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HomeMy WebLinkAbout17-18321f . ;. , ; CITY OF ZEPHYRHILLS , - A 5335-8TH STREET � (si3)�saoo2o 18321 � BUILDING PERMIT PERMIT INFORMA►TION � LOCATION I�lFORMATION Permit Number: 18321 Address: 37156 FOXRUN PL 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: SILVER OAKS Est. Value: Parcel Number: 03-26-21-0120-00000-0440 Improv. Cost: 8,500.00 OWNER INFORMATION Date Issued: 4/13/2017 - Name: BOLIA LEEWARD SR & SHARON Total Fees: 120.00 Address: 561 BALDWIN RD Amount Paid: 120.00 FULTON, NY. 13069-4871 Date Paid: 4/13/2017 � Phone: (336)880-1975 Work Desc: INSTALL 10 WINDOWS S/S CONTRACTOR S APPLICATION FEES I WEATHER TITE WINDOWS BUILDING FEE 120.00 I ` /� �� � . �/ / I Ins ections Re u� FOOTER 2ND ROUGH PLUMB MISC INSULATION 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 SHEATHING MISC. MISC. CONSTRUCTION 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 II 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 pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. a� ar-+� CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � � a � �. �������� �� ��� .ra,�r;_ � f . s ' City of Zephyrhills BUILDING PLAN REVIEW COMMENTS , � 1 Contractor/Homeowner: �� ��(/1�j Date Received: �� Z7—1 � Site: � ���o ��'(.�vi �L Permit Type: 10 Gt���'1G�dW /`Qy0�CLC� �S �� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. �r���� G wn ' Safety Officer Date Contractor and/or Homeowner /���,�,,� _ ��� (Required when comments are present) � 813-780-0020 City of Zephyrhills Permit Application Fa�c�13-780-0021 � ' Building Department ♦' d ` ��� Phon�CoertaalforP�rmlttln BiS 908 _ 0181 � � � � � � � � � � � �R � Owmrs N�m� ����a Own�r Phon�Numb�r (�)�a1975 Orm�rs Addna �7156 Fo�un Place Zephyrhilla,FL 39542 p���Phon�Numbw FM Etrnpb Tltl�hold�r Nam� N�A Own�r Phon�Numba FN 81mpN Tltl�holda Add�ss WA JOB ADDREsB 37166 Fwwn Plece Zephyrhllls,FL 33542 �+ � SUBDM810N S��VL�4 O A�L S PARCEL ID� ��21-0120-00000-0440 (O6iAlflm FIt011 PROPFRiTTAI(NOi1C� WORK PROPOSED B NEW CONSTR e MD!/LLT Q SIGN Q Q DEMOLISH MSTALL REPAIR PROPOEED U3E Q 3FR Q COMM Q OTHER Re 8ce TYPE OF CONBTRUC710N Q BLOCK Q FRAME Q STEEL Q DESCFtlPT10N OF WORK Replace Same Size:10 Wlndoxre BUILDBiO SIZE SQ FOOTAOE� HEIaHT � QBUILDING S 8,5Q0 VALUATION OF TOTAL CONSiRUCT10N QELECiRICAL a AMP 3ER1/ICE Q PROORES8 ENEROY Q W.RE.C. QPLUMBINO b /��f QMECHANICAL a VALUA710N OF MECHANICAL INSTALLATION � � J (�,� V" pons Q ROOFINO p s�cuuTr � orH� ,(/�(J FINISHED FLOOR ELEVATIONS FLOOD ZANE AREA QYES NO ���� BUIWER ' C Y�� W�erTibaWindows 816NA7URE Y/N �cut�N Y/N �� 2118 Columbus Ddve Tampa,FL 3360T ��e* CGC1615541 ELECiRIGAN COYPAN1f 81ONA7URE REalBmtm Y/N F�CurwEN Y/N Addrps Lloetne�k PWYBER C0IIPANY SI�NAiURE REOISiIIi� Y/N F�CURaEN YJN Addrps Lloenre# YECHANICAL COYPANY SIONA7URE r�Giervim Y/N �cuarsEN Y/N Adann ucerue� OiHER CONPANY SIONA'iURE �oiBT� Y/N �Cuat�n Y/N Aaanas ucense# 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 REaIDEN1IAL AUach(2)PIM Plarre;(2)aeh of BWtdinp Pierre:(1)eet oi Enerpy Fomre;R-0-W PermB for new wrarhuctlon, Mlnim�an ten(10)worfdng deya e16ar eubmitfel dete. Requhed a�sila,Conahuctlon Plens,36omiweter Plens w/SQk Fence Inatelled, 8enttery FerAttle�61 dumpeter,StOe Wak PertnR for eu6mvblonallarye piaJecb COYMERCIAL Atfach(2)complete nete o1 BuOding Plane plue a Llfe 8dery Page;(1)eet oT Ene�pyr Fomie.R-0 W Permlt for�rew eonatruetlon. Mlnlmum ten(10)vrcridnp deye elter aubmiHel date. Required oruite,Con�tructlon Piarro,36ormwater Plene w/3�t Fence Inele(ted, Senffary FacBftiea 81 dumptfer.Slle Wark Pertn@ Tor all new pmJecta.All commert�al requiramer�muat meet eompltance SIGN PERMR Affach(2)eeb oP Enpinee�ed Ptana. ""PROPERTY 8URVEY�equlred tor etl NEW coneWdbn. � . . �i . . � . . � � . . � . . � . . i . . �yi • Dle�atlons:• FlO out epp�mtlon oompletey. Owner 3 Contrechor eipn back ot eppOcatbn,notatized H owr:2400,a Notl¢�ot Comm�nnm�nt Is nquteod. (NC uppndp ow�x7000) " AgeM(for the carthactor)or Power oi AtEomey(far fhe owme�would be aomeorre wlth noterized letter imm owner auU�oribng eeme OVQtif�COUNTERPERMITi1N0 (mpya}mntrectiequlred) Remote H ehinglee 8ewe�e 3eMce Upgradee A!C Fencee(PIoUBurveylFootage) Drlv�wqts-Nof over Caun6az IP on public roadweya..needa ROW . ,� ,• NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or 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,fhat 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 ii 90-07, as amended. The undersigned also understands,that such fees, as may be due,wiil be identified at the time of i permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or I final power release,the fees must be paid prior.to permit issuance. Furthermore, if Pasco County Water/Sewer Impact , fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County 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 i 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 regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater 7reatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering i 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 Fiood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill 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 whfch 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 specifically included in the appiication. A perrnit 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 justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMEN7S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. � FLORIDA JURAT(F.S.177.03) OWNER OR AGENT ^ �/� �/"`"�� CONTRACTOR + ubs ribed an�m to affirtned)6efore me this Sub cribed and sworn t or e ore me�tnis 3 i �� by Jii�(! �4[i�t.cnas 3�zt1» by rc ,aF Hoc[.�awoE� Who is/are personally known to me or hasltiave produced Who is/are personall o to me or hasRiave produced as identification. as ident�cafian. Notary Public Notary Public Commissi o. Commission No. /,�'C'��"s • � �i,L.�. Name of No ry typed,printed or stamped Name of Notary ed,printed or stamped •.�Y:^u�c, SPENCER K/�SS ;2y���°�%�;•:. SPENCER fO,tiSS :�g: �: MY COMMISSION#PE 033074 =¢: _ MY COMMISSION�i Ff 033074 '-��,.�= EXPIRES:November 1,2017 =.,`�;�Q,= LXPIRES:November 1,2017 ':F pd�.°:�Q` Bonded Thru Notary Public Undanvriters '%�o���;4�• Bonded Thru Notary PuWc Undenvriters ����� c� Sf S �' — . ��14l�ather Tite IVleasure Sketch Sh�e� ��`d ``' l �"� `�' c � 2 � `"'`'-S CustomerNarne/Number �� 30GS— �D`,l/� FLProductApproval w�oq 16-0��$ •03, /$y�{•/Q� ��3$•S Exposure � Size for Size Replaceme : Yes o s�!S��� � � � i sYx6t� ln5�C75 � C�--� �n - - �, 2�����Z S�X �l� �� � � t I � .�_ �� ��: _ ,�, �7 , �� - � M � sL�� ' S,� ���� ,�����t� S��C�� �,.;� v� "`°``� �w t -i��y'U � ' r �� v �` L,��a-U Q)` 5i�-�� 2y�x 2'��rC. �,�..�. ��de� '� �' v�S��T�^"�� _� , � �� : �4��� � U ��' 1 M � � 3(�x3� Y 6 �:_ � zo za v`�y�� . �:�� �� -,��` 6S E, p0 O NO ���GG G� E.P GES � � �'�E�P����V1L�\NG�G GO� �Np►N a � �� �RpR�NPB E�-E���u-s�RO ?= �a� ?= NP��� ZEpH �- � G\�o� •�fl� � S��/� _3 ' � ��p�`i��� � ,° ` - RE��� F ZEp� R� .. ; ��_ G�.�( O M1N� , s2��.x(,2 2 p�,p►N��` s zc ,,,- - : r � I M IA�f I'DADE MIAMI-DADE COUNTY � PRODUCT CONTROL SECTION � DEPARTMENT OF REGiJLATORY AND ECONOM�C RESOIIRCES(RER) 11805 SW 26 Street,Room 208 • ' BOARD A�1D COD�ADMIHISTRATION DIVISION T(786)315-2590 F(786)315-2599 , �IOTICE OF ACCEPTANCE (NOA) www.miwmidade.eovleconomv � PGT Industries,Xnc. ' 1070 Technology Drive North Venice,FL 34275 ' SCOPE: This NOA is being issued under the applicable rules and,regulations goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AH.�. This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AFiJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. Tf this p�`oduct ar material fails to perform in the accepted manner, the manufact�arer will incur the expense of such t�esting and the AHJ may immediately revoke, modi.fy, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miarni--Dade County Product Control , Section that this product or material fails to meet the requirernents of the applicabie building code. Tliis product is approved as described herein, and has been designed to comply with the Florida Building � Code,includin�the Hi$h Velocity Hurricane Zone: , DESCRIPTION:�eries"PGT"Clipped Egtruded Aluminum Tube Mullion—L.M.I. 1�PPROVAL DOCUM�NT: Drawing No. 6300JR, titled "Itnpact Resistant Aluminum Tube Mullions", ' sheets 1 through 25 of 25, prepax•ed by manufacturer, dated 08l29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miauii-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade i County Pmduct Control Section. LABELING: Each unit shall bear a permanent label tivith the manufacturer's name or logo, city, state, modellseries, and follflwing statement: "Miami-Dade County Product Control Approved", unEess otherwise noted herein. � RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building coda negatively affecting the performance of this product. 'I`ERNIINATXON of th�s NOA will occur after the expiration date or if there has been a rev�sion or chan�e in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ' of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of tfus NOA shall be cause for termination and removal of NOA. ' ADVERTLSEMENT: The NOA nutnber preceded by the words Miami-Dade County, Florida, and fallowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. � �NSPECTION: A copy of this entire NOA shali be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. ' This NOA revises and renews 1�i�A#X4-1105.01 and consists of this a e 1 and evidence a es E-1 and P g . P � E-2,as�vell as approval document mentioned above. The submitted documentation was revietived by Manuel Perez,P.E. NOA No.16-02�8.03 MIAl�11•DADE COUNTY Expiration Date: May 26,2021 ,.,,�. � - , Lf f�! 1� Approval Dateo April 14 2016 Page 1 , ± _ PGT Industries.Inc. N4TICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted unrler NOA No. l U-08X 9.OS� �, Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/1�4, prepared by manufacturer,.signed and sealed by Anthony Lynn Miller,P,E. B. T�STS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform 3tatic Air Pressure Test,Loading per FBC,TAS 202-94 3)Water R�sistance Test,pez FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 S) Cyclic Wind Pressure Loading per FBC,TA�203-94 _ 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepaz�ed by Fenestration Testing Lab, Inc,, Test Report Na. FTL-6443 (samples A-1 thru E-1), dated 02/28l11, and addendum letter dated OS/OS/11, signed and sealed by Marlin D. Brinson,P.E. (Sr�bmilted under N4A No. 10-0819.05) C. CAL CULATIOiYS , 1. Anchor verificat�on calculat�ons and structural analysis, complying with �'BC-2010 and with FBC St�' Edition {2014}, prepared by manufachuer, dated O1/29/15, signed and sealed by Anthany Lynn Miller,P.E. D. Q�JALITY ASSUR.Ai�CE 1. Miami-Dade Department of Regulatozy and Economic Resouzces (RER). E. MATERIAL CERTIFICATIOPTS 1. None. � Manue ez,P.E. Product Cont ol aminer NOA N . 6-02I8.03 � �xpiration Date; May 26,2021 Approvai Date:Apri114 201b E-1 � - . a � PGT Industi7es,Tnc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS � 1. Statement letter of conformance, complying witlr FBC-5'� Edition {2014), datad February 1.5, 2016, issued by manufacturer, signed a�d sealed by Anthony Lynxi Miller,P.E. 2. Statement letter of no financial interest, dated February 1 S, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTFiERS l.. Notice of Acceptance No. 14�1145.01, issued to PGT Industries, Ine. for their Series "PGT" Clipped Extruded Aluminum 'hibe Mullion — L.M.I., approved on 02/12/15 and expiring on OS/26/16. � iVlanueI ,P.E. Product Contr 1� miner NOA No. -Q218,03 Expiration Date: May 26,202X Approval Date: April 14 2016 • �-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERA�NOTES: p�'�n � � - NON•IMPACT OR LARGE AMD SMALL 1)DEfAILS SHOWN ARE FOR T1iE MULIION ONLY ANCHORS SHOWN ARB IN ADD1710N TO ANYANCHORS REQUIRE�FORhIE ���� z ' MISSILE IMPACT-RESISTMiT PRODUCTS FENESTRATIDN PRODUC7 INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SffUATION IS UJIQUE AND SHOUID BE ��'� 5 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION ME'fHOD.OPTIDNAL 1X OR 2X WOOD BUCKS IF USED, GENEw.L No�S. ._._._._._.._� � $ LL MUST BE ANCHORED PROPERLY TO TR/WSFER LOADS NJD ARE TO BE DESIGNED BY OTHERS. '�NSTRUCi�oNS._.._._._..._____i xz�o 0 ELEVA710N5.._._.- .__.._._.__.� ��QY W FIGUREI: MULLT02XWOOD.._._..,.._._..._,p oo. MUITIPLE --OPENING WIDTH FORVER7ICAL MULL--{ wicHesToee �)TF'�E TYPE AND NUMBER OF ANCHOftS IS CRITICAL TO'fHE S7RUCTURAL PERFORMANCE OF THE MULLED UNRS.MULLIONS ' ox o HAVE BEEN TES7E0 AS'FREE-FLOATING`AND DO NOT NEm TO BE DIRECTLY AiTACHED TO THE MULLION CIIPS,BU7 SHALL MULLTO 1X d MASONRY_.__._. 2 � MULLIONS I � —� �p�p�� I INSCRIBmINSIOE INSTAUATIONNOTES._.:,.`._2 � A-0,G,Fk RECTANGULAR NOT HAVE A GAP OF MORE THAN 7/4•FROM'fHE CLIP. Mut�70 MASONRY.._._._. ....._3 SHAPE MULLT06TEEL6TUD�.. 9 N sHEeTS 2 7 3)THE ANCHORAGE METHODS 3HOWN HAVE BEEN DESIGNm TO RESIST THE WINDLOADS CORRESPONDIN6 TO THE REQUIRED MULL TO MULL._..... .._.g �� m � i T�� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U100.THE 1f3STRESS INCREASE WAS NOT USED ANCHORSPECS___..__..___. 3 Z r� � /j' ��� / � IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. nLiERNA7n7E CLIPS..__._._._._.4 Q � �i �♦ BAY MULL INSTALLA7IOPL._._._.4 %% ` ��� 1X2X.125M11LL3PEC9.___..__5 J W �� �/ � �/ ��` 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHFRS AND IS HE`(OND THE SCOPE OF THESE 1 X 2 X.375 MULLSPECS.__._._.6 W O o = // �\ PISTRUCTIONS. 1X2.75X.375MULL6PECS._._.._7 � p.'m (q / � 1X2.i5X.65MULL5PEGS_._.._..B Z ��' � 1 X 3.14b X.600 MULL SPECS.._..B SEE DETAILS � I / �i� /��i � 5)USE THE CAMBINED WID7H OR HEIGHT OF ONLY TWO ADJACENT FENESTRAT10N PRODUCTS TO OETERMINE PRESSURES AND m o F ATMRUG; / i Y / 1 I 1 / i \^TMR cAILS ANCHORAGE FOR THE COMMON MULUON,SEE EXMAPLES ON THIS 3HEETAND SHEE724.FOR MULTIPLE UNITS,CANSIDER 7 X OX 125 MULLSPECS.._.._....10 � F c'� � 7 X 4%.375 TUBE MULL SPECS._.17 �- Q � J SHEET52-3 1\ � ISHE�73Za ONLYTWOADJACFNTUNIT9ATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWEST�ESIGN �x4X.375TMULLSPEC9....._.17 � W � \ �� J�i i I� � � PRESSURE OF MULTIpLE MULLIONS OR FENESTRATION PRODUC75 SHALL APPLY. 7.25 x 3.186 X 1&5 MULL SPECS.1Z I ppEN�{yr, 126X325%100MULLSPECS_..13 Z W� � � `�T• ��� B j W H E N Fl N D I N O Y O U R S I Z E I N T H E M U LL I O N T A B L E S,A L W A Y S ROUND UP TO THE NEXT SIZE SHOWN O N T H E T A B L E(S). 125%3.25 X.6 2 4 M U L L S P E c s.._.7 4 0 0 �g ._q?� , MULL FOR 1.25 X 3.94X.624 MULI SPECS,_.75 � z e L �y W � � LENGIH HORIZ(NJTAL Q c� �¢Z � 7)ANCHOR EMBEDMEN7T0 BASE MATERIAL SHALL BE BtYOND WALL DRESSWG OR STUCCA.WOOD BUCKS BY O7HERS,MUST 2 XA X.25 AML SPECS___..__.78 J seeoEra�e, BE ANCHORED PROPERLY TO TRANSFEFt LOADS TO THE STRUCTURE.PNCHORS SHALL BE COA7ED OR CARROSION R6ISTANT Z X 8 X.�S MULL SPECS_..__.._._.17 Q W r ,r �/ �/ SMEETJ qg qppROPRWTE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALLBE PROTECTED AS REQUIRED TO PREVENT �•Z6 X 2.17 X.1Z5 Ml1LL SPEC3...10 F �- � RFACTIONS. 70°X 3 25 BAV MULL SPECS......_19 Z (- Q N O 45'X 325 BAY MULL SPEC&._..,..ZO ¢ O Z `" NHILLION&CLIP�IMENSIONS. .21•23 I- Z s � O 8)REFERENCE:TEST REPORiS:F'fL-8443;ELCO UIiRACAN/AGGRE-GATOR NOA'S EXAMPLES 1&2. .-• •24 � �N �Q FENE57AATION LOADING El(AMPLES.._._.__.....�` W � PROOUCiS MAY 9E OFANYTYPE- 9)MIRLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED i0 COMPLY WITH THE REQUIREMENTS OF THE FLOPIDA BURDING � Z � � � nals7BE CADE,ANDAREAPPROVEDFORIMPACTANDNON-IMPACTAPPLICATIONS.MULLIONSAREONLYTOBEUSmWITH MAHUFACiIWFD / I i I pyp�T. PGT-APPROVED FENESTRATION PRODUCT9 HAVINO CURRQJT APPROVALS. V (� Q -O Q _ iii _ �� Z�O � -,�r- 10)MULLIONS ARE IN COMPLVINCE FOR USE IN THE HVFiZ. �� �s�osra�s � ;� g �'� A•O,G.H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MUILED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING o '� '� � HOwzoxrn� SHEETS33 WIDhUH61GHTOFEACHINDIVIDIJALMULLIONCOMPLIESWtTHTHEREQUIREMENTSOFTHISNOA. MULL LENO7H Hpq�pp�7AL 61ULL - �� INSTRUCTIONS: ADDff10NAL E7fAMPlFS OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFI')FOR THE OPENING USING THE ASCE-7 STANDARD. �H���«��� 2)CHOOSE A MULLION TYPE THA7 VNLL FIT TNE DEPTH OF THE FENESTRATION PRO WCTS FRAME DEFTH. I.--oaewiwc wmn+---I -"I��p7H f` �, 3j REFER TO SHEET 25 70 DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRIANOULAR/TRAPEZODAL•. P .PROaUCT REVISED � �- � ��N��+ 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT'�FROM TABLES 1A THROUGH 16A ON SHEETS 5 THROUGH 20 RESPECTNELY,USING �romplyingwi�h�he FlDcim HEIGH! THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS 9PANNING VERTICALLY OR HORITANTALLY}.THE quildNyOodc OPENING enu�� � �' F� vffir. MULLION CAPACITY ILBS1Ff')OBTAINED SHAIl MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT ILBSIFT'f FOR THE OPENING OBTAINm IN qeaep�n�+m No� �tig• NEIGt1T � LENG7H �L � � � ldULL STEP 7). � � E im7i Dab � � L�TN 5)FROM THE SAME TABLE USEO IN STEP 4)ABOVE,FIND THE VALUE IN 7HE NEXT COLUMN ANCHOR CAPACITY REQUIREO QBS).THIS VALUE �Y REPRESENTS iHE WINDLOAD TRANSFERRm TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAYACITY �� h0��� oaeNiNc wioiH 6)FROM THE ANCHOR CAPACITY(lES)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �������_1.YNN g;������� 91NOLEMUlL10N SINGLEMULLION �wavEancn�w", I OPENING WI07M ANCHOR/SUBSTRATElANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE REQUIRED ANCFIOR ; �t�.',GCNS �'�F % ~FORV62TIC/1LA91LL CAPAGYNlSMET. � Q� � E �P ' '1 SEE CORRESPONDWG DErAILs MULiIPLE MULLIONS ���F THE MULLION CAPACIiY(LBSlFT'1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSfFPI FOR THE = �': No.a6705 ��� � `__ FliOM FiGurcE 1 neOVe. OPENING,YOU MAY USE THE"ANCHOR GAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY R6�UIRED.WITH THIS _ � , _ VALUEALOWERANCHORCAPACITYOPTIONMAYBESELECTEDFORTHESAMESUBSTRATE ;_���;� : LC= 6 u,, STANDARDS USED: g)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENE3TRATION PRODUCTTO BE USEDlWD COMPARE WIiH THE FlNAL MULLION :��'•, y TE F ' 4/: �2014 RORIDA BUILDING CODE�FBC),6TH EDITION CAPACITY(LBS/FP1 OBTAINED FOR THE MUWON SYSTEM.THE LOWER OF THE TWO SHALLAPPLY FOR THE ENTIRE MULLED FFNESTRATION ' �� ' .;°COR�DP.•'�G��� •ANSIlAFBPA NDS-2012 FOR WOOD CANSTRUCTION PRODUCT ASSEMBLY �'CSS..�"' �`\ � �ALUMINUM DESIGN MANUAL,ADM-2010 9)H16HLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFlC APPLICATION WHEN USMG THIS NOA TO APPLY FOR A PERMIT. ' ��� � p � � �AISISIDO-07/52-2010 A.L�'�l(� �y1F�`�.E. _ FL P.�#58705 _ � .� � � n iR ���� � �� 0 DETAIL A: DETAIL B: M�°" �°� MULLION TO ZX WOOD BUCK MuwoN MULLION ATTACHED TO 7X euc�wP rw.nt+cHore �.°2 � PERSUBSTRATE, oZ U ORWOODFRAMING WOODBUCKANDMASONRY AnA��M s�s�rne�s�a�se (OFFSETCLIP SHOWN) (STANDARD CLIP SHOWN) s�on+�as. n LL s�noTe�, s m SHEE7 7. y( � � MUuroN � � . •. z NN� (� I I 1 :�•,;.� , ` :'• ':� � I � I 6 I � �� � I MIN 2.7161 ''•�•. ',' '' EDGE � W � �� � � I SEE SFgETS �O W� I �p,yCryEiE OR CMU', � �� I DISTNICE, J W � � 21-23FORHOLE a I � I'-'t- -� EITHERTHE IACATIIXIS a e I. I..I 9EESEETABL6S � _ I I FDGEDISTANCE 1&16B � Q,' � STANDMDO � ^ �,E o a �� OFFSETMUIL < a � FORMASOM2V � Q p O � OFSTAt10E � ANCHORS m O E" i srnu�av a � �� s�E�°� ,aa a i i � SIDE VIEW � z'� J THIS MEft10D e Y60'MA7(FIX3 Q O J d ALL MULLIONS a ERHER THE � f- � a ° i � STPNDM00 � Uzcj m � Q e a Q � � Q OFFSETMULI ? 7 g tl� da CIJPlMY 0E g N� � s aQ o ^ a a �NS7ALLEDBY � f" �Z e EXTERIOR � Tnise.�rr+oo. Q Z r � n Q EOGE G a oIS7NNGE � � z � Q N � t7 FOR Z �\ e ° NASONRY a pp � THE OFFSET CUP IS ANCHOR9 � ~� �O gi— „/� a (2ECOMMENDEDFOR � o 0 If FIN•FMMEO EMERIOR �° WINDOW3.BUT Mf+Y � F,N Y Y ALSO BE USED FOR U Z Q � � OTM62 FMNE TVP�. Q"' Z fn N , �p� ��� TYP.ANCHOR � %t � ���� TYP.ANCHOR PFRSUB9TRATE, b T�µ�� PFASUBSTRNiE, SEETABLES 1B-18B PERSUBSiRA7E. 3FFTABIES 1B•1Bb SEE TABlE8 78•188 EDGEIEND BUCNSTitIP �D137ANCE AND SEETABIES .r .. . • • ATTACHMENT � tB-78B T "' .� , � ' BY OiHERS, ���M BUCI6TPIP Q„�EDMENT' •� � SEE HOTE 1. A7TACJINENT . I :. •. .. �, . ..� SNEET i. - ' � ' . 6YOTHERs� ... • , •;• . ,� � ,•'.'�., -. . ' . � SEENOTEI. • "•: ` � SNEET 1. ' '� . MIN R.T KSI CONCf3E7E OFi C61U •,' ' . , ' .. � FRONT VIEW PRIJDUCf RfiV1SED • . . . .. SIDE VIEW m complyin6 wiW 0a Gl�fm OuildingCOAe � O� Acceplaom No . FRONTVIEW ex�raum�a�o 20� INSTALLATION NDTES: H bf ami ![oQuM 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYONO WALL ORESSING OR STUCCO. I I I 1 \\�.�o��.�LYNN iyi�(���'. 2)QUANTRY OF ANCHORS AND MULLION SIZE SHONM ABOVEARE FOR PICTORIAL REPRESENTATION ;���'Z`,'���F.NSE '•.F9 � ONLY BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,'IHE . CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE .%�' FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY 9E USED. _i`• No.58705 '. = 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HD(HEAD OR FLATHEAD. •, (/� ,/� :.���. �-r �6.�=;�; 4)WOOD BUCKS ARE OPTIONAI,SEE DETAIL C,SHEET3. S�y��E O� 5�FOR MASONRY APPIJCATIONS IN MIAMI�DADE COUNTY, USEONLYMIAMI-DADECOUNNAPPROVED '���.�'•.FCOtt10A.• �C9•: ELCO ULTRACON OR ELCA 1/4'S.S.AGGREGATOR EAASONRYANCHORS. ����5'S/OIVA����`\\ A.LYNI'IiMILLEF�;�.E. FL P.E.#58705 DETAIL E: ��� . � MULLION TO MULLION j��� '� DETAIL C: -a .+zb•Mi"' INTERSECTION NOTEs: � MULLJONDIRECTLYATTACHEDTO U-CLIP ���� � MASONRY STRUCTURE MULLIIXJ i � � 1)MAY BE INSTALLED IN'Tff'OR'CROSS" �o INTERSECTIONS. a (STANDARD CLIP SHOWN) � �d� � � �ES 'sY Z � I 2)MAY BE INS7ALLED HORIZONTALLY � I � (SHOWN)ORVERTICALLY � I TYP.ANCH�R � EI7NERTHE � � PERSUBSTRATE, �m 3)SEE U-CLIP DRAWINGS,SF�ETS 21-23 m a m � srnu�nanoR � � seer�e�sie-iae FORCORRESPONDINGMULLION. Z ��"�� �W OFFSET MLAI i � TOP VIEW CLIPMAYBE I � A7UWON 0 W BdSTALLEDBY �I � �GEDISTANCE VM1ES-{'--1 J 111 THISME7HOD � � FORMASONRY u�e ANCHOR9 1 q12STEELSCREWS. � _ � � I j � /�SELF•DRRLW60RPRE�DRILL �L �8 � `\`\\Y MULLIONANDUSESMS �yJ � O pp oo O F— � l \ �`� 7 � M � � MULLION I– Z � eN 'J EXTERIOR ` q g � � � �C'iE DIS7ANCE � ° THE OFFSET CIIP 19 � Z U� � � FOR NASONRV a ° o. FEC9AdMEN�ED FOR � yyy..� ANCHORS d FIN�fHAR1ED Lp�g�SECTION � �L �� � �(L , wiNoows�eurn+nY I—o Z ALSOBEUSEDFOR ����P J � �� � OTH62FRAMETVPES. EXTERIOR Q Z � � lYP.ANCHai 4 ¢ N O PER SU&STFNTE, n Q ` ¢ � Z Qp � �SEETABI.ES7B•13B ~ ti� T7P ANCHOR �ESHEETS21•21FOR � F–'� ��0.. PER SU85IRNTE, HOIE LOCAT10N5 � g m � S' BUCI(STNIP � n J SEE TABLES 1B-1�B W �p FRONT VIEW E�E � ¢ Y Y oisrtwce A77ACHAffM � � � a• , .• � . � � SEENOTEI, r SEETB138 C.� 'Z Q Q � E1d9EDl . . ' - �.. - .a SHEE71. . ' -. • -' •`• � EDGE �$ Z (/� f!) .