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HomeMy WebLinkAboutNotice of Acceptance ,� I4 ,I iY M IAM 1-©ADE j MIAMI DADE COUNTY 76111no PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) I';' 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. G 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted bye,Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other are where allowed by the Authority Having Jurisdiction(AHJ). i! This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes'. If this{-product or material fails to perform in the accepted manner, the manufacturer will incur the experise of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-5400"PVC Single Hung Window—N I.11 i APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15,with revision B dated 06/06/117,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product ControlI Approved", unless otherwise noted herein. RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performanceluf this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically)terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words.:Miami=Dade County, Florida, and ii followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the userk'by the manufacturer or its E distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. i The submitted documentation was reviewed by Manuel Perez,P.E. I; NOA No. 17-0630.06 riiAMi�e�De eouivrr Expiration Date: July 30,2020 Appri val Date: November 30,2017 Page 1 I i� II PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE:SUBMITTED � ; I A. DRAWINGS l 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No.VID-SH5400-01 titled"Single Hung Window!Installation-NI", sheets 1 through 12 of 12, dated 05/15/15, with revision 1B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P!.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loadirig per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS',201-94 3) Cyclic Wind Pressure Loading per FBC,iTAS 203-94 along with marked-up drawings and installation diagram of PVC sliding glass door, a PVC fixed window and an aluminum sliding glass'ldoor, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16 0719.04) ' 2. Test reports on: 1)Air Infiltration Test,per FBC, TATS 202-94 2)Uniform Static Air Pressure Test,,Loadmg per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,';TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) 'I I, C. CALCULATIONS i 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014),dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) I 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Pere Product Control Etamine .NOA No. 1763 6 Expiration Date: July 30,2020 Approval Date: November 30,2017 i I, I i' I II i, PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED li E. MATERIAL CERTIFICATIONS(CoNTnvum) ; 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap ' ated!White Rigid PVC Exterior Extrusions for Windows and Doors"dat6d 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Eldition (2014) and FBC 611 Edition(2017), dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017;issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revis6d on'8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product ControlSection, dated March 09,2016, j signed by Ishaq Chanda, P.E. f (Submitted under previous NOA No. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/30/20. j I; I I jl I I� I II _ i .j i Manuel P ,-4.E. Product Coutro xam' er NOA No. 0.06 Expiration Date: July 30,2020 Appr6val Date: November 30,2017 E-2 I; i i I. EXANCHORAGE AMPLE FOR 28-118'MAX.O.C./ 21-518- �� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADNB-TOP /'� 52-1/B'MAX.BUCK WIDTH M .OCFOR ARCH•TOP -_yam CEMENT NOT RATED FOR HEADER(SIM. 12'MAX.FROM J- II HEADER(SIM.FORALL IMPACT RESISTANCE FRAME SEAM I 30' 12'MAX. / / INDOW TYPES) WINDOWTYPES) SHESEE�- l-�MAX.O.C. ,(f / 52-1/8'MAX.BUCK WIDTH 10"MAX.FROM 5 SHEETS 0.SEE r--- "'f"'I 12•MAX / FRAME SEAM D SEE� -� � 8&9 B.SEE 30'MAX.O.C. SHEET 3j I I FIXED VISIBLE - SHEET3 , 12'MAX' i SHEET4 I LIGHT WIDTH 0.SEE T-- I B.SEE _•_�-30'MAX O.C.'L+r-}--12"MAX. C,SEE -- YT SHEET3t y l l 12'MAX. I SHEET3 I J I I II FIXED SHEET4 I I I _ EQUALLY VISIBLE -� 0.SEE.--- + -- 12'MAX. I / SPACED 17-TIW MAX.O.C. SPACED I LIGHT 17-7/8'MAX.O.C. SHEET-3t I I / I I ANCHORS PER I HEIONT I I I I ANCHORS PER i -T- TABLES 6 87 �- EQUALLY 17-7/8' O.C. I i / 91.78' SPACED 1 I [)A TABLES 6 8 7 I / i j / MAX 62, ANCHORS PER O I j / O I I O 84' j j BUCK TABLES 687 I I MAX HEIGHT MAX �- BUCK T 10'MAX.O.C. LICK I 10'MAXO.C. 10"MAX O.C. XH GHT X'HEIGHTX i 4 j I L. I - 13-/4°MAX O.C.EQUALLY -.-._-. 113-3/4'MAX.O.C. EQUALLY SASH j 13-314°MAX.O.C. EQUALLY/JVISIBLE SPACEDIL - E SPACED I I� SPACED I�_ J ANCHORS PER I ANCHORS PER LIGHT ANCHORSPER TABLES 687 I + SHE TABLE5687 i A TABLES687 "ANCHOR. HEIGHT A I 1 A 889 1 I � 16-12•MAX. 6-12'MAX8-12'MAXJNO ANCHORS AT SOL �. f Bim_ I B NOANCHORSATSILL IpSEESILLWEEP- SEESILLWEEP- I SEESLL WEEP-B -52-118"MAX BUCK WIDTH NOTCH DETAILS, 'NOTCH DETAILS, 52-118'MAX.BUCK WIDTH``NOTCH DETAILS, SHEET 4 SHEET 3 SHEET 3 SHEET 3 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES...... ••1 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ELEVATIONS......................_.....:_............_..-......1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS 8 ANCHOR OPTIONS......_......._2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. INSTALLATION,FLANGE 8 EQUAL LEGIBOX.....3 4)ALL WOOD BUCKS LESS THAN 1-12-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN 8 J-CHANNEL...4 DEPICTED AS 2X ARE 1-12'THICK OR GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN DETAILS...S-------------.._. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES._.._....._.....__.............__...8-7 5) ANCHOR QUANTITIES......................................... 8-9 10 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES...... ........10 6 1/4°MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. -'-'..""'•"•'•••".......... 11-12 7)DESIGN PRESSURES: ---A:NEGATIVEDESIGN LOADS BASED ON STRUCTURAL-TESTING AND GLASS PER-ASTM E1300.