUCTION LIEtd LAW(Chapter 713� Flor�da Statutes�as amended�: If valuatlon of work Is$2,500.00 or more. I certify that i� #he applicant, have�been prov(ded with a copy of the "Florida Construction�.Llen Law—Homeowne�'s Protection Guide" prepared by the Florida Department of Agricuitnre and ConsumerAff�irs. If the applicant is someone � other than the"owne�", 1 certify that I h�ve,obtained a copy;of.the above..descrl�ed�focument°and.p.romise in..good faith to deliver it to the°owner"prior to�commencement. . CONTRACTOR'S10WNER°S AFFIDAVIT: I certiiy that.all the Informatfon in thl.s appllcation is accurate.and that all work will'be done in compliance with all.appl(cable laws regulating construction� zoning and.land devetopment. Application is heeeby made to obtain .a.permit to do work and Installatlon as ind[cefed:�� `I ceKffy that no work or instailation has commenced prior to Issuance of a permit and that.all work will be pertormed to meet standa�ds of ail laws �egulating- constructton, County and City codes, zoning regulatio.ns, and land development cegulattons in the jurisd(ctlon. I also certify that I understand that the regulatlons of other government agencies may�apply�to the intended work, and that it is my responsibility to ident(fy.what.actions 1 must take to be<in:.compllance: Such agencies Include but are.not Ilm(ted to: - Department of Environmental Protectton-Cypress.Bayheads, Wetland Areas and Envlronmentaily Sensitive Lands,WatedWastewater Treatment. ,,, - Southwest Florida Water Management :DisUict-Wells, Cypress. Bayheads; Wetiand Areas. Altering Watercourses. - Army Corps of EngineersSeaw�lis, Docks. Navlgatile Waterways. _ - Department of Health� 8 ReMabllitative Serv(ces/Environmenfal Health Uhlt Wells� Wastewrater Treatment, Septic Tanks. - - � _ - US Environmental Protection_/�gency-Asbestos abatement.-- - --- - -�--- -- — - ----- � Federal Aviation Aulhority-Runways. I understand that the following.restrictions apply to the use of flll: � - Use of fill is not allowed in Flood�Zone°V"unless expressly permitted. - - If the fill material (s to be used in �Flood Zone "A"� (t is understood that a drainage plan addressing a I °compensating volume" will be submitted at#ime of pecmitting which Is prepared by a professional engineer �i � iicensed by the State of Florida: - If ihe flli materiai is to be used in Flood Zone °A" (n>connec�ion�with:a pecmitted building using stem wall constructfon, I certify that fiil:wJll:be used oniy.to.fill the area within�the�stem•waH. - if fill material is to be used In any area,�I �certify that use of such flll will not adversely affect ad)acent properties. If use:of flll ls fot�nd to adversely-�ffect adJaEent-praperties�_the owner may be clted for viorating � the conditions of the building:permit issued•under the attached permit applicatlon, for lots less than one (1) acre which are elevated�by fill;an engineersd drainage plan is requtred. . . If i am the AGENT FOR THE OW�IER, I;.promise in good faith to inform the owner of the permitttng.condit(ons set forth In this affidavtt`prlor to commencing const�ctlon.;�i �nderstand that a-separate permit may be requtred for electncal work,. plumbing, sig�s, wetis� pools� air conditioNng,�,gas',--o� other install�tlons nok spec.fficaUy included-in:-the application. .A permft 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 provistons of the technlcal codes;�nor shali issuance�of a.permit.prevent the Bulidirig O�ictal from thereafter requiring a correctio�nf errors in plans, construction or vlolations of any codes: Every petmit Issued-shall become invalid uniess the work authorized:by such permlt--is.commenced�wlthin six months of permit issuance, or iF work authorized by the permtt is suspended or.abandoned for a perlod of�six{8)montf�s.aRer the#ime the�work��s commenced. An extenston - may be requested, in writing, from the�Building.Offlclal for a perlod�not=to exceed-nlnety(90) days and wili demonstrate justi�able cause for.�the extension: If work ceases for ninety(90)consecutive day.s,..the)ob�is:considered abandoned. WARNING TO OWNER: YOUR.FAILURE-TO.REC.ORQ A-.NOTIGE:OF COMMENCEMEMT�MAY RESUlT IN YOUR � PAYING TWICE FOR 1MPROVEMENT3�'O XOUtt PROPERTY. I�°YQU�IMTEND'�TO'OBTAIN•FII�FANEING;�CONSULT � 1NITH YOUR END O AN ATTORNEI�8 FORE-RECO � G�YOU �� � �C �:OF� �' E EN FLORIDA JURAT(F.S.-117:03) " , � _ OWNER OR AOENT - -- -- - --—-- - - -- —CONTRACTO � � / � . Subscrlbed and swom to(or afflrmed)betore me this Subscribed and' m to(o rmed)�b te e fhi� • • by . . . Who Is/are personally known to.me or has/have produced Who Is/are pers elly •to me or has/have produced " _ ae Identlflcatlqn. as idenBflcaGon. � c� Notery Public . BC� ".--� Notary Publlc Commisston No:"� Com s n� o,• '�'o��,, JACOU�LINE BOGE ;;, - �;.� ommissi = :;<; �x ires December 12,2018 Name of Notary typed,printed or stamped Name of Not ',,(�,° rin�A�d° � - -- J � ZE�H1�F2���.8�� �IRE �EP,A�T�E�T � , 38410 6th Ave Zephyrhills, FL 33542 � il FlRE �E�2V1�E USER FEES Occu�pancy No.: .' Pl�n Nv.: Contractor: ��3�> 1�,�� Business Narne: i��.g,��� w�',/�a� �a�MsrR.u��r,�•Y Billing Address: � Busin�ess Address: 3 4���- ('Z i%S ,�t t.r'N '�� ��t��,r �Cart r ra /�ri�' �3usin,ess Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Conta,�,ct: Contact: � FLAN REVIEW FEES tNSf►ECTIOtd ffES FERMtT fEE FAISE ALARM FEf �Site�Plan N/C Mnual N/C Sprinkler $5Q 1stAlarm N/C taiuftliFamilylCommercfat .0$sf 1sf Re-inspection idlC S#andpipes $50 2nd Pitarrn N1C (Minlmum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C �Plan�Revisfons DBL 3rd Re-lnspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $5p 5th Alarm $150 S�RINKLER SYSTEMS {Business closed unti! LP Gas $50 6th A#arm $20Q 'I �0-25 Heads $50 violations corrected} .i Natural Gas $50 NON COMPWWCE $150 26 p�us Heads $100 SPRIIdKLER SYSTEMS Fuel Tanks- pertank $5p � STAPiDPIPE SYSTEM Nydro Undergrounds $45 Sparkiers $100 �Per Riser $50 Hydrostatic Test $65 Rer system Fire Works $500 i �FIRE f'tlMP Accept�ttce Test $45 persystem Camp Fire $25 ' ' �Per Pump $100 Mydrant Flow $75 Controlled Bum $100 , FIREIALARM SYSTEM HoodlDuct $50 � 8 0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 nnnuai 26 pl�s Devices $70Q 8 System Acceptance $5Q Fire P�otection $25 SUPPRESSION SYS7EMS Reptt ACceptance $50 Flammable Application $50 ,r,onuai ' Wet $50 OTHER Waste Tire Storage $50 nnnua! . ', Dry $50 Fre Wa1tlSmoke Wait $15 per wan Generator{i(W $�d0 CO2 $5Q LP Gas $25 per tank Generator>30 KW 150 � Othe� $50 Nafurat Gas $25 persystem Bio-Hazard Waste $100 Annual KI7CHEN EXHAUBT Fumigation Tenting $50 �HoadlDucts $50 Tent'lOx10'orgreater $15 pertent TorchPotlApptied $50 OTHER Fire Pump $45 Haz.Materials $100 Mnual ( LP lns�allation per tank $54 Fire Sttppression $30 , Fuel Tank instaliation $50 System Acceptance �� �(Per Tank) $50 Exhausi Hood/Duct $30 i �Natu�I Gas instaliatian $50 8 Re-fispeC6on DBL � (�er System) (other than annual) ❑Sj3(3�t'$46U1 $50 �Inspection scheduled DBL and cancelled less than � I 24 hours Gonstruotion Insp. N/C I 8 Emergency Vehicle As $50 FALSE At.ARM ' � PLANSTOTAL� 1NSPEGTIONTOTAL� PERMITTOTAL.� 70TAL� � �,RAi�ID TOTAL I:�k , � a� Comments: � � N � Date: p 1//t��/Ga lnspectar: ,,,�'�� r r:.3-- � n�n i ` �— - I I. •p. E� � + I I; �M�M��e � .- ..� I' i�:�:='>�"��� '�' i �t r^3,�n,•� " ��' , il �y _ ' :;�` „�[.� .,` II F: I � '�"�.`.. . .�. , City of Zephyrlulls BUILDING PLAN REVIEW COMMENTS ' """7 � ( � j Contracto'rlHameowner: fi�� �+�j �`r'�>'�1 , Date Rece�'ved: ��� ��'� ��' Site: � `�� Z'Y 1,�U��t``!��`�_ � �� � � ...-- � ti Permit Type: ���/ t �i� ��i"�� -"'!t�Gr`V i . '� Approved w/na comments: Appraved withe below comments: O Denied wlthe below co�nents: ❑ ` � � i , � 4 Ii � i � ���� i � �C ' V I � � /l�� \ \ I � ������ , � � +. � � �r h � �� � _ This comn�nt shee 11 ept with the permit andlor plans. - � � i � � 1 I�alvin � ' ` ans Examiner ate Contractor a.ncilor�-Iomeowner (ReRuired when comments are present) ti i ! ' 1 i i iiiiii iiiii iii�i iiiii ii�ii�iiii iiiii i � ,� iiii iiiiiiiiii ii�i iiii 2016176189 � Rcpt:1813785 Rec: 10.00 DS: 0.00 IT: 0.00 Permit Number 11/07/2016 K. R. M. , Dpty C l erk � ParceIID Number PRULA 5 0'NEIL,Ph D PASCO CLERK & COMPTROLLER NOT�ICE OF COMMENCEMENT 11oR�K016 10:06amPG of 1 i �, State of;Florida ���� -�� i� I. - � County of 'THE-UNDERSIGNED hereby gives notice that improvements 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. ,��DPrSCfIPLIOII Of FIfOFIPrI�(IE9aI�P•SCIIPiIOII). CRYOFZEPMYRHO15PB7PG54LM7A8LOTS123b{6LOLK36NOR7N120FVAG1TFD16fHS7REETLYP1G50UTH�FSAMEPr�tRE50LUT10N383PERORJSiDPG1T58 a)Streget(job)Address: 38124 North Ave.,Zephyrhills,FL 33542 Parcel: 11-26-21-0010-00300-01A0/Alt Key:0274310 2.General desc�i tion of im rovements: Interior Remodel, Exterior Windows and Doors � P P 3.Owner Information or Lessee information if the Lessee contracted for the improvement: � a)Naine and add�ess: K8�K Glass,Inc., C/O Dan Knowlton,Pres/CE0 5838 7th St.,Zephyrhills,FL 33542 b)Na�e and address of fee simple titleholder(if different than Owner listed above) c)Interest in property: owner 4.Contractor Information a)Name and address: Bobby Hilton Construction 39942 Otis Allen Rd.,Zephyrhills,FL 33540 b)Telephone No.: (813)997-0515 Fax No.:(optional) S.Surety(if applicable,a copy of the payment bond is attached) a)Name and address: � b)Telq'ephone No.: c)Arriount of Bond: $ 6.Lende�r a)Na`m� e and address: t r b)Telephone No.: � 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.1N3(1)(a)7.,Florida Statutes: a)Name and address: Rob Kassabaum 37508 Church Ave., Dade City,FL 33525 b)Telephone No.: (352)3o2-1so1 Fax No.:(opbona() i� $.B.In atldition to himself or herself,Owner designates Bobby Hllton Of BobbyHOlonConstiuctlan388620tlsAllenRd.,Zephyrhllls,R33540 to receive a copy of the Lieno�s Notice as provided in Section 713.13(1)(b),Florida Statutes. R . . b)Phone Number of Person or entity designated 6y Owner. (813)997-0515 9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 ear from the date of recordin unless a different date is s eafied : ,20 WARNIN�G wNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSID ED I PROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR �� PAYING.�'TWI F R MP OVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON ;d THE JOB E OR THE FIRST fNSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO B RE C MMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. " - Unde � ' o perju ,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my k an elief. � • � Rob Kassabaum VP FGO/GM (5' ature Owner Lessee,or Owners or Lessee's(Authorized OfficedDirectodParfiedManager) � (Print Name and Provide Signatorys TitlelOffice) The f r goin instru ent was acknowledged before me this 7th day of� November ,20 16 by Roby Kassabau ag VP FGo/GM (type of authority,e.g.officer,trustee,attomey in fact) f0� Dan Knowlton ,eS Pres/CEO/Owner ' (Name of Person) (type of authority,...e.g.officer,trustee,attomey in fact) for K&K Glass, Inc. (name of party on behalf of whom instrument was executed). Personally Known Q✓ Produced ID -❑ ' ' , . Type of ID Notary Signature . � Print name Taylor B o� .�� , �' �P� TAYLOR BOUTHOT ,1 � G � MY COMMISSION#GG7527 EXPIRES:June29,2020 � '�,Fw��` XP �����@��,� �TA�'E OF FLORtDA,COUNTY OF PASCO �� m • :,� . �Q� THIS IS TG CERTIFY THAT THE FOREGOING IS A � TRUE AND CQRRECT COPY OF THE DOCUMENT �`�a • A ON FILE OR OF PUBLIC RECORD IN THIS OFFICE - � WITNES Y HAND AN. FFICIAL EAL THIS�. � °' InC�oQ�ve rust ' * DAY OF �G= =�.�,�"; • � PAU A S 'NEIL,CLE K& O ROLLER � 6 �� �� gY � PUTY CLERK � s887 ����OF E1.���0� � r o - � _� � � .. ��� � rF�i� i,��. � -�'� ` }"�i,a"�, " City of Zephyrhills ; BUILDING PLAN REVIEW COMMENTS I; Contractor/Homeowner: � �� �'Y1 i Date Re�eived: �C���'�r�r�7 � i/ r S1t0: �`�t�(2�"l�(�r=�j- �l-1�'- �, ..f ���� ` -� 1_ �/, � Permit Type: �I��l f����l'�,.G �G'�1 W��tGt'/�� � �,r Appraved vv/na comments:C�'�� Approved w/the below comments: ❑ Denied wlthe below camments: ❑ � � I; � � .��.t�' � ���� N������ , � �t�t ��p,M` � _ w ..,t�� ii � I� � � � � This comment sheet shall be kept wifih fihe pe�mit andlor plans. � � ��' � �� +...�..`� ��`J (����8 c..�i Gene Bra `wn—Fire Safety Officer Date Contractor andior Homeowner ' � �Required when comments are present} i; ' i `_ � � l; - - --- - .. ,; - - - - -- -� � - � -- - p ;:�,c>�.Nc�� - G�'� �� - - --- - � - � -- -- - - �' -- -- � ;, -� - - - - - - � - -. .. - - - - - - -- -- - I - - -- - � - - - - . . _ _ . � `' �,. '"�...�� �'��•����� � - _ .. .- - - - - � ` - - _ _.. � - - -- . � � s..:. �;� ._ _ :� : � �� . � I � PP.�-C�s�' (���� , � ► � � q � - � � - --- - � - - - - p � � � n a 0 - --� . ,� � tl _ � _ . _ - �1S�a1� Ne� �P����15� -�►,r,�`f"p� - - - ,. _ ,�,,,� � �� c�.���t� =�u k����1�g��� af�� � - Product Approval Submittal Sheet Application/Permit#: Building Address: 38124 North Ave. Owner: K&K Glass,Inc. Contractor: Bobby Hilton Const Ze h rhills FL 33542 Openings:Sliding Glass Doors, Exterior Swing Doors,Overhead Doors, Fixed Glass, Windows, Mullions,Skylights Pressure Product Approval Product Glass Attachment Approval Expiration Category Number/Seq# Model# or Type/Size Method Entity Date Mark# Qty D T Manufacturer Name Series 4034 FG 8 +60 -60 Oldcastle BE Panel Walls 17688.2 FG-3000 N/A 1" O.A. TMP Tapcon FL Reg P Code Chg 45"x 3 " 3068 Dr 2 +70 -70 Oldcastle SE Swing Door 17692.1 MS-375 N/A 1" O.A.TMP Tapcon FL Reg P Code Chg 1 r PRODUCT APPROVAL FOR SERIES FG-30Q0 STOREFRONT HIGH A.S.D. DESIGN PRESSURE � = ;= o W/ NON IMPACT INSULATED MONOLITHIC TEMPERED GLASS o �� ;' �� � N � �, 1. SERIES FG-3000 STORFF'RONT HIGH DESIGN PRESSURE W/ NON IMPAGT INSULATED MONOLRHIC TEMpERED 13. PRODUCT MANUFACTURER�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION � � d �r GLASS, SHOWN ON THIS PRO�UCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFlED FOR COMPLIANCE IN AT PRODUCT IN ACCORDANCE WITH SECTION 1710.5 OF THE FLORIDA BUILDING CODE. � Z � �i ACCORDANC� WITH THE 2014 (Sth mIT10N) OF THE FLORIDA BUILDING CODE.THIS PRODUCT MAY BE INSTALLm ONE LABEL SFiALL BE PLACED FOR EVERY OPENING. � � m � WfTHIN HIGH & N�N HIGH VELOCfiY HURRICANE ZONES WfTH UMRA710N5 AS PER NOTE 3 BELOW. _ � B � � �`5 W � � DESIGN WIND LOADS SHALL BE DEfEF2MINED fS PER SECTIONS 1620 (FOR HIGH V��OCf1Y HURRIGVJE ZON6) & �p 1609 (FOR NON HIGH VELOCfTY HURRICANE ZONES) OF iHE ABOVE MENTIONED CODE. (NDfX; � p�n� c � FOR A BASIC WIND SP� AS'REQUIRm BY THE JURISDICTION WHERE THIS PRODUCT WJLL BE INSfAL1FD �u F"W � `� FOR A DIRECT10NA111Y FACTOR Kd=0.85.USING 0.SCE 7-10 FOR INSiALIATIONS UNDER 2014 FBC SHEE7 1: GENERAL NOTES, INDE%AND INSTRUC110NS. � N�� � �a � AND SHALL NOT EXCEE� THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2, v a m E IN ORDER TO VERIFY THE ABOVE CONDf110N, ULTIMATE DESIGN WIND LOADS DEIERMINm PER ASCE 7-10 SHEEf 2: COMPONEMS FOR SERIES FG-3000 STOREFRONT. � O� m �$ �_• SFiALL BE FlRST REDUCED TO 0.S.D. DESIGN WIND LOA�S ITY MULTIPLYING THEM BY 0.6 IN ORDER TO SHEET 3: BILL OF MATERIALS,7YPICAL GIAZING DEfAIL& MAXIMUM A5.0. DESIGN �' �,Y�i� � �m � TO COMPARE THESE W/MAX. (hS.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. _ �� � �� PRESSURE R4liNG SCHEDULE FOR A GNEN GLA55 PANEL DIMENSIONS. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTm, WERE NOT OVERSTRESSED, A 337 INCREASE IN SHEET 4: ELEVAiION FOR SERIES FG-3000 STOREFRONT. o �� � a� � ALLOWABLE 5TF2ESS FOR WIND LOADS WPS�{Q[USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS z �� 0 $ BEEN DEfERMINED 1N ACCORDANCE WITH N.D.S. 2012 OR AVAILABLE TESf DATA FROM MANUFACTURER. SHEEf 5: MAXIMUM A.S.D. DESIGN PRESSURE RAl1NG FOR MUWONS. � w � � � �a THIS PRODUCT'S ADEQUACY FOR WIND RESISTANCE HAS BEEN VERIFlED IN ACCORDANCE WRH SECTIONS 1625 [� (DCCFFT 1625.4) & 1710.5.2 OF iHE ABOVE MENT10NE0 CODE AS PER PROTOCOL TAS-202 AND ASTM E330, SHEEf 6: SILL OR HEAD CONNECTIONS DEfAILS (PLAN VIEWS). s W # F PER ARCHITECNRAL TESIING, INC. IABORATORY REPORT 8 99495.01-801-44 AND AS PER SiRUCTURAL SHttT 6: MAXIMUM DESIGN PRESSURE R4T1NG SCHEDULE FOR MULLIONS W/ HEAD/SILL � � � CALCULATIONS, PERFORMED AS PER SECTIONS 1604 & 1616 OF THE FLORIDA BUILDING CODE. CONNECTIONS. rS � 2. MAXIMUM A.S.D. DESIGN PRESSURE RAi1NG FOR THIS PRODUCT SHALL BE AS SHOWN ON SHEEfS 3. 5. 6A & 7 � i q_ SHEEf 7: MAXIMUM A.S.D. DESIGN PRESSURE R4TING FOR HORIZON'fAL 3. THIS PRODUCT WILL REQUIRE AN APPROVED HURRICANE PROTECTION DEVICE IN ORDER TO RATE R AS � ti o�a IMPACT RESISTANT IF PRODUCT IS NOT PROTECTED WRH AN APPROVED HURRICANE PROTECi1VE OEVICE SHEEf 8:�HEAO, HORIZONTAL & SILL CONNECTION DEfNL'S (SIOE VIEW). =o E W� THEN R SHALL BE INSTAL� OUT OF THE HIGH VELOGfTY HURRICANE ZONE AND OUT OF ANY WIND-BORNE Z z�E a DEBRIS REGIONS. AS DEFlNED ON SEGTON ifi09.2 OF THE F70RIDA BUIL�ING CODE SHEEf 9: SECT10N5 AT JAMBS AND AT MULUONS. 0 � O =g0p^�x 4 JHIS PRODUCT IS APPROVED FOR 71.07 o.s.f. AIR/WATER INFlLTRA710N. SHEET 1�: MAXIMUM AS.D. DESIGN PRESSURE RATING & MAXIMUM FAS'TENERS SPACING � � V z� a g�� � � SCHEDULE FOR JAMB CONNEC110N AND CORNER DETAIL � m w8�=o � 5. 7EMPERED GL4SS TO COMPLY WITH SECT70N5 2417.1.3 OF THE FLORIDA BUILDING COOE. = W m��'w�s PRODUCT SW�LL COMPLY WfTH SECTIDNS 24�6.1, 2411.4.1 AND 2411.42 OF THE FLORIDA BUILDING CODE. � o J i aR o �� O `r�" ; 6. PROVIDE 3/8' MAX. LOAD BEARING SHIM SPACE (7YP.), WHEN ALLOWED BY THIS DRAWING. J 'i� 7 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LQ4DS TO THE BUILDING STRUCTURE. �NSTRUCTIONS: � 3�n WOOD BUCKS MUST BE SOUTHERN PINE, Wfil-I G = 0.55. SfEP t. DEIERMINE AS.D. DESIGN WIND LOAD RE4UIREMENTS BPSED ON WIND VELOCITY, 8. REMaINING COMPONENTS FOR iH15 PRODUCT SHALL BE!S INDICATED ON BILL OF MATERIALS, SHEEf 3 OF THIS BUItnING H�c�ii, wiND ZONE, USING naPLIceELE rsCE 7 sDwDnRDS. DRAWING. SIEP 2: GO TO SCHEDULE ON SHEEi 3 TO DEfERNINE 61AXIAIUM AS.D. DESIGN PRESSURE 9. ALL ALUMINUM EXTRUSIONS IN CONTACT Wlhl STEEL, CONCRETE AND WOOD SHALL COMPLY W1TH SECTIONS RAnNG (psr)c4PAcftt OF 061Rm Gt15S siZE easED ON GusS PnNd 2�03.8.42, 2003_8.4.4, 2003.8.5 AND 20D3.8.6 OF THE FLORIDA BUILDING CODE, RESPECTIVELY. DIMENSIONS. 