••'• , ' ° '• • • I ,•• DISTANCE mQ'm2' ��'—SEETA9LE9 SI�E VIEW � � '�� A11N2.7KSICANCNETEORCMU MP12.7KSICONCREfEORG+IU 1B•139 FRONT VIEW SIOE VIEW DETAIL O: � MULLION ATTACHED TO STEEL5TUD (STANDARD CLIP SHOWN) 5TRUGTURE IN8TALLATION NOTES: ne.,watoa 1)ANCHOR EMBEDMENT TO BASE MATERIAL 3HALL BE BEYOND WALL DRESSING OR STUCCA. a ` �P�ti5Ue5mn7E. � sEE 7ABLES 7e•taa 2)QUANi1N OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. � � SEE SHEE75 � PRGD[1(.T HEVISED ONLY BECAUSE THE ANCHOR CAPACITY IS BPSED PART�Y ON THEANCHOR TO ANCHOR DISTANCE,7HE 2t-za FOR a�co�vplyingwi�h itie Flmida CARRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOW ED,REFER TO THE TABLES ON THE H�� , Building C.ode FOLLOWINC�SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USm. � _;��� ��T�� A�°°p��"e N°�'^�����ne3. MULLION Expilat Datc -�u?jI 3)/WCHOR HEAD NPE MAY BE PANHFAD,HEXHEAD OR FLATHEAD. � gy 4)WOOD BUCKS AFtE OPTIONAL,9EE DETAIL C,SHEET 3. `_�' � � �� c` 5)FORMASONRYAPPLICATIONSINMIMII-DADECOUN7Y,USeONLYMIAMI•oA�ECOUNTYMPROVED �– osraHce ``���o����YNN/�qj������r ELCO ULTRACON OR ELCO 1!4'8.8.AGGREGATOR MASONRVMICHORS. Foqsr��sru�siHwNEqTHaN SEETABLFS FRONTVIEW t00AANDCOMPLVJITWITH7MEFLBUIIlIING 18-1JO � �1` •��GGNSC '• � � � CODE,ADCWOODBACNERMUSTU9ED. =Q��;� if � , ( AT7ACHMENT BYOTHERS '_„? �,j�gg'/05 EXTERIOR U9EWOODANCHORSPECS SIDEVIEW = • •� � NOTES: •,�• � �- 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD =��. �g1�6:�;.�u: ANCHOR VALUES MAY BE USFA. 'i�iC��s` F�GR\OP:'`G'� �\•`� 2)SEE CORRESPONDING MULLI�J TABLES. �i� S/()� � �� SHEETS 5-20,FDR QUANTITY OF SCREW3. A•�IVNN��lEi�,P.E. FL P.E.�58705 ' 0�^ n � - I DETAIL F: DETAIL G: DETAIL H: ���x � FIELDauIODIFIED Ml1LLION CL1P ANGLE MULLION CL1P BAY MULLION INSTALLATION ��$� a ' (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) �g�no � S � �z J SEE DETAILS AE 30'OR�S' SMEETS 4 AND 3 FOR INSfAUATION BAY MULL TO SPECIFlC SUBSiRATES. N MULLION �I �I � "'�ym fn O O z ` O O � W O O O O O O � W O O TOP VIEW � �� � I W U oo � SIDE VIEW TOP VIEW � i i � � M J SHOWNWITHI'X4'X.1Y5' � � I I {" � � � MUWON � � � � -1 I � I I �pTYP.ANCHOR �d F � EXTERIOR � � ' i i ! s�TaeiEstsa'oR�ae Z j�° f° � � � �� � �� � j �.�cH� � � � i EXTERIOR � �� 6 �Z STANDARD MUWON CLIP 1 SUBSTHATE, � r MOOffIEOTOFRF1ElD j SEETABIEStB��48 � I I � � � ¢ � r CONDITIONS. I � � � 2'%eANGLECLIP, ~ Z Q O� p I I � � � 2PERMULLIONENO,MUSTBE z Q N � � � I t I I � � IN9TALLEDINSIOEOFBAYMULL �.a.., � Z op O I � � _ � m g0 MULLION � � �� I I � g� � `�o� ` i � ij � � � \ o � � Y `1 �a; ;; , , z-X6•x.,�• �? � � N �� � I ANGLE CIIP, \ � � Z Q 7 � � � � Y PER MIRIION END, / Q Z Q O (�` � 1 I MUST BE WSLALIED a� y,N � i � 1� 1 INSIOE OF MULL. �n 9" 'a�� I --� � N �°-7�� � I I � 'fYP.ANCHOR PER Sl1BSTRAiE, \ &EE TA9LES iB-iqB � INTO WOOD, STEEL,AIUM irrto woon,STEEL, srannuro am ro ee EXTERIOR OR MASONRy �R�� ALUM,CMU OR MASONRY MODIFIEO IN-FIEID. � EK7ERIOR � `�`� �gO���p ,Q��! `�� NRF'.n1IC7 REVI56'D O pgF F m cmnplying with�ha Florida Q� f3uilding(:ade �p I p� INTOWOOD,9TEE4 O n�Pimmt�w�-o2\8.pg t AWMCtdUORMASONRY ��E H ExpitnlionDmo ��Z DISTANCE VY PER ��� � ANCHOR �__— � ¢ \`\ l� �ocE E NOTES FOR INSTALLATION OPTION G&H: `���� .�LYNN�g�� ���� o�srqr+ce PERANOiOft O O�'.•••••••'•.�F i O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE WSERTED INSIDE OF MULLION. ����.•'��GENSF ' NOTES FOR INSTALLATION OPTIONS F: � �t� '��'� 2)DETAIL G:SEE TABLES 76-748 FOR FWCHDR QUANTITIES AND SHEETS 21-23 FOR HQLE ;-a;,� �yp,y8705 , _ 1)DETAII IS NOT APPLICABLE FOR THE BAY OR 12G X2.11°X.125'MUWON. LQCATIONS. _ t� 2)SEE TADLES 18-13B FOR ANCHOR�UANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H;SEE TABLES 158 OR 160 FOR ANCFIOR QUANTRIES AND SFEET 22 FOR HOLE =1��,���6 � UI.- LOCATIONS. �)� •. ����T£ .'`�= �THE 2%5 GLIP IS NO7 SUITABLE FOR THIS APPLICATION. ���,(�'••,P�pq�O!",• ,(j`: �Ac��iN�4���a e. FL P. 58705 TABLE 1A `°���� u AAullion Ce ac Tnble IbsAt' OpenIn9VYltlihlf�`re��lly-sparrirpm�diore)orOpeningHelght(torhorizontelly-sparturpm�fiore) �}J"� � 50N 601n 701n BOIn �In 1001n 1pDin 11�In 160N �+�� o aec�enw�m ��vm.�y. wmonsiu mprtdena ����aar naN�n.rg. rtenmwwr neWmen�. r�enen�aar TeNT�lan9. Recle�gder rbam�ns- a�n.n�wm rmNTM�o. aen�npter nw��a. �c��� '�Wma^c. �n� rc 'I%2%.126 �°�W loa�nB Laaan9 LoaUnA lnedn8 Loadna Loadmg loo�n6 ��0 ���M la�o0 Lm6n8 LowNy LoaA�a Loedn9 lmAne Lo�dnB Load�g '�Y o a�m.n�bo � � � � � � F ,� � � � �' a.. �' :� � � � � � � a ,� � F �' �'.. $ �'.. � Mulllon � �" �" g �� � S � fl 8 � �� � �� � � �� a �� � b� a ��' � a� s �� � �� � � a a� � � � � a �� � � �. '� a � � a� N � � � � � � � � ^ � � � �� � � a �s 3 8 aG m a. € � a � b s� � 3 6B S� � a� a a b s s � cn ��n� w �� �� �� �� �� �� �� �� �� �� �� �� �� �� g�. �� �� �� �c �� �� �� �� �� s� �� g� �� �� ��' �� �� �� �� �� �� o � 47In 111.8 IOE 149.5 � YJ.2 �Oe 116.6 775 7BA �W 107.8 �21 69.8 IUB 101.4 719 82.1 �08 f01.0 71B 6i9 �OB 10{.0 119 i8.6 �08 f01.0 71B ]B.Y 4�B 101.0 Jf9 ]6.0 IOB 101.0 71B � W IB{n 7�9 312 d7.e 7b8 621 312 73.� 24 e18 712 W.D &8 {8.0 71Y 813 21E �1.8 �12 81.3 ZN �7.6 712 81.0 71� 712 ]f2 81.0 244 ZB.B 712 B7.0 2!4 ZD.4 712 01.0 21{ � _ �� � 60.8251n �.B TEI IO.B TJ4 652 281 61.6 228 46.8 781 64.7 a1 39.Y 4!1 521 �T2 35.5 2E1 50.7 720 31.8 201 �9.3 21B 26.6 281 �A3 4iB 92.E 4B1 493 419 Y60 2Ct �9.J 218 511n SYB 4{7 57.6 107 47.8 247 49.E 302 37.8 x�7 4q.E 189 7t.e Y�7 41.6 1B6 1Y.4 2/7 3BA 781 T6.] Y17 38./ 1B3 21.i Y�7 38.1 7Y7 1l.B 247 98.1 1B7 I&4 N7 78.1 183 m M O � 60Fn 1E.� P00 H3 170 1Y.0 200 35A 168 27.4 200 31.5 7B3 21.0 200 YE.B /60 21.9 200 27.1 15B iB.2 200 46.9 157 IGO 200 75.0 158 � � J pN 13.1 181 �7.3 13S Y7.8 7!1 30.3 167 2J.7 181 48.9 U9 2D7 181 R�.3 146 1fl� iB1 �.e 1M tb.e 1E1 21.7 N3 � _ � _ �Y � � � eelo 2AE 166 30.8 N2 21.0 1W 26.1 1�8 2Q8 1� 13.1 17B iB.O 1B5 21.0 134 z o �y �'G uJ 5 �W 77M a�2 f31' 23.3 77U 18.6 139 tY.B HB ISB 1]9 17.6 118 � �� 78In Id0 I7S 19.T 109 16.T 11D 18.0 f07 U �Z J � r �ae� izs ne �es �a ~ � ¢ N o TABLE 18 ANCHOR CAPACITY ADJU&TMENT FORMULA: ~ � Z MchorCa cl Table ba ANCHORCAP.,,,�,� � �� ��� SW�slmle 27kComMe 3.SkCaw. 7hAwiCA7U FaledCMU P7 aoG Wetsl (��)X( )=ANCHORCAP.,,,, W , y�g•pw 1/PSSEieo 5I76'Elm vPSSEko tNOstee� ��2Sten �i2sied MULLIONCAP.,,,,,,,,E x Anc�orCllpPattems ^'�01n'�� y��'�`owmcon w•ekoupmcm 3�iB'FJCONYecm �1a•�oou�traem f• � c� � y �W,xqi qp�eDetor unmwn ApWUGator screw(cs7 saex(G� screw�cs� USETHISFORAIULATOOBTAINTFIE'ANCHOR Edpa qqence(Nt �' 2-�2' 1' 2-�rz' %ve' r x-ve' i' z-�2� 2' 3ue� r oaa� 0.5a' a,axn� CAPACITY REQUIRED'CORRESPONDING TO AN V X Q ?� Emcnimmim 1-31P 1•L4' 1-L4' 1-9l4• a t-fa� f-trq• tatP t-vP t-va• 1-174' z faia tata' wnea ACTUAI.PRESSUftEREQUIREMENTFORl1iE Q � Z O O x n�na�s�a.is rnm.o.c.rsienaem o�ooae�aiy�q.ik aeu w aao ro, nso wa eoo ies �ea ms Tro its Yeo Ibs 75a�s �eo ws �Ta im ba i� e�e m� s�+w �4z im s5o es OPENMG.WHEN IT 13 LOVJER THAN THE MULLION 6.-6� m� N �pMnwe�t.ts Mm.o.c.r s�onaaa(or oe�.q atp�b•sk aeo a, �m ros wp wn wa nra aeo ms wa w� wn wa wn sez� ees ms nm ms CAPAGTY(FROM THE TABLE)OF THE SELECTm �P � �a�� C AncAde��'EUn O.G I W a5 Arde C6ps I(H0.7Y Tev cs �eo ms aeo ws i5oo ise �ees w wo b�. ceo roe w� �so ms �ae im eeo ms -teez ics eez ios eas iw �+m iw MULLION.IT W ILL YIELD A M WIMUM ANCHOR � g -� -� 2 Mc�are�0.95'Mb.4C./Ul�p,Into.l]5'Mwn.(Fb.4} WA wA WA WA WA IllA tUA H�A WA !UA tVA N1A WA NIA T15 ms CAPAGfTY WHICH MAY BE USm TO QUAL.IFV fnnehwlFcuD(F�a�sR tBSms 195Ws tT5165 46516a Ba1Cs 1]31Cs 7�OIbs 1771Gs ]7U� 187Wa �3tIEs 079ms 170Ws ]211he E801Es ADDRIONALANCHOROPTIONSFROMTHE 2Mc1wrs�1.15'MIn.O,CJWpffq.sk YCOIM SSOIDS NtA WA WA WA 1GOBs WA WA WA N/A MA 5atlos M21Eu SBOM NNCHORCAPACITYTABLE. - NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOft VALUES AS THE STANDARO CLIP. FIOURE 1: FIGURE 2: TABLE NOTES: . • . • PRODUCT REYIS6D 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA9LES AND SHEET 25 FOR INFORAMTION ON LOADING. as mmplYine���Ftori� � � SEE SHEETS 2•4 FOR GENEt2Al INSTALLATION METHODS. --1 1.000" r+- [3uilding Codo � AcceDlatcoNo Yo•OZ 8�� 2)LINEAR INTETIPOLATION BETWEEN MULL LENGTHS AND/OR OPENING YJIDTH3IS ALLOWABLE. r e 'va�i n pafe 1 FIGURE 3: �Y 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACTDIMENSIONS,SEE SHEEI'S 21•23, paiemi o P�oduet . • • � � HOLES TO BE DRILL£D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000' FlGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. II ��, �����1�YNN A1/� ����i� ANGLE CLIP MUST BE USEO IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CANFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLm L ` �. • •• �F . CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED r `�,�1�'`>CE'NSF :Q;C!i FIGURE4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMWUM SHALL BE 6U63T5 ANU BE A hI1NIMUM OF.125° � ( � 1°X2'X.126'MULLION ��r:� Na.54705 � . � � • HE MATERIAL!NKO&N72 ANCHO�N�TO WOOD MAY BE STEEL'F18•8 6SADR 4 O�SSCREW 7}iREAD BEYOND = _ J ;-�.��� �./ !'� � w� l� ' �, 5'S�Of �: %�C'���'•..FCOR1o�':•'�1C7. �"'�'S''�44�'���'� A.LYNN �R��'.E. FL P.E.#58705 - i ---- _. 7ABLE 2q NkiUton Ca ec Tab10 balft �r� OPenlneWtdfh(Iorvert(ra •s emyngm�ons)ordpnningHetght(torhortmnte 0�� " �' ' aam Tom aph �f'-SPem�lm�iloris] ��� u Roalnn0ulu TrdpTAary. RaUanlWy Trzp?rlup. R BOIn 7GOIn �s„ �%'1 X.3TE LAatlioH L�+mqi13 Laad�Y I,pafirtq �tl��r T���. ftaCta�610at TaWflkng. RetlenguFef Tiep!Bia`Y. Rcotmgu�r Tm 12U In 754171 typ� 4°�Gt� Atum.Tube `� ��D t�� LcaL�} Coa9rg ioacing �p� �'�r rrn pT�vq. Rate�War TroPTrle�p. Rttlagular TrapTt7a�8 p Muiiton '�.. �'a �., �e toenre ca� tmdre toaarre �p,� d � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � � � a � � ����� �� �� ��. �� �� �� �� �� �� �� �� �� �� �� s� �� �� �� �� �� g� �� �� �� �� �� �� � � � � � .�� � � �� N nzm �ro.0 axa irao .Gas tc�.a ssz �raa ara �as.v sr� vo.o saa a�a.a asz �ss.s s�e tao.e � t�e s�r eaa sez �bae s�� �s.i ss� �sa.a ��r �.� �� � �y� �� �� � �y� o m � ��z W A81n �2i.6 6p7 t36,0 118 101.4 507 119.2 �t0 88,0 507 f08.7 41}3 iQ0 6Q7 1D28 389 B1.6 5U7 39.6 347 B48 'wW 88.0 S98 SJ.T 6qT 9&0 298 a36 58J 9g.0 396 38.0 FaT pg.0 � � 6U.6251n f03.? 458 tt4.8 3te s&4 Q �, bitn 85.-0 400 W,7 39g 71.2 1pp 60.9 3?g 61.D �1W T27 322 SAA A4p 87.� y,tg A7.S 100 81.4 315 627 606 62,3 3ta 35,8 dW 6f.E 39t3 305 q00 87.8 J73 2p.T 4aU O1.B 313 � � 110.0 d68 224 458 8d.0 358 � 90M 82.3 32t G8.9 278 61.0 324 b7.S 3'ID 4d.5. 31A 5f2 26C 3&8 3l0 i8B 2A0 3A.8 7N 4J.B ?3� 31.Y 321 A2.0 265 � (Y� W 631n 530 �99 STA 1'32 4q.6 II94 �&2 246 39A 26A 32� 40.5 453 71.T 3Z4 1Qfi 253 'i9.5 324 40.5 253 m �� � � 6$in dBE �68 SB.6 ^.36 38.0 268 d24 225 JJ� Te� �7.5 �t 2d.4 260 341 210 48-0 298 31.6 � 21.4 Z68 2R9 27�2 195 268 28.0 2/n tCJ 2G8 277 ZOB 74.6 268 27.7 �qg = �" C� � � 721n 36.0 m v.c 18& 310 225 322 f9! 25.7 74"'i 28.4 764 ?1,b 2Z5 258 105 20.0 7B. 23.b i82 180 71� 7tt 1� 16.0 S25 2p.3 177 728 ?26 1&8 1J6 tt,3 22y 1B.8 776 � � 7Bin 3p.0 2D2 32.0 177 26.b 202 R7.2 1T3 21.9 2Od 23.8 1T0 78.2 � 21.5 18T 17.0 102 18.7 t45 163 � fe.4 tp 128 201 �&7 tBb �0.9 p2 15.8 t58 8.6 11R tS.B 15B � �� � � IStn 28.3 f82 2&g tga y.6 tg2 25,y 185 2pg !02 22p t� 17.7 192 18.7 1SB iS7 1B2 18.1 u7 1;.2 1B2 18.8 13S 1L6 1B2 15.2 Y62 tU.t 1B2 144 16P 89 t� M.g tsp � �� � 80(n 1H5 14d 19.0 128 1S4 /q4 16.1 728 � ��o � "�� � 66N ffi2 427 i5.8 153 Q J � � 7ABLE 28 - Z � "� N a kQ- � "' co � MchorCa al Tabb Iba AMCNORCAPqCITYADJUSTMENTFORMULq; N i,�"j� ��o� SubsWb: 27NCamc24o aStCm¢. � naaar c6tu Fa�ca cntu pr WoaQ rANGHOR Cpp.m,,,,,1 W McdorCllp Patteme ancror�Yce• arte Etw uamcon va•eko tmreca� srsc aco vr ss E�co uis�Exo ue ss Eko R�o s�eal �iz steel af s,�teg t��i x`���^'- ANCNOR CAP,,,,, X u8w�m y���ooUttrecan 1!�^Eloouwacm� MVLLIONCAP.�o.....1� � N Y E�a btstaryce PnY. t• Z-tm t' au2' atre` �� AG9+e(�eta tntra�on AopeCelv Scrcx(CiS)Suev+(G57 somr�G5) USE THlS FORMULA TO OBTAlN 7HE'ANCHOft U � !x Embedmen�(tnl: i-Yi' 73IP 1�34• ta�4• Y42' 7` 2-12' i Y1IB* 2 nA8" 0.54' 0.321` CAPACITY REQUIRED"CORRESPQNQING 7Q AN � r" a � O z�p a.is�Mh.o.C. stencqm orwae�ap+ .t k aso ue aea rt» a�o rcn ena�, r f-ur �-v4• �-fr�• �-vr �-v�� f-va� r �ara� ta�8� w�res ACTUAL PRESSURE REQUIREMENT FOR 7HE x IMCICM9Q1.t5'MRO.G.ISIMOafd(arWheIJCUPI�l1.2): IB066 7aAi Nra taNroo �70w. 2soros autns 7tOnv a7��ba be��s atstCa aatw a4z�w 5aam,, OPENWC,.WHEN(TIStt3WERTNANTFtEMiJt,CtON �� N �AaoAau�3'Mn.O.QlCtl'd�5qnplelylpsll�SaY 7B4bs T60166 88UIts t� t8s6Ds Ofbs £QDNa WA T60bo NBtEs �a � ��>0. WA es�tps ie5t6s n�otes CAPACiTY(FKOMTHETAHLE)OFTHESELECTEO �^ ,� ^� 2^m�«s�oas•t�fe�.o.c.tut�y.�nta.t2s•awn.tFq.a) nr� wn wq Hm NtA �m' ���� ee2me easibs it2qros MULUON.�TW�LLYIEI.DAMWIMUMANCHOR � �� tnnchrrJv.atPi�a.`+t. 195ms tes�es y�� qi�y w� WA wA N!A WA Wq WA MM NIA >15ros CAPACITYWHICHMAYBEUSED70Q1L91.IFY 2h,xnan t.tsnen.o.cr en�ba 135ms ua�bs �irros a7oms ie7�Es �i� ma�to n0bs a2tWs 2eoms ADbITIONALANCFIOROATlOMSFROMTHE NpT6:ppR TH@ OFFSET CL�p,USE THE SAM ANCHOR PATTERN AND ANCHOR YALUFS qg 7HE STANDARD q_Ip �A N,A � wA � ��� ��� 560 ma ANCkOR GMAGTY TRBLE. FIGURE 1= FtGURE 2: � TABLE NOTES: • ! * CRf?RU(,7 RBYL58p -_ • i 1)SEE SHEET 1 FOR IN57FCUC710NS ON USING THE TA81,ES AND SH�ET 26 FOR INFORMATtOA1 ON t,ppp(N�,, 'u�A�"A�Y�sB u'+��hoFtadlt SEE SNEETS&4 f�OR GENERAL IN&7Atf ATt(b+J ME7N4RS. nuitai�coda --� i.00a r.- a�se�u�,,,rb/ -p .p� Flf3URE3: �� 2}iiNEAR INTERppLqT10N BE'tWEEN MUL!LENGTH3AND/OR OPENING WtDTHS ISACLOWABC.E � �pi���a l�i� 3}MULLION AND MULUON CLIPS SHOW N ARE NOT TO SCALE,FOR EXAC7 DlMENSIONS,SEE SHEETS 21-23. �Y � � ! � H�LES T4 BE DRILLED 1N THE FI@Lf?FOLl.OWMG 0lMENS10NAl.RESTRIG710NS SHOyVN ON SHEETS 21_2g, M�` r�t FIGURES SHOW SUGGEStED,pPpROXIMATE NQI.E LOGATIONS. 2'�� <<<+ ANGLE C�tP MUS7BE USED IN PAIRS. ,`�titi�,�p�Y �YNN��r��r�� 4)SUSSTRA'TES;4pNGRETE SHALL CONF6RM TO ACI 3p1 SPECIFICATtONS.HOLCOW hNp GROUT-FICLED FIGURE q: FIGURE 5: p�GUR�g_ CONCRETE BL,OCK UNIT(CMUj SHN1.CONFORM TO ASTM G9f}.WppD SFiI�L BE PRESSURE-TRFA7pp "375� � �, �,G��S (`� , � � YECLOWSOU7F{�NPWEWITHpN5GOF0,5S.q�UMINUMSHALl9EB063-T6ANp8EAMlNIMUMOFt25• '�' h?`P •� fi �',^� % � THICiC STEEL STUDS TO BE A MINIMUM GRADE 33 AIUD.045"THlCK(78 GAUGE).STRUCTURAl.STEEL 70 BE AT ho.56'V5 ��!: � � • LEAST.72b'THICF(qIJDq3g,qL�pNCHORSWTOMETAlSHAI.LE(TEN4A7CEAST33CREWTHREppgBEYdNO ��XTX.376"MULl40N - � �j." � THE Mp7ERlAL#10 @�{!12 ANGypRS IN74 WOOD MAY B�S'fEEL,tg.g S.S.OR 41p S,S, ='U � '^ � ^ ��(�� � I'tg � ��uti_ :<<ti.'�. <oxfp?�. r��.. A L�NN�M�lsE�p E` FL P,E.0 58T05 ( TRBLE 3A Mulllon Ca ac Tab(e ibsfR� sou, �h �PeNngWfdth{ta�ertica�y'-�Pary+��9milllana�arQpeningHelght(torfndzoNel s " 70ta W In Bll tn �S P0�J1'A fti11110(IS) �� 1X2.T6% R°n�^su�a� iroptTileno. Rede�v TroyfAea& Rectan0�eat toDln f201n .876Alunl. �'0d�a 1.rtaar,H LoaQng lmdng �"zcwe i.a��r�• �"a�ar T�ee�. Rromne,ey sn,wrel.ng. aeomrg�tu T 74otn isvn ��`�N. TtibB d^0 CoaBM Loafpn9 tne6 �Me"Q Recfen9ctlm 1FaPrmenq. Recle � ua. �+ �B LoaQn9 Loadug ��r �#T��& Reetengua h�lszq O Mumon � '� � � �,. �' �.. � ic.-. aRn wea�o ��s�s LmdnB ��6Qe w�ro t�,,a �0 �o�� �� � �� � �� � �� � �� � �� � �� � �� �� � �� � �' � � � "° 4 � �� �� ,�� �� � E � �� �' � � � �� � g g � �� �� ~ � � � � � �� � �� � �� LL }t }t ��. �� d �� d 2'� �� I� d� �� �� �� d� f� �� �� � �� �� 2''�� d`� �� �� �k� d`� Y� � S� �$ �� �� � $ �� �� �� �a �� �� �� � � N f21n 170.0 C2p I70D 4a5 170.D tL{ 1TOA 478 170.0 8fig t7p.0 508 f7'0.0 892 17A0 SiB f79.0 1N6 170.0 62i 770A 12d0 1'/0.0 621 1�&1 1J01 17DD 52! 12T.6 t�A! 170.� 52f �1� �� �Q �� m 181n 170.0 70E 170D 62� 770.0 870 1TO.0 bg1 470.0 8g2 170.0 83p f70.0 1533 i70.0 s61 15t.8 1139 170.0 B/7 130.6 7139 Y70.6 8B0 11J.9 1139 170.0 6BC 87.8 H33 17p.0 6Bp ESA H39 77Q0 6g0 z �h� � 60A76in 1140 7�'! 170.0 583 170.0 Q9B 170.0 031 797.8 7072 t70D 6gf l4sA tW9 l70.0 7,Gy f�¢6 1632 170.8 7i7 11T.i t0]2 17a0 7:B 979 10� 170.0 756 87.8 iW2 TI0.0 73C 7JA 10.t2 170.0 75g O J J�yl 6�In f7Q0 797 1T0.0 812 IB1.J 007 1T0.0 BBI 1382 gp7 1Q�.7 7J0 12Q.8 8q7 1525 T2(! Y07.6 967 1�5.0 714 86.8 967 U1.1 710 B0.8 9W i[QO 7p9 � In 141.1 T35 131.d 6YJ I17.6 735 t70.� 811 100.g 736 118.0 6➢4 Bi2 7a5 106,2 b� 78.4 735 94.b d03 70.5 785 9S.T' B7E 5E.8 73S 81.8 574 b0.1 7]d 91.8 b74 /4.1 735 9l.8 67/ � �� � 63(n 7RtS 868 7�OA d70 t0i9 888 6A.1 907 1JO.o 704 80.6 81lT f40.0 7p9 (L `�� g 111.5 SS7 87.0 68E 87.9 5f7 76.2 668 80.! 639 E7.7 668 � M CF/"'•l Gb fi6tn SO6.0 607 1124 St2 BE.1 607 88.1 517 73.7 B07 85.0 SOt fid2 607 T7.! I93 589 60T 7�f.S 4B8 63.0 867 678 �� SOp 8N 83.4 � 37.8 0JT 827 4T4 73.1 807 92.T 4T/ � J .°� 72N ei.8 370 dS.B 44� 6p.0 510 73.0 139 d8.3 tU 6a.J 48 51.o S10 67.9 118 �5.4 stD 57.3 �73 �P.B St0 yp.p �� �.7 6°8 �aa 63f 78.1 666 75.g p;f � � � g TBM G9,t {SB T2b <00 E7.8 15N 81.7 382 18.9 t50 6i.1 OBS 48.i /be 49.8 '71B 7B.e d58 148 37J 91.7 �58 <7.8 368 288 �78 7T.T 3B2 ?A.8 16E .40A �59 21.7 19! 35.7 75e � W� m � 1+{D 5!p 15A .(0'1 2p1 5I0 �1.1 89g TS.S 310 /d,7 �gg 78N 6t2 435 67A 391 4t.6 135 66.8 3I3 i5.8 <3S 18A �66 fP.t iJi 4{.T 760 �5.T 415 10.0 �.56 dt.l �39 3&1 357 28.8 !35 1{.4 34{ 72.8 433 3Z8 3{7 Z0./ i33 322 740 �o � �� B9p1 {7.8 SY! i3.t 280 3{.8 3t7 88.4 285 pY.9 3Z] 31A 7AR 26'.t d27 2C.5 Z/5 212 3Y7 35.7 271 20.8 aT! 27.7 2£�8 t7.4 aT! 4l.0 i'83 f!A 327 19.3 y6g � j� � •z �G�n 31.1 287 �6.4 267 �.7 �7 29.8 252 24.0 287 49A 2t8 Yt.S �7 23.1 II/ 1&t 287 � e�-. 10B4e 24.7 717 24.7 2l>5 2Q.2 227 2p.6 Ypy 7�3 71T 16.0 f96 1$.1 227 1&6 7ry5 �.9 ��0 17.2 707 18.5 237 1�./ 287 7B.$ �32 � y� "Q � p 1111n 2:.3 2f6 72.7 19} 18S �1S 1B.! fAt 15.8 2t5 tB.6 f88 � ~ � N '��' 120tn 71.6 !81 17.8 1B7 (n x� �C3$� W � TABLE 38 � N � � Arte�orCa ac 7ab}e Ibe ti x Sutsvets 27K��e ANCHORCqpp��yAdJUBTMENTFORMULA; a 2`" Z �O p 9.StCaw. HaYawCMU � AnchorCllpPatterne ��rvva, 3��sekaiao-aw„ uremouttmcm &tB�Eko �acaCatu rrwae ��� (ppa3x�ANCHo,__qppp��__1 �� � ���a {Agq�� yt9'FkoUlltaCon tµ'FJ�y��y� Vi'S3Ek0 bJiB'Etca 17i'SSEfca diOSlee1 a118tee1 df2sfed u MUiUONCAP.,�,,,,�/ �C�RCAP.,�, Edpop(Stance�ny �- y.�n- �• Za�y 3,tIB• �� A�a� �°� Awretietor Screw(GS)Satew{GS) Sae�pf(3s) USETMlSFQftMULqTOOB7AWT!-!E AFlCHOR � �auSh} ta�a' �.3��• iaM• taf4' 2a2� 1° 2q�r 2� 3-}!g+ r o.4a` 0.5a" o.�za• CAPACtI'1'REOUIRED'CORt2ESPONLI�NG70AN v5 "��^� IAsuKt+as@�.75hTn.O.Q18t+xMdda4RsetpWffW.ij 390�s SBOtbs 15069 880�R5 784A�3 T/OJDe 2BOIbs 351Ws 740lxi 9l'41be 6841bs 84SPo¢ i�M1om�LiCMtM18.C./8mndyEtorO�etlCYDffip.21 4HOIDs ]00@g WA HrA �A ��N• 1-t�' t.774' tAIT i' 13/8� 1JlB' wrks ACTUALPRESSURE!?E(7U � 4AncMta��•h9a0.c.1{2)ZitSqrpfepya! +vA aeGtW wA 34f1bc 4a2tts sepiys OPED71NG,4YF{ENITiSlOW'�MENT�OEMULUON 2ArohaaQ0.15'MM.4.C.7ttqk�6rto.12YAhm,iFly.4j; 7�Rw 7NA �A �WA �g��, 5768s 5601M WA wA �A wA '`b� 6EZ@s BBSms 11zoPos GIPACRY{FROMTHETJIBLE)OFTHESELECI'ED �� ���� ��� 18H21� �2W 9e5lta tSmwc MULLION.ITWlLLYIELDRlAWIMUMRNCNpR 1N+chorlF-CI�PF0.5} tesms �esms a��ms 445Pos aze�e fasuxi r�a�ea f�m. aams �e�tos 332@B 4rams ttoms ai�� zeows 1�DOITtONALANCHOROP7'IONSFRQM7HE zancnaa t7YMIn.O.CfFCilPiib.Oj: 240@s awa�, �n Wa �A H'A wn wa N!A r�sws CAPACI'tYWNiCHMAYBEUSED7t7QUALiFY P1�TE:FOR THE pFFSET CtIP,USE THE SAME ANCHOft PATTERN AND ANCNOR VALUES AS 7HE S7ANpA}2Q�p WA WA �A wA WA aqt roa 452tw aeotx ANL�fOft CAPACtTY TA8lE. �CIRCLEp VAlUES ARE U3E0 IN 7HE ESFhMp(,E ON SHEET 24, FIGURE 1: ftGURE 2: ' PR(KIt1Cf R6VISED uv complyin�with 16p Fipi�h� � � • i 7A8LENp7ES: Duiltling,(Lde � Acap�aauca r+o 1$'O x.i$ , � !)3EE 8HEET S FOR fNSTRUCTtONS ON USMC,THE TAB��g pNp gH�25 POR tNFORMATION ON LOADING. � 1��� � ��iration Qett •�t SEE SHEETS 2-4 FOR GENEi3pL�NSTAL.L/�TION METHODS, py FIGURE 3: 2)LiRlEAR IN7ERPOt.ATiOM BEiWEEry Mtitt L6NGTH5 AND1pR OPENING WlO7HS!S AIyOWABLE. � � ` ���a�� � � � � • 3)MULlION AND MULlIDN CLIPS SHOWN ARE NOT TO SCALE.FOR EitltCT DIMENSIONS,SEE SHEEiS 21-23. 2.760• `\.,�'`����N f lYhh�1�����i���� HO�ES 70 BEDRILLED tN THE F1ELp FpLLpWING DIMENSIONAL RES7RICTlONSSHDWN QN SHEE7527-23. ANGLE GLIp MUS79E USED IN PAIRS. -'�-- ��GUFtES SHOW SUGGE3TE0,APARpXIMATE HOLE L4CATIOf�,S, `Q,��• �tC.ENS�.''�fi,1n :r �FIGURE4; F14URE 5: 4)Si10S7RA7ES:CONCpEIE SHAI1,CONFORM TO AC1301 SPEClFlGqT10N5.HOLCOW/WD GR011T-FiL1.Ep � �'�' Tlo.,�'i37G5 '�{ ' � fi16URE 6: GONCRETB BLOCK UNR(GMU)SHqi.�CpNFORM TO AS'fM G90.WpOD SHAt.t BE PRESSt�.7qEqTED //,�� - � YEi.L6W SOUTHERN P1NE WITH AN g0 OF 0.55.ALUMlNUM SHALL 6E 6p63T5 AND BE A MINlMUM OF 725' 3�6� �`"` � N � S � 7HIGK.STEEL STI�S TO BE A MINIMUM GRA4E 33 AND.p4S THlCK(18 GA(1GE).STRUCTURAL STEEI TO BE AT ��"�+ ,� �� �� LEAS7 t25'"7HICK AND A38.Alt ANCHORS INTO METAI.SHALI EXTEND AT LEAST 3 SCREW THREADS @EYOlJD � %,C�,'. S I, - F ; ��� -� TNE MfiTER�AL#10&$72 pryq{pRg��TO W�QD MqY BE S7EEL,18-e S,g,OR 410 S.S. ��X 2•T5`X.37s-MUL�tON . ��'�'.�'LORtOP.'C��+��'. i,t4ti ' ' • �d.��.,�n�j�`j'( ( �.r1`�� FL P:�#��587Q5.E. •. TABLE 4A A�� � kd�UlonC� aa 7�61�IbNRz ��� '� OpanlnpWldth{for�eNralyspamirl9mu19o�)or0�nlnpH�ight(lbrhuimNeqy-sparrirgmWaro} ��"�� i0N 601n 701n BOfi BO�A ttOin l20A tADht 190h ���5' 4 Recte�p� heF(Ma�9. Recta�0+�a� T�WT�9. ftootmB�t� haplMm�g. Rac4nWar 7reptTiiar�p. Recta�Wmr TteOfidrvrA. ReU�Usg+isr Trep?�ag l+ectm�9utar Tceg�t�tmC. �w�ar Tr�plirtanB RBctenW'x 'ReMden9. �, � 9X2.767c LoaCi�O LaefinB Loa�O tAadmG �Aa8+r0 Raac!!9 laedng ta�+Y loe�Cp loadn9 loadnp La`➢n8 LoadvW Lvadrm Lo3Q�np Load� Lvedny tcad�p �y. �V .6B4Atum. �, a a n x � � �,. �' � � r � x• a a �'.. �C' a a ` � TUbO ag 'a$,.._ �,. '�.. g a., ' e.. a v Mull�nn � �� 3 �� � d� � s�� � ��' � �� � �� � �� 6 �� $ �� � �� � �� � � $ �� � �� � �� � � �� � m �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � �`�� N a � �21n 1�0.0 829 fiD.D �15 170.0 )4! 1)QO S78 1700 889 170.0 598 tiOA 98T t70.0 558 570.0 1718 f70A S21 1T0.9 12A0 170.0 521 1JLL0 1�88 170.0 52t 15E.7 1820 17QA 521 138.8 1826 17DA 52t a � 18N 170.0 708 iTOA 57A 170.p B50 1�0.0 d8i 770.0 9B2 ifi.0 &3Q t7bA tt33 t740 86t 1709 t27S SfiA Bt7 tt0A 1417 170.0 680 11f.T f11T t70.0 B80 f21.5 7417 17q.0 880 fOB3 tiY7 1'78A Bb0 � a� � 60.815In 170.0 717 170A SB3 170A 808 170.6 031 110.0 iW6 170.0 8s�i M170.0 1185 i74.o 723 1626 1Z88 ttOD 7tT 748.3 1280 170.0 156 121.0 1249 170D 150 101.5 1288 00.6 75B 81A i286 478A 758 � �� S41n 17Q0 7B1 1T0.0 B12 170,0 058 170.0 88f 5iQ0 tt18 178.0 iSi 55t1,i Sl50 570A G�3 113,8 1100 t70A 037 110,8 1180 17U,0 B58 t00S H30 170.0 EB1 80.1 1130 770.6 881 7Sa tt�6 570.0 88t � � � 60N 770.0 08S 170.0 70t 1t6A 813 fBS.a '7B� 126.6 8Tb fS�.i 716 t06.B $t5 l32.3 735 6T.8 826 12].B 726 6T.9 913 7f0.5 720 792 976 711.4 71b 81,8 815 i1�.� 7i5 Si.9 S!5 4t;.4 T}5 h � J &31n 181.8 ESD 181.8 710 Iffi5 8S0 130A s84 108.5 03p {2S2 86! si.8 4}0 ltZ2 s7o &IA &7p tG4R 6B2 75.8 8SD 88.4 858 63.7 B3U 61.5 B{8 54.2 870 94.1 W8 4TA 8�0 8i.i 84e � U � �a 801n 1'�.7 757 1�0,0 B60 I1DA 757 i10.6 838 D43 757 i05.H 82i at.5 757 9@! @l4 7�.4 757 lB.1 BOd 88.4 767 642 800 65.0 751 78.0 543 l73 7S7 T&2 54t 4f.3 757 782 S@t � �g � •� � 1 MIn 101.7 B3B 1088 552 81.Q b38 BtA Sd6 �27 &#& �.7 63Q 616 839 )22 52! 58.5 836 �,5 514 60.9 838 82.3 508 �2.4 63B 67.4 SPU 7s.y B38 i5,3 tSt �18 838 55.2 i87 � �� LLI � 78 h 68.5 571 40.t �AL 72f� 5Tf 70.E i86 8. 5t1 6tA t7A 5i.i 571 80.0 471 IS.a 671 55.5 !8l �32 575 51.0 {59 59,0 6T1 47A 451 �0.0 57t tt.E ttT 27.