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Home My WebLink AboutProduct Approval NFRC Report RECE7 MAY U Quote# 5161102 PO Number: Lucie coup.__ Job Name: STEAMATIC-2662 CONIFER www.pgtindustries.com Job Address: Line# Item Description Quantity Location 0001 MULTI-PART MULTI-PART UNITS Ordered: (1.00) 73.X62.X.,5400,TW,MTCH COL,W,.625FLANGE,EQUAL 1.00 -- - PO Number: BEGIN MODEL SET 001:::::::....................... Series:5400.0000 Combination Configuration:TW Unit 1 (Bottom Left Unit):SH5400 MON®. Unit 2:SH5400 Frame Type:.625FLANGE Assembly Options:MTCHCOL Width Equal or Width:EQUAL 1,7 end Mull(s):Y Mull Part Selection:MULUCVR/CLPSWiSize Slection:ACTUAL dth:73.0000 Height:62.0000 Vertical Mull:1.25X3.25X.100 Frame Color:White Glass Color:CL .. Boxing Options:N 0001 SH5400 VINYL SINGLE HUNG 5400 Ordered: (2.00) 35.875X62.X.,STD,5/8"FL,W,EQUAL,IG,CL,ES Max,9/16" 1.00 GBG,2V1 H/2V1 H,DBL,SWEEP,1 816K-INSTALLED,CMFRT LFT HNDL Certification Type:MIAMI NOA Selection:17-0630.06 Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Actual Size:35 7/8 X 62 Rough Masonry:37 5/8 X 63 Wood Frame:36 1/8 X 62 1/4 Egress:31 5/8 X 26 3/8(5.7858 SQFT) Frame Color:White Balance Type:CONSTANT Does unit need to meet Turtle Code:NO Glass:3/4"IG(1/8 AN-1/2 AIR-1/8 AN) Argon Gas:NONE Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Grid Type:9/16"Flat GridBETWEEN GLASS Grid Style:STD Grid Location:UNIT Summary Top:3A2D LITES(2V1H BARS) Summary Bottom:3A2D LITES(2V1H BARS) Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:C.SH5400 Boxing Options:None Vent Latch:N Comfort Lift:Y Lift Rail:N WOCD:N Lock Type:Sweep Latch Decralite:N Reinf.Upgrade:None Acc Glass Breakage:N Upgrade Hardware Finish:N Vent Ht:30.6430 CAR#:17-0630.06 PositiveDesignPressure:50.0000 NegativeDesignPressure:96.7000 PANumber:FL-239 EnergyStar:1.0000 CondensationResistance:56.0000 UF:0.3300 SolarHeatGainCoeff:0.2000 VT:0.4300 VTCOG:0.6400 0001 SH5400 VINYL SINGLE HUNG 5400 Ordered: (3.00) 35.875X62.X.,STD,5/8"FL,W,EQUAL,IG,CL,ES Max,9/16" 1.00 GBG,2V1H/2V1H,DBL,SWEEP,1816K-INSTALLED,CMFRT LFT HNDL ILE Or to 4/9/2018 Page 1 of 2 Certification Type:MIAMI NOA Selection:17-0630.06 Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Actual Size:35 7/8 X 62 Rough Masonry:37 5/8 X 63 Wood Frame:36 1/8 X 62 1/4 Egress:31 5/8 X 26 3/8(5.7858 SQFT) Frame Color:White Balance Type:CONSTANT Does unit need to meet Turtle Code:NO Glass:3/4"IG(1/8 AN-1/2 AIR-1/8 AN) Argon Gas:NONE Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Grid Type:9/16"Flat GridBETWEEN GLASS Grid Style:STD Grid Location:UNIT Summary Top:3A2D LITES(2V1H BARS) Summary Bottom:3A2D LITES(2V1H BARS) Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:C.SH5400 Boxing Options:None Vent Latch:N Comfort Lift:Y Lift Rail: N WOCD:N Lock Type:Sweep Latch Decralite:N Reinf. Upgrade:None Acc Glass Breakage:N Upgrade Hardware Finish:N Vent Ht:30.6430 CAR#: 17-0630.06 Positive Des ignPressure:50.0000 Negative DesignPressure:96.7000 PANumber:FL-239 EnergyStar: 1.0000 CondensationResistance:56.0000 UF:0.3300 SolarHeatGainCoeff:0.2000 VT:0.4300 VTCOG:0.6400 0001 MULL MULL BARS Ordered: (4.00) 62.,W,.625FLANGE,SERIES 5400,MTCHCOL,MULUCVR/CLPS 1.00 Product Family Series:5400.0000 Certification Type:MIAMI NOA Selection: 17-0630.01 Part Selection:MULUCVR/CLPS Frame Type:.625FLANGE Mull Bar Type: 1.25X3.25X.100 Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM Frame Color:W Assembly Options:MTCHCOL Packaging Options:N END MODEL SET 001: Print Date 4/9/2018 Page 2 of 2 t'n ep"C017ao U) - T-?e L-- �S s /v0 %j — eT" FILE Copy RECEIVED l.% MAY 01 2018 ST, Lucie county, Permitting RECEIVED ` MAY 01 2018 ST. Lucie County, Permitting MM IACaADE MIAMI DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 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. 1070 Technology Drive e ILE COPY 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 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(AHJ). 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 expense 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. 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 06/06/17,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 Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of 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 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 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 NOA#16-0714.04 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. / NOA No. 17-0630.06 MfA.MMADE COUNTY � / Expiration Date: July 30,2020 Approval Date: November 30,2017 Page 1 PGT Industries,,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. NW-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15, with revision B 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,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer'NXTrm 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. 16-0714.04) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading 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) C. CALCULATIONS 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) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel Pere Product Control E=63 NOA No. 17 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBISUTTED E. MATERIAL CERTIFICATIONS(coN'1'pajm) 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 Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 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 5th Edition (2014) and FBC 6th 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 revised 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 Control Section, dated March 09,2016, signed by Isha.q Chanda,P.E. (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. Manuel P .E. Product Contro=-06 er NOA No. Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR 2&1/8'MAX.O.C. 21-5V i'i ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING HEADER(S My 1Y MAX.FROM 52-1/8'MAX.BUCK WIDTH MAX.O.C. —HEADER FOR SIM.FOR ALL TOP VARIES PER REINFORCEMENT NOT RATED FOR FOR ALL FRAME SEAM _� 30' 12'MAX / / WINDOW TYPES) ��L•SEE SHEETS&7 IMPACT RESISTANCE WINDOW TYPES) SB.SEE HEETS�.--.-.� MAX.O.C. -(,( \y -�•{ 52-1/8'MAX.BUCK WIDTH A SEE r-- —T� 10'MAX.FROM III SEE SHEETS 1-1/4' B,SEE�._._. 30'MAK•Q•C, �•I 12,MAX SHEET 3i r FIXED VISIBLE 12'MAX' / FRAME SEAM D,SEE _ 8&9 SHEET 3 `�-�— 1 LIGHT WIDTH SHEET 4 A,SEE -- B,SEE„� 30'MAX.O.C.�.J SHEET 3i 112'MAX. SHEET 3 12'MAIL C.SEE r.-. .-.t.