-- -- - _ _-___ __ _ _ CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E130O. - X2017 FLORIDA BUILDING CODE(FBC),-6TH-EDITION= - C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS -ASTM E1300O9 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THATCOME INTO CONTACT •ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION __-s _.__ PRODUCT REVISED ---- --,WITH OTHER DISSIMILAR lMTERIACS:SHALL'.MEET_THE'REQUIREMENTSOF-THEFLORIDA BUILDING CODE_FOR CORROSION.RESISTANCE.-__ 'ALUMINUM DESIGN MANUAL,ADM-2015 AV--- __ __ atom-y mg wn81tw fi1oliale 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER'CURRENT FIORIDA`BUILDINGbODEAIVD 70 BE REVIEWED BY THE'AUTHORfiYHAVING JURISDICTION.-� •AISI:S100-12-- -------_--- _- ------- -- flfcl�ivg Co3e— --- --y��—_--_ - 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND.DOOR PROFILES,LTD WHITE 8 BRONZEILIGHTER •AISC 360-10 Acceptance - D-1. - SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAFSPA NDS 8 ALUMINU HSkhQ AL .i;- Die !ll 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ��0��(LYNN��7RMNm: USER INSTRUCTIONS: '',�:'uG�+"sF .l� -UPDATED TO FBC 2017..-JR- M;o,,,; ,de „c, 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. •, N0 58705 '�� O6/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN _ T PRESSURE FROM TABLES 4 OR 5.R MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW D�cplbn. OPENING OBTAINED IN STEP I. �tT�Ea1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS �.t� V N.VENICE,FL 34275 Dot•: FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEETSETARE MET. ,-, y1•'•FtORIDP.•'•G\?� (�1�M1� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 5)INSTALL AS PER SHEEP 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. / s1ONAL Sr,"" C0PYRtWff02M7 _ ParmusTRES.1wa Sheet Dmwng N& NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL FLANGE, 7tt 1111110"PEALLRRIFD9RESFAVEU mSH 5400 NTS 1 OF 12 MD-SH5400-01 R B INTEGRAL FIN OR EQUAL LEGIBOX). A.LYNN MILLER P P.E.tt 58705 CERT.OF AUTH.X28298 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES - INSTALLATION OPTION 2 I ttA7IOiQ'DPTI INSTALLATION ANCHORED THROUGH FRAME CHOREDTHROUGH FRAME AND IX OPTION 1 °"—+i- EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH SEE NOTE 2,THIS SHEET. FRAME INTO 2XWOOD EMBEDMENT EMB MENi FRAME OR BUCKSTRIP. f 114'MAX SHIM 16 114'MAX SHIM Lam, SEE NOTE 2,THIS SHEET. EMBEDMENT SASH VISIBLE EDGE ':' ED] 18 LIGHT WIDTH 17 FLANGE FRAME EDGE DISTANCE SHOWNFl -- - - DISTANCE 44 -BALANCE _ _ E ---TI/4'MAX TYPE VARIES -- TYp. .CHDR - SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE _--- ---- - -�`�-'--- EMBEDMENTAND y -- ----TYP.ANCHOR,TYP£,:—_-_ --- ----•EDGE _ 3Q EMBE ENT WEIGHT gq ©� EMBEDMENT AND EDGE DISTANCE PER ' ...'^ _'` W`- .=" ,� _ - - » - ANDS GE •R DISTANCE PER SUBSTRATE. SUBSTRATE, _.DtSTAN E PER SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET2. EDGE---SUBST TE i- -- -' 18DISTANCE - -' ., --- ---- '•� SHE IDR 87 19 -.- FIXEO VISIBLE------ —___-- 4 •• - •. ET , FIXED - --_ VISIBLE 20 LIFT RAIL FLANGE TOP FLANGE LIGHT WIDTH _ _ LIGHTFRAME 2 EQUAL -- - - HEIGHT I FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH LEG(BOX 1 ANCHOR Q 3.55 FRAME I 1)USEONLY HORIZONTAL SECTI -A SHOWN 49 48 FROM END AND AT j 21 CENTER. SUBSTRATE-APPROPRIATE 22 FORWINDOWS ANCHORS LISTED ON TABLE 2, OVER 36'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FSC COMPLIANTALUMINUM+STEEL F 73 Q ADD ADDITIONAL EDGE DISTANCE LIMBS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET2. SCREWS @163(8' INSTALLATION OPTION SHOWN MAY 14 45 46 47 O FROE . BE USED ON ANY SIDE OF THE 35 M ND ' � FOR WINDOWS WITH WINDOW. 1/4"MAX, (� BOTTOM LOCKS: SHIM BUCK 58 a 11 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE �.,,9STEEL)EQUAL 1/4.MAX I66i SELF-DRILLING HEIGHT SCREWS @ 8.318- USED INTO WOOD AS PER TABLE Z, SHIM SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE 85 30 �— FROM END. THAN 1-1/X THICK ARE TO BE TABLE 2, D SASH CONSIDERED 1X INSTALLATIONS.1X SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS i DEPICTED AS 2X ARE 1-Wr THICK OPT 86 16 USE EITHER OR GREATER.IX AND 2X BUCKS fi5 LATCH OR (WHEN USED)SHALL BE DESIGNED Q Q (2)1' 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADSTO FLANGE INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME WEEP LOCATION:6-518' DESIGN AND INSTALLATION IS THE -NOTCHESAT gQ FROM SASH£ND. RESPONSIBILITY OF THE ENGINEEREACH END. OR ARCHITECT OF RECORD. [� 3)VISIBLE LIGHT WIDTH OR HEIGHT EXTERIOR 8 (ALSO REFERRED TO AS DAYLIGHT INSTALLATION i 1 INSTALLATION 67 OPENING)IS MEASURED FROM OPTION 4 V OPTION 4 PRODUCT REVISED EflUAt-LEGiBOX114'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Ws CpIIjW9�^8 vntlr da Florida FRAME SHOWN o �n I t t i 7!t/j FRAME INTO METAL FRAME INTO METAL Ac pw� 140 / - Ex'ration Date .2rx 125' uGE �1 =; RNO CHANGES THIS SHEET. By WEEPHOLE .» NOANCHORS Q�: F••'(��i Mimi _ W/COVER 38 REQUIRED oa VISIBLE LIGHT FORMULAS = ,: No,5B7o5 2.Br FROM ' EQUAL-LEG WIDTH :EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-112" "'O: _ pbocrlption: prawn gy; @FIXED LITE-BUCK WIDTH.4318' =p=- 12 / :=�\ i—TEcHNoLoGYDRAm FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI .. - �'C,,,n'•, ST TEO ��/y N.VENICE,EL=75 HOGHTtEQUALwLITE} i •'• ORtDA,.•' �•" B pate_ VERTICAL SECTION B-B BUCK HEIGHT/2-3-15116" �' s'�o�yat EN`��\ (941M X. M+��+T SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 l IIIIIIIII1 ttt IVJ-tU[dtfa .. Setia9/OAodeL• Soule: Stroet aawing No. Rev: A.LYNN Mil PZ SH-5400 NTS 3 OF 12 MD-SH5400-01 B ' P.E,iO58705 CHi'T.OFAUTH.II29298 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR DUCKSTRIP.SEE INTO 2X WOOD FRAME OR ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE DISTANCE FIN INTO 2X WOOD FRAME OR 1/4'MAX SHIM 1/4"MAXSHIM SUCK.STRIP.SEE NOTE Z THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, *fflfGE DIS J-CHANNEL SEE TABLE 2,SHEET Z SASH VISIBLE {SCREW SHOWN) EMSEDMENTAND EDGE 17 FRAME DISTANCE PER SUBSTRATE, 18 LIGHT WIDTH Dr- SHOWN ------ (Sc 44 BALANCE EMBEDMENT PE VARIES 1,4"MAX SHIM 42 WITH SASH EGE TYP.ANCHOR TYPE. DISTDWEIGHTANCE an DISTANCE PER SUBSTRATE. SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) EXTERIOR