10. SHOP DRAWINGS PREPARED BASED ON TH1S APPROVAL AND TAKING IN'f0 ACCOUNT THE SPECIFlC JOB ��� DEfERMINE MAXIMUAI MULLION SPAN 'L'(Ff) FOR A GNEN MUWON EFFECf1VE CONDITIONS, SHALI BE SUBMITTED TO iHE BUItDING OFFlCWL FS PART OF THE PERMIT DOCUMENTS. SPACINC 'b', ON SCHEDULE ON SHEEf 5, AND SELECT ANCHOR OPTION W/ A.S.D. DESICN PRESSURE RATING EQUAL OR GREAiER 7HAN AS.D DESIGN WIND Q LOAD SPECIFlED IN STEP 1 USING SCHEDULE ON SHEET 6A p 11 STRUCTURAL SUBSTRATES NOTED ON THIS DRAWING AS EXISTING SiEEL BY OTHERS, POURED CONCRETE, HOLLOW � BLOCK AND WOOD MUST WITHSiAND THE LOADS IMPOSm BY THIS PRODUCT. SfFP 4: DElERMINE MAXIMUM ANCHOR SPACiNG AT JAMB FOR A GIVEN MAXIMUM A.S.D. . '°��'Ir�1PlfP/p � 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE DESIGN PRESSURE RATING AND MAXIMUM MUWON SPACING, ON SHEET 70. \��' , ��l7'��'0�s,,'�' Q SPECIFlC PROJEGT; i.e. WHERE iHE SRE CDN�fT10N5 DEVIATE FROM THE P.E.D. ��� USE SCHEDULE ON SHEET 7, TO VERIFY MAXIMUM 0.S.D. DESIGN PRESSURE vv,. � •5• �� � (b) CONTRACTOR TO BE RESPONSIBLE FOR 7HE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFEfY "D.LOGe OF HORIZONTALS (IF USED) FOR A GNEN HORRONTAL EFFECTNE 1 ,•� \ Ri � OF THIS PRO�UCT, BPSED ON THIS P.ED. PROVIDm HE/SHE DOES NOT DEVW,TE FROM THE CONDffi0N5 • \ � ,��hIE LOWEST VALUE OF 0.5.D. DESIGN PRESSURE RA7ING RESULTING FROM STEPS DEfAILED ON THIS DOCUMENT. CONSTRUCTION SAFEfY AT SfTE IS 7HE CONTR4CTOR'S RESPONSIBILITY 2, 3 AND 5 SHALL APPLY TO THE EN'fIRE SYSTEM. - � �� N (c) THIS P.E.D. WILL BE CONSIDERED INVALJD IF ALTERED BY PNY MEANS. �3�,'•. '(P���Q��� a (d) SRE SPECIFlC PROJECTS SHAfl BE PREPARED BY A FLORIDA REGISTEF2ED ENGINEER OR ARCHfTECT WHICH �'�,9'• ���t`C'��� WILL BECOME T}1E ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WfLL BE RESPONSIBLE FOR THIS DR4WING SHALL ONLY BE USED TO �eO�sa ' •�[}r11'�`������` THE PROPER USE OF THE P.E.D_ ENGINEQ2 OF RECORD, ACTING AS A DELEGAiED ENGINEER TO THE P.E.�. DBTAIN PERMffS IN 7HE STA'fE OF FLORIDA ,tJ "81{f�1A65H �� ENGINEER, SHALL SUBMR TO THIS LATTER THE SRE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED fT. � �_ � COMPONENTS FOR SERIES FG-3000 STOREFRONT N �� a� �� � sca�:ys"_'' o F- � $ V Q � O 4.500' 4.500' � l�iW� c � � .250" 250" >. � � m� � .a94" �� c ^ i.izs' .o�s• z.000' .) z.000' o t~n�� � �� , I .495' .620� .0 3" .070� .096� .080" � a$ m .689��.188� > OZ' � �W �.. .525"� .437. 4.000' - 1.846' 1.846' = MO� � �8 �= � � V Oj GLAZING GASKET O SETTING BLOCK O SILL FILLER O MULLION & HEAD O MULLION o ��� � �o e� FG-1133 FG-3146 FG-2182 FG-3100 FG-3101 z W=3 O s� �� � � � o� N 3 � s 2 �-' a_ .552' 4.480" p o^- a 4.000' 4.500' 4.d80' 7.317' .235" t.317• . O u'��� }.317" m � Z i�¢g am 1.846' ' a 080' 0 = � W�y;w�� 703" .�78• 080" . 88' -360 (T(P•) 2.000' � � V i� �8 F.s �) 1.188' 7.303" z.000' C�•) 2.000" 1491� 943^ .8�2' m � W R�=m1� o�a-, � i.�io- � . ss•' „ ��o W � (�) .a,z' .000' o o J s�,ae ��. � N �� s 1.846' 7.846' p r�g J O MUFG 310f2LER O7 MULLIO FGH3103& JAMB Og HOGIZ3��L OO G GS 3210P �� FG I3161 � 3��� .Ofi2" 4.000' W t.846" (7yp 4.188' 3.904• 4.000" Q .062' � .622' 2.125' 2.125' ���F4 �'�+I+��hi� � .o�o isz' i.2so• isa^ �sso• .asa' �s��, ,.{...R �i � i.ezs• (n'PJ f�J .ma• ,.��� �6 � a.9oz' .szs' �v:��G �`, �� FILLER 12 SUB SILL 13 STEEL REINFORCEAIENT 14 STEEL REINFORCE�AENT » HEAD & JAMB FILLER 20 END DAM �'; �p \ . FG-3164 FG-3380 RS-1 RS-10 FG-2122 FG-2000-FP-4 : = �'%.-,�c`•. ���-'• �i ���,o�o F �.���e.`a �� ,���"�r �F: flklts\y C � �. � s a N �°t [p ��C '" B1LL OF MATERIALS o �: a ,�� � �uEacn�R� NorEs N DfMENS10N5 ���� ' EPDM EPG a (1ELll Na. PART NUMBER DESGR�PTiOH .525 x .495" �. � Z � o S FG-1133 GlA7JNG C,lSKET EPDM -t O SEfTING BLOCK t.057' x .589" V�� ldCAIED CENT�R tiM� �CHOR'S LOCATION � 2, FG-3146 6063-T8 A[.t3MiNUM > 4.00� x 4.00' x .078" 60fi3-T6 Al-UMINUM OBE = W� w 3. FG-20D0-FP-3 S�ll-F1LLER 4,g0" x 2.012" x .094� >, �N� � $� � a �_31pp �tUWON &.!M!B 6463-T6 +u-UMINUM OHE +: Q�� :o �� MUU10N 4.50' x 2.00� x .250° 6063-T6 AIUMIFiUM a8E o �� m �� t �. F6-31Qt 4.pp' x .71i' x .078' 6. FG-3102 MULLION FlLLER 6063-7fi ALUlAINUM OBE > QZ� {y �� �- 4_50' x 1.75" x .07'8� 6Q63-T6 ALUMINUM OB� � � m � 7. FG-3103 MULllON. NEAD dc JAMB a, �- �e I }lOftfZONTAL 4.480' x 2.00' x .460' _ �o �¢ a S. FG-3142 1.952� x i.49i' x VARlES 6063-1b 1A-UMINUM OHE � Ct �a � g, FG-3 2 1 0 GLASS STOP 6063-T8 ALURiiNi1M 08E c �� b a� ¢{� i �� 4.4 8 0" x 2.00' x .49 0� 0 8 E � . N=� d m� 8� 10. FG-3161 6063-.T5 ALUMINUM � j �� 4.00' x .622' x .07D' � W � � y 1, fG-3.184 5063-TS ALUMINUM a8� Z�NC PLATID � SUB SILL. 4.902" x 2.125" x A78' q,36 �t VAftiES �,,� �, a 1 2. F�-3380 q_�gg' x 1.2 49' x .152' V�4� ZINC PLATF]7 �' � � �~• 13. ftS-1 STE�I-RFJNF6RCEMENT A-38 STEFS- �REINFORCE?AINt` 3_904� x 1.250' x .188' Sl��ONE DOW CORNING LOCA'tE� A7 EACN INTEEttOR FRAME GbRNER S � 14_ RS-S� S�� &VINYL JOINTS VAf2IES m iR_ 15. 795 PERIMEfER S7EEL ��{ AN�HOR'S LOCAl10N p � o`� Sp11NE ASSEMBI.Y SCRE�R �14 x 1' HHSTS YpR{� IOCA'[ED CEN7E� a dc SEALED W �5 U x z��o a� i6. �-8 4.p0' x 4.00' x .078'x 4" LONG 6083-TS AttlMIlVUM HEAD & JAlAB F1t.tfR �� OBE LOGA'�F.D AT EACH END OF O JOIN15 � ' 1 7. F G-2 1 2 2 t.1 8 7' x .7 5 0' x 1.3 4 3" �p 7�p A f E pqi EN4 OF HORIZONTAI.9ESYh�i p � �o��a��� 18. FG-10Q0-FP-t WATER DNERTER SET!N SEALPNi lS4CRYL. SCHN E E M D O R H E N S � 4.25' .125� x .50'VARiES FABRICAlED l.ENGTH "� t7MINUMA 09E $ 19. Sf�f-564t JO1M SENANI 7APE .QS2" 6063-T5 AL BACANCE t�i2'o.c. m � ii1 W����t� t .525" x 2.125� x ��� ZiNC COASEQ Y�f� ��T�6"d.o. FROFd E�1DS, � 26. FG-2000-FP+� END DAM F � � Sc Y���� SCREW FOR STEE�REJNF4RCEMENT �12 x 1 j2" PHIWP5 F1AT NEAD PO`Y���N� vAR�6 � s J��: #� 2l. �'"� BACKER RO .SOD' � s 22. CIOSED CEtl � �3� � �� MA?C1MUM A.S.D.DESI�N PRESSUf2E RATING s SCHEDULE FOR A GiVEN GLASS PANEL DIMENSIONS"a"(in)x"b" in (SEE LEGEND} . �Gi_ASS TYPE � I waaauy unx�Mud+ Mn)ciuuM n.s.o. *DETERMiNATiON OF M/�Xi{�IUM �1MENSION ND *» TYPICAL GLAZING DETAIL DthtENSiON DlNEN510N rn�su� pAY LtGFiT OPENlNG tC1_!-.O� ,a' h 'a" x y- • kiw� AT EACH�A1D QF GLASS o GNE�b '�^ `• t' NdM1NAL t60A `�`n� Yi ��t���e�l�� a G INSUVSED GVSS 18' from 18` to 3t2" � CONSIS1lNG OF' 24° from 24" to 234" f60.0 p.o(b) , „ C'�. LO{a •, ,/�v z �2� �f�" MONOLlTHIC fso.o pdpX)tAUN DAY U6HT OPENING �to) S� �' � T E M P E R£� G U S S 30' from 30" ta 186' � L0.Fmmiaat � . #so.o swe �.��°',)&� �,i�asa i(�) �;���o ���"-.,:�`� g� 1 j2` qiR SPACE 36' from 36� Eo 156' t60.0 F� �(�' �= � \ : � 42� fram 42' to 132" � : 0 �� , m qg" from 48" ta 114' t60.0 wx 0.�a. �: �60.0 {�(c,)� `n"-4.04" 'a-4.0�' � �°L' 3+i '' from 54` ta 90" � . . •a t59.9 `!r'� F Q .`�L�� DCltRWfl 64' from 54" to 96' t58.6 �-o.�"o. 'b•-a.0o` '�s���Aq�, , ��ty,�.`��� 1 ,� from 54" to 10 ' (n) "b'-4.Oo` �l �� fram 60' to 84" �50.0 (�� ��ft'+a� aei,��s�e1����, �• from 60" to 90� f58.2 ss SiDE"a" IS ALWAYS EQUAt OR SNORIER THAN�b'. 5f8 um. from 6&' l0 78" t60.4 �a,'b' YAY 9E ORI£tiiED tN AHY IIiREC71DN. ctass BrtE 66' fmm 66' to 84" t58_1 72" trom 72" to 78" f60A _- - -_-- " -__ _�.�-_�--- -- ':-_ - _ ELEVATION FOR SERIES FG-3000 STOREFRONT HIGH DESIGN PRESSURE �� mK o� a � �� ao - o �� 5 N NFlNIiE FW+ME WID c F- � � DOOR dc DOOR JAMB MUWON �j Z � � , ,/8.� � Q � Q � Q � Q � Q UNOER SEPARATE PPPROVAL •L � � C ,$� S111M SPACE _ � � e� � 2 � �� � pay-�N ��� 1 1 1B Q 1 1 18 •� �tNn v � 2 SfRUCiURE FASIENFRS � �d'� � �n i �� _--__ > OZ � �8 � . $q I I ���0 II� O+ MWF M �m �' I 8 ��0 I �o. � � ii� _ �;� � t a I O I � ---- o l`"�3 •° �� =1 �� Z VW7=� 0 m � �� � 4 aa . o / O E e 11�==== �s � g i � 5 6 H a R R O M A L �� r W � i Z o INDIG7F5 IN�ICAi6 � �� � � � I d RF1f�ff�ORCQAIN7 RtINfORCEMINT 8 �' - N $ � �, � . I I � _ z UNRElNFORCm G a �� Fa n�s � � � � O/ I I I� w �a_ , � ��� MA%. D.LO. I I I o � �ea � �m� / I 8 /O I o HORIzoMAL 5 6 ' � �� �I U Z am .w /O I HOR ONTAL I � , O I I ,I � O °C�-��O � � ��a°o�'. , �Na o � / ,� �I � II I� m F W W����1= a f.�T.. 6 I (IIP•0 W�n6)I � � _ b�_��..u¢ , �_ .a1Y� �O �� �I Q o p '�E �s y m- o ; J���� �s �_--_ � ��5�. 3i. 3 � � ��� � 5= /�o ��6 B B 0 0 a N�S RSfENERS FlSTE FOOT NOTES: Q W FOR MAXIMUM MULLION SPACING ON CENTERS SfE SHEEf 5. � � ```"��11111111 IJ //1j,/, � FOR MULLIONS HEAD AND SILL FASTENERS QUANTITY, 7YPES AND SPECS SEE SHEETS 6 & 6A. `4�����. _,.. .. ���,J��' Q � � �. / z FOR JAMB FASTENERS SPACING. TYPES AND SPECS SEE SHEET 10. ::��, � ��;j.?�? \ =J= � � USE OF HORIZONTAL SEE SECTION 2 8 LIMITED BY SCHEDULE ON SHEET 7. - '"' � �g� �_ � � � ) _ ' Q "' ':� Q Jl�:O= N FOR MAXIMUM MULLION SPAN SEE SHEET 5. �r,. z �;�� W ..�6;•., a �� . � t�.� G . '�o, �� i FOR GLAZING DEfAILS AND GLASS SCHEDULE SEE SHEET 3 a, . 9,� O � �+ �ra�to�ra eo � � � FOR MAXIMUM D.L.O. SEE SCHEDULE ON SHEET 3. � - r MAXIMUM A.S.D.DESIGN PRESSURE RATING FOR MULLIONS' �� ' M-1� 6 M-2� 4 >> >3 M-3��11 � auumr� 7 1 t 13 MAXIMUM MULLION SPAN'L'(FT)SCHEDULE FOR A GIVEN AS.D.DESIGN PRESSURE RATING c �` a� o� „ (psfl AND A GIVEN MULLlON EFFECTIVE SPACING'b'(in) N = � __ __ __ _ __ _ — MAXIMUM MAXIMUM MULLION SPAN "L" (FT) � z � a � � DESIGN EFFECTIVE •� 0 � � PRESSURE SPACING �W y m� � RATING CASE 1 CASE 2 CASE 3 CASE 4 CASE 5 CASE 6 = ��� � "W" (Psf) b'(Ff-in) M7 N2 M3 M4 IJS M6 .� OW� � ,� � - — 2'-0' 11'-0" 12'-0" 10'-8' 12'-0' 12'-0" 12'_0• o ��� '� �� � -- -- — m a m € �.. -- -- - 3'-0" 9'-2' 11'-3" 9'-2' 11'-3� 10'-10' 12'-0� � pz� a! �:f 3'-6' 8'-6' 10�-5' 8'-s` 10'-5� 10'-�' 12�-�� �, �y� y� �m � 4'-0" 8'-0" 9�-9� B�-0' 9'-9" 9�-4' 12�-0' = Mo� {p �B f95E.'� +-40.0 4._6. �._�e 9._2. ��_�e 9._Z. B._�Q. 12�-�� o ��� � a o � M-�uuWON 5O+11 M�uu1JONO5 + 11 +14 5'-0" 6'-5" 8�-9' 6'-5" 8'-9� 8'-4' 11'-6' Z =s �= 5'-6' S'-10' 8�-4' S�-10' 8'-4" 8'-0' 11'-0' � W � O �� o$ 6'-0� 5'-4' 8�-0� 5'-4' 8'-0" 7'-4' 10•_6• 6�-8" 4'-10' 7�-2' 4'-10' 7'-2" 6'-7� 10�-0' � � a e -- -- 2'-0" 10'-6" 12�-0' 10'-3" 12'-0` 12'-0" 12'-0• _ �-' 3'-0" 8'-8" 10'-8" 8'-8' 10'-8' 10'-2" 12'-0' �'' t$ 3'-8" 8'-0' 9'-10' 8'-0' 9'-10� 9'-5' 12'-0' o L a 4'-0' 7'-1" 9'-2' 8'-10' 9'-2' 8'-to' t2'-o' o . ��a +-45.o V 4�-6� 6'-4� 8�-B B�-4� 8'-8' 8'-4' 71�-5� � i��g 6� 5�-0" 5'-B" 8�-2' 7'-10" 8'-3` ��-9� �0�-14� z ` -- _ -- __ 5�-6" 5'-2" 7�-9" 7�-t' 7'-9' 7'-1' 10�-4� p � � ��-g�'x s'—o" 4'—s" 7'—i° 7'—�0' �'—�" s'—s' 9'—�i' � � W v����� a 0 6'-8" 4'-3" 6'-5' 7'-1' 6'-5" 5'-10' 8'-11' m o 2'-0" 10'-D" 12'-0' 11�-4" 12'-0" 11'-10" 12'-0' ¢ R o�s���� � � \h/P 3'-0" 8'-3" t0'-0� 9'-8' 10�-2' 9'-8' 12'-0' � o J��#: 3g YY 3'-6" 7'-4" 9'-4' 9�-0' 9�-4" 8'-11" 12'-0' p �- 4'.