� I FIXED SHEET4+ I I / + EQUALLY / VISIBLE �— SHA,SEE EET 3i--. ._. / 12'MAX. EOISPACED j I 17-7fI'MAX.O.C. ANCHORS PER I HEIGHT 17-718'MAX.O.C. / LIGHT TABLES B d 7 I EQUALLY JALLY ANCHORS PER I I 17.7/8'MAX.O.C. TABLES 6 S 7 I I I 91.78" SPACED I I / MAX. ANCHORS PEROI 84' O I T MAX I T BUCK TABLES 6 d 7 / 82' O I I BUCK BUCK HEIGHT MAX. HEIGHT X 10'MAx.O.C. HEIGHT X I I 10*MAX O.C. X I 10'MAX.IO.C. HEIGHT I ^ ASSHOWN I _ I ��—L 1 X ')j (8AX.) 1 MAX.) I I / 13.3/4'MAX.D.C.13.314'MAX.O1EQUALLYEQUALLY 13.94MAXO.C. EQUALLY Y i L--- --- - SPACED / _L SPACED I VISIBLE I—� SPACED I`— l SEE I ANCHORS PER I ANCHORS PER LIGHT ANCHORS PER 1 TABLES 687 I / A TABLES 6 d7 / HEIGHT A TABLES887 ^------ A SN BETS �• / C I 6-17 MAX. )&17 MAK. B _JNO ANCHORS ATS61 _ NO ANCHORS AT SILL __ --52-118'MAX.BUCK WIDTH `-��.NSEE SILL WEEP-pTCH pETA0.S, BJ SEE 361 WE B ANCHORS AT SILL SEE SILL WEEP- D ---J 1-1/4' SEE SILL WEEP- SASH VISIBLENOTCH DETAILS, 52-1/8'MAX.BUCK WIDTH -�..NOTCH DETAILS, NOTCH DETAILS, SHEET 3 LIGHT WIDTH SHEET 3 SHEET 3 SHEET 4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 75'HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GENERAL NOTES..................................-.............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, ELEVATIONS.........................................................1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FRAME,GLASS It ANCHOR OPTIONS.................2 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE d EQUAL LEGIBOX.....3 DEPICTED AS 2X ARE-1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN&JCHANNEL...4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS................................................5 5)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......................_...................6-7 SHOULD BE SEALED.OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR OUANTRIES......................-....-........... 8-9 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, EXTRUSION PROFILES.......-.............-.-.-..........10 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST...................................11-12 A.NEGATIVE DESIGN 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 E1300. •2017 FLORIDA BUILDING CODE(FBC),8TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. •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 E1300-09 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 THAT COME INTO CONTACT •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,ADM-2015 -—rar-e-iy16r FAvi3. 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON HOA;ELCO CRETEFLEX HOA;ELCO AGGRE-GATOR HOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZER •AISI S100-12 B.IdinCodeIGHTER 8 SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUMWS1614INIANIUAL •AISC 360-10 A—per. t, 11)USERLICABLE EGRESS I STRUCTIONS:UIREMENTSTOBEREVIEWEDBYBUILDINGOFFICIAL. `\��`� O. ...i�' RUPDATED TO FBC 2017.-JR- By 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. �= 06/06/17 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 - PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW �+ - Dsac7ip0on: Drawn By' OPENING OBTAINED IN STEP I. tl ;- 107DTECHNOL0GYDRNE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS TE (`; N.VENICE,FL 34275 FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. S'•.;°CORID�, (941)4841600 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �i�S/Q � C�10HTOM7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ///IP4T WUSTRXES.W, NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, I I I I 11111 ALL RIGHTS RESERVED Serlea/A/add: Srnls: SMeE OXronnq No. Rev. INTEGRAL FIN OR EQUAL LEGIBOX). A.LYNN MILLER P.E. SH-5400 NTS 1 OF 12 MD-SH5400-01 B RE.A158705 CERT.OF AUTH.#29296 TABLE 1: LOWABLE GLASS TYPES Glass Description(Listed from Exterior to Interior) Desl n Pressure Frame Glass Frame Frame Type Tablet at t Types Options Contigs. Shapes Installation Options that may be used 1 314"I.G.:1/8'A Exterior Cap+1/2'Air Space+1/8'A Exterior Cap 4 6 (see Rg B) (see Table 1) (see Fig A) (see Fig C) 2 3!4"I.G.:1/8'T Exterior Cap+1/2"Air Space+1/8'T Exterior Cap 4.5 6,7 into 2X Wood FremelBuckstrip-sleet 3,option t 3 3/4'I.G.:3/16•A Exterior Ce +3/8"Air Space+3/16"A Exterior Ca �4,5 6,7 Flange Equal-Lite, SquarelReet., Through the Game ....into Concrete/CMU-sheet 3,option 2 P P P1-4 Oriel/Prouew Arch Top 8 4 314"I.G.:3/16'T Exterior Cap+3/8"Air Space+3116•T Exterior Cap 4,5 6,7 ( ) &Cottage Radius-Top o1 the wnndow _...through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 'A"-ANNEALED;*r=TEMPERED ....into Metal-sheet 3,option 4 ....Into 2X Wood FramelBuckstrip-sheet 3,option 1 BOX/ Equal-Lite, Square/Ract., Through the theme ....Into Concrete/CMU-sheet 3,option 2 L ALLOWABLE ANC Equal-Leg 1-4 Onel/ProNew' Arch-Top& (#4) &Cottage Radius-Tap of the window...... ....through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 Min.Edge Min. Material Min.Fr On.F. ....into Metal-sheet 3,option 4 Group Anchor Substrate Through the ....into 2X Wood Frame(Buckstri p-sleet 4,option 5 Distance Embedment Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi J-Channal Epro@e, Squars/Rect.,Integral In ,...into Metal-sheet 4,option 7 #10 SMS P.T.Southern Pine(SG=0.55) /18' 1 8' 1.4 Oriwd/Praiew Arch-Top& 410 Screw 90 ksi 110 ksi (#1) ....into 2X Wood FremdBuckatri s steel,18-8 S.S. Steel,A38' 318• 0.050' &College Radius Through the lreme p- heel 4,option 6 ( Steel Stud,A653 Gr.33• 3/8' 0.0451'(18 Ga.) Elco re-Gator® 57 ksi 96 ksi of the wiMow...... ....into Metal-sheet 4,option 8 or 410 S.S.) Elco lAtreCor� 155 ksi 177 ksi A Aluminum,8083-T5' 3/8' 0.050' Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 P.T.Southern Pine SG=0.55 7/18' 1,3/g• 410 SS Elco CreteFlexti) 127.4 ksi 189.7 ksi Integral Fn Equal-Lite, Square/Rect.,integral in ( ) eg ....into Metal-sheet 4,option 7 3/18"steel Ultracon Concrete min.2.85 ksi 1' 13/x" 606375 AWminun 16 ksi 22 ksi ) 1-4 Ori College ew Arch-Top& ( ) A36 Steel 38 ksi 58 ksi &Cottage Radius-Top Through the hams ....into 2X Wood Freme/BuckaMp-sheet 4,option 6 Ungrouted CMU,(ASTM C50) 2-1/2' 1-1/4" Gr.33 Steel Stud 33 kat 45 ksi of the window...... ....into Metal-sheet 4,option 8 #12 SMS P.T.Southern Pine(S(3=0.55) 9/18• 1-WB' Steel,A36" 3/8• 0.050' or 4100 S.S.) FIGURE A:FRAME CONFIGURATIONS FIGURE 8:FRAME TYPES (steel, S.S. Steel Stud,A653 Gr.33• 3/8' 0.0451'(18 Ga.) S. B Aluminum,8063-TS* 3/8' 0.083' 1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1' 13/8' % � 2 4 0 1/4'steel Cretellex P.T.Southern Pine(SG=0.55) 1' 1-3/8' Y 1/4'steel Aggre-Geta P.T.Southern Pine(SG=0.55) 1' 1318" �j ! BOX OR 114'steel Uftrecon Concrete(min.2.85 ksi) 1' 13/4• Y� A� FLANGE EQUAL- C Ungrouted CMU,(ASTM G80) 2-1 IT 1-1/4' 7 LEG 1/4'steel Cretehex Concrete(min.3.35 ksl) 1' 1-W4• EQUAL-LITE ORIEL COTTAGE 114•steel Ultracon Concrete(min.2.85 ksi) 2-1/2• 1-3/4' Concrete(min.3.35 ksi) 2-1/2" "A" FIGURE C:FRAME SHAPES 114'steel CretehB% BUCK WIDTH I ��BUCK WIDTH lf--�•{BUCK WIDTH D Ungmuted CMU,(ASTM C-90) 2-1l2' 1-114' Concrete min.3.275 ksi 1-1/2' 13/8' 971 - - 1/4"steel Aggre�etor Grouted CMU,(ASTM PDO) 2' 2' •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. F' C7 / T INTEGRAL w w w T J-CHANNEL 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. x t x FIN 03 m Wfu TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP GroupAnchor Substrate Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED Distance Embedment` BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING w cemplyiry with Jrs Fior(da DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Omld'mg Code E 2-117 x.131'Common Nail P.T.Southam Pine(SG=.55) 3/8• 2-7/16' THE TABLES ON SHEETS 6-9. -011110'. A 11pteom No 1 OfQ 2-112*#10 Trueehead �SMS Nail P.T.Southam Pere(SC--. lz'(SG .55) t ?3+6•� `t`�u sF M!