TYP.ANCHOR TYPE, 87 INTEGIAL\—EMBEDMENT AND EDGE FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 20T OPT.SASH TOP --- �jc VISIBLE LIFT RAIL J-CHANNEL FRAME-- ___sEETABLE_3._SkiEET2. LIGHT FRAME SHOWN (NARLSHOWN) HEIGHT FORALLWINDOWS: NOTES: SHOWN I ANCHOR @ 355r SUCK WIDTH 48 FROM END AND AT 1)USEQNLY CENTER.49 21 SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 73 OVER 36'WIDE OF SHEET 2.FOLLOW EMBEDMENT ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1/4*MAX DARE APPROVED MULLION,FSC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD. 0 14 46 46 47 SCREWS @16­318- INSTALLATION OPTION SHOWN MAY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBS PROPERTIES,TABLES 2&3.SHEET 2, FROM END. BE USED ON ANY SIDE OF THE BUCK FORMANDOWSWITH WINDOW. HEIGHT 16 BOTTOM LOCKS: RS MAY BE SELF-DRILLING 2)MASONRY ANCHORS #10 0_tIN2= iw MAX. ADD ADDITIONAL SELF DRI NO SHIM SCREWS @ B-3f8- USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS go TABLES 2&3. SASH THAN 1-1/2'THICK ARE 708£ SHEET 0 EXTERIOR VISIBLE CONSIDERED IX INSTALLATIONS, LIGHT IX WOOD BUCKS ARE OPTIONAL IF 1 UNIT IS INSTALLED DIRECTLY TO�1 HEIGHT USE EITHER LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 16 DEPICTEDAS 2X ARE 11-11TTHICK OPT. 86 _18 OR BOTTOM OR GREATER.1X AND 2X BUCKS (2)1- 65 LOCK(SHEET 3)� (WHEN USED)SHALL BE DESIGNED 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN AND/OR INTERIOR31 LOCATION:6-SAr _0 FLANGE REMOVED WEEP FROM SASH END. TO THE STRUCTURE.WOOD SUCK r---7, DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHESAT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM OPTION 7 OPTION 8 PRODUCT REVISED 1/4"MAX m cuqAyLV with tl�FLmid. INTEGRAL FIN BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO .ld' Ced FRAME SHOWN El SHIM INTEG FIN INTO METAL METAL(INTEGRAL FINTLANGE REMOVED) Sm mg c 12 A.-'Ptmw No E*�*;mfion Dge .27-XI.25'WEEPHOLE Ly V as W/COVtR @2.87• NO CHANGESBy THIS SHEET. FROM EACH END. miaq�' ade Prod."Cftd VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, Z*: No 705 EMBEDMENT AND EDGE ..-( EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE. @SASH:BUCK WIDTH-6-1/2" De—*6M.- SEE TABLE 3,SHEET I E...lNr @ FIXED LITE:SUCK WIDTH-4,31&" 01 1-7 1070 TECHNOLOGY DRIVE j-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI 7 (SCREW SHOWN) 0 N.VENllCF_FL 34275 HEIGHT IEQUAL-UTE) 6DO It U.- Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D SUCK HEIGHT12-3-lStl6' SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN ALmFaie�_ INTO 2X WOOD FRAME OR SUCK- N f % 11 ALL RIGKTS PWE MMWED Serf STRIP.SEE NOTE 2,THIS SHEET. A,LYNN#58705 MILLE CERT.OF AUTH.#29M SH-5400 NTS 4 OF 12 'MR-S', ' H5400-01 JR pz ------=----- - 3/4 NOM 3/4'NOM. "--__-- 3/4 NOM. - .3/4'NOM-._ - - ---- - -1/8"AGLASS - ---— --- ----— ---- ---1/8"-T_GLASS-_----- --_- ----- 3/16"A GLASS 3 1 1/2"AIR SPACE 1/2"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE - - -- 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR E79_m (9- 76-79 7679 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 11T NOM.GLASS 76-79 BITE TYP. 73 74 31 EXTERIOR 75 '+ PRODUCT REVISED 38 30 as complying witb the Florida Bmldfe3 code -Db3D.D ❑ B d' C Nn OO `� ii ReWsion: imlioo Date u ` C �'�,IGENS�c•••����; NO CHANGES THIS SHEET. TYP.GLAZING DETAIL ',t; /^ N0.56705 : *= -so''-. 6 ATE «. ��� 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI % S••.!c(ORIDP•.•.•G\?�� #.VENICE,FL 34275 7711m (late. GLAZING NOTES: 470►YAL�N. tazon SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'A'=ANNEALED /11111111\ Pcit Mw= T=TEMPERED SeAee/Modet• Srnfa: Sheet 0raw(ng Mo. Rer. ILLER �" `�ERVED SH-5400 NTS 5 OF.12 MD-SH5400-01 B A.LYNN P. MP.E. 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LIMIT ONE HALF PANEL PER OPENING Z � m 2 .• 2 p2•• 2,�2" 2.250" .060"3.00"MAX. 2.254" I I It-'-_If 11 l .062" 1.05" 1,05"MIN. 2.250•• ' a �ay {TVP.) ° c TVP. 0 0t2O 094"T P- "' .701" .094" oc.07i' 0 1 inP. r` - ..■rad 1-'T`_'�( ( ' .094" �jr( JoSEE NOTE ' SEE NOTE N in o -09 " r .120" c N=ynNo.12 .77' r No12 r m ,No cN+,e a 062" .�-' .125" a 062" •. } 'o'A12.00"COVERAGE 6.000"COVERAGE i rN a N LU 375" 250"74.375" 8.332" ~.375" 2.000" 2.020" VN =r z0 STORM PANEL 1a HALF nLfESTORMPANEL OshA EEADERI'-0„ l )S,,CALEEA" 1 0 3a SCALEi3"D-OUT-V"°HEADER Uz ^3 �Yv 1/4-20 MACHINE vI� /4-20 MACHINE CREW ra112" 1/4-20 MACHINE 1.525" 3.385"MAX. SCREWU0 O.C.{57 SCREW I72"O.G(STUp .886- DIRECTION OtRECTIOH MAY {{�� 886" DIRECTION MAY DIRECTION MAY .092•' .177" BIE R.E.REV'ER ) c BE REVERSEOIo BE REVERSED) .375"R .524" 24 ,490" STYP. a 72-5^TVP. r'�'� .090" g .125"TVP. ( 25'15• • -750" a 3 3 " M :- .091•• .2 5 - 060 v'.21S .275" N 5 a n m m 2.00"MIN. 2.00" o � .090.. .090" YM k-- P 5.00"MAX. .632" N 377' o STUD ANGLE O STUD ANGLESTUQ ANGLE 31s R SVM. .700' . LL 4 SCALE:3"o]'-0" SCALE:3"_]'-D'• 4b � 1.40"MIN. SCALE:3"=1'-0" MAX. G'£CE7VtlNDTES: ANGLE OC-TRACK(FINISH) 6a C TRACK fel BUILD-OUT F-TRACK L THESE PRODUCE EVALUATION DOCUMENTS REPRESENT ASHUTTER SYSTEM ANALYZED AND TESTED IN ACCORDANCE WITH THE SCALE:3'=1'-0" SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF 512E j FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ}.REFERENCE KC ,376" .376" H�-•{ Q a EVALUATION REPORT NO.150107,REV I FOR APPLICABLE CODE EDITIONS. 790. .790' w Nv 2. PRODUCT PERFORMANCE TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201,TAS 202,&TAS 203 AND THE SY5W B - N .563"� 0 ¢ a LARGE MISSILE IMPAR RESISTANT. '- p 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TD USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE 313"452"655" 313" 465" .655" r ad ad sw WITH ASCE 7-30 ALLOWABLE STRESS DESIGN.CALCSILATEDWIND LOADSSHAIL BE MULTIPLIED BYTHE LOAD FACTOR 0.6 BEFORE _ 25_ t i I• l REFERENCING THESE DOCUMENTS. w 4. FOR WIND COAD CALCULATION INACCORDANCE WITH ASCE T-SO,ADtRECT70NAUTY FACTOR OF KOASS MAYBE USED. 0.090"(TVP.) 0.090"(TYP.) 30" 5. NO ALLOWABLE STRESS INCREASE IS UTILIZED IN THE DESIGN OF THIS SYSTEM;HOWEVER,A WIND LOAD DURATION FACTOR OF CD=23315 USED FOR SCREWS DESIGNEDPERNDS. _ ------.� c o n O GA.GALV,STEEL GR 40 6. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THIS •B8„ OR 0.050'60fi3-T6 ALUM) SYSTEM TOASPECIFICSITE 2'00 OPTIONAL 7. THESE EVALUATION DOCUMENTS ARE THE INSTAUATIONINS)RUCDONSPORTION OFAPRODUCT EVALUATION AND SHALL ONLY LEG DIRECTION WING(ZAMAC NUT KEYHOLE BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY r'TRACK F"ANGLE-TRACK WING NUT ©WASHER WITH CHAPTER 61GIS-23 OF THE FLORIDAADMIMSMTIVE CODE R�„ rr $a n 9 SCALE:HALF SI SCALE:HALF SIZE 8. THESE EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT SCALE: SIZE SCALE:HALF 512E DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT WIDTH UNLIMITED c Ta DEVIATEINEITHER FORM OR MATERIAL FROM THE STRUCTURALSUBS(RATES DETAILED HEREIN. (PERPENDICULAR TO 9. ANY MODIFICATIONS OR ADDfnONSTO THESE EVALUATION DOCUMENTSWILLVOID THE EVALUATION DOCUMENTS - PANEL SPAN) - - 10.WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE TYPICAL SECTIONS TOP MOUNT """ "" o- o - >•o _- .,. SPECIFIC DOCUMENTS JUSTIFYING THE DEVIATION Bf.PREf?ARED,SIGN£D,AA7FD AND SEAIED.BY A LICENSED_ENGINEER OR _ _ _ - - -- > "';4 IL EACH PANEL OF THE ASSEMBLY SHALL BE PERMANENTLY LABELED AT A SPACING NO GREATER THAN 36'ON THE EXTERIOR FACE ^T .315"0v _tea ♦�K�ra• WITH THE FOLLOWING MINIMUM INFORMATION: `. SI TOWN&COUNTRYINO. m w 1,00" 1 1 MOUNT rZ♦ ��.-• + ______ __ FORT LAUDERDALf,n._ __.. _ _.��Z-r -' ._!__ ____,. PLAN--- 'VIEW _/'AN N-- PLAN- ..�(_ _ - - �_TAS20L20Z,,&203= -__...,. ..__.._._..a a-- VIE `��� 650"0 .� ET w 6 - - _.. NO 419 x 9TBLARGE MISSILE F- � � .. -- � 6 0" HICAPPROYALNUMBER ¢ r I T 103Y HOLES, II O Lm_g4 CHEDULER TABLELISPAN L __ _ a*-y; _ *• LML I peteYlCt1 iZ ALUMINUM ST4RM PANEIS SHALL SE 3008-H34 OR 50524134 ALUMINUM ALLOY WITH MINIMUM THICKNESS AS SPECIFIED IN r= `-' _ - _ - -THE APPLICABLEORMPANELES. - _ p -1 _ /..�..\ PrWks,b�SRn¢ineer . ,�7_ FL LkePE41961 li.ALL EXTRUStONSHOWN SHALL BE6063d6ALUMINUM ALLOY,U.O.N. tn= s STATE OF :ttt,rf+ 14.ALL BOLTS,STUDS,AND WASHERS,EXCLUDING INSTALLATION FASTENERS,SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE ><N 4315"0QRtbP•'f _ STRENGTH OF 60 KSI,U.ON- a d / i • F�``'•--.•...."..---"" G 15.TOP AND BOTFOMDETAILSMAY BEINTERCHANGED ASFIELD CONDITIONS REQUIRE.PANELS MAY BE MOUNTED HORIZONTALLY E D. 1' °• TYPICAL HORIZONTAL ELEVATION •.�s/p ♦ .KneZevioh,. E WHERE APPLICABLE.H&U HEADERS MAY NOT BE USED FOR HORIZONTAL MOUNTING CONDITIONS N .5" •,ti��** 16.TRACKS MAY BE REMOVABLE PROVIDED REMOVABLE ANCHORSARE USED. 1,,650"0 SCALES 1J4"=1'-0" 17.IF PANEL OVERLAPS OPENING BY LS TIMES THE GAP BETWEEN THEWALLAND PANEL,NO SIDE CLOSURES ARE REQUIRED. ,­z_ Scale: AS NOTED 18.PROVIDE SEALANT AROUND PERIMETER OF COMPONENTS IN CONTACT WITH STRUCTURE TO PREVENT WATER INTRUSION 12. pate: 04 SOj2Q15 .----•'--"--REV HOLE SLOT This item has been electronically signed and seated by prawn b; ARV BEHIND COMPONENTS. J.W.KneZeVlch,PE on 8/9/17 using a Digital Signature. '� (TVP.} ESOTTOM MOUNT TYPICAL VERTICAL ELEVATION Printed copies of this document are not considered KC15-01W SCALE:1/4"=r-0" signed and sealed and the signature must be HURRICANE PROTECTION sheet 1 of 8 Q, =t9 V Z mQ o3 O c HZi o" Zq• �c TABLE 1:PANEL SPAN SCHEDULESTABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES W >>dom 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS `�• ' POSITIVE OR POSITIVE OR POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION N 08-- ~ L max. L max. L max. L max. W Z O v°-m' y NEGATIVENEGATIVE ASD SHUTTER FROM GLASS Asp SHUTTER FROM GLASS Z S " � FOR FOR FOR FOR fii n ASO ASD INDLOA SPAN INSTALLATIONS INSTALLATIONS INOLOAD SPAN INSTALLATIONS INSTALLATIONS Z U'^•.• POSITIVE NEGATIVE P05171VE NEGATIVE - WINDLOAD WINDLOAD 'W' 'L' 530' >30' •W' 'L' 530' >30' Q j;r''nV 2 ASD ASD ASO ASD W WINDLOAD WINDLOAD W WINDLOAD WINDLOAD (PSF) ABOVE GRADE ABOVE GRADE (PSF) ABOVE GRADE ABOVE GRADE r4 3 m (PSF) (PSF) 72'• 3•• 1-3/8" 72•• 3" 7-1/2" lu en m^• o 23 144" 144" 27.5 144" 144" gp 104" 3" 2" 27.5 104" 3" 7-7/8" _YZLLq 25 141" 144•' 30 143" 144" 135" S" 3-1/4" 144" 4-1/8" 3-1/8" 0 30 135" 744" 35 1 138" 744" 72';. 3" 1-1/2'• 72'• 3" 1-1/2" ,m 35 130" 144" 40 733" 144" 40 704 3'• 2-1/8" 40 104" 3" 2" 126" 5" 3-1/4" 133'• 4-1/8" 3-1/4" 40 126" 143" 45 129" 744" 72" 3" 1-1/2" 72" 3" 1-1/2" Z 45 122" 135" 50 126" 139" 50 104" 3" 2-3/8" 50 104" 3" 2-1/4" d '^ 50 ,119" 128•' 55 123" 132" 779" 5" 3-7/4" 126" 4-1/8" 3-1/4" ¢'a 55 116" 122" 60 1201• 127" �r 72" 3" 7-5/8" 72" 3" 7-5/8" 60 771" 117" 65 118" 122" 60 1041• 3" 2-5/8" 60 1041• 3" 2-3/8" 111" 5" 3•' 120" 4-1/8" 3-1/4" CO) gO�' 65 107" 112" 70 716" 117" 72 3" 7-S/8" 72" 3" 1-5/8" 70 103" 1081• 75 113" 1131• 70 3" 2-3/4" 70 104" 3" 2-5/8" Z -$ • 7S 96" 104" 80 109•• 1091' 72" 3" 1-5/8" 116•' 4-1/8" 3-7/4" j b' 80 90" 99" 85 106" 106" SO 90" 3" 2-1/4" 72" 3" Q ��o 85 84" 93" 90 102" 102" 60" 3" 1-1/2" 80 704" 3" 2-3/4" 90 80" 88" 95 96" 96" 80" 3" 2" 109" " 4-1/8" 3-1/8 c a 60" 3" 1-1/2" 60" 3" Lo. 90 95 83" 700 91" 91" 100 72„ 3" 1-3/4" 102" 3'• 2-7/8" ��t 0 10 72" 79" 110 83" 83" 48" 3" 60" 3" 1-1/2" o 6 •• •• 120 76" 76" 110 65" 3" 1-S/8" 100 911' 3" 2-3/8" 120 60" 66" 130 N.A. 70" 120 48" 3" 1-3/8" 110 48" 3" 1-3/8" 130 N.A. 61" 140 N.A. 65" 60" 3" 1-1/2" 83" 3" 2-1/8" 140 N.A. 56" 150 N.A. 61" 120 476" 3" 2" 8" 3" 1-3/8" 150 N.A. 52" N— C'c TABLE 1&2 NOTES: rn 1. SEE SECTIONS FOR SHUTTER SPAN DEFINITION. 2.FOR TABLE 1,DETERMINE BOTH THE POSITIVE AND NEGATIVE is ASD WIND LOAD. CHECK THE MAX SPAN FOR EACH AND USE •••••• "s THE LESSER OF THE TWO VALUES. -_ •♦• yNCZ,- ♦♦♦ a - --3rFOR--DESIGN-COA05-BETWEEN=-TABULATED-VALUES;USE --- -- - N NEXT HIGHER LOAD TO DETERMINE ALLOWABLE SPAN. ♦ �•s``�CESF•-.� ♦ - 4.FOR TABLE 2, ENTER AT A POSITIVE LOAD 2 PROJECT ♦ v5 POSITIVE LOAD AND SPAN 2 PROJECT SPAN TO DETERMINE NO.41961 -- - --- - MINIMUM SHUTTER SEPARATION FROM GLASS._ _ __ _ _ - - _ • J.W.Kpelevich -- 0* * - .yvratzslonal EnBinecr- - • fl lll�ue No.:GE 01961 • `. •�1'-, STATE OF • .. A, •♦S��NAL�;•• This item has been electronically signed and sealed by ♦•••'•• Scale: AS NOTED J.W.Knezevich,PE on 819/17 using a Digital Signature. 