� 57i #,6 4Sa � J o � � r 70 h 80.0 SQ 63.4 47{ 68.1 6i3 7A,8 185 57.1 St2 92.1 458 50.4 542 55.? 41@ 44.4 S42 5iD 442 �0.0 612 �7.6 17T 117 512 A29 129 28.6 5i2 t6.8 i25 2S0 5{2 tU.i d23 f^ � ,� � Q 90H 5Y.1 �W S3.? �BI i3.i 407 iS,i SSS 37.2 !07 39.8 2►4 3Z5 447 35.3 34> 298 107 S21 3.'� 2BA 40] 2&0 33{ 21.7 407 10.f 327 18.8 407 2i.1 322 te.3 t01 23D 318 � � �.' a O ~ X� � �� B0 In i2.B 758 4t.1 J20 �i.9 �58 37.Y 314 30.7 356 3t.4 3Q8 20.9 358 20.8 sa Z5.8 36tl Y8.1 800 21.E 35L 2<.0 2dB 11.8 75B 21.0 1b9 15.3 35d S93 Z6S UJ IOBIn 30.1 263 �O.E 255 S,t 203 x6.9 25S 2f.5 2D3 ?26 247 Sb.6 7A3` 19.Y 2N 19.T 2!J 7E.0 2�0 15.1 287 78.5 ?�7 W � ' Ifiln 27.8 2d7 28.9 2a2 23,I 287 23.8 23E l8.8 28T 24,6 235 Q.3 287 !&� 4J1 til 28Y 18.6 Y�B � [V f� (p 1201n 22.P 2�b ?�-� �9 iB,S ?1G SB.E 26S 547 226 tfl,2 2a2 U N` d � O TABLE 4B ANCHOR CAPAGITYADJUSTMEN3'FORMULA: ��F Z y AnohorCa ael Tabl� s @ ���� suasraia s.7►cmune a.ec caw. xononcMu F�eoa ck+c� ar wom Meui IOP,m)X�ANCHOft CAP...,,,,,,.t_ANCHOR CAP.R, q u €[C Lt: 5fi6'Eico 11Y9SEko Sl16'Elw 1l4`S$Elca tlfOSYeeI Y12Slee1 d12Sied MUttSQNCRP„�,,,,,e� � ���� AnchorCllpPatlnme A"`a'°`�yre xtceccn+xwcon iM'EkoU(tm<m a�e�Ekcumxon ve•Erce�mraea, �r{recm npprxata lmmcm �qpeOata semv(o5�BamwtC5y Suwi(G5) USE7t}4SFQRMULATOOBTAINTHE"ANGNOR �a�oia�mmc{hx r 2.irr r a�rr 3-118' r 2-vr r x•�rr r �-va� r aea� osr fl32a^ CAPACtTYftE(lU1RED•COFiRESF'ON4fNG74NJ emeed�nmf k �-�4• far4• �-va^ iap• r 1iiC au{� �•�re� �.tir4• �.va� �.u4 x 7a�e� ia+a• �ehes ACTUALPRESStJREREQUiREMEN'fFORTHE 1prclun�A.TYMh.O.C.154enCeNotOls¢1alpffy.SY �so�s ssoma �w�es amo�s �asau» rroms aeoma �saws r axi arn�es eadms s�e�u� s�iroa 442IW saome OPENiNG.WHENttiSL4WFR7FtANTHEMUWON �Annnas�i.lSMt�.O.a.tStaMafdt���}c8p(Fy.zx tao0s Tcvar WA WA WA WA 39osa ttfA Wn Wr W/. W;a 86214a s65 ft26fffi CAPACffY(FRpMTHETABLE)OFTHESFl@CTEO �nnanots�sn�n.o.c.t{e�2�sq�etupsrffq.st ieums �aows � ceou�s i5eoms iesofas saoes sesroa �ira rsams �asrns eaoxu �eazt� cezan nzoeu MULIIOM.lTWILLYIELDAMiNiMLI�nANCFiOR 2Aratwg�0.45'AW.O.C./U4Yfp,fnro.1Y5AWm.(Fq.IF WA WA HtA WA fttd WA NIA N!A WA WA N/A W!{ WA 7161a� CAPACITYiS$3lCtlMAYBEUSY�70Qi!{klFY taneoo.tf�ta�6.st iesrtx �s5fos s2sv,s 445tds e?zps iasms woiva ��me a�oms �o�im a�zm� +�ams �wt,s szi�c 2aoms ADO}710NAI.ANCNOROPTIONSFROMTHE 2AnChoro�f.tSMhO.GIFCItR�b-Bt 2f0A5 9501as wa WA WA WA IOOitw WA Nlk WA WA tYR 74lWS N2l64 9Q02s MICHORCAPACITYTABLE. NOFE:�6ft THE OFFSEf CLIP,USE THE SAME MfCHOR PA7TERM ANO MJCHOR VACUES AS 7'iiE S7ANDARt?CLtP. �""'1��RCLED VALUES AR�,U5ED iN 7fiE EXAMPtE ON SNEET 24. �F'itODUC7 REVFS84 r,,,�.,,�. as complyiny wi�h iAo Fitlfidl FlGllR�}; FIGURE2: TABLENpTES: �ufldtngCod� ���,�y�j�p� Aeceptaa�A7o --, 1A00' �- FapiwtionDule /2011 � �� � � 1)SEB SHEET 1 FOR INSTRUCTIONS ON USING THE TABtES AN4 SNEET25 FQR tNFORtAA71QN ON IOADING. 9y � � SEE SHEETS 24 FQR G£NERAL 3NSTAlIJtTtON METHbp& � ti{�� �p�� , 2J UNEAR IN7'ERPOIATION 9EiWEEN MUtL LENGTHS RNDIOR OPENtNC3 WiOTHS tS ALl4WA61E. �}�`` ' r f� FIGURE3' ��`,�10,.......,,'<� �i� 3}MULCIOH AND MULLION CLIPS SHpWN ARE HpT TO SCALE.FOR EXACT DiMENSIONS,SEE SF�E75 21-23. y,7� `"'��a�. yl��N SF '•fi� f S . • * HOLES 70 66 DRILLED IN THE FIE4D FOLtOWING DIMENSIONAL RESTR1CTtf1NS SNAVc+FtQN StCEETS 21-23. FtGt1ftE5 SNOW SUGGESTED,APAROXlMATE HOtE LOCA7IDNS. ' '`� ido.�i37� ��� f ANGLE CLIA MUST SE USED}N PAitiS A)SUBSTRA7E5�CONCR@TE 5HALL GONFORM 70 ACI 301 SPECiFICATi4N5,iidLLt7W AND GROUT-FtLLED •(/�' ¢ [ ' CC7NGRE7E BLOGK UNIT tCMU)SHALL CONFORM TO ASTM G9D.WOOD SHALL BE PHESSURE TREATED '�� '� � U C'V 'L j� FtGURE4: FIGURE5: FIGURE 8: Y�LOW SOUTfiERN PINE WiTH AN S�OF 0.55.AIUNlINUM SHAl1.BE 8063-TS A1VD BE A MINIMUM OF 125` "";��'' STA -C7f ,'�V� ! SliICK.STEELSTUDST09EAMWIMUMGRA�E33AND.045'THIGH(186AUGE}.STRUG7URI�t.STfi.Et.TOSEAT ' '�' '•.,�tOR14P. ' ��` � � � LFJIST.125'THICK AND A38.N1 ANCHOPS iN74 METAL S1iAll EXT6FSD A7lEAST 3 SCREW TNREADS BEYOND 1'X 2.75"X.650"MUlL10N '�'C�5• • •... • `�f?�� � � � 7HE MATEft1AL.#t0&#t2 yINCHOR51NT9 WOpD MAY BE 3TEEL,1&8 S.S.OR 410 S.S, rJ�S((}hj��.,��1` latltut; A.LYNN M(LIER,P.E. FL P.E.#58705 TABLE5A ����,r, � ldulllon G aa TabCo Ib�H!= � 4penlnpWVdth(torvaNcey�sParcirgmulliore)orOpanSngH�lBh!¢urhomorAeAy.spernir�qm�lions) ���4 a sam aom �au, eoa� eou� taom tzom uom �wm �� o Rochnpaor 7maM�o. Rx�agWaz 'LeaR�ie�p. Racfu�a�dar naNtnere. Raelanalar 4saf'IH2ne• Rec+m�War nap�utmv. aec�angdu 'f�w+s Rnotm�q�rAa T+ay7elena Rcata[zgdnt 'UnpTAeia aectnwSa 'fr�Jfdm�g. a tu-,. 1"ft3.42b" lAflCv1C Lcstan9 laa�8 losdiW loadn8 Loe3ig loadn0 loadng loa�t�6 loadnD Lat6si0 Lou�M lnaditg Loadn9 Laebn9 Lua6ry1 Loedn9 I.oa6n0 sx � .600"Alum x x � r ,�r '�.-. � a �F� a .8 a a ;� � a ,r� � r a x, ,� �.. �r�,e•nwu �' �� � ��' � �� � a� � �� a e$ � �'� � �g � ��' � �� � �� � �� � �'g � ��. � �� � �� � ��. � �� rv k v ua u ug 3 u o� o o� � uo �s m � � �� $.' g � tr `� �� `s � �� e�- p �€ �" 5 � ,�� �€� �.� g g � � �- s` � � � in � � �� ��' Z� �� �� �a� �� a�� �� �� �� �� �� �� �� �� �� � �� �� �� � �� �� �� �� �� � �� �� �� a" �� � �� �� a °' � l2in UO.0 829 17Q0 C35 1'J�.O 714 170,0 �7b 17tl.0 E86 170.0 508 IT6.0 BB2 17U.0 61U 1T0.0 t5i8 4TO.Q 52t 17R0 i214 17Q0 521 170.4 1486 570.9 62f f'MA 17J5 770.0 BZ7 154.� 1� 1TQ0 52i J W r9N 770.0 708 170A 4� 17J.p 850 170.0 SBl 770.0 DB'L 1]0.0 WO 170A STS3 170.0 881 1T0,9 12I5 t70.8 877 f70.D Stt7 l70.Q 880 16J,7 16T7 1T0.0 6E0 t�5.1 i5/T I70.0 B80 �19.2 15TI 770A WO � Q,-�, � W,8251n 170A 747 110.0 50.1 170.0 08B 770.0 631 170.0 70/8 17Q0 68i 570.0 1185 f70.8 i7! AU.O t315 770.9 747 570.0 i184 i70A T58 1�t.7 149$ 170.0 758 1215 1�95 17D.0 7L6 10E.3 14Y5 170.0 758 � 0� (, Slin 110.0 T87 17Q0 E�$ 1I0.0 950 770.q B81 170.0 1118 iTQO 75i fiOA 1175 178A B03� te8.1 t�t t70.4 89T 1+49b 14Q! 170.0 8� 1TA.0 i191 l7Q0 C81 iW9 1401 17D,0 Bbl �.4 1401 170,0 fiBt � � ~ a � j 90In 170.o B85 17a.0 701 17oA 1067 17Q0 787 159.5 H68 170.0 QT6 738.� 51SB 767.0 82d t23.3 iti6 758.5 617 !1l.0 7156 1497 970 926 1156 144.5 99� 70.� 1158 14t.5 903 e&4 iiS9 1445 BDa � � ,r B3N 7T0.0 G3D 17�-0 745 139,6 1048 i7D.0 B5� 1�7.0 1018 155.6 B86 N6.8 1949 tit.T 818 tOB.S t6i9 15�.4 636 85.9 1449 125.5 62b T&9 1WB tlfl� RN @9.5 164Y 118,8 B18 69,9 104B 11E.B B1B � �� m � y 681n 168.0 B55 170.0 78B iJ8.0 �.5 iS1.3 801 110.1 064 tdlT 7!8 1G92 456 12l.i 715 829 4T3 N28 763 83.4 965 108.4 757 8&5 855 b8.8 749 58.8 B35 80.7 T�B 52.1 B5S AC.7 74B Z ti1 g � j 72N 128b 'B03 134.0 8p7 107.0 803 f1.A.9 882 91.0 LIX# 101.1 8J0 86.3 �3 81.2 859 71.! EW 83.5 849 84.2 E03 78.8 942 5�.6 803 722 932 45.9 Q07 &9.B 87b 10.1 803 88.7 827 � US� > �z � � 70h tU9.2 721 114.1 82B 01.0 l21 87.0 BiB I&0 721 d5.i 805 86.3 72i 76.fi 695 80.7 72! IQt 588 5l6 721 &5.4 STB 45,5 721 58.4 S6A �8.0 Y21 58.tl 561 5l1 721 68.f b87 ,,"1� J �- .y 7EIn 101.0 BM 105.4 59B 8/.2 B64 BV.4 SH7 72� fiet 78.4 i7d 89.5 G6i 70A 587 58.1 684 84A 554 5U.5 864 68.0 551 l21 88� 54.1 S{I 96.1 6BI 51.1 538 31.8 E81 50.0 511 � ' � � 55 � Q N O BO tr� 65.0 514 67.9 /58 64.8 514 51.� 418 tTA Si4 56,8 N9 45.) 514 N.8 433 38.fi 514 �Q.S {27 a.Q 514 ST.9 421 27A 514 �.0 N2 ?Jb 574 3D,i JOB 20.8 51; �9A iGt r �f7 861n 54.Y f52 55.7 /04 132 i52 i1.6 388 36.7 ii2 10.9 bD6 38.9 452 96.� 3&I 3Q.4 452 �29 318 27.t 452 39.5 373. 228 452 ?b.e JOS 18.4 152 242 359 58.8 452 22.8 S54 N �G ���O 1081n 38.7 357 98.8 3!2 31.7 357 32.T 31J 271 35T 28.4 3f2 2�A 357 Y52 3� 2L1 357 ?27 30. 48.0 55T 20.8 2B9 1S9 357 f&0 ZB3 13.9 957 19,2 2B7 77.8 357 iS.O tE3 N � 1111p 35.1 310 95.9 � 2D.2 338 34.1 361 25.0 338 28.t 286 2i.9 338 23.1 2B2 19.5 338 20.6 289 17b 336 10.0 4B4 14.8 318 yB6 2l8 12.4 3a8 14.0 273 i1.0 33H Y3.8 269 X X � � � 1201n 9.7 28B 282 267 1a,1 269 2a.7 2i8 iY.6 289 �.6 2C�6 47.3 2ec t&5 252 15.5 259 19.3 2/9 73.9 �9 14.0 298 11.6 2A9 126 210 B.8 2EB 11.1 230 8.7 2D6 iD.4 282 () r Q', a O TABLE 56 pNC}fpR CAPACYfY ADJUSTMENT FORMULA: � ��� N �� � �x0 pnchor e S�3e�a ANCHOR CAP.,,,,,,,,,, .� a�e znccaxtde ssccmc. nmow Fweu[aau vrwmn r.t� tDP)X( }=ANGHOftCAP.,,,, � -� � yic�co tri•ssFto St+eF)co vs55F3w asOSted inzsttet m2steG MULLIONGAP.,,a,,,,,, MehorCllpPettem� ��� ���D�`sm va�eeouxw�en urt�� ytC¢uouWam t�4�F�cotlnrscan �,�or ueraem nggrt�v s�rew�cS�Serew(c,ry Scre+(c� U3ETHISFORMULA700BTAINTNE'ANC}iOR Eage s�arce� P 2-�rz r 2 vr »rr t� 2•ur r 2�vz 2 a�� r o,ne• os�a� a d� CAPAGVTY REQUiftED'CORRESPONDHJ�TO AN emtcanmi n �aw• �am �ara• fa+a� r �-u�• ��vr �•�a• 5•w� ta�a• t-vr 2 �aa� �ars xiies AC7UALPRESSUREREQUIREMEN7FORTt� 2ancroo� 'rs�no.C.�s�xroamarometcep�g.� sroios 3oora �'oms emc,s + uss 278bs 2�us ms au�m ar ws astws wsms �� � to� ,a5ums OPENING,WNENiTISLdVJERTHIINTHEMUt1tON 4AfLlrors�1.16�MhO.G/SSan�tO(orOiRet)COp�.'lz iB�Wi 77DiW N� %A NN NtA 98]mb NN WA WA WA WA 682�8 BB5Va 172]1O5 CAPAC{TY(FRL7MTHETABI.E)OFTHES�CTED anrcrors�.�Mno.c.r(�F�sa+g�ec�sr�+gaF retrws tauun seama �smoe +eosm� snoos smm. uw �m 7asms amas �s�ms pszos es5� itan� MULLlON.ITWIf.A.YlELDAMINIMUMANCNOR SAIchoCJ�0.i5'MIn.O�C.lU�C9p,lnlo.i75'Num�q.4X N/A WA WA WA N7A NIA WA NtA WA tUA HJA WA NtA WA to73W5 CAPACITYWHICHMAYBEUSED70tlUAl.iFY t nrcnorr Fcup�¢5Z ta5ros tes ms rc ros aas 2s an m tasms t.n cxi �77 es a7oirs ta7 ms sre ioa a�s ias ttoo� �s aso ma APDRIONAi.ANCHOR 4PTt�1S FROM THE 2NItMsQt.tYN1[aQCIF-G � ?AO&s 3:OIbs !UA WA lIIA N/A fOUPn N/A WA WA 'WA WA 3diWs Ai2Hs :6d¢a ANGHORCAPACITYSABLB. NOTE:FOR SHE OFFSE'1'GIIP,USE TNE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP PRtNriICI'RGVtS6U acemn�lyiug w"skhWaFittt6� }»5.0�'«.1 �uilduiS(:ode ( 7i1�.0�' FIIXIRE}; � Fl6UR@Z TABLENOTES: H�'�ratlonDale �� ?,021 � � � � 1)SEE SHEET 1 FOR�1STRUCTlONS ON USING THETA9LES AND SFEET 25 FOR INFORMATION ON LOADING. [ty � � SEE SHEEf5 2A FOR GENERAL INSTALI.ATION METHODS. � �p�� `��tiiltt7a! 2}�WEAR 4NTERPOLATVON BETWE�N MULL LENGTHS ANDIOROPENING WI[ITH51S AL,LOWABLE, y��, ����C�� fl{IF��r� FIGUqE 3: 3)MULLION AND MULLION CL1PS SNOWN ARE N07 TO SCALE.E6ft EXhGTDFMENSlONS,SEE SHEETS 21•23. ��'��, '�,�GL-S4Sg �'P � HOLES TO 0E OR1LlED EN TfiE FtELDFOLlOWING DIMEN810NA1 RESTRlCTIONS SHOWN ON SHEEfS 21-23 � � ! � Fl6URES SHOW SUGGES'LEp,APPROXIMA7E FiOI.ELOCATIONS. • i;;. - �.5fS705 �k '= ANGLE C41P MUST 9E USED W PAtRS. d)SUBSTRATES:t�FSCRETE SNALI CONFORM 70 AG1301 SPEC�ICATIqNS.NOLLOW ANU GROUbFILLED '�� 1 " �'•- CONCRE7E 9LOCK UNIT(CMU}SHALL CONFORM TO ASTM G90.WOOD SHALI,BE PRESSURE•TREATED � '•'C1..� � S 8'�:'t�� FtGURE4: FIGURE5: PlGURE6: YELLOWSOUTHEF2NpWEWfTHANSGOF0.55.ALUMiNUMSHALL8E6D63�7bANDSEAMiNiMUM OF.125' %'��� � � 1'X3.i25'X.5"Ait7LttLNi ' (� " S�AT� ti` TH�CI4STEELSTUDS70BEAMINIMI}M6W+AE33AN0.645THlCK{'18fAUGE).STRUCTURALSTEEl70BEAT r /�� . r•4�R�ot*'G � r lE/�£5.125'7HICKANQA38.Al.LANCHQRSlN70MEl'ALSHALLEXTENDA7LFAST35CREW'fFfftEADSBEYOND tt'1+FMUWOH) �j�s , ,_„ . �`,�;`� � LL.Jl�.._J � Tk{E MATERIAL.p10&#112 ANCHORS IN70 WOOD MAY BE S7EEL,1&8 S.S.OR AM1D 5.5. ���fJS�GI�I F\��z��� A,LY�IN�MILLER,P.E. I FL P.E.#5BT05 - � � . � TABLE 6A �� ~ Mulllon Ce acily T�ble(IbaHl�) � ��� � . OpeningWltlth(forveNcefyapamlrgmiilions)orOpeningHelgM(fnrhoAzonlaYyspemingm�lon.a) �k�' < soi� soin 7oi� sotn oom �oom fmm IdON te0in ����� o reecm�,w rmpmare. ��aream neaRamm- acaana+�r ncWmma. r���a�em nsNT++e�re. aeaenwm rrewmm�¢. nec�ma�+� �N��a r��w�• rmpmm�a. rc��e�am TrewT��u. ndanwm. naorreare. a rc 1 x d x.426 ��9 LoadM loe6n9 Lo9&19 Lae4�8 Loed�p Loednp Loadn9 loudm9 LceA�9 Loed`p lnedm9 lAednH LnaAng l0aan9 I.oadne loe&n9 LaodW �Y U PIum.TuGe �s,. a �., � � �... -�i 'Fc.. � �._. �i �.. � '�t... � �.. � Mulllon � �� � �� � �� � �� �� �� � �� � �� � �� � 8� � �� � �� � �� � �� � �� � �� � �� � �� � �� N �om � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� g� �� �� �� z ��� � �21n 170.0 620 170.0 136 170.0 TN 170.0 �7E 170A 689 170.0 60B 170.0 8Y2 170.0 6tB 170A 1118 .17D.0 621 170.0 1210 1760 BY1 170.0 tIBB 170.0 621 145.8 1489 1T0.0 621 127.8 14E9 170.0 621 O � J �Bln f70.0 708 170.0 621 170.0 850 77�.0 S84 170A 892 17f1.0 670 170.0 110� 170.0 6B1 f70.0 /Y75 170.0 877 168? 1303 170.0 � 1]0.3 1903 170.D BEO 111.7 1303 170.0 B80 97.7 170J 170.0 6B0 � 2. 9 WA351n 170A 74T 17C.0 683 170.0 886 17a.0 631 170.0 10/8 170.0 BM 170.0 N9b 170A 7A 158.1 1235 ITQ� 7�7 T10.6 7�75 170.0 768 117d 1235 f70.0 76G 1WA 1216 170.0 756 W.8 7T35 170.0 738 g �$ � 641n 770.0 787 170A BfY 170.0 B56 170.0 881 17Q0 1116 170,0 764 761.4 f168 170.0 EW 137.2 1168 170.0 BJ7 12J.6 1168 17Q0 868 102.9 N68 I70.0 801 BB,2 it6e 170.0 681 TJ.2 1168 1T0.0 E61 ' LO M O BOIn 11Q0 B85 170A 701 166.7 101Y 170.0 7W 1�2.8 10a 1E1.1 &12 115.1 1d2 1�8.7 B18 111.2 1092 136b 801 100.0 tOt4 1J0.2 701 83.� 1012 125.7 782 71.8 1012 125.1 T02 62.8 1062 1R5.1 7!2 � � J 691n 170.0 670 170.0 715 161.2 vY2 .187.8 B18 1ffi8 Y�L 1MA 788 173.4 BB2 731.0 703 100.6 882 12fA 7G8 80.7 B92 1/1.6 76B 788 882 108A Tde 61.8 892 108.0 7M 58.7 802 108A 749 ? 7 5 661n 165.4 84T 170.0 788 1�7.8 947 140A TE8 71E.1 6N 13oA 78! 1N./ 817 117.7 T52 81.8 8�T 10&7 73B Bi.7 817 1M.i 7Z! 68.9 91I BS.1 71� 69.1 9/7 9L0 717 51.7 94T 81.0 7{7 Z �� � � gT21n 115.8 0!9 1/27 737 1132 Bf9 121.6 7T2 87.0 04A 10&8 .TOB 01.9 819 8&1 BB6 76S 849 BB.i 688 b7.8 &Y E27 W5 399 849 76.J 659 �M.5 699 725 652 �2b 840 72.{ 65t � W� � �W 76In t1b.6 782 1Y0.7 fiW 98.3 7� 102.6 852 02b 78! 80.0 660 72.2 762 80.8 6� 812 762 7{2 620 67.! 7GL. 69.2 B13 dB.7 762 62.8 602 41.7 762 b38 597 �8.1 7ffi 59.4 685 J V1� � �Z � TBIn 108.9 721 111.� Q4 89.0 72� 9{.e Gl1 76.3 7TA 8P.8 609 fiB.E M� 71./ 39B Se.� 724 06.1 691 67.1 791 83.{ 5&1 �4.6 72{ 67.3 573 3a.2 72! 61.3 687 33A� T19 53.6 b65 F J � � 7 ¢ � O BOIn 09.8 613 71b �B� 68.0 SIS 80.7 471 48.7 643 R.B �86 47.5 6{3 {7.1 C68 �fl8 5�3 �Z.B 452 31.0 61J 39.b M8 2d0 61J 3/.8 p8 2I.8 613 321 130 T1.7 5{3 30•7 I76 � � Z N � BB H 37.3 47b BB,e 127 �7.E �78 19,7 {18 10.9 �78 r32 1f2 35.E �7� �9.5 /08 31.8 {7! ]f.E 100 20.T �7E 320 3BS 23.9 {7B �.7 786 20.3 478 27.0 380 17.8 �7B 24.2 378 ' � N� �O� 108 N IO.J �71 /1.5 711 33.5 377 31.8 33.4 28.8 S7! 30A 7J0 7b.2 777 2B.B 3I5 22A JT/ Y1A J21 20.1 JT7 71.0 �17 18.0 J77 /BA 310 1�A J17 77.1 3W ' W � 7111n 37.1 J5T 77.E �3 �D.9 357 31.0 31B 28.6 357 27.8 313 732 a57 1{.4 709 20.8 357 Z2.0 703 1l.5 357 20.7 SO1 154 �37 17:� 201 � � N � 1�In 28.3 SOB 28.8 278 24.5 3J8 25.1 27� 21.0 JOB T1.7 270 18.3 306 183 287 183 306 17.3 �.3 � X Q O O IMIn 77.0 212 172 198 0.�� Z m�`^N TABLE 68 ANCHOR CAPACITY IIDJUSTMENT FORMULA: �� � ��6� MchorCn acl Tabla Ibs ANCHORCAP.,,,,W„ '� �, "'+�� SubsWte: 2.7k Corcrele 3.5k Caw. FIoOrn'CA1U F9ed CA1U Fi WooC Metat (DP)x( �=IWCHOR CAP.,,, y�b•� 7/4'SSEko'J18'Elco 1/d`SSEko i10Sfeel N12Sleel C1231ed MULLIONCAP.,,,,,,.mF Mwtrorrype: alta'ekoUluacon �14•ekoUlvacm �u��� 9ts'EkoU�aecm tra•FJcaUivazm p�oeta W�econ Apmece�a swcw(aa)Saaw(o51 "x�(a) USETHISFORMULATOOBTAINTFiE"ANCHOR AnchorCllp Patleme eepe q;�ancopn. �• 2a2^ r s-irz' a�vB' �' z-�n' i' 2-in' Z' 31lB` 2 o.4e• otw• oa24' CAPACITY REQl11RED"COftRESPOND G T Emhedmnl(W: t-3t4• . 13l4•- �•3'�' a7�a• 2 t-7/a• 7-0/4' 1-011' 1-0/4' 1-0IP 1-1lP 7 1818' t3�e• �aies ACTUALPRESSUREREQUIREMENTFORTHE z aochas�a.7V Mln.o.c.l siennere a ortset cep(Fq.i82k ��� �� 45o mo eeo roa, 7w1 lbs aio Im �so ms a51 Du 7�0�s a�4 ies 6e�ies e�a ron aa1 roa �42 im seo ms OPENING.W HEN li IS LOWER THAN TI-�MULLION � �qneiwis @ s.zs i.un,o.a�sumea�a oe�eq ap�q.aY �oo no �ro ros 5eo� �^�o�ba �ms wn sao ios wn aso ms Wa eao�be wa s�ws ea5� ti2o ro% CAPACiI"Y(FROM THE TABLE)OF THE SELECTED eMatrom�tl5'Mln.o.nlSieMard(ao�et)Cnoffq.�Y esoro.+ tnooius tun wa w� Wn veomo w� wn wa wn WA 7aa7ms moros sz�oms MULLION.ITWIU.YIELDAMPIIMUMANCHOR �AnClpfe�3'Mha.C.!(q9i5MpeWps7fflp-6). 7Boms 780@0 68UWa f6801ba i8Be6s 57a@s SBOI�s tUA 7fAlbi 74BtDs B801bs 7892Ns 882fba BB31M t120IDs CAPACIIYWHICHMAYBEUSEDi00UALIFY . en�Mre�a'huaO.a�R)�+5e�nplaG�pnl(Fb�eE tflolba n7uins tmows za4oros 2E16as eWros e4owe w� ttaoim ttzzn+ t32atbo ss3slou toesros ���bc trdoros � ADDITIONAIANCti0ROP710NSFROMTHE 4AmMre�0.45•MIn.O.C./IWW,lnlo.125'AWm.(Fq.lY WA WA WA WA tUA NfA WA N1A N1A WA NM WA WA WA 1�309s ANCHORCAP/1CITYTABLE pRWUC'I'REVISED 2 Anchas�2.25'hM O.CJ FLIIp(Fq.B) 35D @s 9501M PBO ros 705 @a 4781ba N/A 780 Ibs WA 315 tDa WA 140 IOS WA 9411M A4216a 6691bs m complyh�d wifh tiw FIMi� 4 Anaha¢�1.55'MIn O.C1 FQiP ffq.Ok 480 Wc 7001rts WA N1A NIA WA 3HD Ae N/A' WA WA NIA WA 6BZ W eA51os 112010s � 1.000' r- Aceeplanco No��b��8•�� NOTE;FOR'THE OFFSET q.IP,USE THE SAME ANC1i0R PATTERN AND ANCHOR VAIUESAS THE STANDARD CLIP Hxpimlfon Date�/fyZ� TABLE NOTES: �Y ' FIGUREI: FIGURE2: FIGURE3: FIGURE4: FIGUREH: FIGURE9: M��t � ���� 1)SEE SHEET 1 FOR INSTRUCTIONS ON U31N0 THE TABLES AND SHEET 26 FOR INFORMATION ON LDADING.Sff �\ / • • • • • s • • • � . i � � • SHEETS2-4FORGENERALINST�ILATIONMETH00.S. \�����a ,_ ,.,_.1/(��i�� 2j LINEAR INTERPOLATION BEiWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE. ��GGNS�'.,�Q � � P�' '•.ir% • • • • � � • • � • 4.000• • ,lo.5fl%05 ' - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES _ �'; � TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEfS 27-23 FIGURES SHOW /' - " FIGURE 5: FIGURE B: FIGURE 7• BUOGESiED,APPROXIMATE HOLE IOCAT10N5. �"�y'',LL'� �6 :,U� • • • • 4)SUBSTRATES:CONCRETE 3HALL CONFORM TO ACI 3D1 SPECIFICA710NS.HOLLOW ANO GROUT-FILLED %��n'• gT;l E F . �� � � � � �� � CONCRE7E BLOCK UNIi�CMU)SHALL CONFORM TO ASTM G90.WOO�SHALL BE PRESSURE-TREATED YELLOW 125" % .(�r'•.,!'CORiOP... ��. SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8003-TSAND BE A MINIMUM OF 125"IHICK.STEEL ���Sn ""�� \`���`� STUDSTOBEAMINIMUMORADE33AND.045'THICIt(18GAUGE).STRUCTURALSTEELTOBEATLEAST 725'TF6CK � �/i�`�1���11�1I4;���`' ANGLE CLJP(FIGURES 5&6)MUST BE USm IN PAIRS. ANO A36.ALL ANCHORS INTO METAL SHALL IXfEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL N10& �•X4"X.125' A,LYNN MI�.LER,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 9.3. MULLION FL P.E.#58705 r ���� � 7ABLE7A MnulanCa ac1 Tab1e IhcHt� �� o 4Pe�����ffo"'�`��IM�pg�`�mullior�s)or Oponing HeIgM(lor iwrimc�taM-SRa�^e{^`�0�) tao in tiQ�n d� ,��,' 901n 1Wtn t20in � 6Uin 7QIn � BOIn �Manwiat T�Td�. RectmGWar TfaP'ma� Ek�trtWla� 'heP��9• '�.� � �S� ncaianeutar Tra�+anp. �dn� lomm�y 6oaa�re wemng tnaaiq �+ Radm9�s 7rep(Tdan9. Rw:lan9�ler VeCmlanB ReclMB�� �5.���In9. Rec�pd�r Trv�• •tAnArg Lcadn9 L.�ed�q � 1 x b x.375 $8��°�°` s��+�o Lomm�p �w�ro woa�y to�a L� y, r a weane �as,e uem^a �, a ,a, r 'St �,� � �. � ao aum.ruoe � a a$,. � �$$..ffi �, � � tt}s � �� � ��' � �9 MWlon �4 �'� � �� � �� �„ �� � c3� � �� � �g � �� � �� � �^ � �^ ��, �� �6 �� �� �� �� �� �� �� s� �� � ��� � � � � � � �� _� �� �� �� �� �� �� � w �g �� �� �� �� �� �� �� �� �� �� �� �� �� i� �� z� �� �� � �G � � � �.��- � W o 4 421n 110.0 820 t7Q0 415 170.0 7M 170.0 470 i16.6 eE8 f70.6 508 tM.� 892 fi78.0 fit9 17�.� tt78 174.0 52i fT9,� 1� 1TOA 521 110.0 1�0s 170.0 6'Y1 TN.O 17lS 174.0 6T1 170.0 1993 /id. 82 {dln 110.0 70@ i'N.0 624 170A '6+0 ITOA 6b1 1?OA 682 t76.6 83G 570A t133 i70,a 655 t7A� t275 l7R.0 677 170.0 1417 770.0 Ba4 170.0 170D 170.0 B�0 170.0 140.1 570.0 880 161.6 1M2 t70.0 6 � O � � � 50.8261n 170.0 7/T i70A E83 1TU.0� � 4 OA �t fl0.8 itf! t DO 76t !AO !2$75 170.0 � 1I A 14J1 fTD.O N7 170.0 1591 170.0 OSb 1648 1)iR IlUA � fT1.1 179Y 1 8.0 861 120A /789 I70.4 �i J 6+t ln 1 7 0.0 7 9 7 1 7 0.0 6 1 2 1 7 0, , m g0ln 170.0 BBS 170.0 701 170,0 f083 t10.0 787 ifi9 12R0 l76.6 876 170.0 4it7 1 7 Q 0 8 1 4 4 T f l.0 1 5 9 4 1 7 0 D O R b 155.5 1618 170.0 tO3J 129.8 1918 770.0 t0� N1.0 1810 fT8.8 t0&3 972 t819 t7�.0 � W 2 $ � � &110 170.0 970 170A if5 570.6 1116 i 0�8 �3 57UD 1361 1T0.4 8002 1'�.5 4T2 1700 iQ004 142.6 14T2 76LA 1�0 1265 1472 16lB 7130 1071 14'R 11T0 iS08 9IOE t�T2 1456 ttM �BD.S 1 4 52 H�bA ttd Q � Z }yyp 112b t6f3 86.0 132� tt26 1412 551n 7 7 0.0 8 7� 7 7 0A 1 6 9 t 7 C.0 i t 6 B f 0 5.6 1Il0 1lA.E 1018 09.0 1310 if7.0 1�4 'R>.� � J (A � � NQ! 1320 132{I 14'J.9 l082 1 1 T.3 t Y A 1 7 7.9 t 0 6 s g{.S tt84 93.1 8 2 7 d e.t 5 5 8 4 �.3 Q J � Ttln 176.0 1063 7To.0 Wb Si4U 1Z75 t70A tOP3 tt�A l32D 1652 y 69.8 1184 107.5 B62 7�.8 11Bi g7.�b �+' � --� Q � � � 7filn fi0.0 i122 170.0 877 t{H.e IiSi i59.� t�t3 t2C2 518� 43➢.9 994 N2A 1164 126J 978 89.7 118! 16.3 9�1 � Z � us era as.s au sao sse �,e eA4 Era � v�i m� g`�S � 7Eln iGs.t tt2� 17b.0 9B'7 t35.E ti21 Sd7.Q � it8b 1124 1�.8 847 108.8 117A 115.8 Rit B23 112� 105.9 p18 0�.0 11s4 08.5 B06 &9.2 1f2i 89.0 6Q� '�`� 17� �� 6� Z 8 'T� �.6 66{ 90b 1 U 6.5 e i t i 5 5 S 7 6 0 BO.t 64i 61.1 T!8 77.2 8M 82.1 7t4 67.8 &1 79.3 712 60.1 BN 6&S 703 61.0 &1 81.1 B9D 15.9 btt � 68Sn 88.1 7iZ 81.5 6b3 tf.2 T4z 7T3 6:2 N.5 742 87.2 611 b3.T 712 69.0 B.t 1 I B 5 7�2 6/.1 6�2 44.6 7i2 i8.� 614 37.1 742 i3.6 bOD V X d � � 5681n G2.8 586 85.9 530 62.1 � 49.5 495 H.2 555 ,�2.9 AB7 36.0 655 b0.0 10U 3.0 � u.2 �7J 280 i55 3ia d41 Zi.O 5i5 27.t i57 20B 555 24.� 448 1d0 535 22.4 M2 5N51 ST.B 656 d&& iQ3 i8.0 555 a 'r � �/J VI tZ�tn 45A S7'� ab.4 47� 3&� 47b �?A 428 3Z8 175 3f7 4� 29.5 175 49.8 �t4 46.3 475 T6.8 � �8 iT� �.3 � i8A 41fi 21.1 3fl5 48.� �15 i6.7 �E7 7{.3 A7fi 17.1 3E1 �. � ��� ANGHOR GAPACITY ADJUSTMENT EOAMULA: � � o,'�� tti4n 2�.1 33fl Z5.? 3U5 22.0 3aQ 22A 701 1&e �90 f&7 Y87 16.6 SJD 17.0 20� ANGHORCRR.,,,,,,�. DP� x ___-_�--�'-• ANGHOR CAP.«, TABLE7B {lnehwCe acl TabM be H���� p��� pTWooe Mele� t � �MULLIONCAP•„r,,...�,.. �i�e 27K�ororete 3.5k(�7. �/0'sseko�tcEiea tn'ssEko atOSi¢N �tZs[e� ��Sy� �E7HISFqRMULATQOBTAINTHE°ANCHdR sne�Eko y58.E��arr 174'Eko Utrocas A�� Unmcon AymaGs+cr Samv{Gst screw{s53 �'�"'��' CqpACI1Y R£QUIRED'CORRESPONDINC�70 AP1 panvrypc 311PEkoUllmca� V4•Ebnuihecm Ulracan Zi� � 2,y�, 2, �l�. Y o.dg^ 0.5�• 03ZT A�y�PRFSSUREREQUIREMENTFQRTNE � AocborG9pPsttema z-t2' ��t�' �^ ���' ��' �� ����l�z �• �t�. t• OPBJING.WHEN IT IS LOWER THAN THE MULLI EmbeOmtlii Im iar+� s-arr s-aw' s-x�' r sara- �-vr �.��• t•174• f.���• �•1f4• r CAPACITY(FROM THE TABtE}OF THE SELfiC7EA �''`�b' ���� N,t7Lt�4N.iT Wt�t YtEi.D A MiNIb1UM ANCHaR zruwnme@c�sMu+.o.aisea,aaa«onsetcuy�q.�azz s�o� aoouxi 4wu,. eaoi� +aa+e�s zmros zeoiu, �sams �eoaa 3rw'°° wn �Wn ��+� n�`� �b' �qpAGiTYWHIGHMAYBEU5EDTOQUAUPY 4A��+s��-�3'Mho.C./s�sr�aaQSaOEnellCliP(Fq.3}: .700b 7°°ro' �� ���o�b8 B�� w�` �� �a �� wA �'� �A �� ADDITIONALANCHOROPTiONSFROMTHE Bp�p��L75•M1n.O.C./SNMa�d(arQHsaqCWIF4.�y �'� t400t6s �A w� wA �A �� �A �A J.�JCHORCAPACttYT.ABLE. PRppUMRSViSEsD wp NIA t�� nseemspiymg v{ihdmFlCeidt 11707he i1701D� 1020ibs 7.H��s ?�91be B10As MOIM WA �ti�lbs ti?21bs 1320� 283&1Ds ttl�� 13271Ds 1BBQ�Ds �Anc�nts�TM19nO.C.1R)2c5NqiaCSNjiFq.S}: tiA� 7801As e001Da 1580l6s 789bRn 57010.s 56DIb9 WA 760qp 7de164 BEO�W 1092�bf 86216� SBSIW BA�+aM«�3��OA.fRl2c5AM1eCliM�4Fl0.e} �� �A Ntp N+A NtA �A dD10s WA 3i11bs d4Zibe 550Sbs AulldineCnde ` 4Arr1wm�0./5'Mv�.O.C./UQiO.�lo�1T5'MrtA.IFl0•71: IUA WA wA w� wA �p �2SOs 885tDs 1720tl� � 1.OBY � � 5.000" r Ac«pimceNo1�D"07i��'.�� 2Mchas�Y.ZSMin.O.C7FCIipt�6�gi: 350M 35CNs �6s 7a5ms 4781bs NfA 2801bs WA 91514s WA ��.! 4Aaehds�t.t5'Mtr�.Q.ClF27WiFq-9!" 