�� R NCHORS RE-GROUPED. g�' tee *%20 Ahminum,606375" 3/8' 0.050' �:' (� DlAta Prodricl (steel,18-8 S.S. '•.11 -JR-06/06/17 or 410 S.S.) Steel Stud,Gr.33" 3/8' 0.0451'(18 Ga.) *; No.58105 F Steel,A36• 318' 0.050" *= P.T.Southam Pine(SG=.55) alta 13 s- ' r�Y io7o TECHNOLOGY DRIVE G ASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #12 SM3 Aluminum,6083-T5• 3r8• 0.083' �Q '• N.VENICE,FL 34276 (steel,18$S.S. % itA'•. or 410 S.S.) Steal Stud,Gr.33' 3/8' O.D50" �s •.RtO�p►•.•'�� (941)4&1F7600 Steel,A36• 3/8• 0.050 �' S�ONAL E `�� orre7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE_ POT ZINC' SaMa/Mod.1: SCels: Shane Ororlrp No Rar A.LYNN MILLER,P.E. SH-5400 NTS 2 OF 12 MD-SH5400-01 B P.E.#58705 CHIT.OF RUTH.4129288 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT FRAME INTO ZX WOOD EMBEDMENT FRAME ft SUC WOOD 1/4'MAX SHIM 18 1/q•MAX SHIM FRAME E 2 BUCSSTRIP. I EDGE SEE NOTE 2,THIS SHEET. EMBEDMENT 1g LK3HT VNDTM 17 FLANGE FRAME 1 j EDGE DISTANCE SHOWN J-1 DISTANCE 44 BALANCE I �1/4'MAX TYPE VARIES - •e TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE, 2 TYP ANCHOR TYPE EMBEDMENT WEIGHT 54 EMBEDGE 30 AND EDMENT EMBEDMENT AND EDGE DISTANCE PER 31 - DISTANCE PER a DISTANCE PER SUBSTRATE. SUBSTRATE, •• EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERK)R DISTANCE SEE TABLE 2, 87 SHEET 2. R19 •' �� FIXED VISIBLE 4 - —1 F00?A 20 1 OPT.SASH TOPFLANGE UOFTT WIDTH 111 VISIBLE J LIFT RAIL FRAME I 2 _ILEQQUAL - LIGHT NOTES: SHAWN f BUCK WIDTH HEIGHT FOR ALL WINDOWS: FRAME I 1 ANCHOR 0 3.55' SHOWN i qg I48 21 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A-A CENTER SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS USTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND 73 0 DADE APPROVED MULLION,FOC COMPLUT ALUMINUMISTEEL FRAMING OR STEEL STUD. 1 OVER 36'WIDE: W ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS 616-3/8' INSTALLATION OPTION SHOWN MAY 14 45 48 47 O FROM END. BE USED ON ANY SIDE OF THE 35 � FOR WINDOWS WITH WINDOW. 1/4'MAX BOTTOM BUCK b0 a D 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SHIM i'10 OR N12 STEEL 1/4'MAX. HEIGHT USED INTO WOOD AS PER TABLE 2. SELF-DRILLING SHIM SCREWS 2 B-3/8' SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE 85 30 4 FROM END. THAN 1.12'THICK ARE TO BE TABLE 2• SASH CONSIDERED IX INSTALLATIONS.1X SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS i 18 DEPICTED AS 2X ARE 1-12'THICK OPT ..J_ USE EITHER OR GREATER.1X AND 2X BUCKS 05 LATCH OR (WHEN USED)SHALL BE DESIGNED Q (2)1' 81 30 84 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL Q INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX WEEP LOCATION:6.518' DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT B0 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR g 88 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONfl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 1'120nUCT REVISFO 87 OPENING) MEASURED FROM BEADING TOO BEADING. ANCHORED THROUGH ANCHORED THROUGH a coaplying wir6 ds Florida EQUAL-LEGIBOX r—�10 iK'MAXI FRAIrE INTO METAL FRAME INTO METAL liu�ldmg Code FRAME SHOWN .UL_J 11 I 1 I I!!i 1 .1<ceptmw No /7- o\ - r � �o\ ON......!(!N '� Re mi— Fx ,a Tow Dale .2Tx1.2s NO ANCHORS `'\ &'F'•ucEN (��% NO CHANGES THIS SHEET. BY Mia,ai Pfoduct -S WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS •:� 2 8PW/COVFROM O 1 .• FLANGE OR EACH END. - EQUAL-LEG WIDTH FRAME SILLS QSASH:BUCK WIDTH-6.12' :• De cdption: �"'^BY: FIXED LITE:BUCK WIDTH.4,W 12 �� 1070 TECHNXOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) s•••:RORIO�,.•'\1�� (941}480.1800 Ttb: Gob: VERTICAL SECTION B$ BUCK HEIOHr2-318118• � S � CCPYMWeN„ SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 '�1/111111\111 ALL RloNra REBERYM Senee/Model: Scab: Shs.t: Orarlrp No. T A.LYNN MILLER,P.E. SH-5400 NTS 3 OF 12 MD-SH5400-01 P.E.N 58705 CERT.OF AUTH.428298 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 BUCKSTRIP.SEEINTO 2X WOOD FRAME OR EDGE DISTANCE ANCHORED THROUGH INTEGRAL If EMBEDMENT NOTE 2,THIS SHEET. BUCK STRIP,SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR 114'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 1/4"MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE - 17 J-CHANNEL EMBEDMENT AND EDGE LIGHT WIDTH FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. I___ _ (SCREW SHOWN) 44 BALANCE EMBEDMENT m TYPE VARIES - --- Q —v 1/4"MAX SHIM 42 WITH SASH 1 ANCHORTYPE, EDGEDISTTANCE �-7 WEIGHT 84 EMBEDMENT ENTTAND EDGE a DISTANCE PER SUBSTRATE, 30 31 SEE TABLE SHEET 2. (NAIL SHOWN) EXTERIOR 87 TYP.ANCHOR TYPE, 18 INTEGRAL EMBEDMENT AND EDGE FIXED 16 FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE. VISIBLE 20 0F. H TOP RP,ME�RAIL1 LIGHT WIDTH FRAME SEE(MAILTSHOWN)SHEET 2. UC 4T HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR 0 3.55" BUCK WIDTH 48 qg 21 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 73 OVER 38"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4"MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, D ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SCREWS 016-318- INSTALLATION OPTION SHOWN MAY SHIM �••� MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. � 14 45 48 47 O FROM END. BE USED ON ANY SIDE OF THE C FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: HEIGHT 50 a 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE A10 OR m2USED INTO WOOD AS PER TABLE 2, SELF-DRILLING I SHIM SCREWS 0 8-31W SMS(G5),SEE I 85 30 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE TABLES 2&3, [�]� SASH CONSIDERED 1X INSTALLATIONS. SHEET 2. Q EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF a HEILK3GHT T USE EITHER UNIT IS INSTALLED DIRECTLY TO MEIGLIT SUBSTRATE.WOOD BUCKS 18 LATCH(SHOWN) DEPICTED AS 2X ARE 1-12"THICK OR BOTTOM OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET 3). TESTED UNIT (WHEN USED)SHALL BE DESIGNED (2)1' 81 3130 63 LOCATION:65/8' TO PROPERLY TRANSFER LOADS FIN AND/OR INTERIOR TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 8D 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 OPTION 7 J-L ANCHORED THROUGH FRAME INTO OPTION 8 PRODUCT'REVISED OPENING)IS MEASURED FROM �J .