009 4 Date: 04/10 2015 Printed copies of this document are not considered signed and sealed and the signature must be KC15-0107 •••• ••••a--••-••--•+---•----•-- HURRICANE PROTECTION sheet2ofS EXISTING CONCRETE, EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE, f--OPTIONAL LEG DIRECTION WOOD FRAMING WOOD FRAMING HOLLOW CONCRETE BLOCK OR CONNECTION TYPE CONNECTIONTYPE 000NNECTIONTYPE WOOD FRAMING 1 CONNECTION TYPE W� u REFERENCE ANCHOR REFERENCE ANCHOR (TYP.TOP AND BOTTON) REFERENCE ANCHOR z�3'• c•� SCHEDULE FOR MAX. A¢ ,3 SCHEDULE FOR MAX. MB.,. SCHEDULE FOR MAX. MB'�"�z" SPACING SPACING (7 au o E SPACING _ 1/2" 2 - 1/4"MAX. - _= N-j.- O. EO. W 1/4"MAX. F- i). 5 1/4"MAX. J Em$u° . wpJ� J z, _ N u)2 A' EXISTING < Qa of i'd' 3 aZ w W U GLAZING 1 EXISTING GLAZING 'o w U�� 9 SEE MIN. 0 w SEE MIN. 1 >= O wa STORM PANEL F u w 0 SEPARATION y 7 STORM PANEL w p .'�. 0. W�n FROM GLASS w 0 SEPARATION EXISTING u _2 It TABLE 2 w= FROM GLASS ,in GLAZING SEE MIN. p Y'p,`�, TABLE 2 °x zQ STORM PANEL z z E n. SEPARATION N E Q J�^ FROM GLASS o. TABLE 2 A z m EQ J OWALL MOUNT SECTION OOPTIONALTOPMOUNTING ©BUILD-OUT MOUNTSECTIO,lI Jvai Lu Rm SCALE:3"=1'_0" SCALE:3"=1'-0" SCALE:3"=1'-0" EXISTINGAa - UA GLAZING— ST LAZING SEE MIN. STORM PANEL W SEE MIN. Z U) �� J SEPARATION u EXISTING a STORM PANEL FROM GLASSZ GLAZING TABLE 2 a a SEPARATION o. Q Q 0 0 ~ ? ' FROM GLASS TABLE 2 F 1 aF t �o 00w o w F j 1:3 ,wx, 4 a MAY BE m o Q z o w o w o E A;- 6EVERSE vQ3� A W w N O i N U T`: O� t� Z a6 w f- 4 4a 46 ,n MB 7 w 0Q o wi7� S x - 1 �N o ., E Q •^ MB.�;� J w C1 CONNECTION TYPE C3 CONNECT1/4"MAX.ION TYPE 5 MB. REFERENCE ANCHOR REFERENCE ANCHOR CONNECTION TYPE 1/4"MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. 7/4-20 MACHINE BOLT WITH REFERENCE ANCHORSPACING SPACING LOCK NUT(al 12"O.C. SCHEDULE FOR MAX. EXISTING CONCRETE, OPTIONAL (TYP.TOP 8 BOTTOM) SPACING HOLLOW CONCRETE BLOCK Ofd CI CONNECTION TYPE LEG DIRECTION WOOD FRAMING.SEE DETAILI) REFERENCE ANCHOR OWALL MOUNT SECTION SCHEDULE FOR MAX. O SCALE:3"=1'-0" O BUILD OUT SECTION SPACING O BUILD-OUT MOUNT SECTION w N SCALE:3"=1'-0" SCALE:3"=1'-0" i - _ _________ __EXISTING CONCRETE, _ EXISTING __ d EXIST[ - -_ -__ _ _ _ - - - ----- --- __ _-_-_-SEE MIN—--__-_�_. - __-___ _-_- _______ _-_ ______HOLL'OW-CONCRETE--GLAZING.-_- __ _ -_._-._-_-_ _______ GL G STORM PANEL BLOCK OR WOOD - FASTENER 6" C,�OR SEPARATION FRAMING Z ^ FROM GLASS r Q m a (x112"D.C.,BUT 0 NOT TABLE 2 EDGE _ CONNECnON TYPE o.Q ♦KNE[■• _ _-_EXCEED-ANCHO _ _ _ DIST REFERENCE ANCHOR ~ ♦•, ■■ C •• a SCHEDULESP ING- _-=-- __ -__ _,._...s ._ -�.� -._T_.._mm. .. _ .m O Ea 'uSCHEDUEE:F,OR-MAX.-�SEE-MIN.— -- __---� _ _ USE REMOVAB E ANCHOR - �? Y SPACING STORM PANEL -- 1_.p WITH KEYHOL WASHER w w ~ • �'�C.ENS ♦ _"z j, SEPARATION w 7 F a .� ;rn�p..,.;r:.,, 1/4 FROM GLASS OR ANCHOR TH WINGaLT z 0 WASHER.LOC TE FASTE R a Q ' MAX. TABLE 2 w= NO.41961 _IN NARROW P RTION OF_ _ F _ _ w u XISTING ■ J.W.Kneze_vlch_ KEYHOLE WAS ER - 1 - - i - -- - LAZING W w — 9- CI CONNECTION PE p w 3 Z-1 m Z FiEtrte No.:PE 41961 REFERENCE A CHOR f Q m E Q • SCHEDULE FO MAX. •, m a o. J N ��•' STATE OF `Q7 SPACING . wr.; w w _ E w N 10 O w 1/4"MAX. �OiC�-+:��ORIDP r? in SEE MIN. • F m z STORM PANEL 1 p CONNECTION TYPE • S� ■ ■ E Qa SEPARATION W= 1 1 SCHEDULEREFERENCEFORCHOR MAX. ••ONp� ■ ♦ Scale: AS NOTED FROM GLASS VI u .� SPACING MBi TABLE 2 A z O FLOOR MOUNT SECTION QWor E Q I SCALE:3"=1'-0'• Date: D4 10 201OUNTSE CEILING MOUNT SECTION Jr This item has been electronically signed and sealed by J.W.Knezevich,PE on 819/77KC150107 IAL _ _o•• SCALE:3"=1'-0" using a Digital Signature. Printed copies of this document are not considered signed • and—lori=nrl IhP Cinnnfi NP mi i0 hP VPAFi-i nn nnv PIPP}mnir•­i HURRICANE PROTECTION sheet 3o 8 F C1 CONNECTION TYPE REFERENCE ANCHOR 'SCHEDULE FOR MAX. i-wi oza. m SPACING ci Q m Z Usm^„ w 0.Q 2"x S"x 1/8"CONT. z J da 9 8 F r ALUM.STUDDED ANGLE W/1/4-20 STUDS k6'.8 E Ow @12"O.C. 9 EXISTING CONCRETE, ' _, EXISTING o ' Z m• HOLLOW CONCRETE BLOCK OR F m %r u GLAZINGI j j N W J'J op ,? WOOD FRAMING rn `.a's i SEE MIN.USCHEDULEFORMAX. 1 .0 (TYP.TOP AND BOTTOM a Q CO STORM Pw= E a y• ,', EMB. a Q In u N 'zn s- 9 r SEPARAw ❑ V, F FROM GLx 1 O; Zz .,.13� W f'I o w TABLE 2E Q _ Z=_-,•n EXISTING w C4 CONNECTION TYPE r++ w w 1/4'MAX. �',�w A,;L GLAZING 1 u -1/2' 2" REFERENCE ANCHOR SEE MIN. JEI. NNECfION TYPE SCHEDULE FOR MAX. 'Z d^• MIN. MIN. _Y9N REFERENCE ANCHOR - SPACING STORM PANEL SEPARATION FROM GLASS f XISTING CONCRETE, SPACING XISTING CONCRETE, TABLE 2 HOLLOWCONCRETEBLOCK OR HOLLOW CONCRETE BLOCK OR WOOD FRAMING WOOD FRAMING F TRACK MOUNT SECTION FLOOR MOUNT SECTION UJI J g O SCALE:3"=1'-0" O O BUILD-OUTSECTION SCALE:3"=1'-0" ., 1"=2" _ SCALE:3"=V-0" 4. 2"x 2" w w EXISTING EXISTING CONCRETE, I 2"x 4"I=0 055"6063-T6 STORM PANEL z GLAZING cr u K �^ ALUM.TUBE SEPARATION Q m orz m O &y HOLLOW CONCRETE BLOCK OR 2"+.5" 1 a Q SEE MIN: Q Q ~' �• WOOD FRAMING b FROM TABLE 2A55 F r STORM PANEL wtn a o. EMB CONNECTION TYPE REFERENCE ANCHOR ¢ SEPARATION wu w O a+JLL SCHEDULE FOR MAX. FROM GLASS N�++ Z o SPACING a 7 TABLE 2 4 4a 9 -z❑ `�c v /2.. �r �ti' 4 w= 1 Eax J boa O w❑vri ;�! 1/4"MAX. w o 4a 4b y lu J N 1/4" 0'-�4 E �: u w qz MAX. Z I a E Q y 1/4-20 S.S.BOLT Q �Q a¢ w u N }1 �::> EM >. b NUT DOUBLE 2"x 5"x 7/8" ` l GLAZING 1 ~ CI CONNECTION TYPE ISTING 1/4"MAX. o CONT.ALUM.ANGLE o EMB C2 CONNECTION TYPE SEE MIN. o w REFERENCE ANCHOR STORM PANEL r b SCHEDULE FOR MAX. o REFERENCE ANCHOR SEPARATION o SPACING SCHEDULE FOR MAX. FROM GLASS In = 16x Z .'/ SPACING TABLE 2 u Z12". 2"x 2"I •,?, Z 2 .4•• .0.055"6063-T6 ALUM.TUBE t 5•' ;- XISTING CONCRETE, E n. O INSIDE MOUNT SECTION HOLLOW CONCRETE BLOCK O WALLMOUNTSECTION O WALLMOUNTSECTION OR WOOD FRAMING N - SCALE:3"=T-0" w SCALE:3"=1'-0" SCALE:3"=1'-0" - c•c WOOD ROOF TRUSS NE 1/4"0%MIN.5"LONG o TWO 1/4"0x MIN.4"LONG STAINLESS STEEL THREE 1/4"0x MIN.4" 7-- 25 OOD LAG SCREWS in WOOD LAG SCREWS OR FRAMING MEMBER 24"O.C.MAX.WITH > _EXISTING __- @ 24"O.C.MAX.WITH LONG WOOD LAG SCREWS 1-1/2"1-1/2" WOOD FRA 11 - --1-3/4"-MIN'EMBEDMENT=INTO EXISTINGSTUDS= - LOCK SYSTEM IN PLACE WITH A THUMB SCREW USE©OR6a WITH ID o�u c GLASS OR OR TRUSS HEAD BOLT. 1/4-20 x 3/4" > z q• „ DOOR .w w MACHINE SCREW J.J ed SEE MIN. 1 Q M =y„ - 1 WITH.675"x.675" W.',.