--p" 6'-5" 8'-9' 8'-5' 8'-9� 8'-4° 11'-6' t� 3 Y� +-50.0 ¢•_6^ 5'-8' 8"-3' 7�-8' 8�-6" 7'-10" 10'-70" G� 5'-0" 5'-1" 7'-8" 7'-0� 7'-8" 7'-0° 10�-3� . 5'-6" 4'-8" 7'-�' 8'-Se �._�. �._5. 9._8. g'-0' 4'-3' 6'-5' 7'-8' 6'-5" 5'-10' 8'-11' 6'-8" 3'-10` 5�-9' 7'-0' 5'-9' 5'-3' 8�-0' 2'-0" 9'-7" 11'-10' 11'-0' 11'-9' 11'-3" 12'_0• 3'-0' 7'-9" 9'-7' 9'-3' 9'-7" 9'-2' 12•_0• ULLION +-55.0 3�-s" 6�-8' 8'-11� 8'-7' 8'-11" 8'-6� 11•_9• 4�-0" 5�-10" 8�-4' B'-0� B'-4" 8�-�� ���-�� "' ¢ 4'-6" 5'-2" 7�-9" 7�-t" 7'-9" 7'-1' 10'-4' o ' S'-0" 4'-S" 7�-0' 7�-1' 7�-�" 6�-5� 9�-8� W �a 11 1110/ 3�-0" 7'-1' '9'-2" '8'-10' �9'-2" �8'-1�0'a 12'-0� ������:� �. /�����ii��� � +-60.0 3'-6" 6'-1` 8'-fi" 8'-2� 8�-6" 8'-2° 11'-3' ���.�� •1•.,.�-% � 4'-0" 5'-4" 8'-0' 7'-4' 6'-�` 7�-4' 10�-s� .:v •� � _.u� J STOREFRONT ELEVATION W/ MULLION Muwo CASE DEFINITIONS _ : �o• i�;� N �L" = MAXIMUM MULLION SPAN SIDE VIEW CASE 1 : UNRdNFORCED STANDARD CJSE 4 : {2EINFORCm SfANW�RD - '•, �'= w MUWON M-1 ���T•5/9) MULLION M-4 (���•�/9) ~ �•., F ���`� a EFFECTIVE SPACING: "b" = S� + S2 ; St, S2 = MULLION SPACING (o.c.) C0.SE 2 : R�NFORCm'SfANDARD CASE 5 : UNR�NFORCm SfANDARD %°�` �°R. , •�Po`.� 2 e�uwor+ M-5(s�oer.�s Q �� MuwoN M-2(��.5n/9) /) '''��j��71/1Flf{il�Ct*\ *MAXIMUM AS.�. DESIGN PRESSURE RATING FOR MULLJON WILL AUTOMATICALLY QUALJFY A.S.D. CPSE 3 : UNREINFORCm SfANDAftD CASE 6 : RE7NFORCED STANDARD DESIGN PRESSURE RATINGS FOR JAMBS W(iH ANCHORAGE FOR ANY GNEN MUWON SPACING. MUWON M-3(s�o�r.s/s) MUWON M-6 (��•�W9) � � �z - �o I o �` �a �� 5 SILL OR HEAD CONNECTIONS DETAILS N (PLAN VIEWS) � Z Q ; p � o � s Z. ��4,� •` � ; . s�nu� � 4- uuwo xE _ �,.,� c � , 4• 4• \ W� .W a � � R'�� rn � —� � O� � �m — \`� o N�"� � �5 i . -- -- — � � �` + � e� m > p�Z� � � g a rn �v�—i� � �m � M�3 V �� J� ° �`��3 � � �� -- ;� -- -- z tn=� O m � � �--- B a� � � � � * FiU'RENERi t W 3 � IXIFRiOR ^B 'n'FaSiQ�FRS HEAD OR SILL *PE32 CONNE ON AT HE�UERS AT��B�TION FJ�D OR SIU. JAMB = fn p_• i y3 TOTAL NUMBER OF FASiFNERS PER OF TIIfAL NUMBER OF FASiFNERS AT MUf1JON5 ��R EI(ISfING W � CONNECfiON AT NUWON C�NNECTION AT HEpD/SiLL EOUALLY W/HEAD/9LL CONNECf10N PER SdiEDULE INSfALLED AT FACH SIDE OF MUWON 7RUC7URE p p_ �J (6Y O7HERS) O y o ca CANNECf10N AT JAMB U Y ��� ) � � Z i�S ie^ o � 0 W e g o�x - J 8 =��.$^�- � � v ���� �� i m F W - 1 o Q ++���� � o :;,1=��, � � �Fi 5"• O �a J s� � F� � FASTENERS TYPES: (sPaceo nr a•o.c> A-1l4'0 ELCO FASTENING SYSTEM,LLC.ULTRACON ANCHOR W!1 3/4'Min.EMBEOMENT INTO POURED CONCRETE(M1fm.Pc=27301ai). B-1/4'0 ELCO FASTENING SYS7EM,LLC.ULTRACON ANCHOR W/1�2'Min.PENETRATION INTO 2 x IMDOD BUCK(G�.Si)8 Y MIN.EDGE DISTANCE,BEYOND ANY FINISH MA7ERIAL. W r B'-SH6'E ELCO FAS7ENING SYSTEM,LLC.UL7RACON ANCHOR W/1 1!L'Mia PENE7RAl7bN ''f o INTO 2 x WOOD BUCK(G=0.55)8 1 5!8'MIN.EAGE OIS7ANCE,BEYOND ANYFlNISH � '{1:3t�.�(� w MATERIAL.. ��\ .t�L�����h� � `e��� , .......TJ��� C-1l4'0�20 SLOTIED INDENiED HIX WASHER HEAD THREAO CllTTING SCREW TYPE'P,ZINC �'`��P� ��E�F �'•, COATED,W/MIN.Fy=TJ lei,Fu=100 I¢i TO 1/8'MIN.THK.ASTM/�36 STE�8 1'MIN.EDGE 91STANCE — ' �4� 7 '� \ C'-1l4'H ELCO CANSTRUCTION PRODUCTS�RILLFLEX STRUCTUR/LL SCREV115 TO MIN.1/8' `�''. ��\ :� =.p'. {N hIK PSM A:S STEEL 8 1'MIN.EDGE DISTANCE. l '��,�• ��� , ��� . � �� o�' d,��"°ue�olin i�a�°���`� � i , _ MAXIMUM A.S.D.DESIGN PRESSURE RATING SCHEDULE FOR � MULLIONS W/HEAD/SILL CONNECTIONS� MaxnviumnesroNa�ss an�iriow ��Y EFFE(.71VE POURED GONCREIE MLLLION BPAaNci 3UBSTMTE H'�'SUB37AAiE,11Yd"tv�.1►4C s1FEL SUBsiRATE. 1IB'Mn.'IFiK. � 6FAN FA97ENER7NPE fA3JENERIYPE FAfiIENFR. E FA9TEN62TYyE G A tw•e 6 Na• B' �a^m C 3 C'va^ 8a=209 38�119 So=383 Sa�152 I� 'L'(FFIn) ^b'1K41n) rr� r-A n=& 'cB m2 �m4 n=B n� a� e�/ n=8 m� m4 n=8 �8 2'-0" '5125 6D.00 60.00 8,0.00 29;56' 68.00 BD,Otl 8Q,00' 'BQ.00 BQ00� Bp,qQ 38,90 BpAO B0.00 60. 3'-0' 34.17 6QW B0.00 80,Q0 19,8T J9:30 59.00 BQ.00: 80,00 60.00 60,00 25.33 50.87 BOAO 80.00 3'-6' 2829 58.57 60.00 60.00 1&BB 33.71 50.57. BQ.00 54:77 BOW 80,00 27.77 43.43� 60.00 BD.W . 4'-0" 25.03� 81.2b 60.00 80.00' �7q,75� 29.60 4¢2S 59.00: 97.BB 80.110 60.00 19.W� 38.00 57.OD BO.W 8',0' 4`-8` Yt.iB 45:SB 80.00 BD.00 13.11 28,22 39,3� 52A4 A258 60.00 6Q.00 18.88 33.76 50.87 60.00 OALESS 5'-0` 2050 4t,00 80,00 BO.Od �1.8f1 23.60 38,�0 q720� 88.30 .60.00 80,00 1920� 30�(0 45,60 60,00 5.'-8' 10.64 3727- 55.97 80.00 10.73 Z7A5 3210 �Y.97 34A2 60.OD 6D.00 13.82 27.84 41.45 3627 8'-0" 17.09 34.77 51,25 80.00 -BA3 78:87 29.80 39.33 3192 860� 80�00. 7287 2533 38.00 50,6T 8'-B" 5.38 30.5 4.� 0.0 B 1:70 28 5 35.40� 2973 -8.45 BU.OD 11.4 7290 34.211 4�.0 • 2'-0' 4&24 60.00 fi0,00 80.0� 27.76� 55.53 6Q00 �6QAU fiQ00 BOAD 60.00 35.7H �60.00 60.00 80,00 3'-U• 3216 60.00 60.06 80,00 18.61 37.D2 6553 60.OU� �BO.Od 60.00 60.OD 23.81 4789 60.00 80.00 3'-6' 7788 55,18 8D.00 60.00 19�97 �31.7� 47,64 80.00• 5T:90 60.W 6V.00 POM �087 60.00 80.00 4'•0" 44.12 482� 80�00 B0.00� 13.88� 27.76 41:85 55.63. q5,L6� B0.00 BU.00 77.88 35.78 53.65 60.00 �� 8'-0' 4'-8' 21.44 4288 00.00 60.00 1Y.34 24:BB 31.02 49.38 �0.05. 80.00 60,00 75,90 31.79� 47.89 80.00 5'-Q' 19.29 J859 SZ.BB 80.00 •71;11 Z221 39.32. 44.42 30.05 60.00 80.00 14,31 2891 42,92" 57.72 5'-8" 17.54 35.08 5R,82 ��.�0 10.t0 20.19 3028 40,39 32.77 60.tl0 80.00 13.01 28.U1 39.02 92.02 B'-0" 18A8 32.18 48.24 6U.Oq 92@ 18.8� �P7,7@ 27UZ 30.04 60.W 60.00 11.92 23,84 35,78 ,47,69 8'-B' 74.47 28.94 49.41 57.88 8.77� 18.86 24.89 33.34 �27.tM '%A7 60.U0 10.73 2fA8 32.19 42.02 2'-0" A558 60,00 8Q.00 80.00 2622 b2.d4 BD.OD 60.00- 60.d0 60,m 80AU 33.78 �6'�,00 BO.OQ B0.0D 3'-0' 3087 8D00 BO.pU 80,00 17.46 3d.90 52,A4 �80,04 58:74 80,00 80.00 2252 �5,04 60.00 8U,00 3'-B' 28A3 92.�8 60.00 BO.OD 14.88 T9.97" 44.95 59.94 40:89 00.00 60.06 10�30 38.80 87:90 80.00 , 4'•Q' 22.iB d5.58 BD.00 60.00 13.11 2@?2 J9.33 52.4d 4258 80.00 60.00 18.89 3378 50.87 60,00 B'-0' 4'-6' 2025 40.49 Bp,OQ fi0.00 �5,1.85' 13.9f $A.98 !i8A2 �7,63 6090 BUAO 18.07 30.02 {5.Q4 60,00 5�'-.0' 7872 38.�1 SA.BT 80.0� �10.49 20.B8 31.47 4t.96 34A4 60.Q0 60.00 73.51 27A2 �0.53 54.04 5'-8" 1657 33.13 49,70 60,90 954 19.01 28.Bt 38.14 30.95 BODO 80.(f0 12,28 2457 38.85 49.13 8'•0" 15.19 30.37 45.58 60.00. 8.74 1T.4B 262P 34.98 28,3} 56.74 60.00 1126 ?2b2 33.78 45.04 8'-B" 13.7 2'1.33 A7.OU 6�,87 79 16.3 23.60 31.4T 25.33 81.07 60.00 10.13 202T 30.40 40.53 - 2'-0' 43.18 80.00 60.00 BQ.00 24,B4� q9,8B BQ.00 '69.OU •80.00 6'�,� 60,00 �32A0� 60A0 6QA0 BO.pO �, 3'-0° 28.77 5754 60.00 80.00 7BSfl. 33.12 .d9.88 80.00 59.75 60D0 60.00 27.33 42.67 60.00 80,00 3'-8• 24.68 ds.32 60.00 �80,00 1424 26.3s d2,89 58.79 4&08. Bo.UO 80.� tH29 J8b7 54.BB so.00 4'-0' 21,50 49.16 80,00 Bp.OD 12.42 24,64 7728 49E8 4q3Z 80:00 90.Op 18A0 72.Q0 48.00 80.00 B'-8• 4'-8° 19.18 3&38 57.54 80.00. 77,04 4Y:08 93./2 44.18 A5.84 60.00 80.0� 7422 2BA4 4287 58.89 6'•d." 1728 34.53 51.79 60.00 994 19.07 29,81. 39.75 3225 8D.00 60.00 12:80 ZbbO 38,40 57.20 � 5'-8" 15.69 31.39 '47.08 80.00 fiD3 1B.07 27.10 58.13. '29.32 58.84 80.00 118b 2727 3491 48.65 B'-0° 14.39 28�7Z 49.10 5ZBa 82B 18.58• 24.84 3J.12 26.69 91.75 BO.OQ 10.87 2t.33 3200 42,87 8'-B" 12.95 29.88 3864 51.79 7.45� 4�.91 2Z36 2@.81 Y4.19 4838 60.00 B.fiO 19�20 28.80� .40 � 2'-D• 41.00 60.00 80.00 80.00. �23:6Q. �4720 60.00 80.00 �8Q.00 BOAD 80.00 36.40 60.00 60.00 60.00 3'-0• 27.33 54.87 80,OQ 6Q.00 16:73 3.1.47 �730 80.00� 51.07 60A0 80.OQ 2D27 40.53 BO.W 60,00 3'•8" 23.43 48.�A 80.00 80.Qf1 �8.49 28,97 4.0.48 53,94 43.77 6P.00 B0.00 77,�7 34.74 52.11 6q.00 4'•0•' 20,50 41A0� 80.00 80.00 '11.80 2J.80 96.40 d73D 98]U 80.00 60.00 19.2Q 30A0 45.60 80.00 f0'-0' 4'-8° 7822 38.4� 58.87 �E0.00 1�.49 2i48B 31.47 41.88 24.04 60.00 60.00 139i Z7.02 d0.53 54.04 B�'-0" 18,40 '32.80 q8,20 80.00 .9A4 �B.BB 28:3Z 3F78 30.64_ 60.00 60.00 .12.�8 24,32 38A8 I8.84 S'-B' 14.81 29.82 4.1.73 59.64 BSB� 17A0 25.Z5 3433 27.BS 55.7T 60.OD 17.05 22.1.1 J3.18� 44.Yt 6'-0" 13.67 27.33 A1.00 54.87 7.87 15,73 2380 34,47 25,53 81A7 BOAO 10.13 2027 90.4� 40.5� 8'•8' 2.30 2.60 .9U d9. � 7.08 1d:16 21,P4� 28.32 72.98 4598 60A0 .72 1824 27.38 39.48 2'•0" 38.OS 60.W �.60,00 BO.Utl 22.40 �4.98 80.00 6Q.00� 60.00 80.00 60.00 20.95 .57.90 80,00 80.00 3'-0" 28.03 5206 60,00 60,00. 14.8& 29�.97 A4.95 59,y-0 48.6J 6U.00 b0.06 19.30 3B.60 57.90 80.00 3'-8' 22.37 44.83 80.00 8U.06 12.81 25.89 38.59 81.37 41.89 60A0 BODO 18.54 39.09 18.83 60.00 4'-.0' 1952 39.05 88.97 80.00: 1114 22.�8 33.71 44.85 38.48 BQ00 60,00 14.48 28.95 43.43 5T90 10'-8" 4'-B• 77.35 3471 52tl6 BD.00 9,88� 18,89 29.97 39.98� 32.42 60A0 60.00. 12.87' 25�74 38.60 51.47 5'-0' 15,62 3124 46,68 Bp.00. E.99 �7,98 2697 35.96 1919 5836 BO,Op 7158 23.16 34,74 46.32 5'-8' 14.20 28�40 42.60 98.80 8.�7 16.35 2452 34.69 28.53 53A6 60.00 3�53 21A8 37.58 4211 8'-0" 13.02 28.03 38.05 5208� Y18 14.88 22.48 29.8T 24.32 qB.67 60.00 9.6b 18a0 28.95 38.80 0'•8' 11.77 23.-03 36.14 �46. ' 8.74 13.49 2027 20,97 219 43. 60.00 .89 173T 28.0H 34.74 2'-0° 372T 8�.00� 6U.00 8Q.00• �21.45. 42.8 BO.dQ 80.00 80.00 66.00 �60.00 2714 5527 8�.00 fi0.00 3'•0" 24.85. 4B,7p 60.Otl 80.00 14�0 2B.81 42.91 5y.27 48A2 '60.00 60.00 18.42. 38.85 65.27 60.OU 3'•6' 27.36 42,60 fi0,00 60.00 1228 2-0.§2 3B.7B 49.64 99.79 LUAO fi�.00 15.78 37�.68 4R.30 eo.00 4'-0" 18.84 3727 56,91 60.00 10,73 �21,45� 32.18 A291 34,82� 80.00 60.00 13.82 27.84 41.45 55.27 74'-0' 4'-8" 18.5T 33.13 49.70 '60.00 8.54 18.0] 28.61' 38.14 30.99 60.Q0 60.00 1228 2497 3B.&5 49.13 5'-0' 14.91 29.82 49.73 59.54 8,58 47.78 25.76 34.93. 