480Ws 7DOPoa IUA WA tUA WA 90u1W Wa WA WA _ p�' Uate NOTE:FOR 7HE QFFSE7 CLIP,USE TWE SAME ANCHOR PATfERN AND ANCH4R VALUES AS THE STANDARO Cl1P ��ji�'pudo►roducl �- TABlE N07ES ti����t�'� PIGURE 8: FIGURE 6: ����SHEET 7 FOR INS7RUC710NS ON USING TNE TABLES AND SHEET 28 FdR SNFORMATtOt3 \1�ti ��yYNU t�Jj����i� FIGURE 1: FIGURE 2: FIGURE 3: FiGURE 4: * ON LOADING.SEE SHEETS 2-4 FOR GENERAt WSTAtLATtON METMpQg. ���j+�.�4`�FSdS��''F�" ��� � • • • � � • • � � � 2���NEAR�NTEFypOLpTIONBEfWEENMUI.LLENGTHSANDlDROPENINGWIDTHSiSAtL6WAeLE ti q: '•, +t ` A.GOQ, _ � Na.5U7Q5 ^. • �, � • • � � • � • � HEETS 21-23 HOLESTO BE DRISLED IN TkIH F1ELD OL OWING DIMENS ONA RESTRICT(ON3 A.O(YD' _ „;� .'.�`M SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED�tri'pR�x�MATE H4tE l4CATiONS. !� , FIGURE7: :'j� ' �f,D.O� . `j`� Fi�URE5: FlGURE E A}SUBSTRATES:GONCRESB SHA41�CQNFORM TO AC1301 SPECIFICA710NS.HOLLOW AND �t�� r�,�����` ��C� � � � � � GROUT-FILIED CONGRETE BLQCK UNIT(CMU�SHALL C6NfOflM TO PSTM 4�Q•t�OD StiAtt.BE a75. �7g /i/,S`�n..' . �`\`` PRESSURE-TREATEDYELI.OWS6UTFiERNPiwEWiTHA�SGOF0.55.A�UMINUMSHAiL9E // �!{j'��',�' 1`` � � * • fi06&Tb M"D SE A MiNiMUM Of 725°THIGK STEEL 57UDS TO 9E A MINIMUM GRADE 33 M1D.OAY �.x q•X.375'� r i � • THICK(78 GAUGE6 STRUCTURAL STEEL 70 BE AT LEA8T.125'TN�CH AND A36.AU.ANCNORS �.X4"X.375"� A.L{'F�1N MIL.L�F�.P.E. � � R•-MUtLION MUIttON Fl.P.E#58705 � INTOMETAL3HALLEXTENDATLEASL 1&SS£S OR4 OSSBEYOHO7NEMATERIAi.#70&N12 ANGIE CtiP{Ft�URES S&fij MUST 0E U&ED 1N PAIRS. p,{.7CFiORS SNT6 WQOD MA.Y BE ST � TABLEBA ���� � MulllonCnpecl Tabk Ib�flf� Openl�gWldfn(WrverScaly-spemirgm�ore)orOpeningHalght(forhoAmMelty-sPemirvJm�l�ons) �'�� a Spy� gpb 701n OOIn �M t001n 1201n 1101n �so b � o 1.Z6'X R ctang�Cer Ve�UfAenO. Rectanp�lu 71eP�T��9. Recten9��r Trep!(6M& Rectugul� TteWT�la�B. RectenP�tnr 7mplMa�g. Reelangula h�p/Tdeng. Recte�Wer 7Fee�deM. Recte�9�x vepllllen4 Rectmguiai Tm{YfAaq. �1'�� u LoaAny WadnB LoaSn6 lcadnp Lwdhp Loa6n8 Inedng LnednO Loa�n9 LoaQInB Lwen9 Loa0n9 LvadnB Loe6^D Lnadnp WeAng lma�D �a�fl � 3.188"X .286"Alum '� �g � �`"' •gg �"" � c N TubeMult � �� � �� � �` � �v� � ��' d �B � �� � �� d �� (i 8� 8 �� � �� � �� � ��`, � ��" c�1 �� �� �� � ^ Vi ��rcm W �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� g� �� �� �� �� �� �� �� 5� �� �� �� �� �� �� �� �� �� z� �� o � 421n 170.0 Cl� 1T�.0 A36 170.0 7�1 170D 47E iTOA 868 170.0 808 170.0 992 17Q0 51B 170A 1118 17D.0 521 1T0.0 iTAO 170.0 52l 170.0 f18E 170.0 621 170.0 1735 170A 621 151.8 1769 1T0.0 SZ1 J W IEIn 170.0 7Ub 170.0 324 1T0.0 BSG 170.0 584 770.0 882 170.0 6�0 170.0 1173 1760 BB1� 170.0 1275 /70.0 677 170.0 1�17 770.0 BBO 1b�.B 15�D 170.0 BBO 132.7 1618 170.0 6fl0 118.1 1518 17Q0 BBO � �m � Sa.C15in 1700 70 170.0 661 770.0 eeB Al1A 831 170.0 1018 T70.0 684 170.0 1185 1T0.0 727 170.0 1315 170.D 7;7 iB7.0 7108 17Q0 768 13a2 1488 170.0 758 ii9.3 1�68 170.0 T6B 1dA 1{6E fl0.0 760 W M� O 611n 170.0 7W 170.0 612 f70A 858 17�.0 691 170.0 1118 170.0 7b/ 170.0 iZ15 110.0 803 163.1 1378 170A ea7 1i8.B 1318 170.0 85B 1?].7 1376 170.0 881 161.B 1378 770.0 B61 81.7 fITB 170.0 801 C� (n 6qin IT0.0 eB5 170.0 701 170.0 1003 170.0 7B7 16E.D 1100 17D.0 BIB 137.0 1158 1aT.4 � �bfi 115B 168.8 81B 111.2 1158 150•0 872 92.7 1150 14S.B 805 70.4 116D 1M.e � �.5 1150 1U.8 905 � W � � efin 170.0 B70 170.0 7/5 180.1 1�51 170.o tl50 f3T.2 1051 155.8 B02 12o.t 1051 U20 We 706.7 f051 137.3 B37 Be.l IDSf 115.7 E30 80.1 tU51 118.3 1B2 80.6 iQ51 118.1 821 80.0 105f 118.1 Ctf 7 N � � � BBIn 161.f 057 170.0 788 139.3 957 161.8 BOS 118.4 BS7 134.0 7W 10{.4 857 121.6 P7 82.7 857 112.0 767 89.8 957 108.6 7fiB 88.8 B57 f00.0 760 69.7 B57 BBA 718 622 9S7 BD.e 746 Z J g �`� c T2in 14D.7 B01 1353 880 f0T.3 ea 1162 661 91.8 804 f01.3 BTf 84{ 80� 81A �0 71.5 861 &.1 650 W.4 E04 7E.E BIJ b�.0 804 72.7 eJ7 46.0 !W 89-8 b79 �0.2 E6{ 69.6 E� � g� � jZ '� 78N 109.� 7L2 71{.4 WO 013. 7� 9/.2 810 701 712 85.3 600 6BA 722 78.7 596 B09 7T2 7D.5 `.� br.7 7t2 85.6 SED 45,8 771 58b 6M �9.1 T1Y 36.7 6bL 31.2 772 58.2 58l � � '°�� f78N 101.2 605 105b 800 E!A 8E4 BB.B 6oB 7ZJ 6B5 78.5 6TI 87A � 70.6 68B 682 685 ef.6 660 60.6 BB7 BU.1 665 !22 BB4 61.3 643 �2 Bb5 81.4 677 �1.8 BBS 60.7 67B Z N Q N � BON 65,9 616 BB.O 167 69.8 5/5 6/.S 1{8 17.1 61S 50.1 411 41.7 515 M.7 13� �fib 515 4D.8 Y2E 17.0 515 37.4 �72 27.6 616 7J.1 413 D.5 51S 30.5 107 20.fi 516 2&1 961 Q X Z � 88U1 61.J �53 95.8 �W �S3 15] �7.1 591 0&8 �53 {1.0 3Y1 7�.0 �53 J8.4 3B5 302 f53 3J.D 378 27.2 �57 JO.� J74 12B 4EJ 28.8 76B 19.4 �b� 21.7 ]60 1T.0 4W ?].9 756 � N �� �$'O� tOHN ]B.1 35E J8.0 721 71.8 160 32.6 319 a.2 SSB 2E.4 �13 27.0 35B 232 SOS II12 75E ?].7 3W 19.1 �59 YD.e J00 16.8 J`�8 10.0 2BJ � c'7 171 k� 3S1 73! 35.0 708 28.3 378 3D.1 ]01 25.1 338 28.1 2H! �.0 378 ZJ.2 263 18.5 33E 20.9 289 17.8 37B 18.1 265 � x � y � � � 120In 27.0 2BG 28.3 261 23.2 280 27.8 460 tOS 7Go 20S 26 17.f 2B0 I82 253 15A 29D 18.4 24Y C) N Q 1�44� 18.1 �1 1H.3 tEe a�! Z a m O s�.o TABLE 88 ANCHOR CAPACITY ADJl1STMENT FORMIJLA; �� .� ���� AnchorCe ecl Ta61e 16a ANCHOftCAP.,p,,.,, � � sumua�e z�xcoR�ae a5�ccmc. nmm,onu r�eacMu vTwaoa u�� (DP)X( )=ANCHORCAP.,,. y��.��o w•66Eko S�Ifi Eka vrsseirn �tostm �12s�ed atzsteei MULLION CAP.,,„.,.� pnctmrtype �'�GEkounracm IM•Ekouuxm �M�� y��'a�a�$� 114•EtoUprocon ��y�a uhracm A�`o0da 9cmv(G6)ecm*(o� scrw@� USETHISFORMULAT008TAINTHE'ANCHOR MdtorCllp Peltem� Eaqaqnarcepn) r 2-vz r 2-vz 3�� r 2-vr r z-vz 2 ava r o.ae• oar a�e CAPACITYREQUIRED'CORRE3PONOINOTO Embeonaa n �ar4• ts'm �ai4' tac Y t•v4• �•v4' t•tla' t-vr t-tu• t•v4' 2 7�B' 1Sle' vaies ACTLIAL PRES6URE REQUIREMENT FOR THE 2 anenors�478 nnn o.c.�sumam a o�et eµ��ng.it sm ro� 9m Ra eso es eoo a �eu m% �m' �� �� 7<o re 374�s eba im �6 a 3at ios a4z ea sso ms OPENING,W HEN IT IS LOW ER THAN THE MULLION n �Arclws Q 1.15 Mln O.C.!StabaN(n tl6e1)Cop(Flg 7F a9U me �m m wn IUA NU rlrn 38Da Nrq wn tuA Wa tuA 6e2 ms ees�n t��o ms CAPAGTY(FROM THE TABLE)OF THE SE ECT 4Arclnrs�9'MIn.D.C./(2J215A1gbCMy51(F147Y ��s ��� �� ��� t�� �b' �� NIA 'rsoim �4eus eeum+ �a�es 6e2ws aeoms n�roa MULLION.ITWILLYIELDAMINIMUMANCHOR OARtID14�0.65'MN.O.C,/UCllp,InI0.12P Nwl1.(F�p.dJ NlA WA N/A WA NIA NIA WA N!A WA IUA WA WA NfA WA 113D ms CAPACITY WHICH MAY BE U5�TO QUALIFY � �ArcronfCaplFl45F �ffi� ��� �� r45ioe ea�s tasws troios inms s�alo� 7eim� a�2im as�s t7oros a2tms �o[� ADDITIONAI.ANCHOROPTIONSFROM'f}iE 2Anctlas�4.1BMIh0.C/FL [FlA6Y �� �� WA WA N!A x!A 180W N/A WA N/A ILA WA 3l1W9 4Kt�t 660�s MICHORCAPACITYTABLE. pRDOL1CTRkiV1SED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATf ERN AND ANCHOR VALUES AS THE STANDARD CLIP. m cmnplying rvi�6 tho Flui� uuildingCade�6"OZI$.0.3 F--7.250'--I Acceplenw No FKiURE 1: FIGURE 2: TABLE NOiES: ������� t��' � � � • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLE3 AND SHEET 26 FOR INFORMATION �y • • Minmi a Hoduct ON LOADINO.SEE SHEETS 2-4 FOR GENERAL INSTALlATION METHODS. �i�1 I I(�� 2)LINEAR INTERPOLA'f10N BEf WEEN MULL LENGTHS AN�IOR OPENING WIDTHS IS ALLOWABLE. \����n����;YNN�'1/((���i�i FIGURE3: 3.188" `:`y�,•'�\�ENSF '•;`�p : ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXNCT DIMBJSIONS,SEE SHEET521-23.HOLES TO BE DRILLED IN THE FIELD FOILOWING DIMENSIONAL RESTRICTIOTJS '��: CIIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ Dlo.h87G� ; � � � � BE USED 265" = , � _ IN PAIRS. q)SUBSTRATES:CONCREiE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND � �T�I�'/�p� / ��- OROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL . :-�1 ' �.,�,!,�D �P ' ���` � FIGURE 4: FlGURE 5: FIGURE 6: BE PRESSURE-TREATED YEILOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM 6HPLL BE � '�C,?�' „"'`�� � -��� � • fi063T5ANOBEAMINIMUM aF 125THICkS7EELSTUDSTOBEAMINIMUM�RADE33AND �25'X3.180'XZBS'MULIJON %,��'••F�OFtD�.•'�j��: • • .045'THICK�IBGAUGE).STRUCTURALSTEELTOBEATLEAST.125'THICKANDA36.ALL (�.�/q^yFMIR,LION) ��'i�'��ONAI�����\ � ANCHORS IIJTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYON�THE MATERWL i �` • if10&N12 ANCHORS INTO WOOD MAY BE STEEL,78-8 SS.OR 41D S.S. A.L�YNf4 fiJJLL��t,P.E. FL P.E.k 587D5 • TABLE 9A A S�p�� � Mu111onCapaoltyTabla Ibelit� � ��i� �€ OpanlnOW�dth(krveNoaly-speru�ngm�omJorO enl�Haipht(forhakonleoy�epamingm�6o'w) ���� Q 5pu� 601n 701n BDIn 80N 1001i 120b 1LOin 1fi061 � O 7.28%J.2fi �I�abr TmplXmiy RoelrnpWr TreplT�4np. Raet�guUr TaplTHnp- Mcla�der TrepThop. itat1anyW TnpRMso Rectnwmr R�p'T�I�4 Fbele�qukr Tnp7A�p. RaW�pWer TqpRA�. Racbn�da T.pT��p. d� � Wndhq Loadro londw LoeEinfl Loea�q Laa6n0 loa6nd loeahB Loaan9 lwdn9 W�0 ��0 loeWq LoeBrg Lo�On9 Lon�p Laaan➢ �oa�B �Y�� V X.100 Alum.Tubo � �^ � �^ � �^ � �^ � �^ � �^ � �^ � �^ � �^ � �` � �` � �^ � �^ � �^ � � � �^ � �^ � �^ �i fla,mon � � � � � �. � � a B B � � � g �. � � N �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � ��am W �G � =e �� �� � � �2M 1T0.0 BIO I70.0 �35 170.0 T�� iTO.D �ie 17U.0 B68 1700 508 770.D 992 17Q0 i1B 370.0 7118 1740 671 15D.J 1NE 1T0.0 527 127.7 t178 ITD.O 621 109.5 1118 170.0 521 BSB 4118 170.0 521 � W /8N 170.0 70E 170.0 63� 170.0 B50 170.0 68� tB7.8 9T8 170.0 630 1�67 878 1TQ0 B61 17D.1 B18 17Q0 d7/ 117.] WB tt0.0 B60 87b 87E 170.0 680 K7B W8 170.0 B90 733 B78 1740 88G � � 5Q676tri 710.0 717 110.0 587 170.v t89 170D BN 750.7 09 170.0 864 f31.9 BR7 iB8.6 70A 117.2 921 i5B.1 6� 1�3.b 82i 16B.J 698 B7.B B27 Ib0.9 �5 TS.a o2T 1S6J Bo5 65.o BP7 ISB.7 885 = tr � �m � 6E In 170.0 IBl 170D 812 161.3 B6B 170.0 6B1 i3T.b BW 167.8 0&7 t16,D 8EB 1<1.B 689 103A 869 1J/0 660 92.T 869 IYG.B 651 77.J Bfi9 12&B 652 68.7 669 77D.B 052 67.9 009 72B.E 661 �jJ p� � 60N 1�3.Y 7�B 1636 63< 11i.d 748 1�7.3 620 1d1.7 748 117.8 fi06 BB,S 7�B tO7.B 699 78.8 74B 701.0 694 718 740 BB.B 687 69.7 TdB 87.9 68] 512 TCB 93A S&1 a�.e 7L8 B].7 W9 m '^ � � F 63 N iTJ.7 B7i 171A 67B 1011 en 1111 Sfi8 bb-� BTI 100.� 653 71.] B7T 91.4 610 88.7 B77 86.4 63B B19 B77 81.0 63� 67.8 9)7 71.0 52B b0.2 B7! 76.1 579 JB.7 6T7 iB.7 529 F W J C 66 N 107.8 61) 111.7 63D 89.7 B17 975 579 IB_B B17 89.7 3QB 67.7 817 TE.S 600 �9 877 77.0 49� 63b 0f7 68.7 �M U.B 617 BO.I !8] 38.4 817 l7.T �ex a�.e B17 837 �Bt � �d m � � )2N 82Y 51B 87.1. 760 00.1 610 7�2 dd0 SB2 61B 852 /32 61.8 61B 68.8 175 �8.7 518 6A.7 �10 41.4 61B 50.T 111 34.5 61B 1B.B ADB 28.9 St0 �450 d05 T6.8 518 �5.0 COS z �� � �Z � 7Bh T03 �65 7A7 �08 SB.7 �85 626 39B W.9 IAS 6CB 1B0 �I.I �65 �9.� 38l 792 165 <S.S 37! 752 l85 4P.Y 7T4 2DA {65 38.J 38) R5.2 165 'a8S JB4 71.0 �85 ]82 383 ? 70H 85.7 4/1 6E.0 ]B7 51.9 4/1 57.7 370 �B.B AIt 60.B J71 408 �!1 �5.4 3B8 362 441 <I.e 380 J2B �91 36.7 33B 27.2 401 71.9 310 7J.3 �If 83.1 74B R0.1 4/1 J27 L5 J B�N �2.4 1R �7.8 7B5 77.� �72 �7A YD9 70.] 373 f27 7B4 28.5 3i1 1Bb 7E0 7!8 J3! 28.7 278 21.2 ]32 ?A.1 2T2 11.7 J7t tl.] 480 16.4 932 19.8 782 11� 372 10J 780 ¢ 0 r !�.- O Q � 0 BB n 3l.0 291 �5.8 200 28.1 4Dt 303 2L8 Y5.0 7D1 2&� 25Y 21.D �1 T7.6 248 19A 981 21.7 2�� 17.6 2B1 1B3 211 1lB 2B1 17.1 TS7 17.6 2B1 I5.0 232 � 7001n ?A9 770 26.1 70E Y0.5 7J0 21.1 R06 17.6 T]0 161 207 i5A 'Lf0 18.1 tOB 1111n 428 218 R3.1 1B7 1&B 710 10A 1B1 16.2 21B ifl8 187 U.1 R1E tl.e 100 � N�Z�O� 720fn 17.0 /!7 1flP 770 fe.B 1B7 15.3 1Q � m �' x �f i � � v N ¢ O O z °" � �O�O TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMUTA: z�� �mR' AnchorCepaetryTahle Ihs � -� � ANCHOR CAP.,,e,,,,,�` � � � � 8uD512ia 2Tk Cantrote' 7.Sk Wc. HoBow CMU F�7kd GRl PT Wood Meltl (pp e)X� 1=/VNCHOR CAP.,,, L1B'Elw 1!f"SS Eko 5116 Eko 1/4'SS Ero Ii70 SIeW Y12 Sleel Y12 Steel MULLfON CAP.,,„,,,,,,� Mchorryoe: ane'Ekouureaon Vd•EkouWecm ���� 3ne'EkoUltmwn 1I4'EIcoUlieton a���� Uwocrn App�ecelm safe.r(G�serew(cs] suew(G5� USETHISFORMULATOOBTAINTHE'ANCtiOR Anchoi Cllp Pattema EepeDmmrce pn} 1` 2-vz' r 2-v2' sire• r 2-vY r 2-77r x' atre• Y a.�e• 0.5a' 0.3sI• CAPACIN REQUIRED'CORRESPONDING TOAN em6eNne+apn 1�3'a• 7a�4' f-7+a' 7al1' Y 1•t/a• 1-114• 1•11d• 1•1!P 1-11<' 1-714' 7 lare• taro' wdes ACTUALPRESSUREREQUIREMENTFORTHE tA�cln�s�4.75'lNn.O.C./9lendeNaOAselqlplFm•1} 7o0ms �ao�bs <50�m Ds 161�ros 2Nws xaoros a5libs 7401ta 974�w seama Me�ho ae7tes 4lziee 5s0ibs OPENING,WHENITISLOWERTHANTHEMULLION 4 Analwm�1.15 Mh.O.C.!Sland3M(or01lsen tl�i(Fb.24 �EO ma 700 les Wn WA n�A WA �so ma wA NU WA wn WA 8821hs B85�Es t720 ms CAPACITY(FROM THE TABLE)OF THE SELECT� apnchaa��'MhO.Q!(lj2cOMp�eqlps/�Fp.3E �eom 7eoro� seows. +ccoms +eseros saros smw% wn �eotcs 7�ei� eeows iesxro� aazms easim nxuroe MULLION.ITWILLYIELDAMINIMl1M/WCHOR JAnctwrs@0.50'MN.00./U1,11y,Inb.700'ANm.�Ffp.4} WA WA WA WA N!A WA N/A N/A NfA N/A WA WA WA WA BSOOs CAPACITYWHICHMAYBEUSmTOQUALIFY 7archorip-db�Flp.SY..iesms �esIDs zxsBs wswa ea2im ��sros �,w� �n�w 3To�es teiros a3z�e. n�ibs t7oles 22�ios zeomv AD�ITIONALANCHOROPTIONSFROMTHE 2AnUwreQl.15'tAn.O.C/FGy(Fp.B): 240m.i 350tDs H1A WA NIA WA 1BOIbs WA NIA N!A WA WA 3lfihe 4/2im 5b01W ANCHORCAPACITYTABLE. pRWUCfREVISEp m rnmplying wilh Iha ClOtid� Suild'uigCodc�.�18.0� FIGUREI: FIGURE2 �Z�. Acce�xaocelVo �O?1 TABLE NOTES: Expiisiion Dale � • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES M1D SHEET 25 FOR INFORMATION BY � � ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEfHODS. '�� ��«� Iil1 FIGURE3: 2)LINEARINTERPOLATIONBETWEENMULLLENGTHSANDIOROPENINGWIDTHSISALIAWABLE. \�;O�y�Y�N/�����; , 3)MULLION AND MULLION CLIPS SHONRJ ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3259' �, ���GNSE'� t �r'� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS -� ��• CLIP MUBT .'.�r'• � � � � BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESiED,APPROXIMA7E HOLE LOCATIONS. ' �r'. No.5fl795 ' IN PAIRS. q)SUBSTRATES:CONCRE7E SHALL CONFORM TO ACI 301 SPECIFICATIONS.FI�LLOW ANO = �r, .mo- �� ' r,�� GROUT-FILLED CONCREfE BLOCK UNIT(CMU)SHALL CANFURM TO ASTM G9D.WOOD SHHLL �•1� �''� g W 'LCf` FIGURE 4: FIGURE 5: FIGURE 8: BE PRE5SURE-TREATED YELLOW SOUTHERN PINE WITH AtJ 9G OF 0.55.ALUMINUM SHALL BE �'�'' , t S i 'U�� 5'AL�� � � 6083-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND � �:U,(. ., pL,�R,flP,•' �;�:;.� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LFAST.125'THICK AND A36.ALL �,yq�X 925'X.too' �%�iS " �� `��' � � � � ANCHORS INTO METAL SHALL EXTENO AT LEAST 3 SCREW iHREADS BEYOND THE MATERI/�L. MULLION ��;;��UN%l� `'�``� #10 8 Al2 ANCHORS INTO WOOD MAY BE S7EEL,1&B S.S.OR410 S.S. p.LYNW MILLp�2,P.E. • � FL P.EJk58705 • TAB�E 10A �,�e�+ � Munlon Cep�ciryTe6te pb�Rl�) A�,� � Op�nlnbWldth{bf�e�iCa9yspemtngmuAiore)o�OpeninpHelgM(forhotimfla9y�Spanriciprtu/6w�s) ��jsy+ ,� bila fdfa 70N 60N 905o tUau� 114E+ 140h 160in '�6S y-y f.jaA��e RectadNe hyYGiv}. Rectangider 4/p/fria�g. pedmputn Tropll'riarq. RxAwgitar iropfful.Op. R6ifulg�daf Tihyftd6M1g. RfNKyttdf Ttadiifafg. ReUm9�d+t inp7[risny. R�etangcTar Trsafnmg. petWpJaz 7r8p'f+isiig. �q� x.BaA �aa�p I.aedig toc6na waene tmd�g tasdne tat�g eaa8nq ea,sne Gaad�B �aad'na ltrdhy luidn9 Les7mc toMmy lo.3rg lwina �oN�na �x � aMucir,ee � �' � •§' �'., s = 6 §'_ � y... � �., s �'; � s,.. u �E,. ; �.-. � � •� '" �_ g :, fii � = �s s � � $ ��. � ��. S r$�. � e� � ��. �� � $� � e� . �� � s�. s e�. 's $� a �t � e� � a�P '� �`c� � a$ � �s a � �� U v� y �$ � �� � �'�' ae o u� u ge S oF u u� g us o �9 u oe o u�, e �•� � �� ��.�z "e ��'��] x�, � ��a � � �� � �e'� � �a � s� � sa� � � G 3'; ��' � ��' �a �� � � � � � %a� � �a v� � . a �a �� ,�� �� �a �� �a ��. �� �� �� �� �a �� xa �� �a �� �� �� �� �e �� ��. �a �� �� �a �a� �� �a �a �a �� �a � 121n 171.D 6YD 170.0 435 1T0.0 i�A 5i0.G iiY 178A �fl tla.G ins 1760 442 570,0 Sl9 77Q� ttli 1T0.0 521 170.0 1210 170.0 6]1 170.0 NEs 170A 331 1T6.0 II3$ tT86 621 RQ.b f463 1i0.Q 521 �Bln 770.0 TOB iTGA RA StD.a &'0 170.6 5!4 }7p.q gp2 17II.0 670 ti0.0 1133 470.G 661 tY0.o 1775 1T0.� 677 170.0 f117 170.0 6f0 170.0 1/06 00a 680 IBl.i t979 t7d4 639 !{S.fi 19N 170A 6tD � � b0.d2fn 170.0 7t7 iro.o 563 f73.P $5b 77&0 b31 }TD.0 l4i6 774A W4 770,0 ft9f f7R.D T� fi00 13/$ 770,0 717 1T0.0 f�9! 770A 7bb f740 1793 1J0.4 755 tS=S 18tT STQO 756 133.5 18Tt YTOA T6b r� a� N SiM tTb.i 7A7 QG.6 6Yi t7DA 956 17�.4 fi4f 1'7d.6 1N5 170,0 tdl T70.0 i716 770.0 90� 1I0.0 ta34 1T0,o B�1 A0.0 i59i /7ob 836 i58.< iTd4 176.0 831 t34.t f754 1i4A 86t 11L� 7769 714.0 6B7 W q Q � � SGtn �10A SS5 170.a 7U5 1M.4 l063 170.a 781 170A 12l� 710.0 6TB 170.0 7�1T 110.0 914 161.1 1511 tio.0 996 H5.0 1511 1T8A 1637 126.� Kt{ 570.0 1063 SOIi 16N f@6 1063 90.6 1517 110,0 16fi3 � � U y C� Win 470A 93Q 770.0 746 ST9.4 tltb 17GA e60 170A ta07 170.Q P40 /56.6 1770 fIOA 1015 7�42 1770 1T6.0 tOT6 8t5.3 t370 16dA 19@i iM.t }3iQ t45.9 i172 b7.5 1710 t6i3 f01D 78� 1310 155,7 i070 � ti} _ � S6M i7AD 971 tIC.4 789 170.0 7168 170.0 !0) 1358 /218 l70.0 tOD7 1782 17AB 168.6 f013 14ti f7/6 tk7.t f008 tDe.4 7278 t39.0 �9 9q,8 Lt48 7}D,4 9TE I7.9 /?A8 L29.0 976 6E.1 12�8 119.0 976 � �z �. � 71ia 1�.8 14l9 1N.0 Q10 1799 1619 150.1 Q9T 179.9 16f9 13tt ETS Tat.9 iW8 it3-1 9W !J1 idi8 ta4l 6S8 �i.8 tD#9 Ytr2J 838 69,9 19{4 41J 82S 59.9 IW9 911 B20 62.4 fOd9 91.1 P20 .�c --�g � �� g 76iu 112.7 s/1 118.1 YY1 1189 411 1�6.8 eW 161.9 $41 11f.Y 77l W2 987 1W.9 T77 79.3 4Si 44.7 1� t5.a 445 e5S 767 585 941 77�6 7N 61.0 9f1 i1.0 T!l 11.6 9it TA.3 136. � �� � Z � 781n 1Yl.0 '89d f71.6 �3 1t0A B9d ttt.9 i67 91� 991 1021 i33 E25 691 91.4 7t6 73.3 491 Bi.t 73P 66.R 841 T8.3 R1 65.0 B?1 70.7 707 .P.1 Ef� 67.0 101 �1.1 �6 6G.1 89i Q �. � � � r 40In &5.! 611 80.7 5� 71.8 6Tf T44 585 6U 6T1 66.5 676 617 67t 56.2 55fi {7_7 471 51.4 559 41Q 671 48b .551 75.! el1 17.1 6]9 30.7 611 �47 53f 26.4 6tt 3�,9 526 z � Q,� h O ABIn 70.Q 590 M.B 527 69.0 590 61A S�E fG,B 590 i3.; 3Q9� tt3 S96 {F.S 542 �93 f9D �L3.4 d91 35.d d9D 79.6 A88 29.5 640 .Tr.7 I77 ZS.� b4b 35.6 A69 TGt d9a 79.g 16t F x_� 47 O tOBln 44.7 466 50.6 a2t 4fA -088 dZ8 did 3ib 466 3J.5 A08 3i.t {58 82.4 442 275 166 29.7 396 21,9 AiLG T7.1 391 20.T, (68 T7.3 7Rt i/.8 (d6 it.i 373 t3,5 � 18.6 370 . �j N�( g0$" 1111e /5.e ddt 46.7 i00 382 411 393 993 32T 461 3F.! 3i7 28.6 4�1 J01 78$ 2fiA d11 R72 376 72.9 Mt 14.9 3T2 14.1 Uf 21S 36I ifi.d �bt 19.3 D35 Sta A47 17,0 351 . N �rj w 1261n 7W 37tl 3fi.9 3N 302 3Ti d1.0 3�4 25S 97! 2Et 714 22T ]78 Z3.7 3X9 20.1 YIO 21.J 326 1E.1 970 19.5 74i YS.1 7T6 ifi7 31t � X � � kdin 2i.0 26t 2!2 2#2 !7S 2E2 l7.8 2M t5.4 252 45.) D5 (J r Q Q O �� ��OsO T LE 108 p��horCnpacltyTaBto(i6a� ANCN4RCAPACI'fYADJUS7MENTFORMULA: .-�i � ���� ANCNOR CAP.,.,.,»E � sum�mte 27¢oonccte s5kcane. K�taau FuiedcMu Piwooa Mda i0p,m)X( }�nNCHORCNP.,,, dt@Hto v4'BSEmo 6nPeko ursB�co otoSYeN w2stee� at2St�! 1MU.tl4NCAP.,„.,,,. Md�orC[IpPet4m� Anclw�A'D� �710Eko0Miatm 11i'E1coUit�cm UNacon 3+5BfttoUAteem u4•FkaU0.r�son �ot UtVBtan A99ttG�cr Screr �crc.w 57 6erar a S�) (ff (� USE THIS FORMULA TO OBTAIN THE°AMCHOR 6ugeasmRepnx i• e-vz r z-u2 3t�' t' • 2-v2 i' 2-v2' r arre' 2' o.ap� asr o::¢a CAPACiTYREt1UiRE0'CURRESPdNOtNGTQRiV Em�aneM n t3id• isrs SarY 4�fa� r t�44• 1•vq� 14ta• t-vd� 1.i/(" t�tr4` t t3re' t,3ra � AG7URt.PRESSUREREQU1REAlENTFORTHE sl.rcmxit�dr5�tc:no.c.rs�aacaramesC {Flp.tF �'JAa se0xs 45oms �ow xGa4ws zMro� '..m�us 354ms 7+at� s7tcJs s&ttcs at6ne 3ftros att+res ssoms OPE�tlNCi.WHENITISLOWER7WiN7HEMUllION , 4Rilttwf9�7.15'NU�O.G/Std�M�U'9�treqIXlp(1ig.2{: 4ADAs 700qs NIA WA fitA Htd 380�s Wk NUs WA WA Wh 6B29n 663llc 777.��¢ C.RPACITYjFRDMTNETABL�4F'TFESFIEC7ED anncrors�aMm.o.c.i27�sare�ecaps�iR�sY 7sous rsa�s c�rss t5�me �essms s4oms. bmms run �coice �aeas a�im �ssams se2ros essws »2nme MULtION.IiWlLLYlE�UAMINlMUMANGHOR 3AKtna$D.Sd'Ettn.O.Q tUCNp,Vtta.fOPAlwd.{Fg 4Z M!R WA N1A WA NIA H!A ILA WA IllA WA WA WR N1A N7� 9306e CAPAGITY'NHICH MAY 9E USEO TO QUALIFY i�nmr�FcMl»ae� �o�ms �usws m�s as�s aa2��n ssa�es �aoes 1Tlms sra�w ferea s�a� aswe voan 22�ios �nms ADDIT�ONALANCHQR4PT10NSFi20MTtIE 2M1cInra�l.7sM�nb.clFL p67 ?.iBIDs SD` Bs tUA NtA NrA NtA 100[6 N�A WA NIA WA tpA 31110s IA2W6 �6IOs ANCHORCRI�AC�TYTAOLE. �j{yr)uy��;YlSED m canplying wi�h 4Ue Fincl� Accc���Na�6'421'�j,b'� FlCilJRE1_ FIGURE2: TABLENOTES: 1.250' Ex Imt�onDa(c � � � � f;��,,'�F����� i}SFE SHEET 1 FOR tNSTRUCTbNS ClN USING THE 7ABLES AND SHEET 25 FOR iNFOftMATiON R)�L�' � � ON LOA�ING.SEE SHEEtS 2•4 F6R GENEitAL W57AttATtON MEittODS. M�wn�D4da Ptoducti 1UtlSlttt 2)LlNERRIN7ERR!?lATtQNBETWEENMULIL�NGTHSAND/Oft01'�NIN(3WIDTH3ISALLOWABL£ \�`�����{.� , �,P�ft(•i��� FIGURE 3; "`-� 3}MULLION AND MULL,ION CLlPS SHCSWN ARE NDTTO SCAL�.FOR EXAGT DIMENSI4NS,SEE a�p+ ���� ���cENS� '•.,n l CLIP UST SHEETS 2t-23.FtOLES SO 8E bRILLED IN THE FIEIp FOILQWfNG PIMENSIONA4 RESTRICTIONS '� �� � � � � BE iJSED SHOWN ON SHEE7S 21-23.RGURES SHOW SUOOESTFb,APPROXIMA'fE HOLE LOCATtDNS. p��,�t;fD:� _ tN PAIftS. 4j SU8S7MTES:C6NCRETE StiALI GOhFORM Td RC!301 SpEGIFICATlON$.HOLLOW ANb � �• j�� / :iY;= F14URE 4: EIGURE 5: FIGURE 6: GRbUT F1LtEQ C4NCREtE BIOGK UNIT{CMU)SHALL CANFORM TO ASTM G9p.WOD6 SNALL -� ;J�{7 `r�`ka i�` BE pRESSURE-TREATED YEI.LOW SOUTHERN PiNE W ITFi AN SG 6F 0.55.td.UMtNtJNI SHAU.8E s`�� } � y�T t"�����` � � 80 63 T5 A Nb B E A M W i M t i M O F 1 0 0'i t i iCK.5 T E E L S T U D 5 T O 8 E A M I N I M U M G ft A 0 E 3 3 M J D ��'• rLUti\O�` ty� i � � /WC�iORS[N OM�ALSHALLCE7cT NOATLEAST3 CR�HREnD5�8EYQ RTNEMA7l321AL tzs•X32a"X.s2n� `�'�S��/(�f�jn�.���': � #10&#t2 ANCiiOt2S IfJTO WQOQ�dAY$E STEEt,18$S.S.QR 4t4S.S. ' MULLION q,�f�JN�tifiL��R,P.E. F[.P.E,#58i05 i TABLE 11A _ ���tn� + � I Nuli[onC�adtyTeCte{ihsrti�j $�j� � OpenlegVYidtlfi�rvertlealy-sparotingm�tlu�yor8peninyMe(pht{bthoifzadatyspannYgmU➢a�s} ����a ; SOin 601� TON BOin '9Uin 100iq 11oN 14DN 760in ���'�p �I licctugWz T�piHisg. $�d�n�iar Tuplirianq. Radmi7.IDa Tteplfdaig. RxbpJ111N Treylrta�g. Rade�ulai T�epRknp fLelapW+ TnpTi�vq. R+clmpWu Troplftienp. R�denpJnr 7npRrian0. ReC11iqJ�r 71eplfderg. � q F" 1.2N.B24 to�4 loaakg loadm9 toadmg too��9 tnadmg tns&ep iax&ng lasdmp taad�l laDSeg CcaaFg toadrty lacdn4 4ondne toadin9 iwbnp. taN&g Tye � � AWm.TYihe <�` €_ � �� �a �£ �c §'.. �' �£.. �� �E, �' �g�, �� ��'� s" �'� .a" .§'� .: �_ .r �: .g .�� F x: .� _ �' � �c �,. �' n� � . Mulflan a so 4 s€ � :� � ��. e �� � A�. s e� d ��. � �G � � r 3�0 ; e�. 3 �� � ^e � 3�� �r �� � s� e §�. N c,r� i� �i o o u g � ei u ua„ ci ng uy o cR u o u c� u 9 o u o y ofS v�g �� �� 5�� `� ��^ e�� 5�& 6� 5� �� �� �� 6�� ��y �S� �� �S.p x�� �'� �� � �� 8� t�� F�ff $� ��� �� �� � fi�- �� -S� ca� g� ttl $'� S! �� �a ��. �� �o �a �� �a �� �� �� �a �� �q �e �& �� �� �� �� �G �a ��. �� s� �a f� aa �� aa �� �a �€ �a �t �a o �.-� � �710 V0.0 G20 170.D �15 170,0 7!/ 170D a78 1I0 0 B68 1T�0 506 17D.0 992 170.0 biB 1T0.0 1116 1T0.0 821 1T0.0 1210 1T0.0 571 170.0 1188 170.0 671 170.0 1736 Y70.0 5f1 i70.0 7983 170.0 641 dBld lT0.0 7ae 1T9A 528 170.n t56 IIOA de4 478.c 492 t70.8 639 170.G ft33 57GA 644 17QG t273 T79.4 8R S79.0 idtT tTUA BEn iTQO 1tO� it6.D NO tT4.0 19l3 t7UA 60U /7iA 4a7 ttQ.O 680 � � ( 60.R6in 170.0 7/1 170� S5I iTO.0 896 1T00 W1 170.1 1W6 tio.0 681 110.0 1195 77a.