�60 x.125"SQUARE STORM PANEL F 1- SCREW HEAD N Zwmy w SEPARATION GLASSFROM 1 x�„ g 1/2"O.D.x 1/4"I.D.x 3/16" W z O'=� TABLE 2o w 6 6a NYLON BUSHING 1-1U mm y �\ 1/4-20 x 3/4" L9 OR 1/4-20 S.S.NUT(TYP.) = in D 1,__'•."4'e MACHINE SCREW o< �/y� U_''"•"r b�•; ETA.11 N O N N 1*,. i x.125"SQUARE Uin 1 l}U17� iv1 3 m w U - r SCREW HEAD z0 wAn z -: f w O, rt• ��� E Q �\ 4,' /16"I.D.AND _.Y dm U(L /'� 1/2"010.x 3/16" 9 MINIMUM NYLON BUSHING OR 7/4-20 m `« 1/16" NUT(GALVANIZED) - ~ CI CONNECTION TYPE MIN. MB. REFERENCE ANCHOR J SCHEDULE FOR MAX. C-TRACK BLOW UP - \ LU XISTING CONCRETE, SPACING $Z I F HALSIZE HOLLOW CONCRETE BLOCK OR SCALE: d �m WOOD FRAMING C-TRACK ASSEMBLY ra SlC-TRACK ASSEMBLY-INSIDE MOUNT NOTE:USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN 53 (ISOMETRIC VIEW) INAL �$_ o SCALE:3"=1'-0" h'HEADER OR"U'HEADER TOP MOUNT N.T.S. OF STUD 011 y ��g3o Z -ga�LL• o SHUTTER OVERLAP SHALL BE Q & �2¢a A MINIMUM OF 1.5 TIMES THE FASTENER @ 12'O.C.FOR DESIGN LOADS a3P SIDE CLEARANCE BETWEEN LESS THAN OR EQUAL TO 110 P.S.F.&@ aTHE SHUTTER AND WALL Q 1/4" - 8"O.C.FOR DESIGN LOADS GREATER MAX. 1/4.. THAN 110 P.S.F.(SEE ANCHOR SCHEDULE e6 1� MAX. FOR ANY ACCEPTABLE ANCHOR) o L 1/4" 1 1/4"MAX. - o v MAX: - ALUM.ANGLE 1 ASTENER @ 12"O.C.FOR "MAX^ i ILD-OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR L DISTANCE 1"x 2"x 0.125"MIN.TO EQUAL TO 110 P.S.F.&@ 8"O.C. EXISTING CONCRETE, 2"x 5"x 0.125"MAX. FOR DESIGN LOADS GREATER 1 ALUM.ANGLE - - - HOLLOW CONCRETE BLOCK THAN 110 P.S.F.(SEE ANCHOR CLOSURE PIECE XISTING CONCRETE, 1' x 2' x 0.125"MIN.TO OR WOOD FRAMING. HOLLOW CONCRETE BLOCK m SCHED.FOR ANY ACCEPTABLE 2"x 5"x 0.125"MAX. XISTING CONCRETE, ANCHOR) OR WOOD FRAMING.SEE W HOLLOW CONCRETE BLOCK ANCHOR SCHED.BASED MIN OR WOOD FRAMING.SEE ON TYPE OF STRUC. - ANCHOR SCHED.BASED lo ON TYPE OF STRUCTURE yr` Tl WALL MOUNT CLOSURE DETAIL Q BUILD-OUT MOUNT CLOSURE DETAIL T3 TRAP MOUNT CLOSURE DETAIL c N SCALE:1-1/2--=V-0" SCALE:1-1/2"=V-0" _ SCALE:1-1/2"=T-0" >9 s -EXISTING-- -- KN�f - - - - - - - _ ___�_ �. ._ �`t�---- -- ----_BAY-WIND W_..� .�._ .. A-1 I 1 1111 a 1/4-20 S.S.BOLT ISTEEL 1/4-20 S.S.BOLT t N0.41961 BOLT&WINGNUT _ _ - _ _&.BOLT&WINGNU -_ _ - _ _ __ e ___ J.W.Knezevich _- - @-24"O.C.(TYP.) - '- - - 1/4-20 - 24"O.C.(TYP• Ps smnal Ensineer &BOLT * LtifPI_No:PE41%1 @ 24"O20 GAGE STEEL BENT PLATE 1"OVERLAP ♦•Q';20GAGOR 2"x 2"x 1/8" ♦�!'•, STATE OF • BENT P6063-T6 ALUM. Q•:• ,t• OR 2"x 1 BENT PLATE 4 • N �O_RIOp',' ♦• ANGLE6063-T1"OVERLAP MAX. •***""pNA1.E�C�♦ 4" U3 CORNER CLOSURE DETAIL �' ♦♦♦ scale: AS NOTED MAX. SCALE:1-1/2"=V-0" Drawn by: ARV This item has been electronically signed and sealed by OCORNER CLOSURE DETAIL ©CORNER CLOSURE DETAIL 009- Date: D4 10 2015 Ul U J.W.Knezevich,PE on 819/17 using a Digital Signature. l SCALE:1-1/2"=T-0" SCALE:1-1/2"=T-0" KCIS-010 Printed copies of this document are not considered signed HURRICANE PROTECTION sheet5 of s S"LONG HANDLE .^ RIVETED TO PANEL CI CONNECTION TYPE V �� REFERENCE ANCHOR LL . SCHEDULE FOR MAX. SPACING 7•• 3/8"0 HOLE FOR 1 FASTENING PANEL =F V.ou IE PUNCH 1/2"x 1"HOLES IN _____ ' Z-V I. ANCHOR SCHEDULE ADJACENT PANELS TO RECEIVE J J o FASTENER MAXIMUM SPACING(INCHES)REQUIRE)FORVARIOUS DESIGN LOADS AND SPANS THIS BOLT W/PM NUT.PLACE 'Y_ •• PANEL OVER EACH ADJACENT N'z�m� PANEL AND FASTEN WINGNUTS IN � T w MAX SPANS UP TO SPANS UPTO SPANS UPTO FROM THE INSIDE �MBEO. --- to 40z F LOAD 5'_0• 9'-0' 12'-0' \\\ rn ANCHOR TYPE (PSF) u�•S H F: SEE (SEE NOTEI) (SEE NOTE (SffNOTE1) @TYP. :, XISTING HOLLOW Ji g T CONCRETE BLOCK O W 3 m x NOTE coNrlEOlar4nrE CONNECTIONn �Tanl� 1E coMNV D, 9a a (SEENO7E3) (SEE NOTES) (SEE NOTE 3) (MAX.PANEL HEIGHT=7'-4'&MAX.DESIGN LOAD 72.00 PSZ .F� YLLm � S66 0.75"Edge Distance 1/4-20 x 1"MACHINE y©INTERIOR FASTENING ANGLE ASSEMBLY ^� 3 CA C5 C1 C2C3 C4 C5 Ct C2 C3 C4 C5 SCREW STUD WITH 76 11 s 16 14 9 6 5 16 11 7 414 WASHERED WINGNUT[¢l SCALE:1 12 0-C.(CONNECTS 13 8 7 1 6 11 7 4 4 16 8 5 TO ADJACENT PANEL) 'e- DETAILS LU T i 0 7 8 18 9 8 4 3 t6 8 5 1�+1& NOTE: ZTHESE DETAILS DEPICT THEHANGER BOLT 9 6 5 16 8 5 3 3 16 8 5 CONNECTION OF THE LAST PANELM[N I.7S PFNEIRATION fi a a 76 8 5 3 3 16 8 5 o FOR AN OPENING WITH PANELS " WALL MOUNTED INSTALLED FROM INSIDE.USE 5"x 2"x 1/8"x CONT. 2-1/2"x 1-1/4" OF THESE DETAILS SHALL BE IN 0.75"Edge Distance W STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN"h" C7 C2C3 C7 C5 C7 C2C3 CA C5 C1 Q C3 C4 C5 (SEE SECTION T) (TIP.BOTH SIDES) HEADER OR'*U"HEADER TOP MOUNT. _ a 48.0 16 16 11 9 7 16 9 6 5 4 15 7 4 3 3 16 13 8 7 5 15 7 4 4 3 11 5 3 3 Q OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) a 76.D 16 11 7 5 4 12 6 3 3 11 5 3 N.T.S. J o$ 1/4'0 LAG SCREW OR HANGER BOLT 90.0 16 9 6 5 4 11 5 3 11 5 3 MIN 1.75 PBEIRATION 120.0 14 7 4 3 3 11 5 3 11 ANCHOR SCHEDULE w C7 Q C3 Gl C5 Ct Q C3 C4 CS C7 Q q C4 CS SHE0.75;;Edge Distance FASTEMERMAXIMUM SPACING(INCHES)RBCUIRENA SEE D FORVARIOUS DESIGN LOADS ASPANS EE SHEHOR NOTE' "d �{ ' EFBFOR ANCHOR NOTES. 48.0 16 8 5 u.. ' 9 4 t. 7 3 U 0 62.0 13 6 4 iY / 7 3 - 5 + It LOAD SPANS UPTO SPANSUPTO SPANS UP TO 7J36t4 BRASSWOOD BUSHING W/7/B'134BED 76.0 10 5 3 ;f�i 6 L� • S ]�P N ANCHORTYPE (PSF) S-0' 9'-0' 12'-0' IN WOOD W(iH G=055 90.0 9 4 "� 5 u 5 _ N SEE (SEENOTEI) (Sff NOTE1) (Sff NOTE1) p 120.[1 6 3 '_ '..1 5 5 S>+ W NOTE? COM�iIONTYPE OOMI�EIONTYPE CbM�T1ONTYPE 3 0.75"Edge Distance (SffNOTE3) (SEE NDTE3) (SEE NQTE3) w - - 2"Edge Distance c C7 C2 C3 C4 C5 C1 C2C3 C4 C5 C7 C2 C3 CO CS W o 48.0 18 16 16 16 16 18 1161,1 13 10 16 13 8 10 7 C'I Q C3 C5 p Q L3 Q C3 L5 0 16 16 11 11610 6 9 6 15 7 4 6 448.620 16 16 15 16 14 16 10 7 16 70 6 7 5 62.0 16 74 9 12 9 18 7 5 7 5 12 5 3 5 3 7fi1616 12-15-11--16 B _6_ i6- 9 6 7_ 5- ___ 0' H125rAINIFiS STEEL- - ----- 2 SMSW/2'-EYEVJNl 76.0- 16 113 10 7- 13 6_-4_-5__4.-11 5. 3_-5: 9sO ARMOR 05BRTW/2' Q,FETIAEE m W/STALGARD HNLStI 90.0 16 16 10 12 9 16 7 5 16 9 6 7 5 N 90.0 16 9 6 8 6 11 5 3 5 3 11 5 3 5 3 •DRSTAIM135SiEfLW/1- 6'BLED SCRBN EMBED IN IN WOOD WTIHG=055 120.0 i6 12 8 9 7 16 7 5 16 9 6 7 5 Q GROUND BLOCK 120.0 15 7 4 8 4 11 5 3 5 3 17 5 3 5 3 0.75"Edge Distance O ♦♦KN■ •• e w w 25'Edge Distance �c7' ____ - C7 C2 C3 C4 CS C1 Q C3 CA C5 C7 C2 C3 C4 CS -- -_ _ _ _W __ _ _ _____-__ __K� •• _ -_- :...