27,85 5G74 60.00 71.05 22.i1 33.18 44.22 5'-8" 13.55 2I.11 40.88 842t 7.BD 15.60 �23A0 3121 Y5,32 �5Q,64 60A0 10.05 20.10 30.15 40.20 8'-0" 12.42 24.&5 37,2i 49.7D 7.15 14�30 21.45 28,81 2321 48,42 B0.00' 921 18.42 27.84 39.89 &'-B' 11.18 22:38 33.55 44.73 8.44 1287 18.31' 25.TS 20:89 41.�8 60.00 029 1858 24.87 3�.18 2'-0" 35.85 80.00 80.00 8Q00 20.52 �41,04 80.00 80.00� BQ00 60.00 60.00 28A3 5287 80.�0 80.00 3'-0" 23.)7 47.5� 80,00 80.00 13E8 27.38 91.0� 64�72 44AA 60.00 60.00 1?.B2 3575 52,97 80.OQ 3'-8" 20.37 40.75 80.00 60.00 i1.73 73.45 35.18 d8.91 'JB.� 80.00 60.00 18.17 3021 49.32 BD.00 4'-0�` 1L83 35.65 b9.4B 80.90 70:2B 20:b2 30.78 47:04 33.30 60.00 80.00 1322 28.13 39.65 SZ.BE 11'-8' d'-8' 15.85 31.88 47.54 60.00 g.12 182b 27.38 36A8 '29,60 5921� B0.00 11.76 73.50 35.25 47.00 8'•0' 1428 28,52 42.78 57.04' 821� 16.42 24E3 32.83: 26,84 3318 BU.00' 10.5T 21.15 31.M 4230 5'-�6• 12.� 25.93 30.89 51.86 7�49 14.82 2239 29,85 2422 48.44 BO.pO BS7 1923 78.84 38.45 8'-0* 11:68 23.77 35.65 47.54 6.89 13.BB 2052 27JB 4220 M.41 60.00 Bbt 17b2 26.43 35.25 8'-B° 1Q70- 2l.3B 32.0 4P78 8.18 1 3i 70A7 24.63 1958 399T 59.95 7.93 15. 27.79 31.2 2'-0" 34.17 6U.00� BO,pO 80;p0. �18.6T 39.33 89,Oq 60.00� 80.00� 80,00 60.0p 26,93� 50.87 80.00 B0.00 3'-0'- 2278 46�96 80.00 60.00 13J1 2822 39.33 52�4 A2.56 fi0.00 80.00 16,&9 7378 50.B1 80.00 3'-8' 79.52 39.05 58.57 60A0 4724 2248 33.71 44.95 36AB BOAD 60.00 14.48 28.95 43,43 5'/.90 I 4'-0• t7.OB 34.77 5729 Bp.00 9.93 iB.87 2850 39J3• 31.92 60.00 60,00 12.87 25.33 38.00 50.67 � 12'•0" 4'-6• 75.18 3037 45.58 60.06 8.74 17.48 2622 34.BB 28.37 58.74 60A0 1128 2252 3378 45.04 I 5'-0• 13.BT 2783 41.00 54.67 T.87 75.73 23.80 37A7 25J3' 51.07 80.00. f0.13 2027 50.40 40,63 5'-6' 1242 24.85 372T 4870 7.15 74.30� 21.45 28.67 2321 46.42 60A0 921 1BA2 ZT.64 96b5 �i 8'-0° 77.39 2278 34,17 44,58' 8,.56 13.11 f9.BZ 2622 2728 42.58 80.00 BA4 16.89 25.33 337B I 8'•B" 7025 20.50 3098 41:00' '3.90 11,90 1T70 23bQ 19.15 38�0 97.45 7.60 1320 22.BD 30,40� *TOTAL NUMBER OF%STENERS AT JAIAB LOCATION I PER CONNECTION AT HPAD/SILL SHALL BE 50S I OF TOTAL NUMBER OF FA�TENERS AT MULLIONS i W/HEAD/SILL CONNECTION PER SCHEDULE, � S1tE1lllil�l r i a�o+� ,,, T '�'F FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) I ;aa:•' � �i� •.; �,g,�,�.�� I �p; o •:-r.�-�- SERIE��G-3p00 STQf�E�RONT o�,�„ I li - W/HON M1I�M�MSED�{q�lRlIEHIC 1E IPEAm OUSS r.n.� ��• 4-� .�'= i ;����> :�_ IL ECO �N�. � �,a,� Q � TIWT TESTINO @ ENCINEEPINO COMPANV Oldcestle BuildingEnvelopeTM DAl[ �� 'y � '� �� w6 rLv.Xu St..st�]m,vaamw oExS,n.a7feE B03A A Rd-Tertetl,T](76160 i�9�,�'• �p ero.,.:cwale»-�sw.ra. (w�evi-�m� �0 15-033 � , ''�•,FN�INEE�•���`\ e-moEBuO`D�H7O1B� W^w.adraetleBE.mm•Phone806888-0$B7 ONAWIHONo WRLTQt A TIWT Jr.P.E. °��" °AR m ' P.E. SEAL �1 NATURE/DATE ROHIDA Oc.j atie� ���-^� '^� � 6NECT 6A Oi f0 MAXIMUM A.S.D.DESIGN PRESSURE RATING FOR HORIZONTAL '° "' � � � M e o AAAXIMUM HORIZONTAL SPAN"L'(FT)SCHEDULE o �� �a �� � FOR A GIVEN AS.D.DESIGN PRESSURE RATING (Ds�NN� N ' A GNEN HORIZONTAL EFFECTIVE DAY LIGHT OPENING "D.L.O."(in) � F z � N �D.LO.� � Z � a NWOMUMAS.D. �FECi1VE ��IMUM ' � � � � � � > a 9 PRESSURE DAY LIGHT HORIZONTAL T �� � �� � RAi1NG OPEMNG SPAN .� �r�n .D e+� 8 �y (P�1 'DLO'(Ffin) L (Ft) o tn�� S �a : D.LO.z , j oZ9 � �8 �.. 2 '- � " 6 '- 6 " a, oN�s � �m g_ � 2 '- 6 " 6 '- 6 " x j�o� ta z� SECTION AT HORIZOHTAL t 40.0 3 �' � � 6 '- 6 " o �� � �'o �� OR LESS 3 '- 6 " 6 '- 6 " z Wx§ O m � �� 4 '- 0 " 6 '- 6 " � � g � 4 '- 6 " 6 '- 6 " o� vi 3 �- 5 '- 0 " 6 '- 6 " _ 0 0 2 '- 0 " 6 '- 6 " o aa o HORIZONTAL J HORIZOPlTAL 2 '- 6 " 6 '- 6 " � _�g� 3'- 0 " 6 '- 6 " c� -Q�a� am 0 0 ±45.0 3 '- 6 " 6 '- 6 " o � �u�::�5$ J HORIZOM'AL 4 '- 6 " 6 '- 6 " m F Wx��a��o 1 o a ' a h �_� W� J g �_ p � g '- 6 " � s J=��EW� � HORIZONTAL HORIZONTAL o 2 �- 0 � 6 '- 6 " .o _ "3 • J 2 ,- 6 „ s ,_ s � �` ��� 0 3 '_ p " g �_ g • �a J 0 o t50.0 3 '- 6 " 6 '- 6 " � � 4 �_ � � 6 �_ 6 • 4 '- 6 " 6 '- 6 " 5 '- 0 " 6 '- 6 " 2 '- 0 " 5 '- 0 " F STOREFRONT ELEVATION W HORIZONTAL 2 '- 6 " 5 '- o " ��,� f" ' "°'���,,,,� � :\�-�� ,, W � t55.0 3 '- s " 5 '- 0 " �'��S �y�' � 4 - 0 5 - o ��� � :w � "L" = MAXIMUM HORIZONTAL SPAN �z `� 4 '- 6 " 5 '- 0 " - '. ��� �•`_ � ��D.L.O." = EFFECTNE DAY LIGHT OPENING = D.L.0.1 + D.L.O.z 5 '- 0 " 5 '- 0 " _ '•., � •�v �n 2 2 '- � " 4 �- 0 " F �, • �'•• ��` w 2 ,_ 6 u 4, ,_ � ^ ''`e�����0���e � ���0��\`\`` a ±60.0 3 '- 0 " 4 '- 0 " 3 '- 6 " 4 '- 0 " 4 '- 0 " 4 '- 0 " � , . HEAD, HORIZONTAL & S1LL CONfVECTION DETAILS " �, m� a= o (SIDE VIEW)sc,aF:3re^=r N �` o� �� � IAIN.E�. MIN.E�. B IXISfING C F- Et y � F/STENERS EIOSiQJG POURm FlSiENERS p STRUCiURE c�i Z O O _�CONCREfE SfitUCNRE , p 1/8' MIN.iHICK • O .." a' � 2z WOOD pSfM A-36 � d '� • ' .�. ' ..�. BUCK FASfENERS �� > o� � •�IIJ_ED. . .�.IN.�EO.' .. x[n t[n (BY 07HER5) _ � • �'� � m Y Ov�k m 15 � � i/4'wa. 15 ����"� 15 �/4'w�. � rv� � � � 22 � sra svnce 22 sHw sau� � I snu saacs � tna� m �a : 17 I �6 �Z)����TYP.) .�7 I 1 6�2)REQ'0(TYP•) 1] ,�� ] pZ� a) � � �.. (4)RFA�D(Typ.) rn ��1� � �' '$ �° 7 19 � 19 � 19 = ��� � �e E�CTERIOR FXTERIbR o 1,�� 'C a o � JMAg OR 1 JAMB OR � JAAIB OR Z (n=a O � � �$ MULLION AIUWON MUWON W z G �t � (BEYOND) G � (BEYOND) G � (BEYOND) � � $ d � ; �J • � N & d � W �^ � � NOTES: o . Fc� U = U�'R - 2 � FOR HEAD AND SILL FASTENERS QUANTITY, z °�$� aa 19 iYPES AND SPECS SEE SHEEf 6 & 6A. o $ O W�a;a�x _� (� o�'°��� 9 � Q USE OF HORIZONTAL (SEE SECTION 2) m � ���_g�� �oR ° 16(3)��°Rra�) ° LIMITED BY SCHEDUI.E ON SHEEi 7 � W m�=o�W� R 8 �WON O FOR GLAZING DETAILS AND GLASS SCHEDULE � � � ��� �� 19 (eEror�n) SEE SHEET 3. � `sg �FOR MAXIMUM D,L.O. SEE SCHEDULE ON ��� G 1 S SHEET 3. d J �O � � JAAIB OR JAAIB OR JAA1B OR MU W ON MU W ON MUWON G � (BEYOND) G � {BEYOND) G � (BEYOND) w 19 2 19 2 19 i�wupiiip o 2 �5 ocmaoR �5 - ExrFa�oR �5 .`e 1�JR, ���i� 9 �z 9 �2 9 — is��R�a �h�:. 'E��' � �2 =�: o� � � 8 � 3 16 (z)rs�a'o(ry�.) 8 � 3 16 (2)�o'o(ry�.) $ 22 3 �¢: � � :� 15 15 15 15 15 . 15 p�;_ ��oe� �i i/z'Yi/4•rr� � �:-• .. a (i i/z'.�/a'w� �� U i/z•:i/a•v� •., y, _e,� NOTCH REQUP2ED ON � ' � � �~ �= '" ��'� NOTQi REQUIRED ON NOTCH REUUIRm ON y�LFNGfN �tl�-. SEPLANT AT CENTEPoJNE �IN:.E.U:.; . .'��. ^ ��� ��AT CENTERLINE t�eo. �rt Ea OF SUB SILL SEHLAM!AT CE1lIERLINE OF SUB�L pq�NG STEEL ''��o�, •' .� � OF MUWONS&JAUBS)�.�•'='"..:;.•. ;,, " OF MULUONS&JAMBS) x WOOD OF MUWONS&JAMBS) y�UCNRE �'�i� ES��Q a��° � ' A ,r•� 2 • - •• • I•�IXLS7INC POURED ' B�K B 1/Bu AIN3 7HICK ��qSllli4tiktl4>�� B CONCREfE S�RUCRIRE B FASI'ENERS (gy QT}{�5� FlSiENERS � F0.SfENERS � IAN.ED. N.ED. � SECTIONS AT JAMBS �, m �_ � isr�:�aA• _ �` " �,� P TO P(klRm CONCtZ�Og HQL0V9 CQNG�BLMK�JC�URE TO STEEL STRUCTURE a � - TO WOOQ STRUCTURE h� j �1 SPAG£ f• 3/8•�- N : I �� SH�i sYACE � � � a a existwc rouREn .;;".'. 21 21 24 i p o EAD OR SIU. OR SIU. E4D OR SILL m FiOLI.OW �R �� (9EYOND) ' �� (BEYONP) 57RUCTURE�� �� (BEYONG) ? �W W �.� o CDNCREfE BLOCK��`� �� � 5��� � 2s O�DNBUCK d Sj8'MtN.SMfCK Q.d"� m� '� � SIRUCtURE W A57M A-36 a,�,, �, c� r � �� G W G � cer o,HEPs) G N4TES: •� F-�� -_o "'� •�� 3 � ^ � �az m �o a �nsrams �` FnsiErtt�t5 FnS1ENQts �v t TYPES AN6 SRECS�SEES SHEET,�10_ ,� p�� ,�, �w��' &,» . . o+ MW YI �o �i- � OFOR GLAZING DEI'AILS AND Z I O� R z� 23 �� •� � ,,�,� 23 � � 23 � GU+SS SCHEDU�E SEE SHEET 3. a �� � �a �� "i 1/4'uu�.oErrx,roinr ,` a i�/'���p�p� i/s'w+.oErtti,wwt FOR MNCIMUM O.L.O. SEE Z inz3�' � w� �5 0 PfN�IO N g w/t/a'iut o�ni '� 16 AT W����� 1$ '� w/f/a•r,aN.D�rnt �6 �SCHE�ULE ON SHEET 3. W � AT mUWD1H OF J�iI W�ff11lNT 15 AT 4mYnOM OF JqM +� � � o "/:�x;wr's • 4 oRa7 orrIIaat 4 oR 7� �aoR �/s�auir�s ¢ oR�7 ExsQuoe s W � � + '� • ? *3jrs'uac a 3/a' � tn �., �J/1C YCL 8 J/B'WX^ MIOE JOWf W/ff/�LWf Y8 � W6)E JOPIf W/gJtlJ(f 15 f 3/16'IAIN.d 3/e'. y�� • W�DE JWif N/gAUNT 15 O - s�� SECTI4NS AT MU�.LIC}NS � _�g^; sca�.�a=�� Z —x�� a HEAD OR Siti NEAD OR SIt1 �3 NEAD OR Siki L] � Q W���"'~' HEA6 OR SiLL HEAO OR SitL t TJ J ? °R m�°^ (BEl'ONO) (6EYOND} o '�o 03. (HEYOND) (BEYOND) � (BEYOND) � d W��j o � W �:_aW1� - -- � - — - — o o J z��E j4 G , G G G ...y .. _, �,, � ��sg" 3,. _._.. �_ o ;.�� 2i 2' ' � �� 1 1 1 1 1 16 2& 1& tfi 16 4 4 7 � 6 �R 11 ��o� 11 �pR 11 �i� Cvl-1 ��cra� M-2 � M-3 � M-4 , 4��3t�a�r�r� � HEAD OR SILL O. JR, °j��, � (BEYOND) FAD OR SILL �'S' HEPD OR SILL e���' , ....,, `+. {seroNo) (aerallo) ���,; � -- – -- `¢:•`r �D`'`� �"� a�, 'sa G G ' C' �cHOTE: tNDICATED MAXtMUM AtJO MtNlMUM VAlUES �OR SPECiFlED ��=, �G,��� ``�' .. .... '" ,�T` O 2 j - _� SEA�ANT VERTICAL JDFNT NM1IJTH A7 JAMBS CONNECTED T6 '�, aq.: WALL HAVE BEEN DE7ERMINED ONLY TAK�NG INTO � � � 1 JAMBS D�UE'ZO HERMA� WlND�AN�S OWN�S WALL AT `✓�r����'"�' •� � p'J Q - - CONSTRUCTION 70CERANCE. AND Nt?T PERFORt�iANCE ��tr rs�ti��4�y� 16 1 6 �6 FACTORS FROM THE SURROUNDING SIRUCTURE. 