��yig N.M the�a 1/4'MAX ANCHORED THROUGH INTEGRAL FIN BEADING TO BEADING. FHrilding Cade SHIM INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) Acuepmace Na I04 FRAME SHOWN o .� YILYN �., Rw4slan: E,gimrion t>ee �� O2r X l.zs'WEEPHOLE T2.8rT `K��pN,.....-N,M� ,� NO CHANGES THIS SHEET. By F OMW/COVEAC�H END. 1 �'•• •• Mjo i WeProdn�t CaMrd VISIBLE LIGHT FORMULAS se7� '-IP TYP.ANCHOR TYPE, �* EMBEDMENT AND EDGE EDGE DISTANCE WIDTH •• DISTANCE PER SUBSTRATE, 6—SASH:BUCK WIDTH-612' :(,l Dratption: Dr W. SEE TABLE 3,SHEET 2. �y EMBEDMENT FIXED LITE:BUCK WIDTH-4-318' 1omTEcHNoLooYDRNE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) �'•((/. N.VEN 94275 HEIGHT(EQUAL-LITE) irw Date: INSTALLATION OPTION VERTICAL SECTION D-D BUCK HEIGHT12-3-15118 �'. �OR1D ��`� (A11N8'1°0D SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN 77 ANAL� �`` OOrYI'OIR�70i7 INTO 2X WOOD FRAME OR BUCK- /h I 1 I I I I N11 All IIIOIRIO,1II�Y®' SMr/Yad.0 Soot: Shoot D"'f"Na. Rer CENT.OF AUTH.112oQB8 STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER P.E SH-55400 NTS 4 OF 12 M D-S H5400-01 B P.E.N 58705 -�{ 3M NOM. 3M"NOM. 3M NOM. 3/4'NOM. 1/8"A GLASS I 11W T GLASS 3/16"A GLASS I 3/16"T GLASS 1/2"AIR SPACE 1/2"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/18"A GLASS 3/18"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 7}7g m•79 � GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 12"NOM.GLASS 7679 SITE TYP. 73 74 31 EXTERIOR 75 a 38 PRODUCT REVISED, c-nAms-itb dw Fkride 1=3 11,,1111 II1r 9u ld ag A '061-311,6& ofi irstim Uetc �" •''��cervsF•!!�� RNO CHANGES THIS SHEET. s7 Mivni ale Product TYP.GLAZING DETAIL =yt;' No.58705 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI WING NOES: '�SS�ONAL.�?G\?\ VENICE.�94N. }480-1800 5 AW: SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 T=TEMPERED 1/1111111 a . ALL RgM18 RElERVED S' /Model: Seale: Sh.0 Draw q No. R— PUT PIDLWM IC A.LYNN MILLER,P.E. SH-5400 NTS 5 OF 12 MD-SH5400-01 B P.E.B 58705 CERT.OF ALTTK A292W TABLE 4: p9'T9p. eaten 64.14 ssn 00.10.P-Un 1E61117) orcrploeay..e t+tlpt6 ft-w- 0vn„m., ft a 0061400!.910 WWIIh pN m 2elp.s_ (MI v >A 31 6c 10 48 51.225 23.5 EgW1r 1- .0.0 40.0 .50.0 -IW.O .0.0 -10.0 .500 •100D M00 4000 MOA -Wa .70.0 420 St-CO+I,9• 1.A11.15.6)0 450.0 -10.0 .50.0 -10.0 .O.o -100.6 7500 •M0.0 7000 -too4 450.0 4171 MOA 400 m Eqe 1631.1.1516 .50.0 400 .50.0 -100.0 .ao -I.. .500 -100.0 450.0 400.0 MOA -1000 +0.0 47.1 615,0114 PNAM iun.11.50 00.0 40.0 .no .,no .0.0 •100.0 4500 -1mo .50.0 -IooA MOA -1000 r .o 41.0 T.%U M517.26 "0.0 -1000 .50.0 -100.0 .W0 400.0 .xi0 -1004 xWo -10.0 MOA 4- .no -TT,q stYd91 CO p 20.909-21614 .0.0 -TWA .0A -1000 .0.0 -100.0 .0.0 -1000 .no -100.0 x50.0 We .500 -n.+ 14.146 r�,ar 1451.2066) 450.3 -100.3 .aa -100.0 MB.o -100.0 .xi6 -100.0 .50.0 -100.0 450-0 465.5 .eo.6 -1440 etege09nre 11617.17.615 .00 4000 .460 -100.0 -50.0 -1000 40.0 -100.0 450.0 +000 .600 Nl .0.0 -147 8M 11.]77-"1515 40.0 40DA "0.0 -100.0 .50.0 -1000 .0.0 -100.0 4xio -100.0 450.0 4" .50.0 Alf TMM 2740.11.911 M6.0 •100.0 .50.0 -10.0 .50.0 -10.0 .a0 8140 .60.0 49.0 MOA -14.0 .0.0 AIA a 1615146" 2Q51T-27.02 "0.0 •700.6 .0.0 -10.0 .OA -100.0 .xi0 400.0 450.0 -100.0 .50D 420 .0.0 Ale HEADER .U.t dOabp 14617-25.616 450.0 -100.0 .0.0 10.0 +0o -1000 .50.0 40.0 .460 -100A 4500 -rvA .00.0 -146 N 20.31 -23.616 •50. 0 .%0 -10.0 450.0 -100.0 •no -100.0 .460 -look .500 -na -)046 315,060 CIorw 111517-20.516 .5460 -100.0 00.0 •1006 .xi6 -10.0 450.0 -100.0 .500 -took 40.0 -761 .04 -71. cm-BW 14417-17.516 .50.0 -100A MOk 400.0 .000 -100.0 .a0 -180 .xi0 -10.0 ✓AO -14.6 450A 417 BMBUI III"-14SIS .50.0 -100A .60.0 -10.0 .50.0 -1000 .90A -1000 .000 4..1 .0.0 -786 .50.0 4'.. T_ 31.637-2011! 70.0 •100. Mao -1500 .50.0 4101 .50.0 4846 is .56.0 741 .50.0 .1 &uCc6 Cal.9. mm-T-TLSO .0.0 -Immo 40.0 400.0 no -1006 .50.0 -100.0 .500 415.4 .50.0 -14.8 •O.0 45A E.- m.617-m.616 .50.0 -+00.0 wA -100.0 .50.0 -100.0 .0.0 400.0 .wA 437 00.0 "A r50o 4119 a O MEETINGRAIL 48 Ste worn 17 517 20316 .50.0 -100.0 .0.0 -Iwo 4500 -100.0 .00 40.0 .a0 400.1 00.0 -149 .50.0 47.0 23 velem Sln 1-17.17.516 .000 -100.0 .500 i 400 40.0 400.0 .no -10.0 •50.0 42.6 .0.0 -M3 .80.0 49.1 49.)ai � 2B 0 -. Cubrtr 9@. 121517-14116 .500 -1000 .04 -100.0 -0.0 410.0 450.0 416.) .xiD J)A .0.0 ASA 4000 A.9 O o 81v1wI 1146" .0 -130 .60.0 100.0 .50D -100.0 416 .00 0 .50.0 l .500 �.7 .60.0 At7 4W.0 467.8 >S TY t 812M-37!25 .50.0 -100.0 -Bob 45.. .50.0 4..3 +No 4az .50.0 41.9 -60 -711 .WA 481 WWnt 0 sCat.0 X511-m46 450.0 400.0 .50k -10.0 .50.0 -100.0 .60.0 -1006 .50.0 36.6 .00 -7LI IWO 413.3 F 00O mEo` MATT-05.616 .50.0 -100.0 .500 -10 .50.0 -100 450.0 -1000 •500 4..5 4500 -72A .50.0 466.1 I� 23 38.520 20. 516 .xi0 -1 .0 .500MA .Oo .100.0 .50.0 -100.0 .500 -".6 .600 .9 .1 y 61400141002016 IT i". .50.0 -100.0 NO -1000 .0.0 400.0 .50.0 -100.0 4000 demo .50.0 431 .0.0 4161 SY Cubn 51x4 1-v-ITT". .0.6 -1460 .0.0 -IOoo .500 -1W.o .50.0 419-0 .ao 491 MO.o -76.1 .no 417.1 E *R SASH QeMi6W 1117-1-16 .60.0 -100.0 .50.0 -100.0 .W413 .0 42 .0 .7 .505 .500 46.1 40.0 _141 .60.0 ala "TERIDII a HEIGHT 8MM! "ITT-1A16 40.0 400.0 .50.0 419.6 +5090 4154) .00.0 47.0 .500 41.9 •60.040005 .0.9 N.. Ti MIT 36517-.11M 4040 -7W.o .50.0 ffi5 .0.0 -717 .No 365 .no 4).1 4040 4661 .0.0 W2 e1911rn1 Carp 31.517.00.6" .50.0 -100.0 450.0 397 .50.0 483 •50.0 416A "AA 4644 .50.0 46.7 4500 oo.6 JAMB EqA 20151 60. -31.5" . 0 -IW.O .60.0 -100.0 .50.0 400.0 40.049.) +W0 45.7 M A 417 .50D W3 61e1414N Bore 33.617-mlM .0.0 -100-0 .50D N./ .50.0 47.e .580 415.0 .50.0 41.9 .0.0 45A .WA 41).8 23 0 C 130 20.617-215M .50.0 100A -50A ♦ea •5040 -no .50.0 -)l6 .xi0 -761 MSO NIT MO.o aI8 Cabm BM 17117-01" .506 47.3 .50.0 -TM9 A ffiT .0.0 M6 Moo 41.7 .460 301 .no 413.6 Cu ehm "Au 111" .a0 #.8 M0.0 -"A .000 41.9 .50.0 4169 .500 4 A .50.0 4161 .50.o 412.6 SILL c_Sao 1DI1-"6" .WA iI .460 .70b .0.0 4180 rm.0 MrO 'WA .9 .500 412. .50.0 411.5 -- 8-t 11.6N•".Ole M0.9 415.7 400.0 411-0 .50.0 417.0 .0.0 411.9 .50.0 -0146 .60.0 460-0 .50.0 40.0 T.- 00.511-4I M..0 .160.0 40.0 421 4500 4tml .50.0 4SM6 +600 .o I no _A 161020 stx. 38517-WA" Mao .100A .50.0 m.) .50.0 -775 .50.0 45.0 .50.0 -14.1 4500 4117 •W.0 463.1 Eq_ 36.517-36.5" rxi0 -INA .904 4120 .0.0 4101 .50.0 .78.5 .000 -71.9 4500 -0 .50.0 412.4 16 wMt SW 32.61.33!" .50.0 -InA wA 483 .0.0 -710 .500 -710 .no -707 40.0 461 .Wo 424 � 9131555 PMbw n.517-mai .a0 36.6 'MA 016 .500 M3 •50.0 ala .500 41.5 .0.0 462 .50.0 43.o y 3M mst - b" -no 467 11.0 eno 40o 450.0 46.9 .500 dab 000 w .50.0 41.6 SECTION DETAIL FOR WINDOWS WITH 91101114.! m.6"-m.6M .50.0 480 .600 N.0 .xi0 481 .500 416.0 4500 -03.0 M0.0 di.. 450.0 410.6 Eq W- WAIT-NAN Mao 411-0 450-0 .146 -A 453 4500 4613 .50.0 I 41A .50.0 418.. .50.0 doh LEVEL R1 REINFORCEMENT&GLASS TYPES 14 N C.