� 127 1700 #3�5 770.0 147 570.0 1�43 1T00 7� 7740 1193 tiD.O 756 710.0 a752 170.0 T56 570.9 t�i N6.0 756 � �o Wln 970.0 i9/ 170A fi12 17u.0 956 170,0 691 170.0 1118 ti0.0 Ib1 17Q0 1376 170.0 80J 170.0 143� 17Q0 837 f7o.0 1541 170.0 856 7Td0 1913 114d B61 17p.0 a71 1700 B61 f6tl.2 2�1] VO.o 681 � m O � I 69in 1T0.4 efi3 170.0 NS 17D.G S4p 170.A 797 tT0.0 1210 tT40 D78 t70.0 144t AG.0 9U 170.0 15q� 170.4 998 1r0.0 t771 174.0 1031 tTQ9 2f26 770A t063 AD.3 4163 170,0 t063 129.0 7763 1T0.0 lC63 � u � j I Win 170.6 970 1T0.6 A6 f70.0 Nt6 570.6 861 /76A f3P2 96.� 4rp �m.a 1488 17i.0 5015 tT0.0 1673 170.i t0T6 776,C 5959 fTD,V it72 43d.9 2660 570.0 tt� 13ii �u ST80 11TI if7.7 3(�6C it�A 117t � � = i � 661n 170.0 970 170.0 7&9 7i0.1 N69 1i0.0 903 170.0 I�6d 11C.0 iD02 170D Y55E 110.0 1096 110.0 1751 7T0.0 7755 170.0 19dD 170A 17f0 1/d0 1966 170.0 147fi 12L6 19i5 1t00 1266 101.2 1956 170.0 1t86 Z �z � � I a 72in ti0.� IpU iT9.o 878 A�0 1273 1T0.0 t049 tA.O N88 f7oA U76 170.0 1700 774A 1228 15A.1 tT3/ 17D.0 1315 13�.7 1T74 769R 1386 115.6 431 155.9 iJbl 99.1 1774 15(IA iDR 96.7 17N iSO.Y 134 � �� � � I g 7bin fi6.i 11Y2 1T9.0 837 17U.4 I7i6 1T0.6 7880 tfie3 1558 A4.4 fl269 ti7A 156t i@52 t265 43L! i555 ii13 1265 157.H t55S 5113 175i 96� i55fi }2&3 57l7 Bi$ t555 1223 12� t�.T t55fi 1212 f2t6 � �L° .� Z � 7BIn 170.0 I151 110.0 %7 170.0 1381 1T0.0 1116 1558 14T! 769.3 11q6 iJ6./ �IfT 152.0 127q 1t12 107 137.1 1406 709d 1M177 719.5 N91 90.9 11T7 116,9 H69 T7.9 t�i7 11Q8 1158 60.2 tA77 1f19.3 7764 Q ,b. Y' �- 9Din 1d2.0 111U 116.6 89i H9.A 111G 117.9 968 7a1.6 1110 107.9 951 BB.B 1710 96.7 336 78.9 1110 BT.S 9Yt 7f.0 1110 UpJ 9fu 592 1110 ri.3 891 60,7 1H0 65.5 B7E 11A 1N0 62,7 07� Z �p Q � p I 96tn ftTA 9T5 t2a.3 6I2 97.6 �JtS t0ib �66 Ri.6 475 88.} &f2 J32 97i 7iS 8Z9 65A 9T5 772 8i7 585 9t5 a5A QC7 it.H 375 Sl.t 789 bi.E 97i 523 7t6 366 975 i4.3 tbl � �(�Z ar `� 10Bi11 82.1 7T1 f7.0 696 68.5 7Tt i0.7 G65 60.i i)1 61.3 67� 6fA 771 64.7 65/ �57 T71 49.p b55 <i.t 771 M.9 607 7�.8 771 ]8.9 672 29.4 T71 35.q 621 T5.7 7I1 32.4 b12 U) �ft ap � ( �h iftin 75.7 720 17.3 6fi1 63.1 730 6i0 650 65.1 T30 56.3 fdD 179 731 �f.! W1 721 730 <S� 6Yl 3Z9 i30 41.1 671 315 7� 358 600 2T,0 770 .11.9 SE9 2l.1 Ti0 295 �� l�1J C'7 I 136in 59.9 C2d 5t.6 i59 {99 62�1 S12 i6Q M.e 62t d1.3 fi52 R.5 fi2{ 942 6i8 1i3 fi2l 35.3 b3T 30.G 624 122 44 75.0 62d 3J.T SU RiA 57.� 24.6 SD4 18.7 62A 225 SOl � +� � � I, t/4in 31.7 �33 35.1 100 48.9 433 15A 395 21.8 133 2i4� 79U 7/.7 130 124 3&5 19] A33 a1.o 387 77.3 433 183 37b � : a•� z v�i u�i �� ���E��� Ane6arCapndty Ta�ta{a6sj At�HOR G�ACITYAtJdU3TMEt�iT FQR!lIU1A: �� � ��2"O.�R' ANCHOR CAP.,,,,,,,,, � � suM�a�a z.�ncCac�ne a6iccarc. nat%,anu Fluoacrnu vrwaw Md� (DP�)XC �_ANCHOFtCAP.�.� � � 91G�co tl�•ssEko QI10E¢o tle'S4Eko Ntosfed �'12SteeJ M12SIae1 MUWONCAP.,,�,,,,,,i AntitotCllpPaltetns �t"x� y���aunram vrElcouNn�on ��� y�Gt�cotWracm vd'Ekouaiacon ���r unracm Aggrecc�ar 9cwew(cs)serew(Gb) saew(c,6� USETHISFORMUlATO08TAINTFiE°ANCHOR ' E6�Dtsterce nj t' 2-V2 i' 2-f72 3f18' Y 2-5t2' t" ZttT 2 3�t9' 2 q.�' pbfi 0.32d' CAPACITYREQUtF2ED'CQRRE$PDNDINGTOAN i emormau n �au� �a�t tal4• 1�0' T 1�ua• �-va ��frr �-vr �-va• etu z �aa• t�3�a vates ACTUALPRESSURERE4UlREMENTFOR'fF� i 2Anclqrs�4.7�fMIrtO.C.I51eNatlufOBelCBp qt� osoars ssous n6oms eoome 1s�saws 2�amn 2mus �albs 74olKs a�ems 5saim e�eieo aatioa a�2�s im OPENING,WHENITISLOWERTWWTFiEMULLION � anuc��t.�seano.c.+s�wam�aaseqcap�v�gn aaoms 7mms xrA eua nrn t+w �eoxs ruA iUn tun wn wq se2ros na5ros �y2ams CAPACITY(FROMTHETABLE)OFTHESELECTm '� <nnrorseauno.c.�R}aenrq�ec�st{FlO.ss �ms aeams smos tsm� �ascros 5wes c�o�oa wrA 7co�es raa�s e�ms �a��e ss2ms ses� �yzoxs MtA�i4N.iTWlllYtElonMiNtMllMANCNOR 4Anclp�s F9 0.57'MP�.O.C,f ULIip,Mib./OP N�m(F�y<k HM WA N/A N�A N/A H/A WA NfA WA H1R WA WA WA WA 1267 ffie fi.APACITY WHIG'N MAY SE USm TO{217AL�FY , fp S +an�ro.+F�cp�a� +�� ��� �I�s 445ms eZt�us 135ros ta0ros �n'ros otoiw imes a32ios aaus troms 22�ms 280uc ADDITIdNALANCHOROPilONSFROMTHE 2AMM19 115MIIlOAlFL'q1 46T 7Atlp/s 350�a NIA WA NU H!A 1WPos N/A tUA N/A WA WA $41Ms 992I� 660k6 ANCHOFCCAPkCITY7ABLE, pRODUGTRfiV1S6D _ mmplyin;with Wo Flaci� 1260" Ac«ding�Cod��+OZi$.o� , FIGUREI: FlGURE2: TABLENO'fES: P�cpiTM'unUate QDQ.� ! • i • i}SEE SHEET 1 FOR IN57RUCTIONS ON USINC,TNE TA6LE3 AND SHEET 25 F4R[NFORMATION �Y � � ON LOADWO.SEE SHEETS 2-4 FOR GENERAL INSTALLATION ME'fHODS. Mi t}nda Produet �lillll�/ 2)LINEAR INTERPOIATION BEiWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,�� �+(1 YUN?,�� �ii� FtGURE 3� � . .•'-S�`f�` LCct:S��C�F.r°�� �G� 3}MUI.LION ANp MULLtON CLIPS SNOWh!ARE NQT TO SCAI.E.FOR EXAGT OttriENStONS,SEE 1��c, � 1- CIIP MUST SHEETS 21-23.HOLES TO 8@ DRILLED IN'fHE FIELP FOLLOWINO�IMENSIONAL RESTRICTIONS 'i: �, � � � � BE USED SHOWN ON 3HEETS 27-23.FIGURES SHOW SUGGESTED,APPROXIMA7E HOLE LQC✓1TION5, • �o.5�17Q� _ tN PAIRS. q7 gUBSTRATES:CANCRETE SHAtl CONFORM TO AC136t SPECIFlCATtONS.HOLI.OW AND �G���( � �i i t2_- ' OROUT�FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AS7M G9D.WQOD SHALL ""♦ �~ p 6� ' i<I= FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WYTH AN SG OF 0.55.ALUMINUM SHALL BE 'F� ' g��l'�UV '<</: 64H3�T5ANQBEAMINIMUMOF.100'THICKSTEEISTUDSTOBEAMINIMUMGRApE33ANp '624� �-�R�� . /•• F�. 1�� � . • � .045'TtftOK(i8 GAUGE}.STRUCNRAt.STEEE.TO 0E AT LEAST 925'THICK AND A36.Att. �. �lf�S•.,C OH5S7..'`1C�,,` ' � ANCNORS MTO METAL SHALL EXTENP AT LEA573 SCREVJ THRFl+DS BEYOND TNE MATERWi.. ����`-S!fC)?J��. �tit • #70&p12 ANCHORS INTO W60D MAY 6E STEEL,1&8 S.S.dR 470 S.S, 1.25'X3.94'X,624' A.LYNN'MIL�.�R,P,E. - MUL410N FL P.6.#58705 _ __ _�l ������ - TABLE 12A � MuitWn Ca ac Tabio IbNQi ���� Opening WSQth�arve�imN��a�09�ionsj orQpenkn9 Helph!¢or WrtmAeq`sPB��9 m�llans) 1sc�n o 140 tn OG lu 1001n 120 N RCttar�gidN T+��� 'i�� eatn tam °Q6i rt¢c�m T�ep(ttm0. Recten�ia smyma�a �a 301n Reelun�.i�r hepRden4 n� IAadllp �B� 1�2` � U ReUnnP�� TmPRd0n6 RCU�9� ftecte�u4r haWTd°"& R��� Tfa�d�� CoaHng ��0 �'Qfl� �� �� p}$ � noerona+nr 'freaTMm+s� Lonane Loadne toeGme �"e weang L�re � �� � �� � �� a (ri �� �� �� � �� � �� � �� � �� � �� N �x4x.�a � �� � �� � �� � �� � � �. � ii p � � �� � �a � � � �� � � �� �� � � � � Alum.Tube � S � � �� � �" & � �, � 8 Mulllon �$ � �� '� $� �� � � �� �� �� �� �� �� Z ��� Ul �� °�- �� �� �� �� �� �� �� �� �� �� �� �� �'� �� �� �� ��. �� �� �� �� �� �G �� � a �o �� �� � �. a = {2tp tT0.0 020 1T0.0 4'u 40.0 7N 176.0 478 17i1.0 060 170.0 '.� 17U.0 992 1T0.0 618 110.0 flt6 1T0.0 52i 17G.Q f2+F4 tTQ.O 621 tT0.0 t48B 17oA 521 170.0 17J! 170A 521 110.0 iB&1 170.0 b2f � �B � 111 Q 4gin 17R4 I O& 1 T�.tl '"�� t�'� � 170.0 631 17a.0 16/8 170.0 EB� fTOA �1 S 1700 M3 1 7�0 13 i 5 1 7 0.0 � 5 O A iR90 t7QQ 738 l7Q� 1I8'J tiOA RSb IT00 2W2 170 D T68 17a.0 98�1 770.0 7!f8 � M � 5p,g251n 170.0 7�7 /70.0 F63 170.0 B76 � � .�-� 61{n 170.9 79T 170.0 81Y I70.0 958 170.0 B91 17a0 1N8 1TO.D 73� tTOA 177b 770.0 68J 770.0 1{3i t70.0 037 i70A 1644 1TO.Q &SB 1709 1813 170.tl 681 170.0 T�1 170.0 6 fi 1 1 7 6.0 2 5 5� t 7 0.0 991 � 60N 170A E85 170.0 701 170.0 1� 1T0.0 � 1700 1302 170.0 �8 iT80 N88 5700 8 170.6 l879 1 ab t� 17QA 5859 170.� 117] 170.0 72� 170.0 1� 168.7 x� fl�.0 t� 14b8 7b53 1 0.0 ii�71 Z � � 7� g31n 170.o B3b 170,p TAS 170.0 1118 � �g � '��yj � 6BIn 170.0 97� 1760 780 170.0 1189 ro0 � 770A tiBE i780 1� Tt�.O 17t1Q 17Q.0 1718 l7Q.0 1913 1iQA t�b iTOA 21Y5 1700 i3B7 116e �� 170.0 iZ� 121.0 218i i70A 199 t042 248t t7A.0 1`+� � �g Z @ c TtN 170.0 f083 170,0 �7B 170.0 7276 �o r � J Z � '�'{' N 0 � 78N t70.0 1171 170.0 837 170.0 13f� 1'7U.0 1040 17Q0 �8T0 170.0 1� i70.0 iTY4 S70.D 1Yd 1�-S t990 17C.0 1�21 1169, 4960 170.0 1E05 �xae 1800 1B1A 1618 109.7 106D 161A t53i 9Y9 tO6D t527 5 7E In 170.0 1151 170.0 Ab7 1TR0 iJ81 17d.0 1N8 ft�.0 58tt t76A i2� t7A.0 iN2 Sl0.0 l389 t�.t tl8f 170.Q t1ri t3T./ 1�1 16�.1 1EW 114.b 1681 ta7.3 tIT3 9D2 1�1 i398 i/59 8d-e i�i 137.5 1'iSt N N�2�o$ t?1g 8&9 tON 8f.9 172b E9,6 1028 Td.7 1728 021 1010 81A 1228 7'L2 B� 64»7 t72D 63.9 977 46.1 t� �i � g06t 170A 1�28 170.6 11M N9.1 ts98 1'A.O M1218 iZT.6 i5� l36.0 iiF6 tS1.8 l39H t21,3 7t78 89.1 134E 1t0.2 1162 OB.6 1988 fOt.B 1117 7/.6 1898 !BA 1771 fi39 53G8 &Z7 ti05 6'3.9 5395 7a.8 t QB h1 147A 1729 557.6 f099 1L2.9 1738 127A /076 105.3 l226 Si1.2 N161 9x a x f 081n 163.6 971 tu3.e � �.3 �� 81.6 816 BRt 914 70.9 806 59.7 818 420 T84 610 018 SG.7 TB1 47.7 810 6.8 77/ 34.7 019 it 6 768 3t.t 879 �Z 742 20 8 8 N t Ta2 Y Y i111n 95A 919 87.3 837 79.6 Bi9 Q N � � d 110In 76.5 788 TE.6 Tt8 028 788 8+-d 70S b3.4 7� 55.8 6aS 472 7fl6 48.4 668 41.9 7CB M.� B77 37�7 78B 40.6 8fi9 37.5 7!8 36A 853 2TA 788 3t.D $4t 21.8 766 28.4 Edt a$ ��� ANCHORCAPACITYAbJt��MENT FORMIltA �a F Ed•m0.• 1MIn 43.7 548 H2 'S�{ 70.< � 37-4 'F8ti 512 644 �7.0 481 2T.3 646 2H.2 �5 T�.3 � 2d9 478 21.8 518 Z2.8 s7� t82 � f&6 � ifi.6 t�s 572 455 1A7 St8 15.5 � (ANCNQ���..o._��IwCHOR CAP.� � � u� o n�� TABLE128 MchorCe acl T�bla tal pmeaoAu � .rrwaua Ma� (��°)X1MULl10NCAP.�,,.,, �6kta1c. HaWx p.7U ��e 2�cwrcma ua�ssero y�s'Eko 1�a'sseico e�ostee S��� Si�tc�.� �7N13FORMUTATOOBTNNTHE°ANCH y�Q�CB a1CF�coUlfrecm v4'Ekou�raca� ��ya ���m Aggrc+�ata Sc+er(c5S �qppCITYREQUIREU"CIIRRESPONDING70AN Mtt�u'�YP� a/t�FJcoMrsm vrEtounraton �p�ro� q. 2-Vz 2 &i�a' T oA&' 0.54' °� ACNAIPRESSUREREQt11REMENTFQt2TNE AnchorCtlPPettem� �tts1,�eCnz 1• 2vx 1• z.flz' >ve� r z-trr �' �'y0� �' OPEN}N6,WFkEN[TISLOWEF7W�NTHEMUL410N 1-vs i tra� �tre� i us t-v�• t•tu• r �aus ��^�� �'��, �yA. �ya' �.3�s Y wA �zws es��e it�ous, CAPAdTY(FROM 7HE TABI.E}OF THE SELEC7ED �s 3aams a�oms a5o�bs �o�e tsetms ztums z�� �iams ��o�� 87aros ss4im sesiba a+tws a��° MUWON.iTWiCLY1Et.DAMiNiMUMANCH6R 2nMMrs�1/Y1NRO.C.f5la�tlatlwO�etCYPiFl4 7t WA �, �on�ds �szrwo �eeowz �ApACffYWNtGtiMAYBEUSEDTOQUALIfY anrcnas@2.m^umo.c.lstds�im{arascU�atflF9} v»mn 7n�ao B3oan laesma laaam� �� �� N� 7so1� 74swa oAotm ts82ms ceabs eeses tf�ms ADRITIONALANCHOROPTIQNSFROMTHE 6A21�bt381-71'MMO.G.131811�R1IofQ6Ci1C14(F1$4T �� �� 6H6R� SitD� 18A61G5 t� 785Ws NtA 7BRi� NtA ANCHORGAPACITYTABLE. bs GArclprs�9'MInO.C./R12i6ArykCrDf/iFlD�� �� 7 ae01m N!� tt�0�c 1122bs 1926t4s �Bit6 M7GIDi S3ZtD5 � it70tM 5i7Gke 1920Yn Zf4USE6 9BIARa D NtA WR NtA NlA N�A O7J PR(�JUCTitL'Y4SED 6Arcrors193�MfnD.C7R12cfiAiV�C�s7�S67' N!A WA NU WA iUA N/A ti/A Nra tUA N� wA �� NIA WA 71 ¢e nScnmP�Y�n6�V�Ih�hoFiDfld� 3ArcMisQAt.%'3dN.00.fU�CUp.VLLo.129'lWIII.(Fl&�k �A tUA RiA F1tA NtA tUA WA 4�riYdufgCoda 1�•0'a2ti8r0�7 6A11[MI�@0.61'MIII.O.CIU.Gip.lnb.12?IWT. �k Nu w� 6tt0s 6dd4ri 61UID5 fltcepidSW{� /��y 2McinPS�26�MtnOCJFLNP(FlGek 3T�Pos 970SD3 3f564 74:i�6 7YL�s N/A 2BOBa N/A 37BIDs N/A 146@s tUA 37105 t42ttl6 F+,;�pimt� Daie N B701bs N/A N/A 3531ts NtA �61ts MU t77A !UA 9Mcius�i.71•MGt.Q.C.tE{7W( .14X 4AIds SYJIha 979Ibs �GIRCLBD VALUES ARE USED W 7HE EXM7PLEON SHEET � _ 2 6U0' Mtdn Irada Pmdtx�Cm NQSE:PORTHE OFFSET CLSP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALOES AS THE STANDARD CUP• `��11 I��f t�rt FtGURE3: FIGURE4: � TRBLENO'fES: ��� (}ty�.•-^��•M��l ���ir FIGURE 1: FIGURE2: • . � � � � \��ti<`�'' ��ceNs� '•��P � • 1)SEESHEET 1 FdR 1NSTRUCTl4NS ON U51N6 TNE 7ABl.ES AND SHEET 2S FOR MFOWJWTiOrit ON LOAOING.SEE SHEE'f52-4 1 � ,c dENEpAL IN37ALl-ATION MEl'HODS 4.000' `'i:` Wo.;:�37fl5 � � • • • _ � 2y tiNEAR tNTERPOLATION BETWEHN MULLLEN6TH9 ANDAOfi OPFSlING WIDTHS IS AIAAWABLE. _ 254" /'� � FIGURE'6: FlGURE6: � r�� • � � � 3)MULLIOt�ANo MULLION CUPS SHOWN ARE NOT TO SGt�LE.FOR F�1�CT Dw`E�ON'.S�E SHEET5 21 23.FKILES TQ BE DRILIID IN -: �-,Gi: y�g fp • t;!� THE FiELD F04.tQWtNG D�MENSiONAL ftEgSR1CT10NS SNOWN ON SHEETS 21•23.FIGURES SHOW SUGGESTED.APPR�X�MATE M4LE �.�j' SY yCt3�' ,�t` M' � �' � � ''�~ � � • �oct+noNs. �.��.Fca�tuH �ti'. � %,., ,;-......��•�;a d)SU&STRATES:CONGRETE SNAL�CONPORM TO ACf 301 SPECIFICA710NS.HOL�OW AND GROUT•flLLED CONCRETE BLACK UNIT 2.,X 4"X 25'MULLIDN f��5��J OI�;��-��`�� FIGURE 7; FIGURE 8: FIGURE 9: FlGUftE 1.: qN��.E CUP {��S}{q�(.CONFORM 70 iLSTM Q�BD.W00D SHALL BE PRESSURETREATED YELLOW SOU7FiERN flNE WYM+�SG OF 0•5�`• � �. • (FtGURES 5B.8j D AT LFABT 3 SCf2EW A.LYIS�NrMI{.�.ER,P.E. MUS7 BE U S E D ALUM W UM SHALL BE fi063-T5 AND BE A MINIMUM OF'125 THICK.3SEEt-STU6S'TO BE A MtN4MUM GRAS?6 33AN0 A45"tHICK( FL P.E N 58765 . +• � IN PAIRS GAU6EJ.5TRUC7URAl S7EEL TO 8 E A T C E A S T.i 2 S T H{G K A N D A 3 6.AlL ANCNORS IN7fJ MEI'Al SHALI.EXTEN � THREA4S 6EYOND THE MA7ERIAL.#10 6#i2 MICHORS INTO WOOD MAY BE STEEL.1&8 S.S.OR 4 1 0 S.S. � D . � �„ *� - ���� � TABLE'i3A Muitlon C� aa Taeu athZ ��y�'�� q OpaningWtdtri(for�e+ticaly-spemtn8mttfias)orOPersinqH�ipMtforinriuxdei�-sDaMrgm�i6w�s�" 1�om tso�n �s4�o 66in 883n lQOln e Keclenguar 7te{JLtan9• k 60M TOIn n��� ���r T,gJiden6 RectenP�m IIal�Ann9. R�� �t:�dn9 Loe�O Loa3rm o1� � 501n Rgclanpi.laz 77eNTder9. RBcien9,der n+WT�d^9. Hecta�pter TrePtGlu"8� f0clmpubr lA8An8 Load�9 Loadn9 �a°�"A �� a ' u. ReclangWar T��� LoaBntl Laad�O Loadn4 �a Loa�nO . ;,� � L_ �' a ,�s!. �'s yF... 2x8x.26 ��"9 ioeana �'e n a %.. ,� �,., � o., � g� g � g �.�, ce litum.sub. x a„ a.. � �� �g,� ��+ �� �,�, � '��, � �� � �� �' �� � a� � �'o' �� � �� �� �� �� 'm w MuA1on � ��, � $� � �� � �� � ��' � ti � c3� t3 �� �¢, 3� � � �� �@ � �� � e �� �� � �� ��, �� �� ��" �� �� � y�� � 3� � � g � �� � � �z d s� � O riJ � �� s u� g g 3� �� �� �� �� �� �� �.� z� �� �� � �$ �� �� �� �� �� �a � � �� �� �� �� �� �� �� �a� � � W Y �a �' ..u y� 170,0 B20 f76.9 i35 tT6A T44 flfl4 {7E t70.4 8a8 l7Q0 508 1T0.D DfG 170.p 510 170A 1118 170.0 521 170.0 1210 i70.0 52� 170.0 tA88 i70A 521 i'N.0 i735 170.0 i21 StQO t983 t�QO 5 � ' O �e�n t70.0 '768 i98A 52d iT6.0 SSQ t10.Q 584 tS0.0 9B2 170.D 8}0 170.0 1t5J 170.0 861 170.0 1275 170A 817 176.0 7417 1740 6DD fl0.8 1T06 t70.8 930 iN.O iS83 570.0 BbQ f70.0 7t87 17A0 H86 m M h Sp.glyin 170A 7�7 f?8.0 d8b tT0.0 � t�4 9; lTQO 1f E 170.0 754 1T0.0 7275 1700 g03 410.6 147� 1700 877 1 6.0 1594 5 60 65b fl0.0 481�5 ftOA 881 t700 � t7Q.0 8$8! 170.D Sl�54 t2Q0 BBt � � � y�In 77Q0 Tei f70U 6i2 176.R � � � Bp,y� �ry1,0'685 t?0.8 701 t70.9 100& }00 850 17�Q �� f70.0 940 1700 14� Y70q i�S f70.0 1673 1T0.0 1070 170.0 1658 t706 t� t7U0 ?13S i 00 5188 i7�A �� t 6.0 4fT4 l7QA �7 170.0 11�71 Z � 636i 7748 870 iT0.8 7;5 17D.0 iti � {�j.!�5 � � BBM 171f.0 87S 1T0.0 769 TlO.Q tt88 t74.0 803 174.0 i38� t70.0 L004 170.0 155E 1T0.0 1088 77�.0 1753 170.0 1155 170A 70�tB 17P.0 12f0 i70A 2356 i20.6 1275 t7QA 2127 5i4.Q t�DE 170.Q 9177 170.0 7 J a� � �Z `Z � � r �" �m na.a ioea i�aa sra �m.o t�e �oo +mo �ro.a +sm �tao �sre �o.o itw i�oo �au iro.o wie �vao �4zt rro.o n�cs f�a.a tsos s7o.o 2esa naa ss� saa.a at�a sroa tm4 t�ao asas tto.o nas � _ � N p � nH ti a a.a t i n ��a.o e s x s m.o � '� 78Sn 170.0 it51 170A 8d7 570.4 f3D4 l7QQ iS18 174A 40tt 170.0 1250 il0.q 1812 1 7 0.0 1 3 8 8 1 7 0.0 2 0 7 2 1 7 0.0 l U 4 1 70.0 2502 t78.0 t584 170A II7E3 lTA4 S70D t7�.0 3Z20 17DA 1R7 170.Q 7843 1/Q0 1 N �m �O� N� o � so�n na.o t�2e �7a.a t4� ti7n.o �� �ro.o t� tTa.o �e9a vo.o tsYz fro.o rtei t�oo �70� �ro.o zsw i�a.o iesz taoo � sro.a izues �eoa ati� �xao nsa �u.t a4es taaa 2 o tzao �ee �sa� z 78 a X QBtn 17D.0 tit7 t70A 4232 170.0 x � 1p8ht 1T0.8 t56i M174.Q 1106 774.4 ip� l70,0 7790 fl0.0 7369 170.0 18�2 i70.q 2Q21 1700 21 9 f61e 28Y2 1�.3 2245 1568 283t i�,i 8 t538 2832 1?84 2568 'Wb 22832 1 S3 2f2E E5.4 283Y 1D83 �0 iti tn tTD.4 18:18 170.8 5�54 /7Q4 � � � � N i2,p(n t70.0 iTTt 1T0.0 1SB8 170.0 2f26 170.0 1869 1Sf.4 ?7,�' 1548 7881 135.1 715Q. 741.4 188{ tt0.1 Y252 127.2 1938 108.1 2252 118.1 t615 60-1 725R 49.8 t872 772 ?752 88.9 i83N 07.8 Y15R 81.4 tE08 ��.� � �a x� pCiGG}SOR CAPAGtTY A4JUSTMEHT FORMULA: § a iNM 125.1 i5N4 t28.8 1445 104.� 15E4 100.4 1425 6BA iSOA At.6 1407 7B2 15W BD.7 1590 89.5 t56i 72.3 i3T3 �.tS tiB4 85.7 i�% SL] ibbl 58.0 1��0 M.T 1581 49.2 i305 39.7 t�Ck{ORCM_„v,,.., � DP, ( )�ANGt-tORCAP.,,, TABLE 13B Anc orCe e Tabie ba ���u Flp¢ncn+u �'T� ��� t }x`MULLION CAP.,�„,,,,,. Su7aVale: 27kCacrcta �.��0^°. 1/4'SSEko SltaEtw ifPSSE7w it8�� W52Steci Yf26taA 5tt8�Eua ys8•Era usuacm ut•Etco u�vccm ��� ��ou ppp,eG,imr screw(o5J screw[a5l suex{G5) CAPAC II'TY REQ R£DO OCORR�SP4N4Nd.ra TO AN McIKKTYPg 3t10'EfcoUt2con i14'Eit6tAtteeGn Ultmon . 3-1fB' T 0.40' 490' O.J24' AnehorCiipPattemn 2.�n' 7 �,�. �a�a� w,us ACTUAI.PRES9UREREQUIREMENTF�RTNE Edua qeunce lm) 1• 2•7rC r 2-tr2' a-it8` P �-i�' ti' OPENING,WHEN IT IS LOWEI2 TFIAN THE MULL10N Em�uiml¢n t3td' i-3t4` 4-3ri' 1�3(4' r 1-tM' 1•111' t-0fl' 1-011` 1-i/s IdR' �' x han� � saoma ssa�s Tas�s Nao��s r4e�m �z�2�s �eez�us �ezms aeeim ��mi�s CAP�CIT'(FRO�THE7AB�EjoFTHESEIECTED ♦7b'MM.O.Q!6tarv.i�fl a QS3NCUP SFW,td2k 39U IDs 3B0 Ws 150 m9 �0 Ws 1817 N9 T70�s ttl0 tGs 3541M T40 cM 374 tns BSt�s �d9 tds 3st me �12lbs S@4 4 Ano�Oce d,�4.8g'MN.O.G f Staiderd(orOS+ell CUp ffq.aY TBO�s TBO Ro b06�bs 1700 tOs 323�WS �ca Nastm urn s52osta �4eaaa ��soms as49�s �asaeo v7ams zz�awn AtdCHORCnPAcffY7A8tE.�SFROMTNE paanucrRcvtssn Setu tP�b.ST 780ms 7aUWa sBUms t58o�Os te98Wo 54olos 6GONx HIA 7eafba 74atae 6ant6s taw[sea 862Bas Ba511s '}720ws CAPAGTYWFiICHMAYBEUSEDTOQUALIFY B�rplptc�i.71'MKO.C./51eM�tl5w0��i)6�Pffb.i2 15801ns i�0�ibs 10166a %951Cs NtA tUA 94UIbs tUA 10671ps WA NIA WA 78W�+ 17/0tbn 9Z70Rs MUl.ltt7N.ITWlLLY3EL4AMINtMlkhS {Aocfian�tYh4nO.C.tQ}7s M& 6 2esf&s 3360ros astamplYinSwiFhYroBFtti[fd1 BArclqra�3'h5rt0.C.lR)75t5An8��/ff4.0) 76801as 15001W t]496e 0I27Ns 3i021be 1666A WA WA WA Wh WA WA Nhl N1A 14303Us �., 2.000"--�-I UuildingL'ode ����Sg.d� 12Mclqr6�1.5'Mn O.C.112)n5Nqte CYOs/IFb.� 1666ibs 2180 tbs iL10 05 3786 t6s WA tUA 1;124 tb9 WA 1lSOOIbS WA HIA �q � � Y8011bs ACttP�eb No iAnthae�S.34'tdn.O.GttidM.intr.t25'ANm.(Fip.Bi WA }UA WA �A WA wA WA WA HtA WA �A E imN p�ie �D�.I sonckas��aa'Sua.O.C.t up�C.b+to.l2r Num.1�0.eF �A wA WA WA �'2 @s 885Iffi i120 tbs .25a� 2Anclw�s�4.98'Mi�.O.CIFCNPlFl9.761: 380ihs 346Ns d3bPos 89S0s 18181bs 270ibs 2841bs 834ms 7<09s 371{6e 8781W �IBPos 3btms 442@a `+� D 4Juwtwre 1.71•MN.0.CIF (Fb.tiT 590�s 7PD@s td51� 12981bs WA WA 4701ba WA 6J�Itre WA wA Minm' 1hD�+Ct TABLE NOTES: \;ty�S�7tI NOSE:FORTHE 6fFSET CLIP.l7SE fKE SAMHRNGHQR PA7TEFN AND ANGHOR VALUES AS THE STANDARO CL 1)SEE 3HEET M1 FdR FNSTRUCTiONS ON USlNG TNE TABLES ATID SHEET 25 FOft WFORMATION ON \�� r��l' ...,t<<J1(���i l FIGURE 2: FiGURE 3: FtGtTRE 4: FK�11RE 8: FtGt7f2E9:F:6URE'IR F:UURE 11: ` �� - Fq FIGURE ti � � r * •• LOADING.SEE SHEETS 2-4 FOR GENERAL INST/LLLATION METHODS. � �,��.� •�1LYMSg r s � � • ` • � �� 6.aQQ' �' 2)LIt3EllR iNTE�`�3�TjON BE7WEEN MUI�-�ENGTtiS ANQ(OR dPENING WICITHS IS JU.LOWABLE. =?i � ��c.`a�"(Ca l� � � _ . i - • • 3)MULLION FN1D MULLION CLIP5 SHOWN ARE NO7 70 SCASE•FQR EXACT p�MENStONS,SEE S : �_ � � � . • • 27-23.HOLES TO 6E DRILLED iN Tfi6 FtElO F4LLOWtNC,DtMEt9StONAL RESTRIGTIONSSH�WN 4N ,` J t�-�c2� �b IJ1; � • SHEETS 2t-23.RGURES SHOW SIJOGESTED,APPROXIMATE HOLE LOCATIONS. �) FIGURE7: ' � �:nYL6F , ��� FiGUPE5: FIGURE&: A�''� BEPRESSURE-TRFl�TED %�'��.'.,T�.h�1��' ��Ch� . � p��p a)SUBSTRAT@S:CONCREfE SNA�L CONFORMTO ACI 305 SPECiFtCATt�t�i��HOLLbW ANO GROUT-F1 l \` : • • • � � iFtGURES CONCRETEBWCKUNti(GMU)SHALLCONFORM70ASTMG�.W�DS�- ��,�J/U(1J��r�z�' � ♦ 5-7� YELLOWSOUTHEflNPINEWITHNdSOOFU.55.ALUMINUMSWU.LB66p63-TSANpB�AMiNIMUMOF.125` � �S''� ;G � � � � o � � MUST BE THICK.STEEL STUDS TO BE A MiNIMUM GRADE 33 ANO.Od5"THtGK('E8 GA D AT LEAST 3 9C SEW�TQ 2'X e'X 25' A.LYNN'fdfILL�R.P.E. _ . * • s • PA'��K gE AT LEAST.i25"TNtCK AND A38.N1 ANGHORS INTQ MEFAL SliflLL EXTFN �LLION FL P.E.#68706 � � � THREAAS9EVQNDTNEMATERIALNIO&#12ANCHORSINTOWOOpMAYBESTEEL,7&9S.S.OR4105.S. ` � TABLE 74A � Mullbn Ca ac Ta610 IbaRt� � OponingWldtnQ�verUnEy�spaming�iots)orOpenlnpHelght((whoAzo�YeAyspaMrgmUAorrs) ��� � 60In 60 h 701n BO ln 901n 'IOO ln 120 b 7401n 7601n � O Redmpular Trepi�larp. Reetargwsr 7mpf�tla�q Recte�gu!ar Tmpirfo�8. RecKngWu TmWT��p Reola�lar iray/�da�p. Rectangul�r TraMifan4 Reote�lar ltap7da�g- RedaigWar haplfdare. Reclaguler 7�apTdanp. �4� � 128"li 2.11" Loo71r� Lwdr6 lua0V9 LoadlM Load4q loaClnB Loadn9 LwtllnB Loed4�H Wetling Le?d(r0 LoxAnB IcaeYg Loadtr6 LoaAnO LoadW Load'J61 LwQing g,y� � '�' X.126"A[Um �u ., r � �^ � �� � �� � Og � ��' � ��' � �` � �� � �� 8 �g � �� � �� N � TuEoMull � �� a �y � �� � �� � �� � �� � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� ��- �� �� �� �� �� �� �� ��- �� �� �� ��- �� �� �� �� �� �� �� �� ���m � � 4]In 1�G2 Sffi 767.0 4T8 120.2 57G 74fle �19 103.0 5l6 198.9 47� 80.7 628 134.8 �it 80.1 '616 13d.1 411 TI.7 519 130.1 171 fi0.� 626 134.7 417 51.5 526 131.1 417 45.1 51B 7311 �11 � �~jJ � J �gy� 98.6 1W 10&0 333 00.5 d03 9Q7 775 69.0 4D7 6H.4 310 60.< 4W e1.4 J17 G7.7 407 7B.7 355 48.3 403 7d6 374 4Q3 403 7B.B 31< 346 403 7fl9 31� 302 4W 78.6 314 ? = I 60625In B3 3B2 91.0 301 Bfl8 382 7&3 294 5b-B � 71.9 �9 61.6 3G1 87.2 4� 45.7 36R BC.B 7E7 412 3B2 638 26i 34.3 36R 67.6 �3 48.4 362 635 7%i T57 �B2 61.6 �3 � �$ N 6GIn 87.8 31B 74.1 267 56.6 31B &1.2 287 40.5 310 67.7 758 424 378 53.6 251 37] 318 50.8 250 31B 318 48.6 Y49 2fl3 �7B 49.1 2CB ?A.2 310 431 248 21.2 310 48.1 24B W p � m ; 601n 49S 15B 6f.t 218 41.2 268 46.7 241 35.3 26B 40.7 210 30.8 258 37.2 207 27.6 258 34.9 10d ?A.7 25B 33.4 203 20.8 259 3L2 �1 17.7 25b 322 201 16.5 268 37.2 201 F U (O J 3 03M �27 2a9 �.e 2W 35.8 T34 38.1 1B5 �0.6 234 31.7 192 28.7 2J4 31.8 788 29.7 274 29.4 18B Y1.1 239 2A0 'I&1 17.8 234 29.6 18J 15.9 234 28.5 1W 13.4 739 �.5 'I&7 S� a � i 6BIn 77,2 213 �.9 t87 3/.0 213 33) 17Y 26.5 413 7BB 'i78 T32 213 27.0 173 20.6 273 75.7 1T0 t8.8 213 2A7 169 1S6 273 T12 187 73.7 213 ?20 '1fi8 1t8 213 ?20 iBB Z (n$ �' � 71N 1BB 179 3U.1 155 23.9 178 25.8 1!� 2Q4 17B a6 74B 17.9 'VB 20.3 747 15B 179 18.7 145 � J � �� 78N 2G3 tfi1 4SA 140 '�7.3 187 21.8 197 17.4 701 18.0 135 'IS2 181 1Z0 iJ3 = V ¢Z 7BN ffi6 1ffi 9.b t73 16B 167 18.9 731 1fl1 152 17.5 128 a � r' � Z eN- Q N O TABLEI4B ANCHORCAPACITYADJUSTMENTFORMULA: Q ' Z AnchorC�pw14rT�hla ph�) ANCHOR CAP.,,,�,,,, F' o�� 9lbahele 2.7KCOMMe 3.9cCont. II090NCMU FIBNCMU PTV1baE Me19 �OPiva�X( )=ANCHORCAP..m � �� � `� 5116•Ek0 tld'SSEko NiG'Eko I14•SSEko q106leel NI251ee1 tll2Slee1 MULLIONCAP.,.,.,,., (n Aanorrype 911EEkoUlltatm vrEicolnram yts'Fxouto-aon ia'Ekouurxm �� �ia� A��a ��, �scre.r s scren USETHISFORMULATOOBTAINTHE"ANCHOR N AnohorClip PeNem. �10L0" �� � �� �� �rY X Y Y E�eUhlarte(Y¢ t• 2-1¢ t� 2V2' 9-ve• t• 2�f7 1• &1/t' z' �v� 2 0.a� o.5f• o.s21' CAPACITYREOUIftm"CARRESPONDINGTOAN F � (A (p emoeQneii ry�} ts�d• taiC 1�I4 1a1C r t-trr t-v1- 7-tra� 1•vd• t-v� t-vr � t�B• tara vdnes ACTUAL PRESSURE REQUIREMENT FOR THE V N ¢ � � aarroe�ru�ac.��a�sanyeaos�� n ��s reous ceoim ��°m� �°�sa �+°m% ��s wa 'reims �ae�ea eeoD� � ms 5�es a�m� uaoros OPENING,WHEt41TISLOWERTHAN7HEMULLION Q � Z O O CAPACITY(FROM THE TABL�OF THE SEIECTED � � m Q� , MULLION.IT WILL YIELD A MINIMUM ANCHOR _-� � g��� CMACITY WHICH MAY BE USED TO QUALIFY �+-� ' ADDRIONAI ANCHOR OPilONS FROM THE ANCHOR CAPACIiY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INPORMATION ON LOADING. ��2B8,� SEE SHEETS 2-4 FOR GFNERAL INSTAIl/1TION METHODS. S'KP.FJULT R6VISGD � os canplying wiM the FIQti� 2)LINFAR INTERPOLAiION BETW EEN MULL LENGTHS AND10R OPENING WIDTHS ISALLOWABLE. ouildiug Codo FIGURE 1: Ac����164Z�,o� Expim�iaoRp ��i� 3)MULLION AND MULLION CLIP3 3HOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • � � � HOLES TO BE DRILLED IN THE FlELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEfS 21-23. Z,��g• DY FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIONS. � �{j �0«a ANGLE CLIP MUST BE USm IN PFURS. 