31 5 �aR 31 5 � M-5 �� M-6 �-, . CORNER DETAIL AT JAMB MAXIMUM A.S.D. DESIGN PRESSURE RATING&CORRESPONDING � � M= � (PLANVIENI)sra�:a�a=r � m e o� � 3/8•w�x. MAXIMUM FAS7ENERS SPACING SCHEDULE FOR JAMB CONNECTION 5 �_ � � = N 34 �SHIN SPACE rp 8 8 !n� �'j IXISf1N 20 �� 3 �8 �2 Mpp��� JAfSB FASTENERS SPACING"spcg"(in o.c,) � � � STRUCTUR POURmCONCRE7E � Z a � (er mt�ffts' AS.0. WOOD STEEL � � o DESIGN ����N oRHouow � ����n.THK 1/8"Min.THK. y � °' � SPACWG CONCREfEBLOCK � � P��� SUBSTRATE SUBSTRATE _ �� � o� � FA��� r' RA71NG FASTEFERS T'PE FASTENERS 7YPE FA9TE�R3lYPE FASTEPERS TYPE "T' �N -Cp m NSA "St�I�-m) A 1!4'0 B 7/4'e B� 5J16"e C E�C� 1/4'e � FASTENERS IYPES: (SEE SPACING SCHEDULF) � ��� •� �� a � 1 2'&3' 12 12 12 12 j a� m �g 6-• 3'- 6' 12 �z �p �Z A-7/4'O ELCO FASlENINO SYSTEM,LLC.ULTRACON ANCHOR L O� � F m _ 4'- 0' 12 12 12 �p W/1 3J4"Min.EMBEDMENT IN7'O POURED CONCREIE � N@ N �_ �6 (NGn.fc=2730 ksi)OR W/1 1/4'Mla EMBEDMENP INTO Mw5 �_ �.0 4'- 6" 12 12 12 12 HOLLow BLOCK(Min.Pm=1.824 ks�81'MIPL EDGE _ ��� � Y� 5'- 0' '12 12 �Z �Z OISTANCE,BEYOND ANY FlNISH MA7ERIAL � �_ '8 �o 0 4 �R 7 IXIERroR 5'- 6" 12 12 72 12 0 4-t7� a O 6'- 0' 12 12 12 12 Z �2� Q m� �= 6'- 8' 12 72 72 72 B-1/4"0 ELCA�FASTENING SYSTEM,LLC.ULTR4CON ANCHOR �y W o � 1�J + 22 2'8 3' 12 12 12 12 W/1 112'Mirt PENEIRHTION INTO 2 x VJOOD BUCK(G=0.55) � SEE DEI'AllS 3�' 6�� 12 �2 72 12 &7 MIN.EDGE DISTANCE,BEVOND ANY FlNISH MATERIAL .c W ; � s ON SHEe7 9 4'- 0' 12 12 12 12 a' N g" X �� 4'- 6' 12 12 12 12 B'-5%6'0 ELCO FpSTENING SYSiEM,LLC.ULTRACON ANCHOR � � � 5'- 0' 12 12 l2 12 W/1 12'IVfia PENEfRAT10N INTO 2 x VWOD BUCK(G=0.5� o �� �7 5'- 6' 12 12 12 12 g 7 yg�MIN.EDGE DISL4NCE,BEYOND ANY FlWSH MA7ERIAL. W a R 19 �� . 6'- 0" 12 1112 12 12 p . ��2 I� 6'- 8' 12 1012 12 12 U u o (SfE�ET.7,2,3/8� �� ^. � C-1/4'6�20 SLOTTED tNDENTED HIX WASHER HEM THF2EAD i� 6 . �l ({ 2'8 3' 12 12 12 12 CUT7ING SCREW TYPE"P,7JNC COAiID.Wl MM.Fy=77 Fal, U' 'i �� im 4 I \\���` 3'- 6" 12 12 12 12 Fu=100 ksi TO 7/8'MIN.THK ASTM A36 STEEL&7'MIN.EDGE Z " 17 q �� � 4'- D• 12 12 12 12 p ' ����Rm�� h I �r.0 Q'- 6" 72 12 12 �2 DIS7ANCE. ,� o�t� r�l I 5'- 0" 12 12 12 12 � k � W�Rg$v� � I ` � "l � 5'- 6"� 72 11 12 a 12 � C'-1/4'O ELCO CONS'fRl1CT10N PRODUCTS DRILLFLEX STRUC �] � W _�i t � I � 6'- 0" 12 10 12 12 '12 SCREWS TO MIN.118'THK ASM A-36 STEEL 8 7"MIN.EDGE q ��'o� � O�R 7 I 6'- 6' 12 9 12 12 DISTANCE. � J?��E �� / �� � 2'83' 12 12 72 '12 � ��m"� ; � j 3'- 6' 12 72 12 12 W 4'- 0' 12 12 12 12 0 �_� ^. 7 4'- 6" 72 12 92 12 �.0 5'- D' 12 11 12 12 �� �� 15 5'- s'" tz �o tz iz i s�. o° t2 s �z �2 ��: �,` s�- a^ �z a trz iz i2 (z) 1 s a, 2z,� 2•a a• tz tz tz �z � 3'- 6" 12 12 12 12 55.0 4'- 0" 12 12 12 72 17 / ���'.� 4'- 6' 12 1� 12 12 5', 0' 12 10 12 t2 19 �ill � � 60.0 3&6" 12 12 12 12 ��J�I����P���a o � 4'- 0" 12 71 12 12 72 ��e���' R. ��� \ (SEE DEf.1,2�3/8) �l ` '.��..'. � � \ ��•. �� s�:�y r�-.-'. OOR 7 11�1 ��� ��:� I� � W¢� `� : / II�I v� :yS: �• : ;ll,�,�` i�� � ••, ��a�;= � � � �� � �� • O %��� �. � ..3 8 12 �p.��i�p, F�Q�Q.�..� ��/ �ii� $�`•�e��° d i/ \� �Iq 1l4S16FQ69�t ��\ � ��J a� '�z, `� '�.� ��! �2) 16 � V�EYY nv» /t 20 (ISOMETRIC) \a • I `� OLDCASTLE BUILDINGENVELOPE — NS-212 NARROW STILE — MS-375 MEDIUM STILE — WS-500 WIDESTILE ENTRANCES , 1�A 18 C 1�K �``������V'�"'n','''a�f,�,������' �,��GENS��'�c'i SINGLE ENTRANCE DOOR SINGLE ENTRANCE DOOR PPJR ENTRANCE DOOR ��t;' No•68180 :,*c � WITH SIDEI.fiE WfTH SIDELITES WRH SIDELRES _-p: '� ;�_ � pp'� sTarE oF `�; ��.� 4 4A 4B C 4D E r----, r----� 2 2A 2B C r--- , r----� 6 6A 68 '%�.'•(o�y��P.�?: 7 7 7 � � � I I I I I '�i,S''••......•••'G��.� I I I I 5 5 I I I � 9 9 9 "�.,uSlO'N�A�„�\��`�� I � I I , I I I I Secnre Etectronic Seal I I I I I I I I For EIectronir Sabmissiovs a � I i � � 8F 8 i ' � i /�//) � � i �j/�/ p./ I I I I I "'�/ /^ MANUAL COMP ' I I I I I oe.VA I I � �; � � � � :mwvzsizsr�aus•ar p I I � I I I � Q y � � I I � I I -J O � �----J �----J 33A 3BC �----J L-- - -� N _ 6 6 �I ALLdWABLE DESIGN PRESSURES C � W � NS-212 NARROW STILE +35 -35 PSF � a C CH "R �.� ' �F 3 MS-3�5 MEDIUM STILE +70 -70 PSF �� �� , �m �� WS-500 WIDE STILE +70 -70 PSF SINGLE ENTRANCE DOOR SINGLE ENTRANCE DOOR 5 5B PAIR EMRANCE DOOR �� � WITfi TRANSOM WITH TRANSOM AND SIDELITES 8 8 WITH TRANSOM ,4ND SIDELITES CODE REQUIREMENTS FOR SAF�GUARDS MUST BE OBSER4ED. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY � TO TRANSFER LOADS TO THE STRUCTURE. �p k-" � r i r----� 'ID E 1H I r-- -1 f----1 ANCHORS SHALL BE!S L15TED AND SHOWN ON THE DEfAILS. �`n I I I I 2 3 I I I I MICHOR EMBEDMENT 70 BASE MAiERlAL SHALL BE BEYOND �o � � I I I I I I W�DRESSING OR SfUCCO. o0 I I `n I I I I I I I � �CHORING OR LOADING CONDITIONS N0T SHOWN IN hiESE r„�-�� � � I I I I I � ��'aLS ARE NOT PART OF 1HIS APPROVAL, � � 1 I I I � � � A 339. INCREASE IN ALLOWABLE S7Ft65 IS NOT USED IN THE �z � ; II I � � i DESIGN OF 7HI5 SYSiEM. N Q I �� � � ALL STEEL IN COMACT WfTH ALUMINUAI TO BE PAINTED OR I I � I � I I I PLATED. N z I � � I � I I � z� i i � � � � � � w L----J I � , I � � I � L____J L----J L—__—J � r c 4/16/12 NS MS WS - -- � =-i-- -- ANCHOR CHART NS-212 NARROW STILE MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-2000 FRAMING �s__iiz� _ _ +35/-35 PSF DESIGN LOAD � FRAh1E WIDTH 39 1/2' 17 3/4' 20' 20' 17 3/4' "- _. � FRAME WI➢TH _t_..__{._.__�._._..._..� 6' 6' � � � � i ( �C� I � H 2 = �- "" ti = W .�. 1 = �.BA = S �_ � � TYPICAL ANCHORS: m ----- ----- � ----- o m 0 in f � Q A CONCRETE SUBSTR,4TE: m¢ • � ----- ----- �, � f"----'--�-' X "A�� ----- X 1!4'TAPCON WITH 1 1/4'PENETRATION MANUALCOMP �- iai ¢ ¢ WITH 2'MIN.EDGE DISTANCE . i E f �� ! h ':. ¢�- v � STEEL OR METAL SUBSTRATES: Q ; � � i � W 1!4'TEKS/DRILL FLEX SELF DRILLING SCREWS O � , ' � j— WITH 3/4'MIN.EDGE DISTANCE ; � a` � m `e _4 8' WO00 STRUCTURE: C = - $,---- - #14 WOOD SCREW � � --*- -- 3�' WITH 1"MIN.EDGE DISTANCE c 75 1/2' � �� i�._.._...----..__._...---- -- •- � �� FRAME WIDTH 39 1/2' •� �,^ 17 3/4' 20' 20' 17 8/4' FRAME WIDTH d _ m �a ANCHORS LOCATIONS: � � � I � 6� 6� D.O. ANCHOR LOCATIONS FOR LETTER DIM. i HGT. A B C D E F � l �F^ 83.5 34 54" 74" 80" 89' 706" o j o � 0 �cu ------ ^E^ o� ;� ' ••�• �c�n ` _ �. �� —_._.. .._._._. C" vc�ue r�x�n N �L�.. i F - I 2 ~ �� NIF � � 2 �o \= I � W � �p '.� �I i � _ „Ba = �V :w -•.x i , ; : � � � �a w ----- ----- �w ca! a ----- o �z . ; � . � ` U Q G7 w j¢ ; ` : � __-__ _-___ 'a � `-.._._— X "A" ----- X N� iX I � �' � � N Z �¢ I � , ' N f a � � Z N m � ! , T— j— i i r � °' a' � � i4 B' �+ct ra _{_8�.__. ..I�,._ 4/16/12 NS MS WS - 2 .� • �_ , � . , `� ` ANCHOR CHART MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-2000 FRAMING ,s 1,2• +50/-50 PSF DESIGN LOAD __...--- - - FRAME WIDTH 39 1/2' I FRAME WIDTH � 17' , 17' , 17' , 17' I6� 6�- � _f. _ .. __ . � i � � i � i _..._.__..._.__ = i .�— = a v w � i . � TYPICAL ANCHORS: � �x ---- ---- o ! � o m � - o ---- o W • i ��� � � q • j � q CONCRETESUBSTRATE: �� p� ---- ---- Qi 1 . 1!4"TAPCONWITH1114°PENETRATION MANUAICOMP OJ S � I X I . I ---- X � � � ¢ � v; ,¢ WITH 2'MIN.EDGE DISTANCE � I� � � � , � � � STEEL OR METAL SUBSTRATES: Q_ � ¢ a�p � a m 1/4'TEKS/DRILL FLEX SELF DRILLING SCREWS O � � � WITH 3l4'MIN.EDGE DISTANCE � � ' f � C � �� I.._....' � WOODSTRUCTURE: W � 4 B� ik14 WOOD SCREW c 4 � B'�_ - �;- WITH 1"MIN.EDGE DISTANCE � � e'� 75 1/2' �O = �� � FRAME WIDTH 39 1/2' �� �� � � 4 I FRAME WIDTH'i � O m '''' ANCHORS LOCATIONS: i � !6' 6", D.O. ANCHOR LOCATIONS FOR LETTER DIM. � _17' ,_17' ,_17' _17' �� -�-..-� HGT. A 8 C D E F � j 83.5 26' 43' 60' 77' 89' 94' , � - — ' I �- �o _.. .._. _. .._..'_"_'_' ' ..._.. . I o J. _ �_...-'-----' IN — I� I �'1 I �— O� {� 7,_ �� �K 1 _'_'_._.'.__ -_. �._--_ rc-a� � �n IO � � � F. o i (U�r I � � i __._...._ � �� � .....__.._._..__"_ '_"..._.__.._...._ r. L[7 �S ' W I W �w '_'� ' 2 2 M U :W � � � I ¢ --�!W ;' w , j �— ---- -`--- o �`� �.`� � � ---- o �z � a' � i ?� � c.i o �¢ ` ---- ---- Q ' I Q � � I� U i ¢ ; ; U __-_ Q N¢ ��` � ! ' � g �z �X W, � W� Z� i Q V `C N 'f Q CD � ¢ W , � i � � i4 8' , _..'�..9'I_- 4/16/12 NS MS WS -3 - - - ' ANCHOR CHART , i MS-375 MEDlUM ST1LE OR WS-500 WIDE STILE ENTRANGES WITN FG-3000 FRAMING � __._.--76"..�----._�.�.._._, �-�0/-50 PSF DESIGN LOAD FRAME WIDTH � 40" i J FRAME WID7H ` � 17' , 17' , 1?' , 17' , � 6� 6"` � � � i _— - ___ .. � �.__.�_�._._ ..... � � � - Y = ? x ; _...._.._...._..�.._ �a _ } � � i i �._—__ � S � I I ---� � � � TYPICA�ANCHC7RS: .D . _.___ ._ ---- 0 O "' m . � , ____ O �� ;aj Q q q CONCRETE SUBSTRATE: ----�- ---- ' �i � � v � ` U ____ X 1/4'TAPCqN WITH 1 1/4"PENE7RATION Mnnuu conta i q WITH 2"MIN.EDGE DlSTANCE � � � �—•-- � a� � v d. STEEL OR METAL SU6STRATES. Q. „ ' "z � � � 1/4'TEKS/DRILL FLEX SELF DRILLING 5CREWS Q � ; � t � ; WlTH 314"MIN.EDGE OISTANCE (� _ t__. t m a �" C g• WOOD STRUCTURE: C � .`"I4 ..". .` #14 WOOD SCREW W k "T`8,"' J� WITH i'MIN.EDGE DISTANCE � � 76' � F 8 FRAME WIDTH 40, � �� �,., ��� � � i FRAME WIDTH; � �m ��y ? ? ANCHORS LOCATIONS: � ..,..._.. ..��=,____. �,� } in `�'� E't� D.O..ANCHOR IOCAT10N5 FOR LETTER OtM. _ I , -"�-'- "—I-'• HGT. A B C D E. F � 17' 17' . 17 i '!-'�' — � �53.5� 26" � 43' � 60" � 77' � 89"� g4" ! f 1 I ;o 'o --.. ..._...._.. ...__.__ ;o r--______ r �._---.._._.....�_._. m _..._._.__._..._...._ ;� � 7'_...—___..__ €� I _in� � � � ;� � o�.�, i� � �---�_...._.. - i �._.. ._ ._....�....____� o r �o �4. ! ; � � rc�t� I N I t- � i � � S �o N�= ; � ..._._._....___..__ ._...__ l7 �� � : W � ..._.. ..�.....__. .�.i ��o .r�.. I j = i W �W . i !W . � 2 M� , ��''� W ____ ____ p i.� . Q.' 1 ¢ IQ ( , `� �A ____ Fl , ' � ,.n.I � ____ q �Z i� I V ; _--_ X _-�,� x CV p ¢ U Q Cy¢ F ' ( If . ��f � � � � , �i �— � �C j � ,Q m I `r �N +� � � � � I � T t _ T p� B� P C .�.j..e'��_ arlsnz NS MS WS 4 . . +r.., . :::, ,. ANCHOR CHART MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-3000 FRAMING 8B" +70/-70 PSF DESIGN LOAD 46" FRAME WIDTH I FRAME WIDTH 18' , 1B' 18' 18' ' S' 18'_ 18' S_ _...--- --_ ' -.�._..f.. i � �� �} � i � I � I � � w I w = x i x � ao = _____- -_-_-_ o � ____-_ O 3 m W w ------ ------ Q W' I ------ q TYPICALANCHORS: m � ¢ q s x ? �� X CONCRETE SUBSTRATE: � � j ; � � i '� 1/4"TAPCON WITH 1 114°PENETRATION MANUALCOMP i ;-� j � :� � � WITH 2"MIN.EDGE DISTANCE �� ( �I � � STEEL OR METAL SUBSTR4TES: Q � i i ¢ ; Q , 1/4'TEKS/DRILL FLEX SELF DRILLING SCREWS O � ; I � WITH 3/4"MIN.EDGE DISTANCE � � i , , "_'_"'_.