-SM 35.31-31MI .mo amt .50.0 -144 .466 mo .50.0 416.9 .xio -046.1 .500 20.5 450.o 410.6 (REINFORCEMENTS SHOWN IN FIGURES e+emb 01165. 11.316-20616 QAo 4187 4503 ale Mao 461.0 .50.0 33.9 4xio 411.5 4500 410.0 450.0 410.0 ABOVE APPLY TO ALL FRAME TYPES& 91)6 T0M1 -.IAN 00.0 Q1 450-0 4)1 .0.0 41/.0 .OD 33.9 .0.0 41A .50.0 410.6 40.0 4100 SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED 8s mziplyum 6 fikdw F6orida ee Bwldws Code / � 11.11!1111/// Ac pl .No` 'QIe.)II. LT IV' ICEm '.K,��, RNO CHANGES THIS SHEET. B InWnDwe r •.� 1431.614' NOTES: =*:' No.w7w : * 1)USE THIS OR TABLINTEGRAL FOR ALL WINDOWS INSTALLED THROUGH THE FRAME •. I ••'� ""TECHNOLOGY DRIVE DESIGN PRESSURE TABLE JJ ROSOWSKI Op�OR INTEGRAL FIN. O STATE N.VENICE.FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. i�C •••gODA•.•' `� (WI}4�,1�0 RI7700: OBb; 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR S701v fcgty cw",011TOmt7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 HEIGHT DIMENSION SHOWN ON THE TABLE. ...11111 31111 AU p S"I.e�616drI. S-4: Sn9rh DN kv No. Rev; A.LYNN MILLER,P.E. SH-5400 NTS 6 OF 12 MD-SH5400-01 B P.E.0 W705 CERT.OF AllTH./728288 TABLES: 3.o lyp•• edam san ban •4 Dt361p1 Pn66un("M) 2 0.x10181 W y,a, Irp4 a.lm.to»I RnV.03 w3m.. .3.'v wtmaw end 1M401 I11 a 11.Iq[Blah ml Y M 32 s tl u 52326 235 E%-its ttau +65.0 .130.0 .bio -Iso.. +65.0 430.0 + O -130.0 +ND AND +10.0 -lxao 165.0 .120.0 suMNcatp• 11.517-15.970 .65.0 -130.0 01fi.0 -130.. 06.0 -020.0 966.0 -+30.0 +65.0 -two .66.0 -1x7.0 +65.0 -1100 u E.w 11.881.14.511 Ke0 AWA +m.D -1200 .65.0 430.0 665.0 -130.0 .650 -IMM 45.0 -two +e6.o -130.0 atv `m 11.371-11.082 46.0 -two Kao -+3ao Wo 4Mo +65.0 -130.0 13.0 -two +06.0 -IM.0 +66.0 -123.0 bIM x3.517-29265 K50 .1W.O 0160 -iW.O 15.0 -INA K5.0 -130.0 Ks.0 -IND +No -1220 10.o -113.0 61.M.Ntbtlap. x..065-x].619 45.0 -IMA -no -,no -150.0 K6.0 -120.0 • 0 -tW0 .121.6 016.0 •11x.3 ;NG 37.3]6 Eq- 17.617-2 AlIT K6.0 4WD +65.0 -1]0.0 .65.0 -130.0 +65.0 4300 +e8.. -two +50 -121,2 16.0 -106.3 11.517-1]816 K6.0 -1600Ino -130.0 K6.0 -130.0 K6.0 AMD +65.0 -130.0 150 -1222 .650 -1102 311171 Ilan-1/116 .m.. -130.0 +65.0 -1]00 +65.0 -130.0 -3..0 4W.O K6.0 -130.0 450 •1 WO ORD -1070 ant bes-3t tt 136.0 "WO .mD -1500 + 0 -1 .65.0 -1x7.0 450 -t 16.0100 `1DA 184 Is.O 5m 2ae17-27A8x +06.0 -1100 +mD -1]0.0 +65.0 -120.,5 +m.. .130.0 460 -1]00 +45.0 -1163 K -103331-0-Di ..317-x6.616 + D -IND +660 -1300 +W0 -130.0 +ND -1300 +,540 -130.0 +650 -1106 +66.0 193Ex51Wb x0.517-..618 +65.0 -two 150 -two +56.0 .1200 WV -1300 188.0 -IMO 1090 -100.6 +66.0 981 M-M RIA.I 17.617-x0.616 -6.0 -1304 +mA -IWD .650 -1]0.0 16.0 -/WO .Bt. -1300 +960 -ims K6A 99.6Guam Glx• 11517.17.0* -0.0 -130.0 -A -130.0 45.0 •1WO +m.D AND .650 -1304 15.0 •1+1,3 +650 8.9.7 81xYa•t 11177-14.515 -0.0 -I.. 'nA -two ADD •1500 +06.0 AND +650 -130.0 +MD .113.6 16.0 -101.7 T-I 31.501-50.911 .65.0 -1500 -A AND +06.0 -1x73 .65.0 -126.1 +68.0 Wi"D +65.0 99.0 +mA p.0 81128170 Cale. aA17.31682 Keo -1300 .m. AND +610 4Wk •660 AMD K o -120.0 +60.0 -10]3 956.0 13.1 5pN W617.29.516 .05.0 -two +45A -1300 +no -1303 -5.0 -130.0 +eeo .1300 +Wo .1002 Kao 18D 49 8IlnW6%I.b+ 11,517-x0.516 "A •1300 +664 AMD .65.0 -1WD -eA •1 W.. 014o -1]0.0 +65.0 -1Mb KA 13.114.511-17.616 +"D -130.0 .06.0 •150.0 +650 "noWA4EA -0.0 -130A +65.0 -105.8 +663 J6.] 270 202013. 12.517-11616 -6.0 -+204 K0.0 AND W3. -130,5 -8A IND •600 -1303 +65.0 -Il0.9 +"A11.377-12.616 -6.0 44.0 15.. •*0.0 1650 -two +553 -170.0 -ao -1]00 K6.0 -m.6 16.0 -101.9 T•l" A2De-37.636 -8.0 430.0 .65.0 -130.0 +604 418.0 +esa -116.1 +660 -111.7 +98.099.0 -6A J3DxlelamN Cl++4p 28.517-33.x07 +66.0 .two .Wo -IND #WD -t3D.o +mA AND .46.0 -130.0 -A 90.8 .mA AA EpIHY 22517-x5.614 -6.0 430.0 .0b .130.0 +65.0 -IND +86.0 430.0 o -120.0 +m.o •101.9 -6.o 41.1 .� WWI sm W,517-nDle +nD two +m.3. -+30.0 965.8 -1840 016.0 -+».o Ke.o -130.0 Keo AND .e5D 413 {9.636 Bt4rWEP+MIr. 17.011.20116 K6.0 -130.0 +660 .IM.0 46.0 4300 0164 -IND +96.0 17]0.0 +65.0 -105.2 .65.0 92.1 SF$ cus-81x. 1..a17-17.616 .0.0 -130.0 no Iwo +65.0 -1300 +ND -1]0.0 +86.0 -1]0.0 Ko -fo&4 164 13.9 � SASH Cuam S. 12317-1{318 016.0 .130.0 .66.8 -120.0 +m.D -+300 +650 -129.6 +65.0 -1291 K50 -1086 160 41T.1 EXTERIOR HEIGHT 3,-,,t 1+177-12.519 K V 'WA ADD .120.0 +6590 -t.3 .654 -121.6 46.0 -121.7 -1 -1112 4113 400A J� Twat 68.517-11112 060 -1]090 +65.0 -ms Keo Ja1 -6D 16.6 1e.o -..9 .654 4207 016.0 alb Sls�Gasp. 31.017-14616 "A 41170 +49.0 44.0 .660 -135 .0.0 .1x1.2 K0.0 -121.0 .650 36.6 016.0 .Ila EaalJ1• 29117-31.616 +65.0 450.0 Kao -130.0 +65.0 -1203 +86.0 -120.,5 *WD -Ila9 -6.0 -8.I H6.0 -1596 JAMB ewaillry ..617-x4611 ..0 -1200 +Bio AND +65.0 -1229 45.0 -00.4 +60.0 -+x03 Jib .s6.0 11 It 23 82 Cub7lam WAIT-.119 146.0 AND +65.0 -10.7 .65.0 407.9 +m.o ANA 010.0 -to3.t W0 1sA +m.. V4 WWI mi17517-W.5ia -0.0 -1300 + .0 .171.8 ,5 -68.1 .65.0 ax.+ 10.0 -N.9 +65.0 361 1mb 11.6 Wlul em 11,5+7-+7.616 UFA -125.4 018.0 -1012 .4590 347 .mo 324 10.. -»6 .63.0 -763 +65.0 -762 SILL Wl.m Bm 13.01 7-11116 +No -/We 45.0 JB.D .n. 321 +No -7&3 160.0 -17.5 .86.0 -ro.1 +136.0 .174 .meat 1 11.821-110+6 164 -117.1 +60.,5 94.9 +65.0 711's +66.0 8.6.4 10.0 -726 + 1 -70.0 K A -700 TiII_ 3611 -+ 0 •1300 K6.4 4191 +65.0 18.7 +65.0 :Wb 'WD Wo .0 -1.1 CI.1.m 6m 3&617-3.616 16.0 'No + A -1092 016.0 -1041 .65.0 AND +65.0 -103.7 .66.0 N.9 K6.0 •»5 _ Epenl. 36.617•Mile +96.0 -1W0 +16.0 .1n.4 +ND -1111 +65.0 -1699 +uo -1m.o K64 W10 .65.0 484 76 201178. 32e17-1x.516 16.0 -130.o K6.0 -1196 K6.D .10.3.6 .mA 901 .65.0 39.3 +m.D 11.2 +65.0 -739 41a1e9a 1iIA•w 29117423* Kao AND +65.0 .,04a .mD -925 +86.0 14.1 +80.0 30.3 -0 31.2 K3.0 -74.3 WM am 26.517-29.516 .66.0 4n.1 46.0 10.3 +NA 33.9 .e6.. -17.7 .10.0 -»e +m.0 .741 .65.0 JIb 61.82.1 25116-25.516 15.0 -119.1 IfDo Jab .65.0 JL{ +WD 111 16.0 -74.2 .mb 111 +85.0 41.9 SECTION DETAIL FOR WINDOWS WITH Epwla• 3&517-41.W -MD -IW.O 46.0 -Ia.S +16A 32.8 +65.0 347 .60.0 -lia1 K5.0 414 +no -»B LEVEL RZ REINFORCEMENT&GLASS TYPES 2-4 b Crtam am 82.617-39.618 016.0 -129.1 +ND J9a -50 119 lDSA -78.7 .83.0 -»9 +06.0 .74.9 +WD .71.1 et.�e6a 1h.1•w 33"14-86.51e .86.0 .1171 "D` Ja.9 'n, .»e +sao -»4 1,56.0 -»6 440 -70.0 .e6.. -70.0 (REINFORCEMENTS SHOWN IN FIGURES 919]8 TYWI -11.821 D. 417.1 965.0 J..9 .65.0 -»e 9680 -781 9660 -ns 965.0 -ro.o 9651 -70.0 ABOVE APPLY TO ALL FRAME TYPES 8 SEE TABLE 7,SHEET 0 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) '•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50 136 PRODUCT REVIS® t+s.9mplying with aw F,1l�o..515c BuOA-Cps Coal h / .67By0.0.6�� /1020 � /� R6{d97an: '1718.08 Date 2 � NeF ••: ,;, NO CHANGES THIS SHEET. By Mimi Ede Prod13D3 NOTES:_ `*:• H0.I6705 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME -V DescHPtiom Dra-Br OR INTEGRAL FIN. � �(}' , 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI .� �(/ N.VENICE,FL 34275 (941}480.1000 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ��(�•'•.;hOR10I`..'' \ I 01736: SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND T BL THE NEXT AVAILABLE WIDTH OR �,,��NAIt%Etta` PGT eemt S6rlas/31odt 5'crok: 571991: GYDmNtq No. R6r HEIGHT DIMENSION SHOWN ON THE TABLE A.LYNN MILER P.E. 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-1. o l� 1.155 LI .825 O "JAMB FRAME I O�J�E 1.373' O HEADIJA B O HEADNAMB REQUAL LEG FRAMIE EINFORCEMENT SASH 1.975 23 REMIFORCEMENT 3.45r -� •070' �{ 1.182' �-- 3.483' --�{ 3.453' { 9A59' y{ 077 -�F- .082' 1.036' 1.047' --II--- .o6r -�11�- .052' O �•IFf- .o6r .»1' -L L (� 130' 1.331' rf -� 1.340' 2 444• 2.444• 2.444' STAND- �� MEETNGRAIL 27 REINFORCEMENHD MEETING T �� c � O� REINFORCEMENT .525' J-CHANNEL .823 n FLANGE 1.37 O SILLFE O FRAME SILL EQUALLEG 1.37 O FRAME SILL T- �/FRAME SILL 1 -�{ 1215 2.100' 1.472" I 1.376' � 2.176' I I 1.830' .085' 1.375 --1+- o O .085 .974' .590' .471' 550' •917 i �`r .355' .070' .OSO' .p50' JJ1 1.231' 1.000' 1111x' 036' _060" -� .070 FT RAIL F EDMEETING RAIL 15 SASH RAS_ 17 BALANCE (.18%SCREWSASH TCCOVER INTP I LIFT E RLOCK TOCK O INTERLOCK COVER 21\BEVELEDBEVELED O INTERLOCK COVER PRODUCT REVISED m W-07i1g with ft FWib Buldiy Code 0 1 11 11 AooepppM No Re�41ar1: ��D4 N..LYNiy 300• ;��\�`��•.1cEN8FM�ll�:� NO CHANGES THIS SHEET. �` p,dr 301• ' P .7s+' .750' _* No.58705 .035' _-a.�FF� .025 y}f� D�ser7Pfbn: EXTRUDED ROLLED �- 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J N.VENICE.FL 34278 ROSOWSKI ID �� '• �z��:••�� T3 IG BEAD O SCREEN FRAME �B1 SCREEN FRAME Dat: �O�(�•'•. ORIDP,.•''• � �941►4ealeoo SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ONAL�� `•� wPOUST•1017 I1 MA Sarl../ModN: SeoN: sn..r oro.Wly No. ar A,LYNNI IER P.E. I11aN�r Mc SH-5400 NTS 10 OF 12 MD-SH -01 B P.E.058706 CERT.OF AVTH.029290 TABLE e: TABLE 8,CONT.: SILICONE a ELT BUM BIII of Material EIII of Materia(,cont. STRUCT # Part# Description Material # Part# Description Material STRUCTURAL SILI 1 8201 1 ingle ung rame a am -Tchannel PV 45 720197 Auto Lock Mechanism C teal POIYISOBUMENE 114 NOM. 3116 NOM. WITH DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 48 720198&9 Sweep Laek Cast Zinc DESIC3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Corer Assembly Cost Zinc EXT.GLASS EXT.GLA4 620104 Si le Hu Frame Head&Jambe-Equal Leg/Box PVC 48 7BX1180PTX#8 x 1-1/8"Ph.FH SDS(Auto end Sweep Lock ScFw ) SS 5 620105 SWDH Frame Sill-J-Channel PVC 49 720200 Auto end Swsep Lock Keeper Cast Zinc6 620106 SH/DH Frame Sill-Flange PVC 50 78X34PPA #6 x 314"PH.PH SDS(Kasper Screw) SS7 620107 SH/DH Frame Sill-Fln PVC 51 420181 UR Beveled Tit Latch Comer Key PVC INT.GLASSLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail TiR Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 63 7634PHFL #8 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE77 SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7s 17 ezo134 Balance Cover Pve 55 420164 Tilt Latch Retainer PVC 4SG TPS SPACERg NXTT" 18 620133 Sash Stop/Screw Cover PVC 58 720207 1"Tilt Latch Spring Ss 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Corer PVC 58 720192 1 Metal Tilt latch Finger Pull Cast Dnc REINFORCEMENT POLYISO- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 Al 59 420180 P'rwn Bar Comer Key PVC BUMENE 5116•NOM 22 820145 Beveled Interlock Cooler PVC 60 720208 Pivot Bar SS 5/16"NOM. SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 83 720191 Sash Pull Handle Cent Dnc BUTYL& SILICONE SEAL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 84 720194 Sash Pull Handle With Latch Assembly Cost Zinc DESK ANT ROLL-FORMED FOAM STAINLESS STEEL 27 620154 HD Meeting Rail Reinforcement 6005 TS Al 85 7834FPT #6 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 66 420188 Bottom Latch Strike Plate Cat Dnc 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 67 78588 #8 x 518"Ph.FH SMS(Strike Plate Screw SS EXT.GLASS 32 61719 Weatherstrip,.187"x.220"PolyPile 73 720136 I.G.Beed PVC 33 61825 Weatherstrip Plug,.220"Finseal 74 Back bedding,GE 7700 or Dow 791 Silicone INT.GLASS 35 78X1M7TT #8 x 1"Ph.PH SDS(kltedoek Mounting Screw) 75 71846N Setting Block(718"x 1"x 1/8"),85+1.5 duro. EPDM INT'GLASS 36 78)GTHPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 80 81012 Extruded Screen Frame Alum DURASEAL� O XL EDGE'" 7s 37 71669SP Meeting Rail Screw Support Plate 6083 T6 At 81 61011 Roll-Formed Screen Frame Alum 38 720210 Weep Hole Cover PVC 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC SPACER SPACER 40 720X)000( 1constant Force Balance 83 47042 Screen Caner Key with Pull Ring PVC 41 #8 x 3/4"Ph.FH SMS(Con.Face Balance Screw) SS 84 47041 Screen Comer Key without Pull Ring PVC 422 piral Balance 86 7CASPM Tension Spring SS 43 720205 Spiral Balance Shoe Nylon 86 61818048 Screen Cloth Fiberglass 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 87 61835/61814 .140"Screen Spline(Machine/Hand Rolled) Vinyl Part# Description Material PRODUCT REVISED 78 Kommerling 4SG TPS Spacer System rs—plyi.%"iththtFkWW 77 Qtlanex Super Spacer nXT with Hot Melt Butyl See this owl,w,e case F F I I I I r A.&w CA No Sheet for RAW..-eAW. F D e 78 Quanex Duraseal Spacer Materials ;�� apNY LY�W,� 79 Cardinal XL Edge Spacer ��;• CICENSF'•�(� NO CHANGES THIS SHEET. By REFERENCE TEST REPORTS:FTL-8717,8968&8970 _* No.58705 ••� v *_ A�.f`�•. /�:��` IM TECHN.VENICE,NOL 6DRwE BILL MATERIAL(BOM) J ROSOWSKI (� •'•R/ORIDM,.•'• ��:` (941}4110.1(100 ' NOTES: '/� 5,/•NAL ENG\; rt• SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR MMA EXTRUDER CODE. A.LYNN MILLER.P E . � /U0_h scowp amp�• �' 2)ITEMS#9-13,15,24,25,28,29,34,39,81,82,&88-M ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. PEN 58706 CERT OF AUTH#29286 SH-5400 NTS 11 OF 12 MD-SH5400-01 B Florida Building Code Online Page 1 of 2 Business & Professional Regulation SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search FI rida r Product Approval��USER:Public User Product Approval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL11398-R4 toxo Application Type Revision Code Version 2017 , /Application Status Approved Comments ,1 Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John W. Knezevich the Evaluation Report Florida License PE-41961 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11398 R4 COI CERTIFICATE OF INDEPENDENCE SS Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIL5K 15 S Wld8... 