__._ -_. -_ -._r...r __ ._r__ � _ _ C7 Q Q CA CS Ci Q Q Cit C5 Ci Q p CR CS:�-- - _. _ �. -_ - ♦�• ...��+ • - - 79� 48.0 16 is 12 12 9 76 11 7 7 5 ]16 8 5 5 4 =O s,..• 48.0 16 13 9 16 13 16 7 5 13 7 12 5 3 10 5 ,..; NLt�J 62.0 16 15 9 9 7 i6 8 5 5 4 6 4 4 3 62.0 16 10 6 16 10 12 6 3 10 5 9 4 7 4 • !■ N0.419676.0 16 12 8 7 6 14 7 4 4 3 6 4 3 3 5/16'O ELCO ULTRACON J.W.KDEZE!Vi[h914WOODSCREWOR 76.0 16 B 5 15 B 10 4 3 8 4 9 4 7 4I/II1410SMS 9007610 66 5 13 fi 4 3 3 6 4 3 3 W/2.25 EMBED IN 90.0 15 7 4 12 7 9 4 7 4 9 4 7 4 �r�zsbnEWOOD-S'DI®0.55 120.0 16 7 5 5 IN 3 13 6 4 3 3 6 4 3 3 GROUTED BLOCK r ■ ftlime -PE4361 w 0.75"Edge Distance 1zo.o t1 s 3 s s s a 7 a s a 7 a � STATE OF •� C1 C21 C31 C41 CS C7 QpC4 C51 C7QC3G CS � �-'-• '� • 48.0 16 11 7 9 6 13 6 4 5 3 10 4 3 3 - ♦ '• �ORI�P.``r� L120.0 16 8 5 7 5 f0 4 3 4 3 7 3 :1 3 4 ••',s�ONALE�;♦♦ •■■��■• 15 7 4 6 a 8 a 3 7 a This item has been electronicallysigned and sealed b Scale: AS NOTED p14W00DSCREWOR g r Dmwnb: ARV 01+10SMS 12 6 3 5 3 7 3 7 3 J.W.Knezevich,PE on 8/9/17 using a Digital Signature. B Q W/I.S ENBED IN WOODWnNG=0.42 9 4 3 7 3 " 7 3 (I Date: 04/10/2015 Printed copies of this document are not considered Ob 5-xa ®�' KC15-0107 signed and sealed and the signature must be HURRICANE PROTECTION sheet 6 of 5 t9 zA• � � ANCHOR SCHEDULE ANCHOR SCHEDULE W>>de v FASTEERMAXIMLIM SPACING(INCHES)REWRE3FORVAMOUS DESIGN LOADS AND SPANS FASTENER MAXIMUM SPACING(INCHES)RECURE)FOR VAPoOLS DESIGN LOADS AND SPANS N Z"mac W�omx 7 MAX SPANS UNTO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UPTO SPANS UP TO = MAX Zi=2 LOAD 5'-0" 9'-0' 17-0' S'-0' 9'•0' NSU SPANS UP TO SPANS UPTO SPANS UP TO V�'•«ry ANCHORTYPE (PSF) z 0!'��' F: SEE (SEENOTEI) (SEE NOTE 1) LOAD 5•.p• gtp• 1y-p+ N ) (SEE NOTE I) (SEE NOTE I) (SEENOTE t) (SEE NOTE I) IZ ANCHORTYPE (PSF) (SEE NOTE I) (SEENOTEI) (SEENOTEI) i V W x�3 m N_N NIOTEI CONNECfK1N TYPE CONNECTUNTYPE CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE N W X NOTE1 CONNICDONTYPE COMRECTLONTYPE CONNECTIONTYPE _Y vP (SEENOTE3) (SEENOTE3) (SEENOTE3) (SEENOTE3) (SEENOTE3) (SEENDTE3) W 1.5"Edge Distance 3"Edge Distance (SEENDTE3) (SEENOTE3) (SEENOTE3) nm�mw W2.5 FA a Distance ., Cl C21C3 JC4 IC51 Cl C2 q G7 C5 Cl.C2 q 07 CS Ct C2 q CA CS C1 C2 q CA C5 C7 C2 q CA q W 9 48.0 16 18 13 16 tfi 16 12 7 13 70 1B 9 5 9 7 16 16 16 16 16 16 14-9 16 15 16 11 7 16 11 `�"oiF--� �"" C1 C2 q CR C,5 C7 C2 q CA q C7 q q CA CS 1/4'08UILDIXTAPCON 82.0 18 18 10 i6 74 16 9 B 10 7 14 7 4 7 5 16 18 13 1fi 16 18 11 7 18 t1 18 B 5 12 8 * 48.0 18 18 18.18 18 16 14 9 18 11 16 10 7 12 B W n SS OR CUMASEPI. 76.0 16 13 8 14 11 15 7 4 8 6 14 6 4 7 5 16 16 10 16 16 16 9 5 13 9 16 8 5 12 8 62.0 18 18 13 18 15 18 11 7 13 B 16 8 5 B 8 Q COATING W/1.7S H48® 90.0 18 11 7 12 9 14 8 4 7 5 14 8 4 7 5 18 14 9 18 14 18 8 5 12 8 1p 8 5 12 8 1/4°O ELCO PANEIMATE PRO OR 78.0 6 10 18 12 to 9 5 10 7 16 g 5 9 6 e fi'a IN 3 KSI CONCRETE FEMALE ID W/STALGARD FINISH - 120.0 18 8 5 9 7 14 fi 4 7 5 14 6 4 7 5 16 10 8 15 70 16 8 5 12 8 18 8 5 12 8 yp/1,75'E48® 90.0 6 13 9 16 10 16 8 5 9 6 16 8 5 9 8 t"Edge Distance 2.S'Edge Distance IN 3.35167 CONCRETE N 120.0 16 10 fi 12 8 tfi B 5 9' 6 t6 8 5 9 6 F �= rw W2. eDistance �&`• -Cl C2q Coq C7 ggGq C1 C2C3 Coq C7 C2q Coq C1 C2 C3 C4 CS C1 C2gCA C5 WZ 9 C5 C1C2q C4 CS C7 C2q CA q016 18 14 16 16 16 12 7 11 9 16 9 5 8 7 161614161616 12 8 16 14 16 9 6 16 10 1/4'Cd ELCO ULTRACON 620 18 76 11 16 13 16 9 8 9 7 14 7 4 6 5 16 16 11 16 16 16 9 6 16 11 15 7 4 12 8 48.0 16 16 12 8 15 10 16 9 6 11 7 2 1w•a W/1.75FMB® 62.0 14 16 9 e'12 7 15 7 4 9 5IN 2.B KSI CONCRETE 78A 16 13 9 13 11 16 7 5 7 B14 6 4 6 5 16 14 9 16 16 16 8 5 13 9 14 7 4 12 890.0 18 11 7 it 9 14 6 4 6 5 14. 6 4 6 5 16 12 7 18 73 14 7 4 12 8 14 7 4 12 8 112STAIMESSSTEt3.SM576.0 t1 16 7 5 9 6 14 7 4' 8 53W/EYEWALL ARMOR INSERRT gp,0 9 14' 7 4 8 -1 14 7 4 B 5 !9 120.0 16 8 5 8 7 14 6 4 6 5 14 6 4 6 5 16 9 5 15 10 14 7 4 12 8 14 7 4 12 8 W/2-SCREW EMBED pIN 2 KSI CONCRETE 120.0 7 14 7 4 8 5 14 7 4 B 5 W 1.25'Edge Distance 3"Edge Distance e6 20".Eidge Distance o U .y Cl C2gC4 CS Cl C2q CA CS C1 C2gGC5 Cl C2 C3 Coq Cl C2 qCa CS C7 C2gCRq NY G T FF__�I' % % Cl C2 q CA CS C1 C2 q CA q Cf C2 q CA CS `* 48.0 18 75 10 15 10 16 8 5 -8 5 13 6 4 6 4 16'16 16 tfi 16 16 14 9 16 13 16 70 7 16 9 W Et I. 1/4"O ALL POINTS 620 16 12g58 14 6 4 6 4 10 5 3 4 3 16 16 13 16 16 16 11 7 16 10 16 8 5 12 7 P• 48.0 18 16 16 16 16 16 15 9 16 11 16 11 7 12 8 so 76.0 78 9 11 5 3 5 3 10 4 3 4 3 16 16 10 18 14 16 9 5 13 8 16 8 5 12 7 U 62.0 16 16 13 16 15 16 11 7 12 8 16 B 5 9 6 1/420 STAINLESS ST®. 0 012 STAINLESS SiffLSMS 78.0 18 16 11 16 i2 16 9 6 10 7 is B 5 9 6 BOLT W/7/B°EMBED 90.0 16 8 10 4 3 4 3 10 4 3 4 3 16 t3 9 16 12 16 8 5 72 7 16 8 5 12 7 V W/2.75'EYEWAIL ARIN 3 KSI CONLIiETE INSERT W/2.5'SCREW 90.016 14 9 15 10 16 8 5 9 8 18 8 5 9 6 120.0 13 8 10 4 3 4 3 10 4 3 4 3 46 10 6 15 9 16 8 5 12 7 16 8 5 12 7 EMBED IN 2 KSI CONCRETE 120.0 16 11 7 11 8 16 8 5 9 a is 8 5 9 6 - W 1""Edge Distance 2.5"Edge Distance 1.5"Edge Distance Cl C2 C3 C4 C5 Cl C2ggq C1 C2C3C4 C5 Cl C2C3Coq C1 C2C3 Coq Ct C2q CA CS [�9��1�� W 48.0 16 16 10 16 16 16 9 5 14 9 14 6 4 10 7 16 16 13 16 16 18 11 7.16 13 16 8 5 16 10 T= C7 C2 q CA CS C1 C2 C3 C4 q Cl C2 q C4 q 48.0 16 10 a 16 11 11 5 3 9 6 '8 4 6 4 C o CONCRETE SCREW BY - ---- _-- 11 7 tt 5 e 5 16 16 10 1s 16 79 9 5 16 10 14 e 4 t2 7 y v MILLENNIUM FASTENNERS- -.78.0 18 10 B 18 1t 12_ 5 9 8 10_ 5 8_ 5_ 16 13_ e_16 15 15 7_ 4.14. e_ 13-6_ 4_12 7_ W/PERU4ASEAICOATI1/4'0 POWERS N -78.0-'13-8-=4='10 7-=7-=3 7 4 6 3 ti 5 i7 4° MILLFASTANCHOR 62.0 16 12 8 16 13 14 7 4 62.0 16 7 5 12 8 9 4 -- ____ ___ - - S--3==6:=3 =5==3=--__ - - -_�=2 IN W 3.3 K51 CONCRETE 1.75"EMBED90.0 18 8 5 14 9 f 0 5 8 5 10 5 8 5 16 11 7 18 13 13 6 4 12 7 13 6 4 72 7 W/I.7S ROBED 90.0 11 5 3 8 5 6 3 5 3 6 3 5 3 720.0 13 B 4 10 7 70 5 8 5 10 5 8 5 76 8 5 16 9 13 8 4 12 7 13 8 4 12 7 IN 3 KSI CONCRETE 120.0 8 4 8 4 8 3 5 3 6 3 5 3 3.0"Edge Distance w-C C2 q CS C5 67 C2 C3 C4 C5 (� C2 C3 Cd - - 48.0 16 16 13 16 16 16 11 7 16 121161 8 5 13 9 v a 1/4'OPOWERSTAPPER 62.0 16 15 10 16 16 16 8 5 14 s 13 6 4 10 7 W/PERMASEAL COATING 7s.0 tg 12 B 16 14 74 7 4 11 7 13 8 4. 