126, ��+1 i I I�� 4)SUBSTRHTES:CONCRE7E SHALL COMFORM TO AC1301 SPECIFlCATIONS.FIaIOW AND GROU7-FILLED \�.� t��Yi iV,,t�� �i� CONCRETE BLOCK UNfT(CMU)SHALI CONFORM TO ASTM G90.WOOD 3HALL BE PRESSURETREATED ��� • �F �i YELLOW SOUTHERN PINE WIiH AN SO OF 0.55.ALUMMUM SHALL BE 6083-T5 AND BE A MINIMUM OF 125' T `\��•'�,�CEN�F '� THlqt.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.00.5'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.71'X.125'MULLiOn � � ' LEAST 129'THICK AND A38.ALL ANCHORS INTO MEfAL SHALL EXTEND AT LEHBT 35CREW THFtEADS BEYOND (INTEGRAL FIN MULLION) =-��;: �o,58705 • - THE MATERIlLL.#10&R12 ANCHORS INTO WOOD AMY BE S7EEL,18-8 S.S.OR 410 S.S. _ : _ - 6 : rr._ :n� : i.0_ ��G�- � a�I ���.' o�� ��c,, S IATL iV�� . ti10ft\O�:•'�(,%� C�� ''�,`,S;��orlla����'� A.LYhI15�KAllL��2.P.E. FL P.E.f�58705 TA8LE75A � � �� � C � Mullion Ca �eYty T�hl�Qbefft� ����� Opanln0wHlth(fw`�eNraAy-spamir6m�iom)orOpentngHolght(forhorizaVaNy�spertirgm�iore) �'�. ,� SOtn BOh 701n B7h BOIn 7001n tYOM 140N 1fi0E� � d mm�nwer rrepmena. nen�� noamo�. Weci�,o� n�M'aeno ��er TraMd.ne. r+acim�w+m ireNn+cne. Recm�� T�eplfAenH. Roclmpu�a T�o{VIN�np. ReclanWar TmWme�w. tuc�ena�u rmvm+ma. ox' � 3.48"JG W�dNe Loaanp lnaMa l�ina LoaQnB loadne loaan9 lo�n6 lnedN9 l.00e�w LmanO Loa�nu LneQInB Loaa�g LwanD Loeane lnuQnO ��9 DEO.AL y� L� L� L� L 2� �' F Z' F F LL �.. �.-. w �.-. � 'rd.. � � � a.. �.. � a a... � �.. � � '� � �.. � �o... BAYMULL ; � m e� 6 s� a� $� � �� � � a �. �. �� � � � �� � �� � ��' �� N m � �� � � � �� � e � � � �$ � � � �� � �� 8 � � �$ � � � �$ s �� a $ � fr $ �, ��,z � �� �� 5� £$ � �$ �e �� �$ �� � �� g� �� � �� _ �� �a eF g� � � �� �` �� �� � �� �� ` �� � �� z �°` uWi ��. �� �� �� �� �� �� E� �� �� ��. a� f�. �� s� �� ��. �� �� �8 �� �& x� �� �� a�� �Ea� f� �� �xga� s� � �� �� 0 �ii �2N 170.0 620 170.0 133 170.� 74f 170.0 �7B 170,0 868 170.0 900 170.0 B7! 170.0 519 170.0 1f16 170.0 521 170.0 1?AO 170.0 521 170.0 1{BB 170.0 621 170.0 17J7 170.0 621 1W.1 1740 170.0 621 J W 48N 1T0.0 708 170.0 fi24 170.0 B50 170.0 68{ 17Q0 092 170A WO 170.0 N]J iT0.0 661 17Q0 12TJ 770.0 6T7 17D.0 1N7 170.0 6!U 167� 1574 770.0 680 13�.5 IR2 770.0 BBO 11�.2 15a 170.0 B70 7 T � �5� � 50.8461n 170.0 7p 170.0 SB3 170.0 889 170.0 Wf 1TQ0 1046 170.0 68I 17D.a 1185 170.0 7T3 17Qn 1315 170.0 74l 1W.2 IM3 1T0.0 T6B 139b tMJ 170.0 758 717A IM3 1T0.0 768 iD2B fU3 1700 758 W p� O 641n 170.0 777 170.0 617 17D.0 858 170.0 891 17U.0 1110 t70.0 761 I7D.0 1276 170.0 BO3 160.4 1353 770.0 B37 1N.7 1�3 170A S58 t20.3 iJ7J 1T0.0 EB1 1QS.7 133J 1T0.0 091 BD.2 135� 170.0 B81 � � � � 60N 170A EBS 170.0 701 1TOD 109) 170.0 7W 167.0 1218 170.0 WB 1�8.1 12f1 170.0 BM 1299 121E 1D9.0 876 11BE fY1E 152.1 924 B7A 1218 14&7 810 83.3 17fE 148.1 B19 7J.1 1218 7�8.1 811 "'� � W � 8�N 170.0 930 170.0 715 170.0 1NB 170.0 E70 1602 H50 1688 BJS 131A N60 751.0 814 N6.B H60 141.9 896 105.1 1750 13{.2 6W ELB 1150 12Q7 811 75.1 H60 128.R BTO 65.7 1150 12fi2 870 z �z m � � 601n 170.0 B74 17a0 7e0 iS2.4 1d8 185.8 661 100.8 1W8 Nfl8 B61 114.J t046 133.1 U60 101.6 1018 123.4 83D BI.{ 1618 H&8 830 Td2 tOdB t0a4 821 67.3 1048 10D2 010 SZ1 1ME 10&2 0fE � $-i� "� S721n Iq0.8 BBO 117.9 IB{ 117A 860 126.0 7J0 t00b B60 11Q8 731 BB.O BBO 100.0 7?2 T82 E80 82A Tt2 70.� 8B0 BB.Y 7W 6fl7 � 782 69� 50.� 8B0 78.6 BEB 41.0 690 78A 6EE � �� � �Z 7B In 119.7 780 125.1 690 B9.B 7W 108.9 WE Bi5 7B0 E0.7 68J 71.8 7B0 03A 652 9fi5 700 788 64I 58.8 7BU 71.7 835 IB.B 790 85.1 B2� 428 7B0 83.1 819 37.4 7eo 61.6 617 JQ � � � a ~ Q a � .O 'E 7EM 110.8 760 116.6 677 41.7 7fi0 0E.1 &4 7&l 750 85.9 872 �.2 750 77.1 G21 Bi.6 760 70,8 812 66./ 760 e6.7 806 1B2 750 59.� 594 J9.B 730 BE3 WE 31.0 750 65.6 688 m Z N e- BOM 77.1 66J 74A 6W 60.1 W7 82.8 4B1 61.6 6�1 61.8 A83 �5.1 6B7 IE.7 �15 /0.� 367 NA �BB 98.1 SBJ 40.9 �B2 50.0 5&! N2 /52 75.9 fi63 3�.3 Ii5 71.5 SW 71.8 M2 os gB h� 59.4 495 81.1 413 �9.5 185 61.6 433 92A �95 /4.8 I27 77.1 �Y5 79.Y /21 J3.0 /05 76.7 d15 Y8.7 495 3J.2 409 24.E 4B5 28.1 �00 212 �75 Y8.9 79{ 78.9 485 25.0 790 N �� � � 1a91n 41.7 391 126 753 3l9 391 35.9 Slfi ]B.8 381 J1.1 312 16.1 391 27,6 3)7 2J3 091 7A.0 337 20.9 391 72E 328 17.� 381 18.7 327 1�.0 791 1T.6 716 Y Y 1111n �.4 370 382 7]5 �0 �70 �1.0 �30 �T-S 370 2aB �7b 44A 3T0 25.9 7!0 21.4 7T0 12B b18 7B2 370 P➢.B J12 48.0 370 tat 306 . F � � � 1701n 30.4 317 30.9 2B9 25.7 317 78.0 286 21.7 �17 42.5 2B0 18.0 317 1D.8 Z76 1&B 317 17.0 Z13 • U O ¢ � � iam n.a ua n.e soa ��M Z�O � TABLEI5B ANCHORCAPACITYADJUSTMENTFORMULA: �+� � �� � AnohorCa cf Tubta ba ANCHOR CAP.,q,,,,� " '"' stim�mfa 2.7k Oonerde a.5k(}u�c. Hottow CMu . FAee cMU P7 Waod Mebi (�)X( �=ANCHOR CAP.,,, 5�16'Elco 114•SSEeo 918'Eko 1/d'SSEko N106leel i1f2SIeeJ N126teel MULLIONCAP.,,,�,,,,,� a m h a l y p e 31trExounrxon vi•EEoul�recm U� 3na'Ekouluxan t7<•EkoUareem A��� un�� A��� ��(Q�sorew(cs) serew(c51 USETHISFORMULATOOBTAINTFiE'ANCHOR Anchor Cilp Pettems E�,�ti„�,(h} r 2-�2' r z-�rz, a-uB. �, p'i2- r 2'�7 r yvs� s' o.ae• 0.5�• oas4' CAPACITY RE�UIRED•CORR E S PO N D I emncanen�nY +ar f�r4' ia�r i-�r4' z �aw- �•ir�• �ab• �-va• �-v�• f.frt• Y taia �3�s• vedes ACTUALPRESSUREREQUIREMENTFORTFE bed 2Anehon�5•1krt o.c.l R)�5 AMk qips/ffIp.1C 3so ws aeo�bs 45o roe 890�.i 1700 lan s7o m� aEU iE.+ 35r 740 Gs 374 ros 72o ws e4e m 3�7 wa M2 im 6eo tos OPENING.WHEN 1T IS LOWER TIiAN THE MUL O 4 Archor��3.5'Mlrt o.C./21�5 A�ryle c7ipa/ffb•2Y 7eo wc 7su wa 790�m ts�o ibn 25251bs 5�0� 5eo ibs run t t2o im 7+e ita eeo im ieo2 ma ee2it ees i� i�zo ros CAPACITY(FROM THE TABLE)OF THE SELECTED BArrohore�271•Mino.C.l(21�5AnplofYms/(Fb7k �12016s 7120105 95b�Es 7248�Gs 7]3��f WA Blolbs WA 1a59Ibs wA 1320I0.� WA tP�xlDs t32Tins t6BODs MULLION.ITWRLYIEIDAMWIMUMANCHOR CAPACITY WHICH MAY HE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANqiOR CAPACITY TABLE. YR(ia�UCf 2EV15ED aa can,plying with Ihe wlotidi FIGURE 1: Ruilding Calc . TABLE NOTES: Accept�ceNo�rv'�18.03 �� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USWG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. piislim DaEe �D Ii� SEE SHEETS 2�FOR GENERAL INSTALLATfON METHODS. ey Mi Dade Produel 2J LINEAR INTERPOLATION HEfWEEN MULL LENGTHS ANO/OR OPENHdG WIDTHS IS ALLOWABLE. ��i���;�I� FIGURE 2: 3)MULLIONANDMULLIONCLIPSSHOWNARENOTTOSCALE.FOREXACTDIMENSIONS,SEESHEETS21-23. '12� ����jc��,� •� •n���lF��� � � � � HOLES TO BE DRILLED W THE FIELD FOLLOW ING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEfS 27-23. �. ��� '���F.IdSr ' � �� FIGURES SHOW SUGG6TED.APPROXIMATE HOLE LOCATIONS. ` ,;'i . 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 I C A T I O N S.H O LLOW AND GROUT•FILLED 3_Z50� p�o.;i8105 FIGURE 3: ONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED .///' ^ � � � � YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE BOGi�T5/WD BE A MWIMUM OF.125' ��J�/` �� �,6 � �r= THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND.045'THICK(18 GAUGE).STRUCTURAI.STEEL TO BE AT 30�gqY � f� �Af�lpf :1�1� �� LEAST 125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOIJO MULLIDN ��n��•..Fl.nRi04;•� (J\� T H E M A T E R I A L.N 1 0&q 7 2 A N C H O R S I N T O W O O D M A Y B E S T E E L,1&8 S.S.OR470 S.S. .. .• c��� ��'%,;�/OPII•\�.-�•�• ANGLE IX.IP(FtGURES 7�)MUST BE USED IN PAIRS. A.LYfVN MIL'L�R,P.E. FL P.E.#58705 - TABLE 16A �� � Mullion Ca �o Table beMl� ���� � OpeningWidth(far�eNcaiysperrirgm�Giau)orOponlnpHelght(fnrinrlm�iea�spamirgmUGons) ��'C � r,pN Bph 701n BDin BOIn 100In 1201n 7�OIn 1BOb p RedwWler haP�itlae9� ReNenguler haM�enO. Reclen9ular TfeARdm�B. R�mnp�lar TrepRdenB. Rectapulm TraplTAmg. RaoterpWer Tr�JTdefW. Rec�enqler TreNTdenO- Rectenpdar T�ap/ftlen4 Retten�ular TrePRAen9. �.�y � 7.26"46 lneano weane loean0 lm�nu l.om9na Loasr�g l.oeang lm6np l.oemw lnaang Lwaoe Loamnp l.oedare lnHsnB I.aaaw Loeans tnodiro tmdn9 Y OEO.AL � . a �,_ �O' �„ • BAYMULL � �� � �� � � ^ �^ � �^ � � g � � � �� � .m � �� � �� � �� � �� � �� s �� � �� � �� � �� � �� � �� � �� � �� a �� � � �� �� �� �a �� �� �� �� �� �� �� �� �� �� �� �� ��. �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �g o �N� � 121n 17Q0 �0 170.� �95 1T0,0 7M 170.0 �78 770.0 BBB 170.D 608 170.0 B� 170.0 S10 17Q0 11f8 170� 521 170.0 721a 17�.0 S21 170.0 140D 170D 521 t70.0 7775 170.0 521 180.3 187f 170D 621 � W IBY� 770.0 708 170.0 67A 7T0.0 B50 170.0 58{ 1T0.0 �! 170.0 QO 170.0 71�7 170.0 M1el 770.0 1275 170.0 W7 170.0 iN7 170.0 880 183.7 1831 170.0 660 1�0.7 1837 i70.0 BEO 1t2E 1637 170.0 880 � 2 fi0.B251n 17LL0 7�7 170A 507 170.0 B78 170.0 831 170.0 1018 I70L 8&/ 170.0 NBS 170.0 7Zi 77Q0 1315 1T0,0 717 170.0 148/ 170.0 75B 147.7 1662 170.0 75B 1�.1 t55Z 170.0 75B 71Q� 7551 770.0 739 W �$ � Slin 170.0 7B7 170.0 B12 t70.D 95B 170.0 B91 1740 1f10 170.0 761 170.0 tY76 170.0 BIXi 1740 1�7{ 170.0 877 155R f155 170.0 858 128,3 1�55 170.0 EB1 170.0 1�55 170.0 E81 W.O 1165 170.0 B81 LD 0 f' c7 BOIn 170.0 885 770.0 70f 170.0 1083 170.0 7W 77d0 17A0 170.0 878 197.1 1308 170.0 B�4 198.7 1708 170.0 BOB 175] 1908 187.5 BB� 1W.B 1309 157.1 B8Y &9.6 1308 167.1 BB2 7Bb' 1JOB 16T.1 BB2 H � � J J aitn 170.0 B30 170,0 7�5 170.0 1NB 170.0 850 184.9 72O 170.0 810 1125 1217 184.5 BE7 120.7 12N 1529 889 I1�D I24T 1M.7 852 85.0 12�7 178.2 83B 91A 1217 135.7 �035 71.3 12q 175.7 835 W > EBN 170.0 47/ 770.0 70B 170A NBY 770.0 B03 fl8A H80 1017 885 f2B9 1480 147.Y 0/5 116A H80 17fl5 82d f03b HBU 128.1 81� EB.B flY0 71&5 CBO T�.2 1180 11E.1 B87 6{.B I1B0 5181 807 Z V1$ � '� J � S721n 181.E 10f0 168.8 677 73A.7 10f0 tU.e B58 NSA 1010 R7.2 812 101•0 1010 111.T B2B E&8 1010 1DS6 617 L0.0 1010 09.Y 807 07.0 1010 80B 7A5 57.T 1%0 87.B 7B0 SOS 1010 E7.7 7Ei � -� � 7B N 137A 806 743.E 782 174.5 ODB 1720 775 B&1 008 107.1 781 BS.B 908 782 7�9 7&3 808 6B2 T56 ES.T 8DB B27 728 57.7 e0B T1.7 71B �0.7 ODB 7f.2 710 /28 BOB 70.E 706 � �o z � � � 7BN 141.1 B81 134.5 75i tOS.B BBt 1125 770 90E 001 86A 725 7B.I 881 8E.5 713 70.8 681 BI.O 703 87A 881 75A 89{ 530 BB1 86.t O61 t5.1 801 81.5 B75 SA7 A81 Gf.7 W2 Q m z N O BOIn 82.7 8/8 B6A 571 88.0 848 721 561 59.1 818 62.8 551 51.7 BM 50.1 515 {0.0 610 60.8 637 �1.1 &6 �7.0 530 3lS 818 {1.5 51B 2AS 61B 38.2 511 25.0 81E 70.6 507 98N BB.Y 98E 70.1 508 SB.B S6B 5D.1 IOD IB.7 588 51A �91 �2.8 588 /5.8 IE3 37.8 Sfi8 41.4 �70 71.1 56B 9b.1 4T0 2E,4 5BB 33A �50 2/.3 5B8 30.5 �52 21.3 5BB 28.7 417 N W� �080 109h 17.9 41B 10.8 105 3H.6 M8 411 SBB 3/.2 41B 3+.7 �97 2B.B M9 31.T 7W 7d6 ��B 2BB J82 9.B MB 2&1 377 10.0 MY 71.7 760 17.1 MB 20A 7B1 16.0 140 18.8 35B �" 1HIn M.f IYS IS.O 3E5 38.8 125 379 378 31.5 125 72B 773 11.9 125 2B.1 3BT 245 �25 28.2 7& a.1 �25 24.0 358 18.1 �25 7D.7 550 15.8 �S 7B.E 3{3 Y Y F p fD tA 120In 3/.9 36{ 35.5 331 29.7 38{ 29.8 326 2�.Y 3E4 25.8 321 Z1.8 361 Y2E 317 18.4 384 245 313 17A 761 18.T 309 Q..� Q O O 114In 402 453 2Q1 233 1BA 253 17.1 290 ga�g �'O Y.O €�°'.� TABLE 16B ANCHOR CAPAGITY ADJUSTMENT FORMULA: -t� � �'x AnchorCa ac Tabla Ibe ANCHORCAP.,,,,,,v, g a� sueshaie� 27kCawrete 7.5kCaw. Nooav� FeeAtlAU PTWood Metai (�P,,,,)7(( )=ANCHORCAP..,o 916'Eko UP9SEIw 5118'Elw 111'88Eka pl08leel Af181ee1 N72Stetl MULLIONCAP.,,�,,.,,, Anc�orCllp Patteme RiahorTy� ��P EkoU4acon t�4•Eroo uitrecm uiu�� 3H8'Eko Ultrecon 1N•Eico Uniecm ��s� �,�coo npyrecoior s�rewtas�suow(cs� saew(ct�) USE 7HIS FORMULA TO OBTAIN THE'ANCHOR eaw asurce(+nk �' Z-�n' �' z-irz' r�re' r Za2' r z•�n' 2' 3-11a' 7 448' 0.5e' D.324• CqPACITY REQUIREO"CARRESPONDING TO AN E,,,peyr,em�n, �.yr ty�• �air wra• r f-+rr t-v�• +-ua• �aw• i-vr taro� s• ia�a �•�re• �enes AC7UAL PRESSURE REQUIREMENT FORTHE znncnore�5�heno.c.ra)usa�aa+w��h.�i ��s 3eo�ea <wus esnws trmms obs seo�s as�w> »owa a»iss rmroa ee6rea a��ms ��sm% seoros OPENWG,WHENITISLOWER7HAN7HEMULLION a�rcnao�as•ntia o.a�R)�saqie ans��b 2Y ��� 7eons �eo�s �B�o m' Zsas im s4o e' sso m� wn nx�e� �4e im eeo ibs teaz ies ee2 ms B85 i�e 11xo ms CAPACITY(FROM THE TABLE)OF THE SFlECTED • 6Arcrne�2.7t•A9rt0.C,IR1715MmeOWs/ .3x 7t2o�Gs 1710iw 95aW u�etw Y25�ms rUn e40ms Wa to591Ce 19A 1710�Ga Wn taams i7t7ms taeoms MULLION.ITWILLYIELDAMINIMUMANCHOR CAPACITY WHICNMAY BE USm TO�UALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. PI20iJUCl'REVISED as complyins�vith Cw FIO�im FIGURE 1: TAeLE NOTES' ftuitding Code n�aM�,�t.ro 16•oZ18.o3 � � 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABL6 ANO SHEET25 FOR INFORMATION ON LOAUING. En i�wlonDax ZO'ZI SEE SHEEfS 2-4 FOR GENERAL INSTALLAT(ON METHOD9. p 2)LINEAR WTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING W IDTFIS IS ALLOWABLE. - Mtem lmduct FIGURE 2; 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR F�(ACT DIMENSIONS,SEE SHEEfS 21-23. ����`y\YNA!/�������� � � � � HOLES TO BE DRILLED IN 7HE FIELD FOLLOWING DIMENSIONAL RE57RICTIONS SHOWN ON 9HEE7821-23. 12S -45°- �\�;� •• • {���� ' FIGUR6 SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ` ��:•��G�NRg � � � 4J SUBSTRATES:CANCRETE SHALL CANFORM TO ACI 301 SPEGFICATIONS.HOLLOW AND OROUi-FILLC-0 3250' Np 5h'�= _ FIOURE 3: CONCRETE BLOCK UNR(CMU)SHALL CONFORM TO A9TM G90.WOOD SHN.L BE PRESSURE-TREATED - � _ � � � � YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MPIIMUM OF.725' �,�'•,a. � $ �� ;'��j'= �� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).3TRUCTURALSTEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHOR81NT0 METAL SHALL EXTEND AT LEIIST 3 SCREW THREADS BEYOND MULUON %'T� g P,l L-O� ,' ��'`: THE MATE}21AL#10&ti12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S OR 410 S.S. P,•� � ',n�c� r�.omv `�Ci` ANGLE CLIP(FIGURES 1-3)MUST 6E USED IN PAIRS. ��i�i�.S�().�!p�-t � A.LYNrv��yU��QR;b.E. FL P.E.#58705 I-7.00O,y h--1.25D'�I �� . � --1 1.000' � --1 1.000' '-- y�A " .i S � ��^� I--,.266�-•-I �� o --{ 1.000' `" "I 1'000' �-- � _ .125" � �a� � � .�ze• �x � 2,750' 72S 3.125' '-.125' 3.188' �+ 2.760' 1�, 725' 125' N 2000' 2�0' Y.116° I .265' I g� m L .125" L .375" .375' '�� .5�• i 125° O 61N x F ( -f -f -T T .�00• T � _ 1'X2'X 125'MULLWN 1'X2'J(.375'MULLION 7'X2.75X.375'MULLION 1'%2,75'X.B50'MULLION 1'X3.125'X.5'MULLION 4.25'X3.188'X.265'MULLION 1.2fi'X2.11'X.125'MULLION � BO61T6ALUM. 8063-T6AlUM fi083-TB/VLUM. 6083-T6ALUTA 8083•T6ALUM. 8063•T6ALUM. 6083�TBAlUM. g Q a� � XSEC710N X-SECTION %SECTION XSECTION X-SECTION %SEC7ION X•SECTION m uJ o 0 � Z � � '�{�--.125' ��- 125' --'1 I�12S � � j I TABLE A Z W� � � � � � � I 2X6ANGLECLIP � $TpNDARO CLIP Dimendon Value Qn) For Mulllon: � � �� 8083 T8 ALUM. 27�, 6083T6 ALUM. � ❑B � W 2.000' I I XSECTION Z X•SECTION �,��� 2.OU0' A 1.625 J d � � �6083-TB ALUM. I .126" B 2854 1'X2'X 125' I- U `"' � .125' X-SECTION I Aluminum z Q rn 'o L C 0.895 Tube Mulllon Q Z Z � o D 0.740 N Q� pio a� .�2s^rI @ I ZH a d � --I.740"I-� B 2 4 0 4 1'X2'X.375' � � Y Y 5.500'- Aluminum � � tq tp Ct1rHFRETO -376" 5.o 0 D' C 0.835 �gMWllon U � Q �S � .376" 3.1 2 5'-� CREATE F-CLIP.SEE MIN. � �- �--. � �.0 MIN. � DE7AILF,SHEET4 �I� .375'MIN. A ��8� �$ Z�'O� r--------t r--------i --------------------- 8 3.000 1"X2.76°°X e � � �d' .R' i i I i I A A I U-0LIP A F---- ----� y o L_ _____J L_______J . 6063•T6ALUM. `- -------------------' 2X5ANGLECLIP C 0,757 .376AIUI1111IUIn TOPNEW _ 6063�T6 ALUM. D 7.118 h�MUlliotl � TOPVIEW � �� SiANDARD CLIP CENTER OF/WCHOR HOLE UUST LIE WIiHIN THE E .45i1 Mill. 6063-T6 ALUM DASHED BOUNDARY.SEE SHEETS 5�17 W R TME CENTEROFIWCHORHOLEMUSTLIE TOPVIEW CENTEROFANCHOR ANCHORO.C,DISTANCE.MAXIMUMANCHOR A �.3�2 1'X2.75'X WITHINTHEDISHEDBWNDARY.SEE HOLEMUSTL� HOLEDIAMETERANCHOR�IAMETER+tl16'. B 3,000 ,850' SHEETS 5-17 FOR THE ANCHORO.C. WITHIN THE DASNED DISTANCEMAXIMUMANCHORHOLE BOUNDARY.SEE C 0.478 Alumfnum DIAMETERANCHORDIM7EiER�1li6', SHEETS5-17FORTHE D 0.838 TUbBMUTAWI nr+cHORo.c. TABLE B DISTANCE.MINXIMUM PGTPBIt// A 2'� .PRO�UCTRLVLS�D 1'X3.125'X ANCHORHOLE MuIlDlmonslon(eheet#) s 2.637 nawmplru'y w8h0aF1eIAy 5,500' --{ .376' olnrn�r�rt:nr+cHOR Mulilon SW.CIIp OlfsetClip U-Clip AnglaClip .506'Alum euad�n$cuae .375• I MIN. o1M1E7ER.1Ns• C 0.883 �6e Mu11 n�ceptaucctao t!o-021$.D3 MIN. 1„X7'X.12S'(5) 66G05 868113M 6661118M 668243M 868511M D 1.137 pi�e�' �e /jD2! ---- --_----i------------- , 1"X2"X.375'(6) 686D06 668114M 6881178M 886244M 686512M A 2.625 uy j j 7"X2.75"X.375'('7) 66607 666115M 8881120M 666245M 668513M B 3.� �.25"X3.188' Mim OndoProd�M X 285'Alum � � B 1"X2.75"X.85D"(B) 6G600 666116M 6661'121M 666246M 666514M p ��� TubeMull \\\'�`\y�l'NDIh;�����, � ---�--- � � 1"X3.12S X.500"(9) 66637M 6681116M 6661114M 688242M 866515M � ' P : 1.28'X2.77° `��. `�c,LhlS�' . ; � , i i I i i 1.28'X3.188"X.263'(12) 66641M 688t117M 6667113M 666241M 6685i8M A 1.813 .721"Alum � `��': -Y ' �. -----� i ` ---- � , --J 1.28'X2.11"X.125"(18) 69370 WA WA WA 868577M lUbe Mull _'i•;: N�.58'!�•� � � � :,Q. ', A��== C OFFSETCLIP NOTES: � L� � L��-' 725' 6083-T6ALUM. �_i>'. � : IF�_- i 70PVIEW �)HOLES 70 BE DRILLED IN 7HE FIELD FOLLOWINO DIMENSIONAL RES7RIC710NS GNEtJ ON THIS SHEEf. ;���'•. `'�A�� ' �;` .740' �_ I _, : /.` '• FIORWP• �C�� _r'� � 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMA7E HOLE LOCA710NS&ANCHOR O.C.DISTANCE. ��'�C`��SIC 1 �-��`�` 3)SEE SHEETS 2-4 FOR GENQ2AL iNSTALLA7I0N METHODS. A.L``'/NMiI�I�.�FfZ;�.E. , FL P.E.#58705 --� �.000• I- --� �.aoo. � �.osz•--�� 1 'E a���� .�• � •Q�,J � '�^��.125" -�1 F"_'.125" �'��' � I � o .a82'� �n� � .438' I � 4.000" •�Zs STANDARDCLIP Z�25• � 2XSANGLECLIP s� d q,ppp+ 4.000' 26�r. 2.000' 806ST8ALUM. I ���P 2,000' BpgyTBALUM. XSECTION .125" � I BOB3-T6ALUM. XSECTION ,�25• N 125' X-SECTION ffi 5 m � .125' .125' z ,�N� � 031" � � 725' � � CENTER OF ANCHOR HOLE MUST L�WITHIN THE .125 T �ASHFDBOUNDARY SEESHEEfSS20FORTF� J W .375' '��� -375' pNCHOR O.C.DISTANCE.MAXIMUMANCHOR � R=� N � � �T HOLE DIAMETFR:ANCHOR DIAMETER+1HG ' m m o° O I N 1'X4'X.725' 1'X4'X.376' 1'X4'X.375' S.600' 5.000' � Z m � MULLION MULLION 'T'-MULLION CUTHERETO 375, 375' F Q cO � 6W3T6ALUM. 6083T6ALUM. 6083•TBALUM. 3Tg+ 3.725'-^�_CREATEF-CLIP,SEE Y MIN. ,� � j X-SECTION X-SECTION X S E C T I O N MIN. � �ETAIIF.SHEET4 � .375' Z W� �' •� 7.250' r-------� � r------�� - CENTFROF �--------- ----------� .375' � ��€ �i I I I 1 I qNCHOR HOIE j � MIN. � 0� W 1250' 1.250' l I I 1 � MUST LIE N7T}UN 1 I J a Z � 1 I I I THE D/SHED � I a J � r I I I 1 j F HOUNDARY.SEE j j z O Q 01 p � __a l SHEETS 620 FOR � I 2.875' � - � I � --- I � .THEANCHORO.C. F T--------i � � ZQ'm�z�o�o I I I 1 F DISTANCE. 3.94" I I i � � I MAXIMUM � � � Z�+ S 3.250' 3250' I i I I ANCHOR HOLE I � � Y Y I I � I I I DWMETEH: � J ? (A .�OO� � .�OO� .�OO� L ______J L-____-_J ANCHOR L___________________�_� U � Q 7 � I DIAMETER*f/16'. Q g Z O O .100' 624' E ` STANDARD CLIP U-CLIP 2X5 ANOLE CLIP �� �'O� �_a �_ 8083-T6 ALUM. . � .� �R� � CENTEROFANCHORHOLEMUSTLIE �3'TBALUM. 6083TBALUM. TOPVIEW o (Ti o�;� .-.�{ ,glp^ �.-�� -�I .820' F+-- -�I .820' I^-' WITHIN THE DASHED BOUNOARY.SEE TOPVIEVJ 70PVIEW 125'X 3,25'X.100' 1.25'X 3,25'X.024' 726"X 9.84'X.624" 3HEET8 5-20 FOR THEANCHOR O.C. TABLE C TABLE C,CONT_ MULLION MULLION MULUON DISTANCE.MAXiMUM ANCHOR HOIE 6lm�n�lon Valu�(In)For Mulllon: Dlmenslon Value(In) For Mulllon: 0 WAIETER=ANCHOR�IAMETER+tN6' 6005-TSALUM. G065-TSALl1M. 6W5-T6ALUM. 3.68 ) F 1.B3B �.25'X325" X-SECTlON XSECTION %SECTION G 1.000 125' G 0.500 �X.B24' 5.500" H 2� a�{^� H �1.438 Aiumlmmt r 3.469` � I 3.000 Tuba Mufllon • 1 325U 1Ube MUIIWn 2.687' I /'� �26• .375' .375' F �187 1'XA'% F 2.625 1.25'X3.B4' I 1.877" MIN. G 0.757 .315 G 1.126 X.824' 1.37T� 125' `Y � � r--- ---� �-------� FI 2q30 Aluninum H 7.500 Aluminum ��-r,�UCCREVISCD � i � I I 3.000 Tube 8'T' I 3250 NDe MUllbn ss comp1ying with We Flerid� � I I I � F 2260 1.7b'X3.25' F 2b1$ 30•Be Mull DuildingCode i i i i i I fo-o218.03 p p,�r�p X,�pp� F 2.875 45•Ba Mull AcmplmiccNo .725" � I I I I I I H 1.600 Aluninum E p1f°"°1�c Z�I .125' .A5°-�j-� 2.250' I i I I i � 1 3250 T�baMullkn py °( 30' � i I I � H i MI Dedo�mdutt � � � ' � TABLE D 45'BAYMUUION I 3250' � ------J � ----J 30•BAYMULUON a2�-Boo&TBALUAL �- � � �- - � MUIl0lmension PciPorld ����� 1YNN,M/�����i 8081T8ALUM I %-SECTION I (�eettl) MUlllon bld.Cllp OtteelCllp U-0Ilp MgleCllp `���aoN�`�tiNSF�C��� /�i X•SECTION � 1•X4'X.12S(10) 89381 888111M 688172ZM 868241M 868518M � �, v G OFFSETCLIP '�' % I .125' - � G063T6ALUM. 1'X4'X.37S(17) 66810 666112M 6687123M 666242M G6851BM _'1,�',' r(}105 ' � TOP�nEW 7'X4'%.375"T I17) 668.53 668H2M E681123M 688242M 886518M �• ido.� .228'�{-�.987^� 228' 4+.98Y� .740° - , '- CY- NOTES: E 1.2EX3.25'X.100'(13) TA180 8881727M 6681124M fi8624fOM 888S115M _ '�' (� �l� : ul-' 72b'X3.25'%.624'(76) 20181 8881�28M 8861725M 6682411M 8685116M ' Q •, I.� :•CV� 1j HOLES TO BE DRILIED W TNE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. f.26'X3.B0'X.824'(15) 20162 8681717M 8881728M 866241M 688517M �`A • 5`�C�� ' �� \` 2)SEE SHEETS S20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 90 Deyroo(1B) 86648 WA WA WA 6665110M ��'�'CCSS!������!\���' q5 pcgroo(20) 65850 WA WA WA 6665111M i� /� � 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEfHODS. A.LYN�����kR��.E. FL P. . 5BT05 ( 7A6LE E � � Mull D{me�aton _.�. PGT Part� ._ � � ����� � (sfteet#) Mu{Ilon Std.Citp U-Cllp Angle Ci1p ( 'j�1zs � "'�� "-S7�` --{f.-.125' g���`� 2"X4"X.2S"(18) 06802 668201M 888271M 8665112M ��d�o 2"X6"X.25"{f7) 66504 88S282M fif6272M &665113M � S7ANOAROctiP � U•c��P � 2x5AN4LEcup o�"� ,��, 60�-T�At.UM. 8961T8AU}M. 8083T8ALGM. o= � 2.000' XSECTION 2•i2`�° � XSECTlt7N 2,000" XSECTION �'' ON TES: I I N 1}HOLES T4 SE OR1Ll.ED[N 7f{E�IELD FQLt_OWINC� .125' ,125' 125' [!I OtMENSSONAL RESTRiCSfONS GNEN ON Ttit3 SHEE7, O �t�`t � 2)SEE SHEEI'S S20 FOFt SUGGBuTFD,APPR4XIMATE � � HOLE LOCATIONS. �1.490'---� 3)SEE SMEETS&4 FQR GENERAL IN57ALlATlON MEiHOQS. ��490• J W 5.500'- ' � � cuT n�rte ro � U �$ � 2.OpD' .375' 9.500' � {. CREATE FCL1P .375' �5.000"�.375" W� � o O SEE�EfA1L F. Y MIN. �,' M ~ MW. ��StiEE74 MSN. .375' � � � � � Z 5 r-------- ------ ---�--"� -- -- - � � x -----------"- � � i �------- 1 Z IAJ� I i i I i �€ � :W t � i � � � A.000' I I ( 1 i � �� e- y. .250' � "�-- --- --�- 3.438' �e �I - 3.438" �e �--------j F fJ Q O`f 2•X4'X.25' I � � I Z � N � kIULI.ION � � ( $.438° 1 I F Z � 6063•T6ALUM. i i ( i I � �" �p�� XSECTION I E I � � � .375 �� B L -_�'__ _'��___ �`___"J -_ '_ � I -------___--------� MIN. W O Y � fA tq �- STANDARDCLIP 2X5ANGI.ECLiP U � Q � � CENTEROFANCHORHOLEMUSTLIE OOB3�7qALUM. �UP,60G3d8ALUM. Q � O Q SEl'a FOR2'X 4"AIULLION,SNEETIB CENTER OF ANCHOR HOLE MUST LIE 6063-78ALUTA. 'd" Z f!) (p •z�` WITHINiHEpASHEDBOUNOARY.SEE TOPVIEW TOPVIEW WITHINTHEpqSHEDBpUNDAftY.5EE TOPVIEW �� mOmy�,Q SNEEfS 5�20 FOft 7}i£ANGHOft O.C. SNEETS�a2A F9R THE ANCHOR Q.C. -� ,� �� .