4/9/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/28/2017 Date Pending FBC Approval 08/29/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 11398.1 050&0615 STORMLOCS PANEL 2"X 12"ALUMINUM STORM PANEL Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11398 R4 II KC150107-R1 Record Set SS Ddf Approved for use outside HVHZ:Yes Verified By: John W. Knezevich PE 41961 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Span Schedule Sheet 2 of installation drawings. FL11398 R4 AE KC Evaluation Report 150107 Rev.2 SS.odf Created by Independent Third Party: Yes rt�- nacc Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.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 be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® tea - ® Credit Card Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?parwn=wGEVXQwtDgvIL5K15SWld8... 4/9/2018 LIMIT ONE HALF PANEL PER OPENING =V � 1 2.0 "" CrL 02.02" 2.250" ,0603.00"MAX. 2.250" Z � = 1.0 I I ` 1.05"MIN. , .062" TYP. 2.250" � : O E o 0 0 0 094"T P. N .101" .094" ~Z g, R .01" I .07" 0 1.17" X.07" oo N N .094"T P. J-Eli c I O H - .094" in ' .0 4'• °N V u° N SEE NOTE :t .i 0" c >d 3 SEE NOTE .t .094" In O P - N o No.12 1 No.12 I o o = � - a 0 125" N a 06 r '2"."'„" N rn 1200"COVERAGE 6.000"COVERAGE I ti.062' a'06 ^' "' c W Ud� Y o .375" .250" ^ 14.375" 8.332" 2.030" .375" 2.000" 2.020" Z Z u,. o r O-> o OSTORM PANEL1a HALF STORM PANEL O"h"HEADER O"U"HEADER 3a BUILD OUT"U"HEADER V W q^; SCALE:3"=1'-0'• SCALE:3"=1'-0'• SCALE:3"-V-0'• SCALE;3"=1'-0" SCALE:3"-1'-0" _zt" $ 1/4-20 MACHINE L1 .1i ACHINE CREW r(�12" 1/4-20 MACHINE 1.525" 3.385"MAX. 2"O.C.ISTUD O.DIRECTION D SCREW 12"O.C.(STUD 3 MAY DIRECTION MAY 886" .886"BE REVERSEDI` DIREC ON MAY .375"R 4" 24'• .092" •17SEDI BE REVERSEDI0 090" .090" (TYP.1.• .091"TYP. ^� 215 '�50.. rro 65" 55" 2 r - In.215 •• N.21S ' 1 cm < 2.00.. 96 o .05 .060" 0901, 313" d 2.00"MIN. L " 5.00"MAX. .632'• 377" f OD ANGLE O STUD ANGLE STUD ANGLE N SYM. .315"R ,700' O 8SCALE:3"=1'-0- SCALE:3"=1'-0'• 1.00"MIN. v~3g 3� SCALE:3"=1'-0" 5.00"MAX. GENERAL NorEs: O ANGLE OC-TRACK(FINISH) ®C-TRACK O BUILD-OUT F-TRACK i 1. THESEPRODUCT EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED AND TESTED IN ACCORDANCE WITH THE SCALE;3"=T-0" SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE % . FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ). REFERENCE KC EVALUATION REPORT NO.150307,REV 1 FOR APPLICABLE CODE EDITIONS. .376" .376" •_9TH J .190' < �o 2. PRODUCT PERFORMANCE TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201,TAS 202,&TAS 203 AND THE SYSTEM IS '190 URGE MISSILE IMPACT RESISTANT. .563"m g r 440" s 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE 313"452"655" 313 465" 655" yF } WITH ASCE 7-30 ALLOWABLE STRESS DESIGN.CALCULATED WIND LOADS SHALL BE MULTIPLIED BY THE LOAD FACTOR 0.6 BEFORE A.-_4 REFERENCINGTHESE DOCUMENTS. o4. FOR WIND LOADCALCULATION IN ACCORDANCE WITH ASCE 7-10,A DIRECTIONALITY FACTOR OF KD�.85 MAY BE USED. 'O 0.090"(TYP.) 0 0.090 ( V .S. NO ALLOWABLE STRESS INCREASE IS UTILIZED IN THE DESIGN OF THIS SYSTEM;HOWEVER,A WIND LOAD DURATION FACTOR OF30"CD=1.331SUSEDFOR SCREWS DESIGNED PER NOS. - - 120 GA.GALV.STEEL GR 40 6. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THIS T OR 0.050"6063-T6 ALUM) SYSTEM TO A SPECIFIC SITE. 2'00 '-OPTIONAL 7. THESE EVALUATION DOCUMENTS ARE THE INSTALLATION INSTRUCTIONS PORTION OF A PRODUCT EVALUATION AND SHALL ONLY LEG DIRECTION (ZAMAC 3 ALLOY) KEYHOLE BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY F"TRACK F"ANGLE-TRACK O WING NUT 1D WASHER WITH CHAPTER 611315-23 OF THE FLORIDA ADMINISTRATIVE CODE. SCALE:HALF SIZE & THESE EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT B SCALE:HALF SIZE sa SCALE:HALF SIZE SCALE:HALF 512E DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT WIDTH UNLIMITED DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. (PERPENDICULAR TO 9. ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WILL VOID THE EVALUATION DOCUMENTS. PANEL SPAN) - R� 10. WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE TYPICAL SECTIONSMrVIEW TOP MOUNT a r SPECIFIC DOCUMENTS JUSTIFYING THE DEVIATION BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR _REGISTERED ARCH ITER. �11EACH PANEL OF THE ASSEMBLY SHALL BE PERMANENTLY LABELED AT A SPACING NO GREATER THAN 36'ON THE EXTERIOR FACE315"0 WITH THE FOIIOWING MINIMUM INFORMATION: ; SIDE .KNEZE TOWNBCOUNTRY IND. ww 1.00•• MOUNT "+� V�FORT UUDERDALF,FI Z mN�,� I PLANNTAS 201,202,8203 aa ' 650"0 VIEW ¢! 9 LB URGE MISSILE F �, 9 NO.4196 FBC APPROVAL NUMBER I \j�HOLE SLO'L' O w 12. ALUMINUM STORM PANELS SHALL BE 3004,H34 OR 5052-H34 ALUMINUM ALLOY WITH MINIMUM THICKNESS AS SPECIFIED IN �Lmax.,SEE STORM PANEL SPAN * ? * JIM.(]118[!V{Ch THE APPLICABLE SPAN TABLES. N 11 1 /- ••� SCHEDULE-TABLE 1 • :1 rrolJ,.wn IEn4wlwr • i FL�K41%L 13. ALL EXTRUSION SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N. . • �... STATE OF .;W: 14. ALL BOLTS,STUDS,AND WASHERS,EXCLUDING INSTALLATION FASTENERS,SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE IA �/ ,315"• • d` P• r;'•�• STRENGTH OF 60 KSI,U.O.N. x z I �� •....�OR10 ��• 15. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.PANELS MAY BE MOUNTED HORIZONTALLY E a �, ( I. 0 : • s • WHERE APPUCABLE.H&U HEADERS MAY NOT BE USED FOR HORIZONTAL MOUNTING CONDITIONS. -�N �' S•• TYPICAL HORIZONTAL ELEVATION .,s/O�JgtL .Kne2evidl, E 16. TRACKS MAY BE REMOVABLE PROVIDED REMOVABLE ANCHORS ARE USED. 11\,650" % SCALE:1/4"=1'-0" •••••• 17.IF PANEL OVERLAPS OPENING BY 1.5 TIMES THE GAP BETWEEN THE WALL AND PANEL NO SIDE CLOSURES ARE REQUIRED. --� 18.PROVIDE SEALANT AROUND PERIMETER OF COMPONENTS IN CONTACT WITH STRUCTURE TO PREVENT WATER INTRUSION "--IIEY MOLT SLOT This Item has been electronically Signed and sealed by $tile: AS NOTED Z - J.W.Knezevich,PE on 8/9/17 using a Digital Signature. - Drawn b : ARV BEHIND COMPONENTS. ITYP.) `BOTTOM MOUNT Q Date: 04 10 2015 TYPICAL VERTICAL ELEVATION a.... Printed copies of this document are not considered KC15-0107 SCALE:1/4"=V-0" signed and sealed and the signature must be H 1RRICANE PROTECT - sheet 1 of 8 XO g J Z c o m TABLE 1:PANEL SPAN SCHEDULES TABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES W o�> 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS N Z'aY t POSITIVE OR POSITIVE OR POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION L max. L max. L max. L max. ASO SHUTTER FROM GLASS ASD SHUTTER FROM GLASS W Z NEGATIVE FOR FOR NEGATIVE FOR FOR INDLOA SPAN INSTALLATIONS INSTALLATIONS INOLOAO SPAN INSTALLATIONS INSTALLATIONS Z 0-- ASD POSITIVE NEGATIVE ASD POSITIVE NEGATIVE 7 9 WINOLOAD ASD ASO WINDLOAD ASD ASDW 'L 530' >30' 'W' 'L' c30' >30' Oa W WINDLOAD WINDLOAD W WINDLOAD WINDLOAD (PSF) ABOVE GRADE ABOVE GRADE IPSFI ABOVE GRADE ABOVE GRADE d Nir;m (PSF) (PSF) 72" 3- 1-3/8" 72'• 3" 23 144" 144" 27.5 144" 144" 30 104" 3" 2" 27.5 104" 3" bell, o u 25 141" 144" 30 143" 744" 135" 5- 3-1/4" 144" 4-1/80' 30 135' 144" 35 138" 144" 72•• 3" 1-1/2" 72" 3" 40 104" 3" 2-1/8" 40 104" 3" 2" .. 