___..._. � � 1..._ N� � `� } i 10' 10' � WOOD STRUCTURE: W k ' #14 WOOD SCREW � o y 10'-+- 3{'- WITH 1"MIN.EDGE DISTANCE � a� .� �° A 88' a 46' p m �a � ""� ������'��������- � �` ANCHORS LOCATIONS: FRAME WIDTH i i FRAME WIDTH . 18' , 18' 18' 18' , � :5' 18' 18' S D.O. ANCHOR LOCA"f10N5 FOR LETTER DIM. - �--- ---�----- HGT. A 8 C D E F G � I _�.. .._...._._.. ..__. .._....__.. __. ._�..t _ ' � I. .._...._� 96' 23" 41" 59' 77" 93 7/2"700 7/2 710' . u7! u7.�...._.. i --- i o �._...._._.._.._._. _.. ...._.._.. _...__..__.. ..__._._.. � 0 � � � � p�" � �� I N ' � �-�� v�� � �o � 1 � F- �o r ' � � � M� . ; d' � i ; W W I �¢ Ni : ..-----'.-. 2 .................._.._._.. 2 �� .. � � . ~,2 � i ___'__ _—_--_ Qt :�) . _---_— d' �z �, � w . � . � � ` W � A I • W. � —'____ Fa �¢ • . —___—— ______ . • ' � I¢ N � q; �. ¢ i Q i .(— — Q I ¢ ` I f � F Z� X V i U � v� ¢ I � �0 � �O � � �� � � � � � i a � (� ¢ � Q r�mx rm � � i �— . -- + .. 4/16/12 { i 10' 10' � lp _ _�3.. � NS MS WS 5 ANCHOR CHART NS-212 NARROW STILE MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-2000 FRAMING +35/-35 PSF DESIGN LOAD 6' 20' 20' 6' g I !�1�_i ; ; 6' ' 6' � _._ . _..._.. ,...__ __�_ �_�__ �------- __�_ _�_ � � � � �� � _ _ � � \= Q w TYPICAL ANCHORS: > � M CONCRETESUBSTR4TE: m W IyJ �� –__–_ _____ U%£ _____ 1!4'TAPCONWITHIIl4"PENETRATION MANUALCOMP m� m� WITH 2"MIN.EDGE DISTANCE � � � � I STEEL OR METAL SUBSTR4TES: Q� � 1/4'TEKS/DRILL FLEX SELF DRILLING SCRE4VS O � WITH 3/4'MIN.EDGE DISTANCE �+ = � j / C 1.____. __{_ _-- i_______ _ -_ WOOD STRUCTURE: � r I '4 8' � � I � #14 WOOD SCREW � c� :�g•�_ � '–F— WITH 1"MIN.EDGE DISTANCE � F� x_ 6' � �? .� `� s• 20• 20• i 6• y � �� __._- ,-- -r---- -- � 6. 6. � _- __�_ _--�-- --�_ `I NO REINFORCEMENT � _ - o w O� F rc-a�e rUxio� � vri ~ �� �-�. H �O N LJ (U W �p � � 2 __ __ I�U tr] ;E �� I ¢ � ----- ----- �� ----- �'z t� w __--_ --___ ND _' _' N 4 � � (/)¢ Z N � " _'_ r�cr ra 4 8' � � _...;..8'.� .__I��T,.. 6 - 4/16/12 NS MS WS 6 ,.. � , � u .. ANCHOR CHART MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-2000 FRAMING +50/-50 PSF DESIGN LOAD 3' 3' � � 3' 3' � ,i 12' i �12'''� .._, _. . ` � , 6� I�6� � I I k -f- _f�- �.._._ --� � �-- _ = 3 � � v w �w TYPICAL ANCHORS: m= ---- ---- M= m ---- CONCRETE SUBSTRATE: tn f in f 1/4'TAPCON WITH 1 1/4°PENETRATION MANUALCOMP m¢ m¢ WITH 2'MIN.EDGE DISTANCE � � ---- °� STEEL OR METAL SUBSTRATES: Q � 174'TEKS/DRILL FLEX SELF DRILLING SCREWS O � � WITH 3/4'MIN.EDGE DISTANCE ? � � K ___ j -_ --- WOOD STRUCTURE: � � 6, g. #14 WOOD SCREW � c� � 8, WITH 1'MIN.EDGE DISTANCE � � �}_..._h_. e_ r � �'� 3• 3• — 2� 'I f-i � 3• 3� m �a � 6 C 12y 12' I ;{,•' . 6' � I i6' � � ==4� �4- � ==4- _f-= � -- � - - � I i � NO REINFORCEMENT ___ � ` --= p� . rFam Lc"J� � N H iF- V7� �o �.�. �.�-. O W N� __ �O N12 ��2 I�w .-. ___- ~'W V 1`7� "Q ____ ~�a �Z � Q. ____ W ____ ____ -- . � N ---- N¢ ; � 0 z i Z� i � q i & I 1 ' _ _' r� ra _�{_ 16, e I "}'$,��� 4/16/12 NS MS WS 7 I ANCHOR CHART ' MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-3000 FRAMING +50/-50 PSF DESIGN LOAD 3' 3' i 3, 3, � 6� i 12' 12' 6� �,_, . _ 6' � ' � � � W _ _ � u � , = w TYPICAL ANCHORS: `D CONCRETE SUBSTRATE: m `� ---- ww � f 1/4'TAPCON WITH 1 1/4"PENETRATION MANt1ALCOMP ---- ---- ¢ � � ---- WITH 2"MIN.EDGE DISTANCE _ � � 3 STEEL OR METALSUBSTRATES: Q � 1!4'TEKS/DRILL FLEX SELF DRILLING SCREWS O F WITH 3/4'MIN.EDGE DISTANCE � _ �^ C .._..__ WOOD STRUCTURE: L � :(• 8' #14 WOOD SCREW � � '�g•�� WITH 1"MIN.EDGE DISTANCE � �� - 3, � -3i- 3• 3• � � ?a _ 6, �12_ 12_),6' -- 6. . i�6. � , �� - ----- ----- ------------ --- _' 1 '__'__'_' " '�" - i _'' ___ o io o , `o NO REINFORCEMENT c� m -- ---- � � � _= f� --- ---- r�ase �r � � I N � o cn� i` �o � � �o x = �� � N N �v ..-i W ,..�_ �¢ 2 —_—_ —___ w W ; __-- � L`Z � ' w —_—_ —___ .E ¢ N p � �a, __—_ N¢ � I � N z ¢ (¢ z v�i f if � —- 8� �ecr ra 6, _{= �-- i �_$:�_. 4/16/12 NS MS WS 8 ANCHOR CHART MS-375 MEDIUM STILE OR WS=500 WIDE STILE ENTRANCES WITH FG-3000 FRAMING +70/-70 PSF DESIGN LOAD 5' is• , ie• ie• is• ,5'. �s" ls•._.18' s:�.. _�—__....__.. _._.._._ �- __�- _�_- -r- � � - � � � � � _ �_ �� �� .. � ;W ------ ------ W ------ $ ��_ ��_ �,� ------ ------ o`i� ------ TYPICALANCHORS: � CONCRETE SUBSTR4TE: � �� 1/4'TAPCON W ITH 1 1/4°PENETR4TION MANUAL COMP i WITH 2"MIN.EDGE DISTANCE � � � 5 STEEL OR METAL SUBSTRATES: (Z � � 1/4'TEKS/DRILL FLEX SELF DRILLING SCREWS �O � , � WITH 3l4'MIN.EDGE DISTANCE � � �____._ -'{ --{- f_...__.. .. � � I 10" 10' I WOOD STRUCTURE: � y 10' '3' #14 WOOD SCREW � c WITH 1°MIN.EDGE DISTANCE C �s � �w � a �� T� A �� gs 5� . 18' , 18' 18' 1B' , 5� 5' 18' . 18' S' � I _---....-^_---..._.....y...:._I.. � � _.._.. =1= �=t_= T_.. .._. I iI, i � __'_ ___ � � '— — � O� � O� RS-10 STEEL REINFORCEMENT `n� � c/�� �F �F �o ;H �M PG-335B 'n� �W w �� . , , � = c x z �w �iw ci�� ' ------ �z �¢ ------ ------ ¢ W � ------ ':� i�` ------ � ------ � �� � N Q j N 4 � Z N � � I ` � 10' 10' � �_ 4/16/12 10'� _.. �- NS MS WS _ 9 D D O R H EA D D E TA I L S �j Standard at Narrow Stile Door �3�Stnndard at Wide Stile Door ��Standard nt MediuM Stile Door T.. ..__...._.. f.. _..._.._._.. �. �; pI � � � i J, �; ' --._...._.. _ .-r-. � _ .._..__.._.."'...._T_. � . _ �1� FG-2D21 �� FG-2124 . ....�. ���, FG-2124 � i•', r--..__..._._._. VP-084 FG-2145 •-/ FG-2145 : VOOLPILE ;' WP-084 D��R STOP WP-084 DDOR STOP � R D_� � D_1 WO�LPILE W��LPILE g . � D-8 i i MANUALCOMP t'�' n-izs �' � � n-izs r� S-148 GLASS ST�P BULH 5-148 GLASS STOP � ' BULB Q o GASKET GASKET m V-32 GASKET / COPTIONAU V-32 GASKET / "+� / O � 1/4' GLASS J I/4' GLASS J J ? � V-32 GASKET W w 1/4' GLASS� � r � ¢ ---� / 1 A / 1 B \ � o DOOR HEAD '�OOR_HEAD \D00_R IiF� '_ �g � � �' � <� �FG-]333 GASKET �-FG-3157 ADAPTaR � m�„ ! r� __ HP-9 SETTING HL�CK HP-92 SETTING BLOCK ;v: r� i ` � �; ;c: i - ' =.i , � � .. � .1__..__. .� J 1 � � T. � C2 FG-3I63 \2} FG-3163 � � I FG-3163 �� W � FG-2145 �• FG-2145 � ��� FG-2145 � � � DOOR ST�P ➢OOR STOP j �W � VP-084 VP-OB4 MP-�84 DOOR STOP �U � W�OLPILE VO�LPILE ; W�OLPILE � Z H n �Q � D-8 D-8 Z� � z w n-�zs n-i2s D-2 n-�zs �f BU�B -- " BULB HULB u GASKET GASKET GASKET a �: (OPTI�NAU a / PROJER!p S-BI GLASS STOP--� S+81 GLASS ST�P� ; N S—M S—W S V-32 GASKET N�T TESTED QUALIFIED BY V-32 GASKET �; GRG 4/16/12 i•GLAS COMPARATIVE ANALYSIS i• G�ASS .^+i S-BI GLASS STOP� X'=X'-X' DOOR�HEAD � �� V-32 GASKET � �E STANDARD DOOR HEAD 1• ��Ass �DOOR HEADj 10 TRANSOM D�TAILS CAULKING,SHIMS AND PERIMETER FA57ENER5 AS RE0�0. FC,-2122 FlLLEft CAULKING,SHIMS AND ANCHOR � `) PERIMETER FASTENERS . � _... 4,; MediuM Stile OverheAd Closer � � ��_— �- I SHIM,BACKER ROD&SEALANT � FG-210� FG-2122 FLAT FlLLER •I �FG-3103 HORIZ M y� FG-2122 FlLLER � � FG-210� RUNS BEiWEEN ALUM Fl��rn 1 , STOP___ � MANUAICOMP FG-1133 GASKET SEAL ALL CORNFRS - t� 1'CLASS a $ FG-1133 Q � 1F 1G ^ �DOOR HEAD DOOR HEAD t/a'cu�ss � � W � � � C � 3/4' GLASS � o FG-1133 GASKET � FG-1133 p�� rc g V P 5-52� ,-5-53 � V m aR FG-3158 GLASS STOP--. �FG-3157 ADAPT�R I - m�� \ � ..r_..__...._. .._..._.._._._. y, FG-1136 ' HP-17 SETTING HL�CK ' (MODIFIED) � "' � / i � Q AC-113 OR AC-123 Q Q AC-113 OR AL-123 Q ti �! �j ii _' � •'� FG-316D �' \+ W i —-� I � � SL-1 SC-I "; �"�' � r..� / �� � �.- ��}� DS-304 �� W � {,� ns-ioa • �U o �Z w �� D-38 D-38 Z� � z w --. :, � . �. � c' / 5-148 GLASS STOP�/ �S T AN D ARD 5-81 GLASS�STOPJ V-32 GASKET J V-32 GASKET 114' GLASS� GRG 4/16J12 1' GLASS X'=X'—X' �H ��� , NS—MS—WS DOOR HEAD DOOR HEAD 11 COIVCEALED CL�SER HEAD DETAILS � �4,;MediuM Stile ❑verhend Claser � 4 � __.__...------ N O AC-I13 AC-123 O Q AC-113 AC-123 O MANUAICOMP Mi n ; � FG-3t60 ^r �I t� _ Q. m ' _"._...._...�. � ..I.._""'.'__'_� I 0 ^ SC-i ' SC-1 � � / `�`�' 7 � �4� DS-304 t f��� DS-104 � � s " _ �4� � � � ia �.�i C ¢ D-38 D-38 a o •� �g � K m�a� m,� -�— � w P; � �i _..------- ,.. 5-81 GLASS STOP� S-I48 GLASS ST�P , V-32 GASKET V-32 GASKET 1' GLASS 1/4' GLASS � W H � 1J � 1K �� ¢ , DOOR HEAD, �DOOR HEAD fA L!J o �Z u�i Z� � H Z W � v1�ER N¢ � STANDARD GRG anbiiz x'=x'-x' NS-MS-WS 12 I HORIZONTAL li/IIJNTINS DETAILS , � 2 2A � 2B 2C ,tiORZ MUNTI �iORZ MUNTIH ��iORZ MU� ORZ MUNTI� . ,-� i� m <I n� S � MANUALCDMP D-11 � a� � D-2 0 , � � c w ,, w � a� � D-62 w � � � o � •� �a r r D-21 M m m� � D-62 D-71 � w D-62 � � �c}n a cn w W �U � �Z r~n Z� � _ � Z W � PIm.IECi 10 STANDARD GRG aii6itz X'=x'-X' NS-MS-WS 13 BOTTOM RAIL DETAILS `1�Standard nt Narrow Stile Door /'�`; �2;Standard at Medium Stile Door $ 1' GLASS V-32 � � r�s-ei �3, Standnrd nt Wide Stile Door � �.._._.__.�.__..._.. � � ?,{ � ` I' GLASS � �V_32 W �5-81 � � � ^I MANUAICOMP !� Q, e I I � n � I � � W � 1' GLASS �V-32 � � 5-81 � � � � 0 I � f A m ¢� � D-2 D-71 D-61 D-71 � � n-ue vi n-ne wi I n-iie wi � D-120 SWEEP D-120 SWEEP D-120 SWEEP D-118 W/ I II-120 SVEEP W i" i-� F' %� �21 �3� - 0-134-2 v� `1 J TH-43 iHRESHOLD `,J �_j TH-43 THRESHOLD TH-43 THRESHOLD PANIC ST�P �} J ;� — � SET IN SEALANT _ — SE7 IN SEALANT .I — SET IN SEALANT — FTTACH — SEAL ENDS � SEAI ENDS _'� � SEAL ENDS 4/ FS-56 �� F¢- � FASTENER �W W � ❑ `�t 'P `-� '„I -�— - TH-49 THRESH�LD-1 �Q W SET IN SEALANT z H _I— =j__� SEAL ENDS � �-..._.. .._..._...._.. 4'..__..._.. � I-..._._.__ °" +' W j ❑ptional.Threshold � � _ .._.._...._...._...._..