� . DtSTANGE,MAXtMUM ANCHOR NOLE CEN7ER 4F AHCtiOR H4LE MUS7 LtE DISiANCE MJUCRIUMRNCtiOR MOIE � o"� -� DIAMETER:ANCHOR DIAMETER+U18'. -WITH W 7HE DASHED BOUNDMY SE£ DIAMETER:ANCHOR DIAMEfER+1/1B'. SHEETS 64�FOR THE ANCHOR O.C. 6,r�pp• DISTANCB.MAXIMUM AtJCHOR NOLE IXttHERETO 6IAME7ERANCNQR6IAMETER+t11G t---2.000"--I .375' 3.546'- CR�+�F-p.�P� 5.400° � SEE DETNL F, '37$� .375 MIN. r-SHEET4 MIN. �k MIN. .375• r------- --- ---------� -- -- ii r---------------------i i i i i i i i � ; I � � !n(;�UCTBLVISGD 1 � � na<ornptving wifh tha FCarlht i i � � i i �a�ut,tcar�Cod�{b-O"j,18.113 ; I ; � i i n�mrm�n�� 2021 .z5o. a000° � -',--- --r-- I -��_ a.ssa• ' �� : s.aae- � +--------i M� +Moa�r. i I i 5.438 I 5.A38' �ilitl�/, i i � i i `•��,�,qN� .:.'. ,hoif����i 2'xe�X.25' � � z � � � ; z� 1tce,vs;'•;F,A '� MULLION � � i � � �' BOBa�T6ALUM. � I I I I j ' • IJo.58705 • X•BECTION i i ; � i .375" ry ` Jt �- �- -------� Mnd. �_t} .. 1/t* [ �:,= .:. . ----- -- ---. � __ __ L-----------^-- l�c) � �^' � V~ =�:)' Sl CUF ' <! L_ • �' '�.!'[OR.qP... �,,� S7ANDAftOCLiP U�CLtP ?X5ANGlECLSP �i�1� • ��� 250' B 7�P VIEVJ� USEp FOR 2`X 8"rMULLION.SHEET 17 �ppVlEyy�� ',/��/lJ��lt�il���1' 7DPviavw A.LY�IN�v1ILLER,P.E FL P.E.#58705 I' J , l EXAMPLE 7•SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SI�ES THE WIN�OW FRAME DEPTH IS 2-1/9'iHE OPENING REQUIRES A DESIGN PRESSURE OF+80.OF80.0 P3F. � � - 1)INITIALLYASSUMING THAT A 7'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING N7DTH IS 32'+32+1"�5'REFERFNCING SHEET 25,THE COLUMN USING °���^ NOIWCHORS IN HFAD RECTANGUUIR LOADING MUST BE USED.SCAN TH6 MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1f4'AND WILL MEET OR EXCEED THE RE�UIRED ��b� i �ESIGN PRESSURE OF+�.0%80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE TNE NIX7 LARGER SIZE AVAIV�BLE. ��x�' a ��� ° �SEe SeE FROM TA9LE 3A.SHEEf 7,THE 7"X 2.75 X.375'61ULLION�LENGTH=72',OPEN WG WIDTH=70')MEETS THE DEPhI REQUIRED,HOWE�/ER THE DESIGN PRESSURE 1S+/-88.3 PSF AND WOULD � FENESTRATION D�nnS. NOT BE SUITABLE FOR THIS APPUCATION. a�` � PRODUCI'S SHEETS �z � �' awKtovnf.\ 23 FROM TABLE 4A,SHEET 8,THE 1'X 2.T5'X.850'MULLION(LENOTH=72'.OPENINO WIDTH=70')HAS A DESIGN PRESSURE OF+h72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE � LL �q- OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REOUIRED OF 636 L&S. N MULLION E m ��ein � 4 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOP THE WOOD SUBSTRATE.BOTH THE STAtmARD CLIP WITH(4)ii12 ANCF�RS/W D THE 2X5 ANGLE CLIPS WITH(4)q12 ANCHORS HAVE A CAPACITY OF 685 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL Z �N� N �/ SEE oeiwi.s, 3)VERIFYTHE DESIGN PRESSURE OF THE FENESTM110N PRODUCTS USED WITH THIS MULLION SYSiEM.THE LOVYER DESIGN PRESSURE,OF MU WONS OR FENESTRATION PRODUCTS,WILL � W SHEEfS qPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND TIiE FENESTRATION PRODUCT 9E INSTALLED INACCORDANCE NflTH THE ' _ �--2'3 lNSTALIATION SPEGFICATIONS INTO RESPECTIVE SUBSTR47ESAND FENESTRATION PRODUCTS TO MUi-LION. � �� N IN THIS EXAh�LE,THE DESIGN PRESSURE REQUIRED WAS r!-6Q0 PSF THE OVERALL MULLION SYSTEM WAS DEfERMiNED TO BE 72.7 PSF WITH PN M1GiOR CAPACIT/OF 838 LBS ALTERNATIVELY, W o� � NO ANCHONS IN W�NDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USm TO CALCUTATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: � � N �3T�� MULL WIOTH 838 LBS J �2 (60 PSF)X( )=524.9 LBS (MAY BE USED TO�UALIFY tF 10 STEEL SCREWS FROM TABLE 4B) � ] ��---oveNlrucwroni 72.7PSF Z � m � THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER/WD SILL THE WWDOW FRAME DEPTH IS 2-3l8"7HE OPENINO REQUIRES A � � � �� DESIGN PRESSURE OF+50.0l-55.0 PSF. . � �Z J Q � � FOR THE VERTICAL MULLION: ~ Q N o Z �)INI7IALLY ASSUMING THAT A 7'WIDE�1ULLION IS SUITABIE,THE MUILiON LENGTH IS 3Y+72+7•=705'AND iHE OPENING WIDTH IS 36'+36'+7•=73•.REPERENCINO SHEET Z5, Q Z �THE COUIMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLtON TiAT ISAT LEA5T THE WINOOW FWIME DEPTH OF 23I8'AND WILI N [p� O p MEET OR EXCEED THE REQUIRED DE61GN PRESSURE OF+60.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SRE AVAILABLE. � J� � S E%AMPLE 2:MULTIPLE MULLIONS W d FROM 7ABLE 3A,SHEET 7,THE 1'X 2.75'X.375 MULLION(LENGTH=108',OPENWG WIDTH=80�MEETSTHE DEPTH REQUIRED,HOWEVER THE�ESIGN PRESSURE IS r/-�5:7 PSF a' � � � �tULI WiU7H-ir- pND WOULD NOT BE SURABLE FORTHIS APPLICATION. V a � FROM TABIE 12q SHEET'I6,THE 2'X 4°X.2W'MULLION(LENGTH=108^,OPENINGVNDTH=8D')HAS ADESIGN PRESSURE OF+/-64.7 p5F WHICH EXCEEDS THE REQUIREMENTS a �� Z y N seE FOR THE OPENING AN�MAY BE USED lN THIS APPLICATION.NOTEiHEANCHOR CAPACIN RE�UIRED OF 971'LB3. �� m O s0 DETA7L5, �m� 37� FENESTRATION SH�iS BECAUSE IT IS NOW KNOWN THAT THE MULUON WILL ADD 2°TO THE 4YIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 38'*38'+2'=74',NOT 73'AS PREVIOUSLY � �°��� r� pqO�uct5 ��� ASSUMED.VERIFY7HAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR 7HE AQIUSTEO OPENING.ALTERNATIVELY.THE WINDOW WIDTHS MAY BE REDUCFA TO MAINTAIN APPROVAL \ - THE 79"OIMENSION(35-1/2'+35-1R'+2'=73�, I ' � ' 2)USE TABLE 12B TO FIN�THE ANCHOft TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CANCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED � � CANCRETE HEADER AND SILL ARE B'WIDE.IF THE MULLION CIIP WERE TO BE CENTERED N7THIN THE B',CARE MUST BE TAI�NTO MNNTAIN THE FASTENERS EIX£�ISTPNCE. VERTICAL�r _ 1 MULLION LI ��E � s�E - USING THE STANDARD CLIP WfTH(6)3118'ULTRACON ANCHORS ATAN E�GE DISTANCE OF 2-7f2'GIVES AN/WCHOR CAPACITY OF 5050 LBS NMICH IS GREATFR,AND �E�TM oeTa�s, oEra�e, TM�EFORE SUITABLE,FOR THE REQUIRED ANCHORCAPACIN OF B71 LBS. 6 SHEE7S 2-3 9HEET 3 FOR THE HORIZONTAL MULLIONS: OPENQVO , HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MHTCH THE HORIZONTAL AND VERTICAL MUWONS,ALiERNATIVELY,ANOTHER F� MULLION TYPE CAULD BE CHOSEN. ���N�Z // �/ PRODUCT REVIS6D 1)THE MULLION LENOTH IS 36'AND TH6 OPENING HEIGHT IS 32'i72'+2'=105.REFERENCING SHEET 25,THE COLUMN USINOTRAPE201DAl/iRIAt�GULAR LOADWG MAY BE ��mplyiny wilh Oc Fled� USED.FROM TABLE 12A,SHEET 18,THE Y X 4'X 250'MULLION(@ LENGTH=42",OPENING HEIGHT='120'°)HAS A DEStGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE a����ttP��m��,y 16•OZ!S•03 REOUIREMENTSFORTHEOPENINGANDMAYBEUSEDINTHISAPPLICATION.NOTETHEANCHORCAPACITYf�(lUIREDOF521L85. •p����p�� /102� SEE �ETN�s. 2)USE 7ABLE 12B TO F1ND THE ANCHOR TYPE,ANCHOR OUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By 51tFETS yy�pE,IF7HE MULLION CLIP WERE TO BE CENTERED NATHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASiENEft'3 EDGE DISTANCE.USINGTHE 2X5 ANGLE CLIPS WITH Miam Dode�roduq _ �a (4)3116"UITRACAN ANCHORS ATAN EDOE DISTANCE OF 7'GIVES AN ANCHOR CAPACITY OF bA0 LBS WHICH IS GREATER,AND 7HEREFORE SURABIE,FOR THE REQUIRED 1�����11 ANCHOR CAPACITY OF 521 IBS. ���V��� LY�;���tiJ/i ��/i� s0•,F�OFUZ ��36',HORiz. 4)FOR THE U•CLIP IN THE HORIZONTAI.MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U�CLIP SHOVYS THE ANCHOR �`�c�•'��,\GGNSt�'•�FP % MULL LENGTH MULLLENGiH CAPACITY IS 1074 LBS WHEN 11SING 3 ANCHDRS,WMICH IS GREATER,AND THEREFORE SURABLE,FORTHE REQUIRED ANCHOR CAPAGTY REQUIREMENTOF 621 LBS.THE �OPEMNG WID1N FOR VERi1GLMULL ANCHOR TYPE IS A#12 STEEL SCREW, - '`�' '�`'- . Ido.!i9705 FROM THE ABOVE STEPS,OUR MULLIOtJ�E51GN PRESSURE IS = /� : - +46q,7 PSF FROM THE VERTICAL MULLION; '.•v�"`�� ',Ej..; ��-� +/-�70.0 PSF FROM THE 36'HORIZOM/1L MULLION ATTACHING TO G7U; �-�f'• I( j�U� +/-170.0 PSF FROM THE 36'HORIZONTAL MULLpN ATTACHWGTO THE VERTICAL MULLION(INTERSECTI�. ;(� • S�AfF O� ,J; THELOWESTDESIGNPRESSUREIS+/-64.7PSFANDWOULDAPPLYTOALLOFTiEMULLIONS. ���� '• FLOftl9P'-' {'��� V E R I F Y T H E D E S I G N P R E S S U R E O F T H E F E N E 5 T R A T I O N P R O D U C T S U 9 E D W I T H T H I S M U L L I O N S Y S T E M.T H E L O W E R D E S I G N P R ESSU R E,OF MULLlONS OR FENESTRATION ,�i�s'��n N J�L��t`� PRODUCTS,N7LL APPLY TO THE OVERALL ASSEMBLY FINAI DESIGN PRESSURE RE�UIRES THAT THE BOTH THE MULLION AND THE FENE5TAATION PROOUCT BE INSTALLED IN � ACCARDANCE Wlhl THE INSTALLATION SPECIFICATIDNS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO AIULLION. A.LY�IN MILL�}�,P.E. FL P.E.tF 58705 � r EXM�LES OF RECTAN6ULAR LOAD WG: EXAMPLES OF TRAPEZOIDAL/fRIANGULAR LOADING: �� � � R � ���4! � � �����o PW I PW PW �u�4� � ---- - -- i s2 z J , I � � � � i _ _ N LL SHIOH SWDH SHIDH SW�H � pyy PW � �n 'm F' ^ I Z �N � 4 7 � � � LJ j O W � � � � _ � g �e l� � � / / / oo / � i � m o� O LOADING OF VERTICAL MULLION LOADINO OF VERTICAL MULLION � � � � � � � UJ SILL OF WINDOWS NOTANCHORED WITH INTERSECTING HOWZONTAL MULLIONS � //�� i [� a � � HINGED � J � DOOR �. � _ � � � Z Z m �� � LOADING OF VERTICAL MULLION j �� � � � C� PW � LOADING OF HORI20NTAL MULlION �,pADING OF NORIZONTALMULLION Q � �� � PW �/ - i ~ � Q � O Q Z � �y`..0�0 -- - - � i r�" ew Pw � z� � a � � � Pw � Q (� !� I SHIDH SH/DH � - V O Q �S � 4 SH/DH � SHIOH I Q J Z O O // / � �� �o�.o / - swoH � €a .� Q � / � i / / / / � � y ���� � �/ ,/ ,/ % ,/ 4� LOADING OF VERTICAI MULLION LOAOING OF HORIZONTAL MULLION � SILL OF WINDOWS NOT ANCHORED WITH I�iTERSECTING VERTICAL MULIJON j / PW PW � HR � I � _ __ � LOAOING OF(2)HORIZONTAL MULUONS LOADING OF HORIZONTAL MULlION LOADING DF HORIZONTAL � MULLION 1 - P HINGED PW PW � NOTES: DOOR C'itGi]UCT REV{SED � �s comptying i�ilh Qm Fkatide I 7)ORAWINGSARE [�uildingC.ode � RERESENTATIONS OF TYPICAL AcceMancc No I 03 j PW CONFIGURATIONS. ��^'�� �8 ZO$J I PW CONFIGURATIONSNOTSHOWN 0 i � � � � / / MAY BE EXTRAPOLATm FROM �y�Nn' lioduu � � o o � � � i � � THOSE SHOWN. ' A n j 2)IFTHELOADINGTYPE CANNOT ����`\y GYWN������i� a� �c, I BE DETERMINED,USE `��.Z,�� • .�(�+ �� U V j I � RECTANGULARLOADWO. . �a� ' ��G��1SE� . � PW PW � / • �. . •.iY'� 3jSEEPRODUCT5APPROVALFOR `'� Np,GII7G�� � "-" ""-- j � ACTUALANCHOR�LOCATIONS. ', J LOADINa OF VERTICAL MULLION LOMItJG OF VERTICAL MULLION � � (� � _v�'.�. y� �!b,, r,r!l PANEL OF HINGEO DOOR IS NOT CAPTURED ORANCHORED WITN INTERSECTING HORIZONfAI MULLIONS j `r n"' 1. � SOD ''� Ti7LOF : .�'�• � .�)'•. � \: � i ,�C •�YOZ_UF• (•j:, I �----- � ' • � `i iiS I '1��� � LOADINGOFVERTICAL LOADINGOFHORIZONTAL A�L�%N��I��Ry��`E. - MULLION MUUJON FL P.E.�58705 l Florida�uilding Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs... . � _ _ ^ �j " � � � e • � ' ' • + .. r f'�3��:. ,: � . _- -- BCTS Home � Lo9In � User RegsVa[bn � HotTopics � Su6mit Surcharge � Stats&Fac[s � Publications � FBC 5[aff I BCIS Si[e Map I Links � Search r�. Florida } '�� a Produtt Approval �w,`, � USER:Publk User 01�`i�'�^��u <s , Product Aooroval Menu>Produc[or Aoolicatlon Search>Aoofcatton Lis[>App6cation Detaa • • FL# FL1844-R22 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ,., Product Manufacturer PGT Industries , Address/Phone/Email 1070 Technology Drive Narth Venice,FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@ pgtindustries.com Technical Representative Jens Rosowski � Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrasowski@ pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compiiance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich, PE �� Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.5.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified By 1 of 3 1/19/2017 12:15 PM 1 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs... � + , Product Approval Method Method 1 Option A Date Submitted O5/24/2016 Date Validated OS/25/2016 Date Pending FBC Approval Date Approved OS/30/2016 Summar of Products FL# Model,Number or Name Description 1844.1 HR-210 Aluminum Horizontal Roller Window with Slip-On Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC Certifications 210.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/10/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R22 II HR-21D.pdf pressure,size and anchorage information. Verified By:A. Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-210 Evaluation.odf Created by Independent Third Party: No 1844.2 HR-410 Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC Certificationc 410.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No OB/17/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructioris for design FL1844 R22 II HR-410.odf pressure,size and anchorage information. Verified By:A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-410 Evaluationpdf Created by Independent Third Party: No 1844.3 HR-510 WinGuard Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC CertificationB-HRS10.pdf 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 design FL1844 R22 II HR-S10.pdf I pressure,size and anchorage information. Verified By;A. Lynn Miller,P.E. 58705 Created by Independent Third Party; No � Evaluation Reports FL1844 R22 AE HR-510 Evaluation.odf Created by Independent Third Party: No 1844.4 HR-2710 Premiere Vinyl Horizontal Roller ' Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC CertificationB-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 Instructions for design FL1844 R22 II HR-2710.pdf pressure,size and anchorage information. Verified 8y:A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-2710 Evaluation.pdf Created by Independent Third Party: No i 1844.5 HR-2810 Premiere Vinyl Horizontai Roller I! 2 of 3 1/19/2017 12:15 PM Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDqs... Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC Certification8- HR2810MI.odf 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 design FL1844 R22 II HR-2810.odf pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-2810 Evaluation.odf Created by Independent Third Party: No � 1844.6 HR-5410 EnergyVue Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C GAC Gertification 5410 HR.�df , Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R22 II HR-5410.pdf pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-5410 Evaluation.odf Created by Independent Third Party: No 1844.7 HR-5510 WinGuard Vinyl Horizontal Roller � Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC Certification 5510 HR.pdf � Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/il/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R22 II HR-5510.qdf � pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E. 58705 � , Created by Independent Third Party: No ' Evaluation Reports FLi844 R22 AE HR-5510 Evaluation.pdf Created by Independent Third Party: No sadc Plext Cnnrart I I� ;7601 BLir Stone Rna({,T Il�ha=_see FL 32344 Phon2:ft50-4A7-SR24 The State of Fbrida is an Aq/EEO employer.Coovriah[2007-2013 State of Florida. Privacv S[atement::Accessi6ilicv Statement;:Refvnd S[atement Under Fbrida law,email addresses are public records.If you do not want your e-mail address released in response to a pu6lic-records request,do not send elec[ronic mail to thts entity.Tnstead,mntact the offlce by phone or by trad'Rbnal mail.If you have any ques[ions,please contact 850.487.1395.*Pursuant to Sec['ron 455,275(1),Florida Statutes,effective October 1,2012,licensees Ikensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for offlcial communication with the ficensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can 6e made availa6le to the public.To de[ermine'rf you are a Ikensee under Chapter � 455,ES.,please chck beie. - �, Product APP�aI Accepts: � n eChiak � I , Credit Card. ; Safe 3 of 3 1/19/2017 12:15 PM l .. 2 ANCHORS(g�B"MAX.O.C.IF THE WINOOW BUGK FIEIGHT IS 83 OR LESS. _ 4 ANCHORS @ 4'MAX.O.C.IF THE WINDOW BUCK HEIGHT IS OVER 83' • 19'MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 83'OR LESS. �� 14'MAX.O.C.IF THE WIN�OW BUCK HEIGHT IS OVER 63' — MAX.BUCK WIDTH SEE TABLE 1 MAX.BUCK WI�TH 18'� —+{ � i SHEET 3 S�TAB� � MAX.BUCK WIDTH SEE TABLE'I SHEET 3 MAX.O.C. � � 7z,53' I p C � � D,SEE SHEET 4 MAX.O.C. --- -- - 4• "_ � (� MAX. --- . i O.C. 15.66" � — � � � --L �— � � � M�. � T o.�. MAX.BUCK ' I MAX.BUCK I HEIGHTSEE / � MAX.BUCK / � HEIGHTSEE / / / � TABLE t HEIGHT SEE � TABLE 1 ; A,SEE [� � A TAB C,SEE' � . C A,S� � r V" I pI i SHE 3 X � � SHEET. X 0 iSHE 3 X � X i � — — :� � 1 8'MAX. --�I I�� I�B � MA%. ��--�1 I�— 4 � � 8"MAX �1 N— 8 � 8'MNC. MAX.O.C. 2-718°MAX. 8"MAX. 12-3/4'MAX O.C. ELEVATION FOR TYP.EQUAL LEG/BOX ELEVATION FOR TYP.EQUAL LEG/BOX � �FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, &FLANGE FRAME,XOX CONFIGURATION XO CONFIGURATION,OX SIMIIAR XO CONFIGURATION,OX&XOX SIMILAR MAX.SASH WIDTH=30.36^ � i MAX.FIXED LRE(BUCK YVIDTM-[2 X SASM WIDTH])=5928" � GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT, Tne�+: ; VINYL I-IORIZOIVTAL ROLLER Window Buck Sise Reinf. [�si9n Preswre Certification Width Hei ht Configuration Level + yf (CAR►Number t)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH 7HE 9 ( I P� I'I P REQUIREMENTS OF THE FLORIDA BUILDING CODE. 75" rj¢" �IOX R1 SO.O 50.0 'I90-1044 2J ALL WOOD BUGKS LESS THAN 1-1l2'THICK ARE TO BE CONSIDERED 1X 75" 54" XQ(OX � s$,O lO.O �94-��3 INSTALLA710NS.7X WOOD BUCKS ARE OPTIONAL IF UNI71S WSTALLED - DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTE�AS 2X ARE 1-t12"THIq( ]5" 63" �/OX R3 5�.0 SU.O 'IJO-'I04Y f OR GREATER.'IX AND 2X BUCKS(W HEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TD THE STRUCTURE.WOOD BUCK DESIGN AND 75" 72" XO/OX R4 F7B.O �O.O �JO-�04� � ; INSTALLATIONISTHERESPONSIBILITYOF7}�ENGINEER,(EOR)OR 120' 63" XOX �/4-'I/2-'I/4 � ARCh11TECT OF RECORD,(AOR). � � R3 50.0 50.0 190.1045 � 3)ANCHOR EMBEDMEN7 TO BASE MATERIAL SHALL BE BEYOND WALL 92" 6$" XOX(t!3-1131/3) f DRESSING OR STUCCO.USE ANCHORS OF SUFFlCIENT EMBEDMENT � INSTALLATION ANCHORS SHOIJLD BE SEALED.OVERALL SEALING7FLASFIINCa �ZO" F73' XOX('I/4-'IJ2-'I/4� t STRAtEGY FOR WATER RESISTANCE OP IN3TALLATON SHALL BE DONE 6Y R4 65.0 70.0 190-1073 � 92" 63" �UX(1/3-1131/3) OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4)MN(.'U4'SHIMS ARE RE�UIRE�AT EACH ANCHOR LOCATION WHERE THE -��,i ;; `�����; ' PRODUCT IS NOT PLUSH TD THE SUBSTRA7E.USE SHIMS CAPABLE OF `� �� �' �'�L�� � ' TRANSFERRING APPIJED LOADS.WOOD BUCKS,BY OTHERS,MUST BE ,')`'t ����:,E '\'� ,, SUFFICIENTIY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE �`���. �� � •tt��� ! WINDOW. 7^i �' � = VINYL HR WINDOW FPA(NON-IMPACT) ` 12/13114 - ''•"'`i y " 5)THE ANCHORAGE ME7HODS SHOWN HAVE BEEN DESIGNED TO RESIST7HE ' � - � 'i- WINDIOADS CORRESPONDING TO TF1E REQUIRED DESiGN PRESSURE.TNE ' e - ��~��!'-� 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS o GENERAL NOTES&ELEVATIONS m J ROSOWSKI �� 6�[�I�,s . ��+;' ! PRODUCT.THE t.6 LDAD OURATION FACTOR WAS USED FOR THE EVALUATION � ��'�� �,�+��: : .''='" I OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER � � >" �'� • ;���,;;a� ��=�•� � OISSIMIIARMATER1AlSSHALLMEETTHERE�UIREMENTSOFTHEFLORIDA CERT.OFAUTH.S29298 p '�4 /'•�'` � �'; "� ,`i BUILDINGCODE FOR CORROSIDN RESISTANGE. � �v 'S(�};`•S i'�'; �� ( 1D7UTECHNOLOGYDRIVE q �$ ' �,;,��,,,•,�• � N.VENICE,FL 34275 (949}48D-1600 N HR-5410 ,� NTS, � 1 OF 4 o z FPA-5410.0 �z A'L PNE�MIc�LL�R,P.E. i � � ' TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED 7HROUGH INTEGRAL FIN Anchor SubstraUe Min.Edge Min.Embedment Anchor Subatrete Min.Edge Min. � I Distance Distanee 6nbedment #10 SMS P.T.Southem Pe�e(SG--9.55) 7/16" 1-31 2-1l7'x 131"Common Na�7 p T.Southem Pine(SG=.5S) 9H6' 2-7/16' REINFORCENT TYPE A (steel,18�S.S. Steel,A36 3/B° 0.050" Max.DP of 50,0 or 410 S.S.j Sleel Stud,A853 Gr.33 3/B" 0.0346"(20 Ga. 2-1/2"x 131"Wtr�ahaak Nail P T.Southem Pine(SG=.55) B/16" 2-7/16" Max.DP of 50.0 Aiuminum,8�63 T5 3/B" 0.0713" 14 Oa.) 2.1/2^x.145"Rooting Nall P.T.Sauthem Pine(SG=.55) 9/16" 2-7/16" �� 1 #12 SMS P.T.Southem Phe(SCr0.55) 9/76" 1�3/8" P T.Saithem Pine(SG=.55) 3/4' 1-3l8" (I`/ 11 � steel,18-8 S.S. Steel,A36 3B" 0.050" i�10 SMS Aluminum,6063T5 3/8' 0.0713"(14 Ga.) p � ; ( Steel Stud,A653 Gr 33 3/8" 0.0346"(20 Ga.) (steel,18-8 S.S. or 410 S.S.) or 410 S.S.) Stee!SWd,Gr.33 3I8' 0.0346"(2D Ga.) REINFORCENT 7YPE B i Aluminum,8083-'IS 3/8" 0.0713" 14 Ga. 3/18"Ultracon P.T.Southem Pne(SG=0,55) 7/18" 1318" steel,A36 3l8' 0.050" � (steel) Concrete(min.285 ksi) 1" 13l8" Max.DP of 50.0 Ungmuted CMU,(ASTM C�0) 2-1/Z' �-��4� ANCHOR NOTES: � � P.T.Soufhem Pme(SC�0.55) 7" 13/8" TABLE 4:REINFORCEMENT TYPES i 1/4"UlttaCon Ca0C12te(min_285 k5i) 1" i-3�4", 1)'UNOROUTED CMU'VALUES MAY i BE USED FOR GROUTED CMU Reinforcement j (steel) Ungrouted CMU,(AS7M C-90) 2-1/7' 1-1l4" qppLICATlONS. VBI1t MeeUng REINFORCENT TYPE C Concrete(min.285 ksi 2-1/2" 1-314" Lavel f P.T.Southem Pme SG=D.55) 1" 1�318" Z)PANHEAD,FLATHEADOR (451d85) R2I� n � 1/4"CBtCf'127t Concrete(min.3.35 ksi) 1" �.$�Q" H�HEAD ARE ACCEPTABLE. Rl A D � 4 (410 S.S.) Ungrouted CMU,(ASlTUI C�90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH 70 8E SO THAT R2 A E ; Concrete min.3.35 ksf 2-1/2" 1$�4" A MIN.OF 9 TNREA�S EX7END � 8 E 9 Concrete(min.3.Z75 ksi) 1-1/2" �3/g" BEYOND THE METAL SUBSTRATE. R4 C f REINFORCENT TYPE D � ��4�A88��� P,T.Southem Pme(SG=D.55) 1" 1318" (18�S.S.) Un muted CMU, S'IM CJO 2' 1-1/4" ' U U i � y4"ptp�p. r— —�{ 3I4'NOM. � —�{ 7/8'NOM. � —�►I 7/8•NOM. � h I I REINFORCENT TYPE E E s 1/8"ANNEALED OR 3/16"ANNEALED OR j TEMPERED GLASS TEMPERED GLASS 5/1fi"A/A PVB 5/16'A/A PVB i 1/2"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE -- � i 1/S°ANNEALED OR 3J16"ANNEALED OR 1/8'ANNEALED OR 3/16"ANNEALED OR TEMPERED GLASS TEMPERED GLASS \ 1 TEMPERED GLASS TEMPERED GLASS� REINFORCENT TYPE F i DURASEAL, �URASEAL, i DURASEAL, DURASEAL, � i SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER__ : OR CARDINAL OR CAROINAL OR CARDINAL OR CARDINAL t XL EDGE X�EDGE XL EDGE XL EDGE �--�--�-- � GLAZING TYPES � ,,,, . ,,::,�; � ;�`�.,`c ;��,f,�;S,r- '%.. ; ,.�:. ce-noo oR/ — .. - . ; ( .;;:.: _.;:.�,� � 't �W_791 PVB INTERLAYER MANUFACiURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) ��= ; � SILICONE ' „ 4� 4,`„�5 ,�/� � 1/2'NOM.GLASS ;=VINYLHRWINDOWFPA(NON-IMPACT) � 12/13/14 = � � _ � B��TMP � GLASS/ANCHOR OPTIONS om J ROSOWSKI (, � S � E%TERIOR a' a'� ;�� � O I J�%,:`' a � ; 0 � ;g � �, :���`,:>>- : ,_�: � CERT.OFAUTH.lF29296 � � ^.i1�Y ..� `;��. ` TYP.GLAZING DETAIL 1070 TECHNOLOGY DRIVE N >� -r ;';.';�+`' ( N.VENICE,FL 34275 � < ;, �� . . � , (941)-480-1600 e HR•5410 � NTS N 2 OF 4 o i FPA-5410,0 �z A�Y�.n O6 P E � } � EDGE DISTANCE � � EMBEDMINT � SASH WIDTH FLANGE �----�� INSTALLATION � SHOWN FRAME 10 THROUGH THE INSTAU.ED SHOWN � FRAIdE,INTO I THROUGH iX �j-- EMBEDMENT ' �� _ MEfAL BUqCSTRIP f . nI I OPERABLE EDGE 41 � SASH � __ ��i aSTANCE �_� J _ � � i �, d �� FIXED � � � � � .�, � t � I�r--�L� u� o � � � ' ; �� 0�, ,'��'� ' - I i FIXED ou� 1 o � ���� � \ i LRE �I I�� Q I G S , I FLANGE EXTERIOR � FRAME I�I. EQUAL � SHOWN U �G ` BUCK il � BUCN WIDTN - FfiAME � HE16HT �\ � SHOWN �xr�R�oR " HORIZONTAL SECTION A-A(XO) j a i OPERABLE �ox&xox 5����,R> ; i �SH � I i � a � o INSTALLATION NOTES. i 1)SEE SHEET t FOR SPACiNG REQUIREMENTS. 