10 e c W/1.75°EMBED_ _J.W.WKneze%dch IW KSI CONCRETE 90,0 16 10 B 16 11 13 6 4 10 6 13 6 4 10 6 Proresi...I Engineer FLLI n No;PE41961 120.0 16 8. 5 13 8 13 6 4 10 6 1131 6 14 1101 6 ANCHOR NOTES: Scale: AS NOTED SEE SHEETS FOR ANCHOR NOTES. q Drawn by: ARV Q p Date: 04/10/2015 KC15-0107 HURRICANE PROTECTION sheet7 of 8 J. ANCHOR SCHEDULE ANCHOR SCHEDULE I fI FASTENERMAXIMIM SPACING(INCt6)REQIRED FORVAfaGS DESIGN LOADS ANDSPANS FASTEMERMAXIMUM SPACING(INCHES)FISQLIREIFORVAMOUS DESIGN LOADS AND SPANS �/ m ti �ZU ^ w MAX SPANSLPTO SPANSWTO SPANS TO SPANS UPTO SPANS WTO SPANS LIP COO MAX SPANSWTO SPANS WTO SPANSUPTO _Jd0 c LOAD 5'-0' 9'-0' 17-0• S'-0" 91-W 17-0" 1- LOAD m.0 9 W ANCFIDRTYPE (PSE) y 5'-P 9'-0' 17-0' f SEENOTEn (SEENITEII (SEENOTE7 ANCHOR TYPE (PSE] > Z A• vF,' SEE ( 1 ISff NOTE 7) (SEE NOTE71 (SEEN07E 7) F SES 'ESENrnEtI 'BE3:IATE1) (SEENOTE7) rJ J oa c NOTE CONNECTION_PE FEE CONNECTIONTYPE COMl1SrEgNTYPE OONECigNTYPE COMMON TYPE vl W E1e u x X NS E1 CCNMONTYFE CONJtrECTKKNTVFE CONE;TONT•PE m (Sff Non (Sff NOTES) (SEENOTE31 (SEENOTE3) (SEENOTE3) (SEENOTE3) W (SEE NOTE 31 (SEE ND7E7) (Sff NDTE3) V1. 2"Edge Distance 4"Edge Distance Z„ W 2.5"Edge Distance y Oe CI C2 C30U C5C1 C2 C3C4C5C1 C2C3 G C5 C1 C2 C3C4C5 C1 C2 p G CS C1 C2 p G p W LUZ } C1 I C2 C3 C41 CSI C7 I C21 C3 C41 C51 C7 I C2C3C4C5 V«m n 48.0 6 11 5 4 6 "' 4 .10 6 ')+ 1/ 8 5 7 d 5 62.0 8 l 8 4 4 I#4 7 11 5 4 8 [ 1 - 48.0 %934 Wel 7 4 8 4 5 _ - 1/4'OBUILDEKTAPCON _ u4'OflWPAN9IMTE 620 s 6 4 X1,.1 Q]SSS ORQBNSEAL 78.05 7 1 8 iT 9 1 4�' S ed PR0. 76.0 5 fi T TI 4 r !\N ,.-,3CO4TING L 1.0'EMBED 90.0 4 6 - r - S 7 _ _ 4 f - 4 'AMSTAIGARD IN HOLLOWBLOCK FItOSH W 1.75 D1BED120.0 1 N _ 4 5 4 4 IN YBLOIX 90-0 4 - 6 - 4 i7200 4 trA 6 W w 1"Edge Distance 26"Edge Distance 2"Edge Distance C1 C2pGpC1 QpGCS C1 C2pGpCf C2pG pC1 CLp G C5G GpGp y _ QQ_ W g „~ Tl--rw�wu.wu.+o 48.0 14 8 12 7 7 sR_ 6 11 9 18 9 7 - 11 ' e �E-��O•,-•// CI C2 C3C4CS C7 C2 C3 G CS G CZ C3 G G5 J 48.0 16 11 7 14 9 12 6 3 8 5 9 d 6 3 62.0 10 8 9 8 !° r p y 10 18 7 8 8 2` 6 m pyl5TaN1F555fFEL 1/4"0 DCO ULTRACON - ,y - 4: 620 16 8 5 11 7 9 4 3 6 3 713" 4 r? J Y 78.0 8 7 t'` 8 17 7 8 - 3 SMS W/7 EYEWALL W a t3 W/IlS Dom® ! T` a O /igMOR p)SgyT W/ 76.0 14 6 d 9 5 8 3 5 3 7 3 4 ' Z .a., O IN NOHOW BLDIX 90.0 7 e 7 11 a 4Y� .. a 1.25 SCREW EMBED d ^ 90.0 12 5 3 7 4 7 3 4 7 3 4 3 120.0 =. - -,L .'€ e e .'' .. s t- .. s = IN HOLLOW BLOCK 120.0 9 4 IrA 5 1 3 7 3 44 tYj 7 3 - 4 it 0 1.25"Edge Distance 3"Edge Distance - J w CI I C21 C31 C41 C5 CI I C21 C3 G CS Ct C2 C3 JCS C7 C2 C3 G C5 C1 C2 C3 G C5 C7 C1 C1 G CS W 3"Edge Dista* G Q CSG CS C7 C2p GCS Ct p p GCS Mx48.0 16 7 5 9 8 9 4 5 3 6 3 16 15 9 18 13 18 6 5 12 7 13 6 1 9 5 1/4'OPLL PoIMS 82.0 12 8 3 7 1 7 7 4 5 =t r18 77 7 i6 10 13 8 4 9 5 70 4 3 7 4 48.0 17 5M76 4 4''e ;. 6 '_SOLUIDDSEFAM310R6 780 10 5 3 5 3 5 3 5 w' 1B 9 8 14 8 17 5 3 7 4 9 { 3 7 4 1/q"O POWERS TAPPER fi2.0 84ZV4205TABNLSSSTEa - W/PERNA-SEAL COATING76.0 7 BOL8 4 -'4 7 5 S. •' 5 516 6 5 11 7 9 / 3 7 4 9 4 3 7 4 WJ 1.25 EMBED 120.08 3 3 5 p H41 5 W HOLLOW BL00i 90.0 fi12 6 3 6 5 9 4 3 7 4 9 { 3 7 4 1"Edge Distance 26"Edge Distance 720.0 4 4 y o m? 771 -1-1 C4CSG C2pGC5C7 C2C7C4CS C7 C2pC4 CSG C2C3Gp C1 C2 C7G CS m ala 48.0 18 8 5 11 6 9 4 '� 41 7 r19M 4 W0161 8 15 11611111014 lir.72 8 7 9 d O -o 1/4.0 M61FAST SCRMAYOR 62.0 13 6 4 9 6 7 5 "14 I.W4 1.1.1. 7 NOIlENtOUM EAST@195 76.0 10 5 7 5 5 31 5 !_ jEL 11 5 13 7 N 7 4 5 8 G W/1.25 f1ABED see 8 1 6 4 5 5 � 9 4 - 1115 5 �'-' 9 S 6 IN HOLLONlBLWC 120.0 6 F.- d S �...- <... 6 ANCHOR NUM: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE SHUTTER SPANS FOR SPEOFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE I ON SHEET 2. 2. AN EFFECTIVE WINO AREA OF IO SO FT.SHALL BE USED FOR DETERMINING WIND LOADS FOR ANCHORS. N o 3. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIA ANCHOR TYPEE,,AND EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUT AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. N 0 4.-SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE _ ___ - - __ --___ -_____-__-_____ ____ _ _ ___ _ _____ ----____ a 5. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK GROUTED MASONRY,OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF E Ud G STRUCTURE R 6. ANCHORSSHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. ♦ONN194" e _)._MINIMUM EMBEDM_ENFAND EDGE DISTANCE EXCLUDES WALLHNIR ORSNCCO-----_ --- _______ -___ -__.�__________ ___-___ _-___- _-._ _____ __ -}_ - 8. WHERE DI ISTING STRUCTURE IS POST-TENSIONED CONCRETE.COMRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND - - - LEN$` • v COORDINATE ANCHORAGE SUCH THAT GABLES ARE NOT DAMAGED. :' �. F~•'•. a 9. WHERE EXISTINGSTRUCTURE ISWOODFRAMING,WOODFRAMINGCONDITIONSVARY.HELD VERIFY THAT FASTENERS ARE INTO NO.41961 ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE a •_J.W.KEIe28VlCt1 PIECES. _ _ _ _ _ _ _ _. _ _ - _ 10.WHERE LAG SCREWS AND WOOD SCREWS FASTEN TO NARROW FACE OF SND FRAMING,FASTENER SHALL BE LOCATED IN '* * .�vraEnbrul Engineer CENTER OF NOMINAL 2'X 4'((MIN.11 WOOD SND.3 4'EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.WOOD SND TCNIrne No.:PE 41961 SHALL HAVEAMINDENSINASNOTED IN ANCHORSC�EDUIE SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEKHFAD. ��•• STATE OF '.o-'• . 11.MACHINE SCREWS SHALL HAVE MINIMUM OF I/2"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN •�Q`-=.• .O i- • HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT),U.O.N. 12.®DESIGNATES ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE USES. ALN00 13.'DESIGNATES ANCHORS THATARE REMOVABLE BY REMOVING MACHINE SCREW,NUT OR WASHERED WINGNUT. •�4r�MM00�• 14.ALL CONCRETE ANCHORS SHALL BE INSTALLED IN UNCIACKED CONCRETE ONLYWHTH A MINIMUM CONCRETE STRENGTH AS This item has been electronically signed and sealed by Scale: AS NOTED NOTED IN ANCHORSCHEDULE. J.W.Knezevich,PE on 8/9/17 using a Digital Signature. Q q Drawn by: ARV 15.WHEN ANCHORING TO CONCRETE BLOCK,SDS AND IMPACT DRILLS SHALL NOT BE USED TO DRILL INTO BLOCK OR TO INSTALL Q �;7�11 Date: 0410/2015 CONCRETESC REWS. Printed copies of this document are not considered ��GLLl a..w N. sheete signed and sealed and the signature must be ®� KC1 HURRICANEPROTECTC7N t8 afS of8