__ .._. L � , ., �,� / 3A 3B � � �t7Ul IUA� KfU�/ � � � a "'_ �—...._� _._.. . m.acr ra PSTANDARD GR G aiteiiz X'=x'-X' NS-MS-WS 14 JAM B D ETAI LS � �ll Standard nt Narrow Stile Door FG-2145 DODR STOP i—� FG-2118 ��c�,Standard 0.t MediuM Stile Door D-125 D-125 BULB BASKET GqSKET 3J Standard at Wide $t��2 Door FG-3158 FG-3158 �FG-3158 � FG-2145 # DDOR STOP �' D-125 FG-2122 FG-2122 FG-2122 BULB FLFT rFG-2145 FLAT FG-2145 FLAT FG-2145 GASKET FILLER / DDOR STOP �ILLER DOOR STOP FILLER DOOR STOP � VP-084 VP—D84 VP-084 �, WOOLPILE WOOLPILE WOOLPILE g �1' GLASS �1' GLASS �1' GLASS MANl1AL COMP D-3 D-6 D-13 _ �'� �� °a� � ,�� � (2� `3� Q $ V-3 V-32 `—V-32 '� i �5-81 ; �5-81 i �5-81 � � ; � ` i/8 �J:4' � 3 U.A• = I W w t � I I � � � � °¢ 4 � 4A —4B-� � o � JAMB i JAMB i. JAMB i � p$ m <w FG-2145 � m�� DOOR STOP FG-2301 FG-2145 D-125 DOOR STOP HULB GASKET �FG-2116 D-125 FG-2101 FG-2101 BULB GASKET FG-2145 D�OR STOP � FG-2122 FG-2122 FG-2122 BULB � FLAT FLAT rFG-2145 FLAT FG-2145 GASKET �C/) � FILLER FILLER / DODR STOP FILLER DOOR STOP } � � WP-084 / VP-084 VP-084 �� ~ I WOOLPILE ' WOOLP1lE VOOLPILE �U p �Z � Z� � 1/4' GLASS 1/4' GLASS 1/4'GLASS � D-3 D-6 D-13 w �1 1 V-32 ��i V-32 �3� V-3P \ / �5-148 � � �5-148 �S-148 � � i ; P� e� i ; STANDARD j 1 3l4' i c :.., I 1 3!S' ..3 �1y � 1 �/G• ' . ..o. .�___"_—._.... ""'___""".�.' ,.• ..._....__._..._._.. .._. __. .._..._: � —`— —�'---._.. __ -. ._._. ..—.—.—_—._ 4/16f12 ! 4C \ / qp �� x'=X'—X' \ JAMB / � JAMB i 4E �AMB i NS—MS—WS 15 D�0 R J A M B A N D S I D E L I T E D E TA I L S ;i�Standard at Narrow Stile Door . „ T RA N S O M D E TA I L� ;?;Standard at Mediur� St��e Door �-�, i 3�Stand'ard at Wide Stile Door FG-3158 �FG-3ISS `-� FG-3158 b # FG-3157 GLAZING ADPATOR FG-3157 GLAZING ADPATOR � I FG-2145 DOOR STOP WP-084 FG-2t22 VODLPILE FLAT � FG-3000 STOREFRONT SYSTEM FILIER UNDER SEPARATE APPROVAL fli �_� MANUAICOMP �G j !� -j\ ' FG-3158 GLASS STOP FG-3158 GLASS ST�P O y '.J! � 7 � _ - 3�,�. W w , , � C � 4F � 5 � �-1 '� z , JAM B /� TRANSOM JAMB/ SRANSOM JAMB� �$ � _ i K m <� , � m., FG-2101 �FG-2101 �FG-2301 � W FG-2122 � FG-2145 FLAT �Cn � —- D��R STOP —- FILLER �� F WP-084 40OlPIl.E �w p FG-2000 ST�REFR�NT SYSTEM �Z � UNDER SEPARATE APPROVAL z¢ � ;il � -- �2� -- w (3; � ; � PImJER N4 1 3:�- i� STANDARD — -- ---='a• i a,.i� _� GRG ait6�tz JAMB TRANSO M JpMB/ TR4NSOM JAM% X'=X'-X� NS-MS-WS 16 M E ET I N G ST I L E S ��Stnndard at Narrow Stite Door ,�-. (2%Standard ot MediuM Stile Door �.._. 3J Standard nt Wide Stile Door , � � �a•�e � �1' GLASS �, .—r' �.1 f �dEtTING �7ILE g D-12 D-63 _ �'`i� �—v-az � � `S-Bl MANUAI COMP �—1j3�• 3i4' 2 1!B'. � 2 SiS'. 3iA' �� i � Q _ � r .._.__. .,—n � ¢ i �1'GLASS W � r=���. � °¢ . � ' �., 'D o , D-24 D-69 �2i �v,ee,racAsri��� + �s -�/' �m m� V-32 I �5-81 � i �h.. 3:�• i 4 .>.�A' 3 3/.' 3!4' , r�,.—8 � �1' GLASS \ � �... �} J i-, / SE...� D-25 D-70 l31 '.::..� �M����� :�,,��_ �w Q �v-se " � �z � Q w �s-81 z� ~ 'la=-- - I— sf -�• �;a• W � � o� � STANDARD GRG aii6iiz x•=x�—x• NS-MS-WS 17 I DIE DRAWINGS � � � D-1 � � D-3 D-12 � DOOR HEAD STILE STI�E � DS-104 DOOR STOP � D-21 MANUALCOMP D-6 D-2 �� � 5 � e� � »>a BOTTOM RAIL STILE D-62 MUNTIN ADPATOR FG-2145 DOOR STOP ,a W c � w � o� _ + -° "� .� m 9— D-8 D-13 D-63 �� �� � 5-81 S-148 STILE 16 GLASS STOP GLASS STOP DOOR HEAD STILE , � w � �� � - �� z D-11 0 �W � D-25 D-24 � a.000 �. �Z o D-71 D-61 Z� W 0 TH-43 THRESHOLD !— Z MUNTIN STILE W STILE � PSTANDARD BOTTOM RAIL D-70 D-69 GRG 4/16/12 D-38 X'=x'-X' NS-MS-WS OOR HE D Sl1LE STILE TH-49 THRESHOLD 18 DIE DRAWINGS ,--�°--� � �� D � FG-1133 GASKET FG-2106 GLASS STOP AC-113 SHEAR BLOCK FG-3102 FILLER FG-3163 DOOR HEAD e a � � � MANUALCOMP _ 6 HP-17 SETTING BLOCK s FG-1136 SETTING BLOCK � � AS-6 ASTRAGAL FG-2118 DOOR JAMB FG-3103 MULLION o � HP-92 SETTING BLOCK '� � w � �s � ow a � � P `a �� o� m mm SC-1 CLIP � D-118 SWEEP RETAINER FG-2101 MULLION FG-2021 HEAD FG-3156 DOOR JAMB , � w � o ---��`�' !l� �} � �� � o � �w � � o � �Z � � S-52 S-53 Z¢ o FG-3158 FG-3157 � GLAZING ADAPTOR ~ D-125 GASKET FG-2102 FILLER FG-2122 FLAT FILLER GLAZING ADAPTOR Z w � � V-32 GASKET PSTANDARD � G R G 4/16/12 i � x•=x�-x' WP-084 WOOL PILE NS-MS-WS F-16 DOOR HEAD FG-2105 HORIZONAL FG-2124 DOOR HEAD FG-3160 DOOR HEAD 19 �� -----------�� HARDWARE D ETAI LS � o � s i � s • • ' � � 0 ADAMS RITE ADAMS RITE MS2180 AUTO MS1850+4015+4016 RELEASE 2 POINT FLUSH ADAMS RITE INTERNATIONAL FB-14 FLUSH 3-PT LOCK BOLT MANUALCOMP AR-1750 HOOKBOLT LOCK BOLT +70 —70 MAX DESIGN +70 —70 MAX DESIGN +50 —50 MAX. DESIGN PRESSURE +50 —50 MAX. DESIGN PRESSURE PRESSURE PRESSURE � � c� � Q. 0 0 � 0 o c � � � o � ow C ¢„ � � � ` O ,� � m- + 'e . O o m. , 1 � � � OBE ADAMS RITE INTERNATIONAL FB-1201VRM OFFSET PIVOTS 1850-505 3 POINT LOCK DEVICE FLUSH BOLT OP-6,7,9 & 10 � I +70 -70 MAX. DESIGN PRESSURE +70 -70 MAX. DESIGN PRESSURE +50 -50 PSF MAX. DESIGN PRESSURE � �� � z � � a 0 e 0 . 0 0 e 0 �V o e 0 0 0 �� a F- Z 0 � o � 0 e 0 a W O � O � 00 e0 p� �o �� �0 0 0 0 0 � o � � � aSTANDARD GR G 4/16/12 REGENT BH-1M STAINLESS STEEL ROTON 224 HD PEMKO KCFM95HD1 X'=X'-X' 4-1/2" x 4"BH-1 BUTT HINGES BUTT HINGES CONTINUOUS GEAR HINGE CONTINUOUS GEAR HINGE +70 -70 MAX. DESIGN PRESSURE +70 -70 MAX. DESIGN PRESSURE +70 -70 MAX DESIGN PRESSURE +70 -70 MAX DESIGN PRESSURE NS-MS-WS 20 HARDWARE DETAILS � al CORBIN RUSSWIN ED4200S FIRST CHOICE CP-100 JACKSON 2085 JACKSON 1286 CONCEALED RIM PANIC CONCEALED ROD PANIC MANUALCOMP +60 -60 MAX. DESIGN CONCEALED PANIC DEVICE PANIC DEVICE +50 -50 MAX. DESIGN +70 -70 MAX. DESIGN +70 -70 MAX DESIGN PRESSURE PRESSURE PRESSURE PRESSURE � °m � o � 'a � � � w .� /��� c d� 4 _—s.����1�/ ° I ��� l o � m- �/ // m / � 0 0 ' SARGENT 8401 CONCEALED SARGENT AD8500 RIM PANIC VON DUPRIN 9927 VON DUPRIN 9947 PANIC DEVICE +60 - 60 MAX. DESIGN SURFACE PANIC DEVICE CONCEALED PANIC DEVICE +70 -70 MAX. DE51GN PRESSURE +70 -70 MAX. DESIGN +70 -70 MAX DESIGN w � PRESSURE PRESSURE PRESSURE �" _' �� � � w �U � � < � I � z� _ O z 0 0 W o�o O � P � � STANDARD G RG 4/16/12 SARGENT HC L980 CORBIN RUSSWIN X'=X'-X' STANDARD OVERHEAD 1600 SERIES NORTON SURFACE REMOVABLE MULLION WS708AKM NS-MS-WS CONCEALED CLOSER MOUNTED CLOSER ASSEMBLY REMOVABLE MULLION ASSEMBLY 21 � � BILL OF MATERIALS � ITEM No, PART NUMBER DESCRIPTIDN DIMENSIDNS MATERIAL MANUFACTURER NOTES 1, AS-6 ADJUSTABLE ASTRAGAL ASSEMBLY ,331 X 1,562 X ,062 6063-T6 ALUMINUM ❑BE � 2, AC-113 SHEAR BLOCK 1.750 X ,906 X ,188 6063-T6 ALUMINUM ❑BE 3.688' LONG 3. CB-38 DO�R C�RNER BLOCK 2.130 X 1.44 X .25 6063-TS ALUMINUM ❑BE 6.00' L�NG 4, CB-71 D��R CORNER BL�CK 2.130 X 1.44 X .25 6063-TS ALUMINUM ❑BE MANUALCOMP ' S. D-1 DODR HEAD 1.710 X 2,250 X ,125 6063-T5 ALUMINUM ❑BE 6, D-2 DOOR HEAD 1,710 X 4.00 X ,125 6063-T5 ALUMINUM ❑BE $ 7. D-3 D�OR STILE 1.750 X 2.125 X .125 6063-TS ALUMINUM p$E "Q � 8, D-6 DOOR STILE 3.75 X 1,75 X ,125 6063-TS ALUMINUM ❑BE � � N 9, D-8 DOOR HEAD 1,710 X 3,00 X ,125 6063-TS ALUMINUM ❑gE W ¢ I - � `�g 10, D-11 DOOR MUNTIN 1,710 X 1,865 X .125 6063 T5 ALUMINUM OBE c �W 6063-TS ALUMINUM � �" 11, D-12 DO�R STILE y 1,967 X 1.750 X .125 ❑BE a — � ._ 12, D-13 DO�R STILE 1.750 X 5,00 X .125 6063-TS ALUMINUM pgE m m_ 13, D-21 DOOR B�TT�M RAIL 1,710 X 3.00 .X ,125 6063-TS ALUMINUM OBE � 14, D-24 DOOR INACTIVE MEETING STILE 3.75 X 1.75 X .125 6063-T5 ALUMINUM ❑BE 15, D-25 DO�R STILE 4.842 X 1.75 X .125 6063-TS ALUMINUM ❑BE 16. D-38 DOOR TOP RAIL 3.00 X 1.71 X ,125 6063-TS ALUMINUM ❑BE 17, D-62 MUNTIN ADAPTOR 1,430 X 1.438 X ,062 fi063-T6 ALUMINUM ❑gE W 18, D-63 DOOR STILE 1.967 X 1,75 X ,125 6063-T6 ALUMINUM ❑BE �� � 19, D-69 DOOR ACTIVE MEETING STILE 3,614 X 1.75 X ,125 6063-TS ALUMINUM ❑BE �� z 20, D-70 DOOR STILE 4,842 X 1,75 X ,125 6063-T5 ALUMINUM ❑BE �V � 21, D-71 8' BOTT�M RAIL 8.00 X 1.71 X ,125 6063-T6 ALUMINUM pBE �Z � 22, D-118 DO�R B�TT�M RAIL SWEEP ASSEMBLY ,812 X ,302 X ,125 6Q63-TS ALUMINUM ❑gE Z� o F- 23, D-120 DOOR SWEEP .13 X 1.031 SILIC�NE EPG W 'I 24, D-125 DOOR ST�P WEATHERING ,125 SPACE SANTOPRENE ❑BE � �i 25, DS-104 DOOR STOP 1,625 X 1,188 X .094 6063-T6 ALUMINUM ❑BE � Pim,lECi Im STANDARD GRG an6itz x'=x'-X' NS-MS-WS 22 � �ILL OF MATERIALS - CONTINUED ITEM No, PART NUMEER DESCRIPTION DIMENSIONS MATERIAL MANUFACTURER N�TES 26, F-16 DOOR HEAD 4.500 X 1,740 X ,125 6063-T5 ALUMINUM ❑BE � a 27, FG-1133 GLAZING GASKET ,500 X ,548 EPDM EPG � 28. FG-1136 SETTING BLOCK .500 X ,653 EPDM EPG 29, FG-2101 MULLI�N 4.500 X 1,750 X .094 6063-T6 ALUMINUM ❑BE MANUALCOMP 30, FG-2102 FILLER 4,000 X ,0641 X ,078 6063-T6 ALUMINUM ❑BE 31. FG-2122 FILLER 4,000 X ,0358 X ,076 6063-T6 A'LUMINUM ❑BE $ 32. FG-2124 DOOR HEAD 4.500 X 1.750 X .094 6D63-T6 ALUMINUM ❑BE °m � a � 33, FG-2145 D��R STOP ,842 X ,730 X ,050 6D63-T5 ALUMINUM ❑BE � W w 34. FG-3102 FILLER 4,000 X .695 X ,070 6063-T6 ALUMINUM ❑BE w � 35, FG-3156 D��R JAN1B 4,500 X 2,00 X ,094 6063-TS ALUMINUM ❑BE � o� 36, FG-3157 � GLAZING ADAPTOR 2.408 X ,750 X ,078 6+063-T5 ALUMINUM ❑BE a .� a� 37, FG-3158 GLAZING ADAPTOR STOP .735 X .750 X .062 6063-T5 ALUMINUM ❑BE pp m- 38, FG-3160 D��R HEAD 4,50 X 2,00 X ,125 6063-TS ALUMINUM OBE � 39. HP-17 SETTING BL�CK 1,316 X .250 EPDM EPG 40. HP-9z SETTING BL�CK 1.316 X ,344 EPDM EPG 42. S-52 GLAZING ADAPT�R .683 X 1.094 X .062 6063-T6 ALUMINUM ❑BE 43, S-53 GLAZING ADAPT�R 1,750 X 1.150 X ,062 6063-T6 ALUMINUM ❑BE W 44, S-Bi GLASS STOP .747 X ,750 X ,050 6063-T5 ALUMINUM ❑BE ~ 45, 5-148 GLASS STOP ,738 X .50 X .055 6063-TS ALUMINUM ❑BE �� z 46, SC-1 STOP CLIP ,281 X ,968 X .032 STAINLESS STEEL �BE � � �U o 47. TH-43 THRESHOLD 4,000 X ,50 X .125 6063-TS ALUMINUM OBE �Q w 48, TH-49 THRESHOLD 4.00D X .50 X .125 6063-TS ALUMINUM ❑BE z� � 49, V-32 GASKET .368 'X ,342 EPDM EPG Z W 50. WP-084 WEATHERING WOOL PILE VARIABLE SPACE WOOL SCHLEGEL � P�, ro STANDARD GRG aiisiiz x'=x'-X' NS-MS-WS � 23