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND � � SUBSTRATE RE4UIREMENTS. j n I 3)MAX.SHIM THICKNESS TO BE 114°. ! %� � 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES � '/ � � ONLY ANO MAY DIFFER TO MEET DESIGN I � ` r SHOWN RE�UIREMENTS. i L�_ � INSTALLED 5)FIN ANDIOR FLANCE MAY BE REMOVED TO CREATE � i DIRECTLY TO OTHER FRAME TYPES. SUBSTRATE ' f EQUALLEG / � \•�,• '. ;:t; ;� � FFAME �,� rl�� �i�:i;�, .. I SHOWN EMBEDMENT � �"v �r,L.�S,�'"����i' � .-+�,: / �1c ����'� . � � t ; VINYL HR WINDOW FPA(NON-IMPACT) � 12l13/l4 _ " - EUGE DISTANCE s • � +�'�� r ` �FLANGE$EQUAL-LEGlBOX FRAMES �m'� J ROSOWSKI .-� ' �I� lS '!i� VERTICAL SECTION B-B m '° ^� "'"'"�� + CERT.OFAUTH.#29286 a �� ��f� F1-�r�`` �^� ,,'( C1•J. � .J,,,,;��•�, 1070 TECHNOLOGY DRIVE � �o � i N.VENICE,FL 34275 p .. � _ �� . , �`���� i (941}480-1600 �HR-5410 �, NTS m 3 OF 4 o z FPA-5410.0 z z A LYt3J MILLER.P.E. c� �`n P.E.t158705 f �+- EAfiBEOMENT � E�GE J•CHANNE4 '��4.�-' ,,,,��_ OISTANCE FRAM£SHOWN . --- Q __.,_'��_.. — SA9H WIDTH � � _.._,_.__--�-�-•- EDGE�ISTANCE —► � � € i , Ii � � OPERABLE � � � 1 SASH � T i (} INSTALiA71OM � .c-..� ` { II THROUCaM TF1E � ❑rr� I� I� I � INTEGRAL FIN, I I i � � W'f0 METAL � -- _ ' .EMBE�MENT � � �IXED � ��� � ���t / f � � � t f � =�%"-� UTE J� � I � � ��° ���__� � ���� �—�---�� - � , � � o � J-CHANNEL � INTEGRAL � PRAME G���I � � ���� FlN � SHOWN EXTERtOit FRAME j /"J � SHOWN \� r^' � BUCIt HEtGHT EXTERt4R � " —' .... BUCK WIDTH ! ! �I oPEane� HORIZONTAL.SECTION C-C(XO} ' SASH (OX&X�X SIMILAR) � � � � aD _ INSTALLAIIIXJ NQTES: � (`'� � ,�I � 1�SEE Si-tEFf t F4R SPAGNG RE6UlftEMENTS. � I 2)SEE TAB�E(S)ON SMEET 2 FOR ANCHORAGB ANO I I SUBSTRATE RECIUIREMEN7S. ! � � � 3 3)MA?C SHIM TMICKNESS TO BE 1/4", i FlXED NLYAND AAAY biFFER TO M4E p S{�� ��SES , ` � �� � r� U� REGIUIREMEN7S. I � r i � 5)FIN AND/OR FLqNGf MAY BE REMOVEO TO CREATE � " ._`—I,j��� � � � OTtiER FRAME TYFES. , i �' .�. �1'L ���1�-�' FIN : FItAME � �' i �_, SHOWN L_.,_��" � EXTEF210R � tM1'7Et3RRAt `._.—�_,,.___._, i a FIN �}'�� � INSTALlA7iON THROUGFI �,�i,��:� . £ FR0.ME ^ ED�TANCE THE FRAME,INTO METAL `�•�;�,t,:•;; r SNOWN (JAMB SNOWN.HEAD 8 \ ,���° . StLLSIMILAR} �'=G==� --�y EMBEDMENT . ' � , ' - ,+�,' .S: a2�7C.c� ' � � VINYL HR WINOOW FPA(NON-IMPACT) � 12/13/14 - _ k VERTICAL SECTiC3N D-D ��-�`••HANNEL&INTECiRAC FIR!FRAME$om J ROSOWSKi � .y ""f'�L`.. �S `�='=: ' e :f ;L'.t:a `, CERT.OFAUTH.�29236 a a$ . F��.:':�:+`?^_ " , � ��\`; i 1070 TECHM1IOL,CYGY DRIVE ' >�' ; ;r`�` N.VENICE,FL34275 � � _ �� ," ��� ` � (941}4$0-1600 �HFC-5410 ,� NTS z 4 O�4 o z FPA-5410.0 �z A'�-Yp��MI�L�LjQs'p'E' � } `t Florida Building Code Online , https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs... l ,�„., - , - ��'4 o � . . ' i 8 " • p ,_ � s v �:.. --; ..---._. . _ _ - . .. - -�� — BCLS Home � Log In � User Regtstration � HotTopics I Submit Surcharge � Stats&Facts � Publica[ions � FBC 5[aff I BCIS SRe Map � Links � Search'I' Florida �- �� ,$ ProduCt Approval r�, � � USER:Pu61k User , � � �Y�H+�J""' Produc[Anoroval Menu>Product or Aoolication Search>Anolkatlon LJst>AppGwtion DeW� , • ° FL# FL1435-R19 Application Type Revision � Code Version 2014 Application Status Approved *Approved by DBPR.Approvals�by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived � Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext22318 d ruark@ pgtindustries.com Authorized Signature Jens Rosowski j rosowski@ pgti ndustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext21140 jrosowski@ pgti ndustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich, PE ��=� Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I52/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.SZ/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 1 of 3 1/19/2017 11:28 AM 1 � Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param.vvGEVXQwtDqs... ? � Equivalence of Product Standards i Certified By Product Approval Method Method 1 Option A Date Submitted O1/06/2017 Date Validated O1/07/2017 Date Pending FeC Approval � Date Approved O1/09/2017 Summar of Products � FL# Model, Number or Name Description 1435.1 SH -Z00 Aluminum Single Hung Window(Std. Meeting Rail,inc. Pass Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC Certification6-SH2O0.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/16/2019 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-200 pdf pressure,size and anchorage information.The Pass-Thru Verified By:A. Lynn Miller,PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-200 Evaluation.pdf Created by Independent Third Party: No 1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC 190-1003CAR2.odf � Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/08/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-200HD.odf pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-200HD Evaluation.pdf Created by Independent Third Party: No 1435.3 SH -500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC CertificationB-SHSOO.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-SOOc.pdf pressure,size and anchorage information. Verified By.A. Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-SOOc Evaluation.odf Created by Independent Third Party: No 1435.4 SH -800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC SH-S00 Certification.�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-800c.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports � FL1435 R39 AE SH-800c Evaluation.pdf 2 of 3 1/19/2017 11:28 E11VI , � Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs... Created by Independent Third Party: No 1435.5 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC SH-5400 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-5400.pdf pressure,size and anchorage information. Verified 8y:A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-5400 Evaluation.qdf Created by Independent Third Party: No 1435.6 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC SH-5500 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/O1/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 Rl'9 II SH-SSOO.�df pressure,size and anchorage information. Verified By:A. Lynn Mi11er,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-5500 Evaluation.pdf Created by Independent Third Party: No Badc NexY Con[act Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Fbrlda is an AA/EEO employer,Coovriaht 2007-2013 State of Fbrida. Privacv Sta[ement::AccessibiliN Statement :Refund Statement Under Fbrida law,email addresses are public records.If you do not wan[your e-mail address released in response to a public-records request,do not send electronic mail to this entity.7nstead,contact the offlce by phone or by[rad'Rbnal mall.If you have any questbns,please contac[850.487.1395.'Pursuant to Sectbn 455.275(1),Florida Statutes,effective October 1,2012,licensees Ikensed under Chapter 455,F.S.must provide the Departmen[with an emall address if they have one.The emails provided may be used fur official mmmunkatlon with the ticensee.However email addresses are public record.If you do not wish to supply a personal address,please pmvide the Department wRh an email address whkh can be made available to[he public.To de[ermine if you are a licensee under Chapter 455,F.S.,please click here Praduct Approval Accepis: � I�I eClreck � ' Credit Card � Safe 3 of 3 1/19/2017 11:28 AM Max.eucEc wi�ni , MAK BUCK WIDTFI SEE TABLE 1 • SEETABLEi Z8' MAX.BUGK WIDTH --►{ MAl(. � _ � SEE TABLE 1 � � 2B' 12" I O.C. 2'MAX. �Z. � �I �• F� 8,SEE ��•� D,SEE _ -� r+- 4'MAX.O.C. B,SEE Mp� � O.C. � _ SHEET 3 , SHEET 4 SHEET3 A,SEE J� SHEET.3 12'MAX. C,SEE A,SEE � , _L SHEET4 � SF�ET 3 ��' / � / 17.86T MAX.O.C. / / , �_ I �7.86TMN(.O.C. � I / I I � MAX.BUCK I � �- 4'MAX. � � I MASC.BUCK � HEIGHT SEE ' O.C. HEI6HT SEE � MAX.BUCK � TABLE 1 ' T_ T��� - HEIGHTSEE X ' x A i o•rt�nx.o.c. � � TaetF� — / ! — -Lf �_ i I f 13.773'MAX O.C. x- --- � - 10 M' A7C.0.yp. I � i / / -�-"'1 ' / � / A� _ 1 A 13., n3�MAX O.C.° i 1 T s•11Y MAX. 6-12 MAX � D T MAX. -�j r- � B NO ANCHORS AiSILL � B NO ANCHORS AT SILL � I �ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEG FRAME, -� EQUAL-LITE CONFIGURATION � EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMItAR ANCHOR DIMENSI�NS f-0R OTHER CONFIGURATIONSI (COTTAGE SIMILAR) f TABLE 1: Window Buck Size Re1nL �esi9n Prcssure Certlflcatlon � GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Configuratlon ��� + � CAR Number VINYL SINGLE HUNG WINDOW Width Height ( )p (-)pa( ( I � 1)lHIS PRO�UCT HAS BEEN DESIGNED&TESTED TO COMPIY WITH THE �� 63" Equai-lite R4 50.0 70.0 'IJD-'IOZZ � REQUIFiEMENTS OF THE FLORIDABUIIDING CODE �6" sZ^ Equal-lite SFiAPES MAY BE USED BY INSCRIBING THE SHAPE IN � 2)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED iX 36" 6E" Std.ProView R4 SO.O 50.0 , 19D-1027 A BLOCK AND OBTAINING � INS7ALLHTIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY DESIGN PRE3SURES FOR � 36" 67-9/16" Custom Sesh TO SUBSTRATE.WO00 BUCKS DEPICTED AS 2X ARE 1-1Y2'THIpC OR GREATER. THAT BLOd(SIZE FROM 1X AND 2X BUCKS(WhIEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 5Z-1/8" B4' Equal-lite THE TABLE ON THIS SHEET. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ANO INSTALlAT10N IS THE � � RESPONSIBILfTY OF THE ENGINEER,(EOR)OR ARCHRECT OF RECORD,(AOR). 52-1/8" 84" Std.ProV(ew R1 SO.O 50.0 190-1021 3)ANCNOR EMBEDMENT TO BASE MATERIAI SHALL BE BEYOND WALL DRESSING 5Z-1IB" J'I-'I3/'I B' Custom Sash � ORSTUCCO.USEANCHORSOPSUFFICIENTEMBEDMENT.INSTALLR770N 52-1/B° H�{" Equal-lite � ANCHORS SHOULD BE SEALED.OVERAII SE/WNGIPLASHING STRATEGY FOR � WATER RESISTANCE OF INSTALLA710N SHALL BE DONE BY OTHERS AND IS SZ-1/B� �" Std.ProVew R2 65.0 70.0 'I90-�026 � BEYOND THE SCOPE OF THESE INSiRUCTIONS. � 52-1/B" 91-13H8' CustomSash ,., �'•�i�i'''>>��, i 4J MAX 1l4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE ` ' V-!'`�'i.{f�l,`':�,' PRODUCT IS NOT FLUSH TOTNE SUBSTRATE.USE SHIMS CAPABLE OF �`ti:C"� '• j TRANSFERRING APPLIED LOADS.WOOD BUq(S,BY OTHERS,MUST BE - �"'�O� ' � SUFflC1ENTLY ANCHORE�TO RESIST LOADS IMPOSED ON THEM BY THE WINOOW. „ � VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 . " "0�"'`''{ _ j 5)THE ANpiORAGE METHOoS SHOWN HAVE BEEN DESIGNED TO RESIST THE - WINDLDADSCOF2RESPONDINGTOTHEREQUIREDDESIGNPRESSURE.iHE � i � i_ ; 33-1/3°h STRESS INCREASE HAS NOT BEEN USED IN THE OESIGN OF THIS o GENERAL NOTES&ELEVATIONS Sm J ROSOWSKI .�-, • G� (� rS �� , PRODUCT.THE 1.6 LOAD OURATION FACiiDR WAS USED FOR THE EVALUATION OF .. .-„ ' ''.- 5„';'��✓. M ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER � a �`ou. "•�' ��.,,74- ',`y� D IS SIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29288 `-`.- � BUILDING CODE FOR CORROSION RESISTANCE. `�' ;= ':\`S�I(;�V I,t, " '� 1070TECHNOLOGYDRNE � �� ;,,�r . ;,�` j N.VENICE,FL 34275 m ;, . ! (941}480-1600 v SH-5400 y NTS � 1 OF 4 �z FPA-5400.0 �� A��_#��os P E i � S 'r TABLE 2:ANCHpR$INSTALLED THROUGH FRAME TA91.E 3:ANCHORS INS7A4LED THROUGH IN7EGRAL FIN Anchor Su6afrate Min.Edpe Min. ��4� Mln.Edge Mia, Distance E�st6etbnent s°�� DiAance EmDetlmepi #10 9M5 P.T.Southem Pine(SG=U.Sa� ?/18" 1�lB' 2,1/2�x 131"Common Nail (steel,1 B-8 S.3. Sfael,A38 3/8" 0.050" Max.DP of 50.0 P.T.Southem Pinc(S0=.55) 9/16" 2-7/16" ar 414 S_S.? Sieei Siud.A953 Gr.33 318" 0.0349"(2Q Ga.} 2-112'x 131'Rfngshank Hali P T.Sauthem Pine{SG=.55j 9116' 2-7fi6' Maz,DP of50,0 Atuminum,6063-TS 3!8' 0.0713" �a ca. 2.,�r x 145"RooGng Nail P.T.Southem Pine(SG=.55) 911G 2-7/16' � #12 SMS P-T��authem Pine(SCr-Q,55) 9/16" 1�18° P.T.Southem Pine(SG=.55) 3/4" 13/8° ' {steel,18-8 S.S. 5���Aa6 3!S' OA50" t#t0 SMS Atqm(nnm,6083-T5 318" 4,0713'{t4 Ga,) � or 41b S_S.) Sfee!Stud,A653 Gr.33 3/8' 0.03d8"(28 Ge-) (steel,18�8 S.S. _ ; Aluminum,6063T5 3!8" 0.0713" 14Ga. w4105.5.) SteelStud,Gr.33 � 3!8" 0.0346"(20Ga.) � 3/18"Ultracon P.T.Southem Pine{SC�0.55) ?!18" 1.3,tg' Stee1,A36 3/g° p,Q50• ! {steel� Coucre�e{m3n.285 ksS} 1" t�3+8" ? Max.DP oi50.0 Ungrouted CMU,(ASTM C�90) 2-irz" 1_1/4" WiNDOW SHqPES AS SFtOWN BELOW OR ! ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE P.T.SOUth2R1 P�I'IE(SGGU.55) 1" 'i-31'9" GE-770D OR SHAPE IN A BLOCK AND OBTAINING DESIGN � 4/4"1.I71rdC0ti Concrete{mio.2.85 kslj� i" ��jQ" ij'UNGR011TEO CMU"VALt1ES MAY D6W-741-- PRESSttRfS R(VO ATSCHORAGE FK}R THAT BCOqt j�t�8i} Ungrquted CMU�(ASZTA C-BO) Z^112" 1-1/4" 8�USfD FOR C3ROUTED CMU SllICBNE � SlZE FRQM THE TA8I,8 ON SHEE7�. � APPLICAT1qNS. 1/2'NOM.GLASS �..,._ °; Concrete(min.285 ksi 2-1/2" 1-3r4" =+{ WIDTH �^+�-- —.- wiotr� C P_T.Sauthem Pine SG-_0.�',t} �" i�fg 2j PAHtfEAO,FIATHEAp OR BITE TYP. HEXHEADAREACCEP7ABLE. �TERIOR � 1t4"Cteteftex Carscrete(min.3.35 hsi} 1^ ��/4� � e ! (410 S.S.) UngroUted CMU,(AS7M C�AO 2-1/2" 1-1/4" 3)1wCMOft LENGTH TO BE SO THA7 � — � � � � � � } Concrete min.3.35 ksi 2-912" 1�(Q" A MIN.OF 3 tHREADB EXTEND Cmcre#e{m'at.3.275 ksi} 1•112" 93r8" eErorao�E raEv�.SuesrturE w w m �i s va`A89re�Gator P.T.Soulhem Pine(5C�0.55� �- ��r� TYP.GLAZ(NG DETAIL .�� �; �W � (ts�s s.s.� � � �, 1 '' .� ; Un uted CMU, ASTM G90 2" 1-1/4" � Wt01U5(OA AHCHfOR r' (EQUAL•LITESHOWNJ iPRONEWPoRIE�SNpNT1) I ! -+{ 3!4`NOM. � —+-� 3!4'N4M. � � 718'NOM. �+— � 718'HQM. � . 3 � ' 1I8"ANNEALEp OR 3/16"ANNEALED QR — ( ; TEMPERED GL.ASS� 7EMPERED GIASB 5/16"A/A PVB 5/16"A(A PVB 'I12"AIR SPAC� 318"AIi2 SPACE 7J1&"AIR SPACE 318'AIR SPACE J 1f$"ANN6ALED OR 3/16"ANNEALEp OR 1/8"ANNEALED OR 3/16"ANNEALED pR � TEMPERED GLASS TEMpERED Gl.A&S TEMPERED GtASS TEMPERED GLASS DURASEAI� DUR.4SEAL, DURJiSEAL, ti DURASEAI.� { SUPERSPACER SUPERSPAGER SUPERSPACER SUPERSPACER ? OR CARDINAL OR CARDINAL OR CARDIMAL OR GARDlNAt. XIEDGE XLEDGE XL ED6E XL EDGE GLAZING TYPES ? _ � � � � TABLE4:REINFORCEMEN77YPES ,,�, � ,� � .,,i.;/ Reinforcemuent '' v� '-. .., ,,;�,, • . �a.�.' ' ��4L's .^ � Upper i3te Lawer Ute RE�NFORCENF TfPE A REINFQRCENT TYPE B REiNFORCENT TYPE C . � . • Leval Bouom Bottarn Side ~• _,_ .` �/, � Top Rall �' VINYL SH WINDOW FPA NON-IMPAC7 ; � " " ;a�.:r:ras � Rail Rail Rails ( ) U 12/13/14: ' � � RI B A A A �Gl.ASStANGHORdPTIOFlS o� J ROSQWSKI `���,� b ��js i� � R2 C A A A � - -t, ���;r: RQ B A A (�f�1 CERi.OF AUTH.iXG9296 � a,�"+° '`;•��_'�:r''t:�^ '� � GC"� 10T0 TEGHNdLO�Y DRNE ;, N n � �•lr1�3;.�s.'�:.` ; N.VENICE,FL 34275 m �b • ���' 1 pV6 INTERLAYER MANUFACTUREO BY DUPONT INC.(AKA KURARAY AMERICA,ING) (941)-480-1600 �SH-J4OO � NTS � 2 OF 4 �z° FPA-5440.0 �4 A.LYNN MILLER,v.E, j P.E.#58705 (p t ��- EOGE DISTANCE � • SHOWN T INSTALLED / THROUGH 1% BUCKSTRIP / / EMBEDMENT % ; -�i /_ �� --L SHOWN SHOWN � FLANGE � � �� INSTALLED INSTALLED I FRAME _ DIREC7LYT0 THROUGHIX EMBE�MENT i St10WN - - � SUBSTF2ATE BUCKSTRIP EAABEDMENT � � L-_ O� � � � / EDGE � EL7GE �� \ o G�O �� DISTANCE �� � DISTANCE D � ; a [� � �_ � C � C �r/' / , a �L---- � Q // ; � f 1OPT.SASH TOP � I � II � DIST�ANCE ' I�� J LIFT RAIL g I�// � EXTERIOR , I I l/ �U� � \ � ; S a � F L A N G E I \ _I E EG L � FRAME � � -- SHOWN � - BUCK WIOTH p�E J HORIZONTAL SECTION A-A SHOWN BUCK `� HEIGHT � a � � 1 I ��_� ' � ��-� INSTALLATION NOTES: i ' `\ � i 1)SEE SHEET 1 FOR SPApNG REQUIREMENTS. ; EXTERIOR D 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND ' _ _ � SUBSTRATE REQUIREMENTS � a� 3)MAX SNIM THICKNESS TO BE 1!4'. � 4)GLASS SHOWN IS FOR ILLUSTRATNE PURPOSES ONLY AND MAY OIFFER TO MEET DESIGN I OPT.SASH � REQUIREMENTS. �BOTTOM L1FT F�� I � 5)FlN AND/OR FLANGE MAY BE REMOVED TO CREATE ; � FiANDLElLOCK FRAME � OTHER FRAME TYPES. ' SFiOWN ! O�- � G� "- �, � EQUAL a..�- ' LEG , i FRAME � E)CTERIOR SHOWNI . INSTALLATIONTHROUGH ; � �OO� THE FRAME,INTO METAL � �,�'��� '��; i J.- � _;�.1:•1 .z:( � R Q�oR °' VINYL SH WINDOW FPA(NON-IMPACT) 0 12M3/14 `,, ? •��, :"•:'• � ; ' � EQUAL-LEG � � T FRAME SILLS "FLANGE&EQUAL-LEG160X FRAMES �a J ROSOWSKI � � . ! o a .':,� �,;Ce�iS ;;��,� t � v a� , ��� . f,r.,n,lp}. I VERTICAL SECTION B-B CERT.OFAUTH.#29296 a • ,��,•• . - . �-'•' � 1070 TECHNOLOGY DRIVE v '` �`•�'"�',�-`"�� N.VENICE,FL 34275 � m - �� . " (941}480-1600 � SH-5400 �; NTS � 3 OF 4 �� FPA-5400.0 x z A L p E.B 687 S P E � ' i f SHt1WN INSTALLED EDGE DiSTANCE SFtt3WN INS7ACCED SHOWN INSTAltEi7 7HROUGH THE ^ -�-- """""' � 7HROUGH 7HE THROUGH THE FRAME �' �- FRAME �NTEGR4L FIN � \ '- � J-CNANFlE1 � ���� EMBEf}MENT EDGE DISTANCE FRAME n� —_ i_— EMBEtlMEM7 � � SHOWN �j _.....�_ I' � I i �� 1 t ! - � ��� � � D� � � 1 , �b � , - � � (� � I .,..-- � u i EMBEDMENT � � 4-� • � '-- � i � � � � EDGE I ('"� I ---_,_ C� � � DFSTANCF � ��f`� � ��� � ;!� � P � ��� � � OPT.SASH iOP � ���-��������--�'^� LtFTRAiI � EXTERfOR - ;O�V � � � ��� FIN� i ^ � J-CFiMtNEI� � � SHUWN � � FRAME $tK:K W[DTH f SN4WN 0 ! I HORIZONTAL SECTION C-C auctc � �r�s'ra�enna�Nares: HEIGHT � -- i O � 1)SEE SHEET 7 FOR SpAGING , REQUIREMENTS. i 2}SEE TABt.F(S)QN SHEE7 2 FOR � AMGhtORAGE AND Sl78STRAiE REQUIREMEN75. EXTERIOR ,� ��-� � �� 3)MAX.SHIM THICKNES5 TO 6E 1/4' a4j GLASS SHOWN IS FOR IllU37RA'17VE PURPOSES ONLY AND MAY DIFFER TO MEET DEStGN REQUIREMENTS. � a� 6)FIN ANDlQR FVWGE MAY BE REMOVED ' (� ) TO CREATE CS7HER FRAME TYPES. � � �� �OP7.SASH LJI_J� � n� ' FlN � � 'HA OIEtLLOCK � J �� , FRAM� SHOWN � EXt'ERIOi2 �N � � `� SH�OWN �� ���RtOR FRAM@ ���"-'7 � SHOWN �� IN&7AiLA7it5N TtiROUCsH ! � �OOD tNS7ALI,ATtON TNROUqi THE • � � 7HE FRAME,IN70 ME7AL INTEGRfW FIN,INTO ME7AL � �i'����!i;;� ' I SHOWN "1� ._� r' �4",'�. . t INS7ALI.ED ��•�-__...�.-- EpGE ,`��". . �`•�?.; i 7HROUGH �""� " D�S7ANCE .`�a; " ' TNE ' VIfJYL SH WINDOW FPA(NON-IMPACT) $ 12/13/14 . `�� � ;": `•'"���` „ ' ? WTEGRAL FlN ....�---•-���~~ E� _ —�-- --. DtSTANGE �J-CHAh#NE�&lNTEGRAL FIN FRAMES=a .1 ROSOWSKI . " ��r{c�`�� " � I�- EMBEOMEN7 -.�.�•� � d '�y , t�J� � ,`j`� � °' '�.• =.r•a.�... VERTlCAL SECTIflN D-D ceRr aFnurH.azssss � a° •.�:��t.,=, ,_::�; , � _,: 1070 TECHhlOLOGY DRIVE �= . "'��`.^,��1t �-;'. ` N.VENIQE,FL 34275 � „ a" . (941}480-16DD � SH-540D a NTS � 4 OF 4 �z FPA-5400.4 �z A�LYNN MILLER,P.E, � F.EJt 5$7D5 � � ' 1 lllll!II!!I IIl11 Illl!!Illl 1111!Illll I!1!I IlIII!!!!!!!1!lll� a���v��s$� Ropt: 18�680�0 Ree: IO.OQ� . DS: Q.00 TT: d.00� PermitNum6er Q3�17/2DI.7 �Recordinq �� Parcel ID Number ��'2�,,-��l�,(��(`���.�. N U T 1 C E C� F C O M M E N C E N! E N T P,41.aLA S.O'NE3�,Ph.D PASCO�LERK�CQMPTRO�LER State of Fiorida os�ri���oi� o2:4n � �. oE i County of_�F1���------- �R sx ���.� P� ��'� , TFIE!]NDERSIGNED hereby gives nofice fhat improvemen#s wif(be made fo cettsin real praperty,and in accor ance w�t Section 713. 3 of the Florida Statutes,the following informaGon is pravided in this NqTICE OF COMMENCEMEN7. � i.Desc�iption of property{1ega1 desaripfionj:��-��tir.�.Z..�'.U���������'����..__._.___-------.._._.----.__.------.__._._._ ._.._. a)Street(job)Address: ' ���$ �h i r} �1Ce_�� r ) �\�j,�'�=`,�_._'�Z _�.__._______.,.__.,- 2.General description a#impravements: Rep{ace Size for Size Wirsdows �__ _.--- •----- -----....._-- _�—__.._.r__.�_._._.�_.___.__..__,__—..___.u.._----.__ _..�._..__.._�__.._�-------_�_ ____._.____._..__._..._. 3.OW[t8�!ti#OI'mita#i4t3 O�LeSS08►�1#OI'ti18ti011{rt the LesSee COCttiactBd f0�#h8 tmpiOVeine�t: a)Name and address: j-���:� ,l 1"C��_��� �-L1��lYl.�' l l.�C.Q��'.��l�Y Yl l��.;.����e '�� b}Name and address of fee simpie�tleholder{if different than Owner lIs#ed a�ove) �__ ______..._...__._ ._.—.._.. __..� c)lnterest in property: owner��.._._.__.._--- - --.----.____.____..—..______—_._--.--._.___._._.__.._.._.-- 4.Cnntractar Informa�on � 8}Name end addt'6SS: Weather 71te Windows 2119 W.Columbus Dr.Tampa,FL 33607� _� � ��__� _ b)Telephane No.: 813-908-Q131 ^ Fax No.:{opiipna!) 813-s08-0134 � _� 3.Surefy{if applicable,a copy of the payment bond is aftached}�� a)Name and address: N/A . _.---.._._-----.__.___..__.____._._....____ ......�....____.._._.--_..___.._..._..._._._._._------._.__.__._. .__. b}Telephane No.: .__._..._�...�....__.------.____..____._ ___..___.�__.__ ._ _--_�—_�__�___�._._ c)Amaunt of Bond: $ -----�------------...---_._._.._--- ---�--__..._----_..._-___-_.---- .._..._.�._..---•----�------.__. __.__— 6.l.ender a)Name and address: N/,4 ����__.�....—_......—� __. _.—..___� �___ ._�.__._— .._.._._—. b}�'efephone No.: .__ ...__ 7.Persons within the State af Florida designated by Ovmer upon whom no#ices or ather documents may be served as provided by Seotion 713.13(1)(a}7.,Flarida Statufes: a}Name and address: N!A�..�..._.____.__�.. _..—_.__. _ _...�_._._---....._�----.------ --..__..__ b)Telephone No.: _...���__. Fax No.:(optiana!} �.�_.....___�____.....—.--------__.� 8.a.ln addTtion ta himseif ar her�elf,Owner designates ot -__----...._._._ _._.-.-- -.�._._ __..__.._..----.._---..___._—.__�. to receive a copy of the Lienor's Notice as provided in Sectian 713.13(1)(b),Florida Statutes. b)Phone Namber af Person or entity des'sgnated by Owner; t�tA _.._.__.._.______ ._--�-------�----._._._..----.._.._.__..._.._._-----� -----�-------_.... - 9.Expiratian date of notice of commenceroent(the expiratian date may not be before the completion af construction and final payment to the con#ractor,but will be 1 year#rom fhe date of recarding unless a differenf date is specified): ,20 __ _ WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER 7HE EXPIRATION OF THE NOTICE 4F COMMENCEMENT ARE� CQNSIDERED lMPROPER PAYMEN7S tlNQER CHAPTER 713,PAR71,S6C'Y14N 713.13,FLORIDA 5FA'FU7ES,AEtD GAN RESULT iN YQUR ` PAYING TWICE FOR IMPROVEMENTS TO YOUR pRdPERTY.A fifOTiCE OF COMMENCEMENT MUST BE RECORDED AND POSTED Oht � THE JOB SITE BEFflRE THE FIRS7 INSpECTION. IF YQU 1NTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN � � ATTQRNEY HEFORE COMMENGING WQRK OR RECORDiNG Y4Ul2 NOTICE OF COMMENCEMENT. __� Under pen Ifij of perjury,l deciare that I have read the fgregoin notice of commencement and ihet ihe facts stated therein are true�o the best of my knowl d and belief. `����:�� {��1 � . .___ _ _.- - -�. -_._.__-__ �l,�c���w.._�...���..���.�_ �. (SlgnaWre af Owner ar lessee,o Owners pr Lessee's,(Authorized O(ficedDirector/PartnerlManager) (Pnnt Name and Provide Signatary's TitIe10#fice� The foregoing.inst�u entwas acknowEedged:before,me.this � �_�_ dey oi �- 20 �k�i�.. . ,_�_._..___._.__ by ���'(`�����_,^:�� eS ��}�I�_�_` � (type of au arity,e.g.officer,trustee,ariomey in fact) �4f Wsaiher Tlte�ndovrs � ,85 Cantractor �i � jName of➢erson) ^_��--•--�.�--- ��� (tyPe of authoriiy,...e.g.offlcer,trustee.attamey in fact) ._..__.._. '� for �,���� � �_ (name of pariy on behalf of whom instrurnent was executed). ' Fersonal{y Kr�awn ❑ ,�Praduc�d ID ,�✓ �� Type of ID ~ �� _ " ' " Notary Signature .-._� --.,,�.�-____�.. _�.__.�... Print name SPeacBT Kass . -�_, ' ,�w:�':i%;•., SPENC"eRKASS ` ::�• ;�- ;.: , F�Y COPAh41SSlO;V#FF 43�474 ;y;�;��; EXPIPES:P;avember 1,2Ct1 i •��;9;��?'r�' Bonded Tnr�No!�ry PuBl�c UnceraMers , I �ac�a.ci �� . . � �� ��,� � �i�� �T�1Tg OF F�.nRlna_ r,��r��Tv�F pn�r.ry o I f11J IJ I v vERTIFY'�Ha7 THE FOREGOING w A � � �, � 'fRUE ANp CORRECTC�Rv nF THF D�.r,�innENT` �.�Q7,r,ui � ON FILEtUhE�t�i;�L��y��,�i�.��?tt�)��v.'�.f�;���� �.:E ' �p • tn� :�d•.., {g WI7 E 'S MY HAtdD N ���'h�IC.�AI��`�L'�'HI�� , __�OAY OF 2—�_ �o � •� U S.O'NEIL CLERK&COMPTROLLER a88� PA LA � �.���� °��¢��� BY DEPUTY CLERK I