35 130" 144" 40 133" 144' 126" 5" 3-1/4" 1331, 4-1/8" 3-1/4" LU 40 126' 143" 45 129" 144" 72•• 3" 1-1/2" 72" 3" 1-1/2" w ' Z 45 122" 135" SO 126" 139" 50 104 3" 2-3/8'• SO 104" 3" 2-1/4" d n� 50 119" 128" 55 123" 132" 119" 5" 3-1/4" 126" 4-1/8" 3-1/4" " LL$ 55 116" 122" 60 120" 127" 72' 3" 1-5/8" 72" 3" 1-5/8" �r o 60 111" 117" 65 118" 722" 60 104 3" 2-5/8" 60 104" 3" 2-3/8" O 111" 5" 3" 120" 4-1/8" 3-1/4" U) 65 107" 112" 70 116" 117" 1-5/8" 70 103" 108" 75 113- 113" 70 103" 3" 2-3/4" 70 104" 3" 2-5/8" Z 75 96" 104" 80 109" 109" 721• 3" 1-5/8" 116" 4-1/8" BO 90" 99" 85 106" 106" BO 90'• 3" 2-1/4" 72" 3" 1-5/8" Q 85 84" 93" 90 102" 102" 90 60.1 3" 1-1/2" 80 104" 3" 2-3/4" .n 90 80'" 88" 95 96" 96'. 80„ 3" 2•' 109" 4-1/8" 100 60" 3„ 1-1/2" 90 601• 3" 1-1/2" M 95 75" 83" 100 91" 91" 72" 3" 1-3/4" 102" 3- 2-7/8" o 100 72" 79" 110 83" 83" 110 48 3•' 1-3/8" 100 60 3" 1-1/2" o 110 65" 72" 120 76" 76" 65" Y 1-5/8" 911, 3" 2-3/8" 120 60" 66" 130 N.A. 701, 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" 48" 3" 1-3/8" 140 N.A. 56" 150 1 N.A. 61" 120 76" 3" 2" 150 N,A. 52" Nis C'c o g N_o TABLE 1&2 NOTES: a� 1. SEE SECTIONS FOR SHUTTER SPAN DEFINITION. 2.FOR TABLE 1,DETERMINE BOTH THE POSITIVE AND NEGATIVE R ASO WIND LOAD. CHECK THE MAX SPAN FOR EACH AND USE ♦.♦a a THE LESSER OF THE TWO VALUES. ♦♦♦ KNEZEV�♦♦ a 3.FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE ♦ \�.— E-NS C ♦ :z NEXT HIGHER LOAD TO DETERMINE ALLOWABLE SPAN. \•,:' � F � a i 4.FOR TABLE 2, ENTER AT A POSITIVE LOAD > PROJECT ' NO.41961 POSITIVE LOAD AND SPAN I PROJECT SPAN TO DETERMINE MINIMUM SHUTTER SEPARATION FROM GLASS. At.Kneievich ♦ 0+.. ♦ �f., STATE OF This item has been electronically signed and sealed by ♦ "' scale. A5 NOTED J.W.Knezevich,PE on 8/9/17 using a Digital Signature. Drawn by: ARV Date: 04/10/2015 Printed copies of this document are not considered � Q y� signed and sealed and the signature must be �' Qd KC15-0107 verified on any electronic copies. HURRICANE PROTECTION sheet 2 of 8 EXISTING CONCRETE, EXISTING CONCRETE, EXISTING CONCRETE, PTIONAL LEG DIRECTION HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR 3CONNECfION TYPE WOOD FRAMING W000 FRAMING C3 CONNECTION TYPE WOOD FRAMING )CONNECTION TYPE CONNECTION TYPE REFERENCE ANCHOR (TYP.TOP AND BOTTON) REFERENCE ANCHOR =?J0o REFERENCE ANCHOR B SCHEDULE FOR MAX. SCHEDULE FOR MAX. � MB. SCHEDULE FOR MAX. SPACING SPACING '_,ID g"a R SPACING _ �_ O. EO. > 2,`e' '^ 1/4"MAX. - — /2 2 1/4"MAX. w 5 1/4"MAX. J'Eyfi u° MB. W ,govt pN p— a o N�Z•m�v W O r W w ZJ <m Wr — 3 W W LLI ��m � Qi aF om qM ZZ GLAZING 1 EXISTINGO.F EXISTING 1 w a Q L GLAZING o SEE MIN. G W SEE MIN. STORM PANEL 0 w W p STORM PANEL SEPARATION SEPARATION W,Ou EXISTING WO wp z FROM GLASS GLAZING SEEN O TABLE 2 FROM M In TABLE 2 "Z STORM PANEL W Z � NE a SEPARATION u • u✓ FROM GLASS N E Q TABLE 2 w z j(LQ O SCALE:3" 1'-0"WALL MOUNT SECTION O OPTIONAL TOP MOUNTING O BUILD-OUT MOUNT SECTION J va Z A = B SCALE:3"=V-0" SCALE:3"=1'-0" d EXISTING R' -B GLAZING W W O SEE MIN. i STORM PANEL _ SEE MIN. m SEPARATION u'- XISTING i m STORM PANEL a Q W W GLAZING o F SEPARATION F �• TABLE GLASS ZQ Q g FROM GLASS TABLE 2 i �e E 1 ir OL~ 1 kSE w r 4 a MAYoEVE =W A< N EiITw�\ Q u 1N _ NE Q MBCI CONNECTION TYPE CI CONNECTION TYPE /4"MAX. MREFERENCE ANCHOR REFERENCE ANCHOR _ ='!rS 1/4"MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. 1/4-20 MACHINE BOLT WITH 1 CONNECTION TYPE SPACING SPACING LOCK NUT @ 12"O.C. REFERENCE ANCHOR EXISTING CONCRETE, OPTIONAL (TYP.TOP b BOTTOM) SCHEDULE FOR MAX. HOLLOW CONCRETE BLOCK 0� CI CONNECTION TYPE LEG DIRECTION SPACING WOOD FRAMING.SEE DETAIL E REFERENCE ANCHOR WALL MOUNT SECTION SCHEDULE FOR MAX. y O SCALE:3" 1'-0" O BUILD OUT SECTION SPACING BUILD-OUT MOUNT SECTION c = E O SCALE:3"=1'-0 ,v 2 "• SCALE:3"=1'-0" XISTING CONCRETE, EXISTING w EXISTING SEE MIN. HOLLOW CONCRETE GLAZING J GLAZING STORM PANEL BLOCK OR WOOD w w SEPARATION FRAMING Q m FASTENER 6"O.C.OR FROM GLASS Q •♦•••• 12"O.C.,BUT DO NOT TABLE 2 EDGE 5 CONNECTION TYPE 0. ♦ • IS EXCEED ANCHOR DIST. REFERENCE ANCHOR F~ ♦ ♦ KNEZrV ♦ a SCHEDULE FOR MAX. SEE MIN. • SCHEDULE SPACING. 0 O O w ., ...... (` ♦ k USE REMOVABLE ANCHOR u E SPACING STORM PANEL 1 u ♦ :•'�CENS ''.. WITH KEYHOLE WASHER w W 1/4• SEPARATION ut 0 ♦ �•' �' F a OR ANCHOR WITH WINGNUT Z MAX. FROM GLASS w • WASHER.LOCATE FASTENER Q m TABLE 2 w= • NO.41961 " IN NARROW PORTION OF F~ EXISTING 1:2GLAZING w w 4 9 N vI 1.W.KnexeviCh KEYHOLE WASHER 1 �pr1 slonal Engineer C1 CONNECTION TYPE �O J 3 <m E Q ♦ E.me eo.:rE aEesE REFERENCE ANCHOR N] 0.-C u STATE OF / • SCHEDULE FOR MAX. p = I' SPACING tw7~ 10 N= o w 1/4"MAX. 41 101110 P'�'G\ 4 w o w Z STORM SEE NPANEL 1 w O m 1" 1" REFERE CEA ANCHOR ♦. CONNECT NTYPE '1 S��NALEc;♦♦ E Q SEPARATION w= E SCHEDULE FOR MAX. ••...♦ a FROM GLASS �u SPACING Scale: AS NOTED B TABLE 2 o Z FLOOR MOUNT SECTION Drawn by: ARV E Q O SCALE:3"=1'-0" d Date: 04/10/2015 DIRECT MOUNT SECTION CEILING MOUNT SECTION J a This item has been electronically signed and sealed by J.W.Knezevich,PE on 8/9/17� Kd9-0107 OSCALE:3"=1'-0" O SCALE:3"=1•- using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verifiied on any electronic copies. HURRICANE PROTEcnoN sheet 3of 8 CONNECTION TYPE REFERENCE ANCHOR W SCHEDULE FOR MAX. W SPACING d 8 d F 2"x 5"x 1/8"CONT. L Z�5 ALUM.STUDDED ANGLE o ^< Z W/1/4-20 STUDS ` `�°c p EXISTING CONCRETE, EXISTING 12 D.C. 9 N /~I ^ „ HOLLOW CONCRETE BLOCK OR r- p •-r J' GLAZING N> _ J j �.6 W000 FRAMING N :.;t Z_I SEE MIN. 1 W W x i (TYP.TOP AND BOTTON) ii M ,{. a M STORM PANEL q N= ^e i A. O.F SEPARATION 8 N N F FROM GLASS x O; Ow TABLE 2 E G 5:: =..,•,;. s,x: 1 W Z V•m o`e $ _.. EXIST1 CONNECTION NHE /1/4"MAX. WGLAZING i -/ 2• REFERENCEAOR x`e"a3 Oc mn SCHEDULE FOR MAX. y C RE C E ANCHOR 2`,� SEE MIN. x Z 1" 1" REFERENCE ANCHOR MIN. MIN. SPACING ®YP u. STORM PANEL •Q W SCHEDULE FOR MAX. vi SEPARATION E SPACING FROM GLASS J N XISTING CONCRETE, XISTING CONCRETE, F TABLE 2 HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR WOOD FRAMING WOOD FRAMING OF TRACK MOUNT SECTION O FLOOR MOUNT SECTION w SCALE:3":1'_p^ K SCALE:3"=1'-0" O BUILD-OUT SECTION Z .a 1�"r 2" _ L SCALE:3"=1'-0" y ?o 2 .Z" W W EXISTING L EXISTING CONCRETE, 0.055"6063-T6 J O i " 2".4'• STORM PANEL Z m GLAZING OZ m HOLLOW CONCRETE BLOCK OR 2".5" ALUM.TUBE SEPARATION 1 a Q SEE MIN. WOOD FRAMING b FROM GLASS P- OIL EMB CONNECTION TYPE M STORM PANEL ~ N e F TABLE 2 SEPARATION w REFERENCE ANCHOR ¢ � win SCHEDULE FOR MAX. FROMGLASS �W F W i SPACING 01 7Q TABLE 2 4 9 xZ3 C ~ 1/4"MAX. O A b y M u J u Q �? W O iA J CI ry Z MAX. h P Z, o w E a 1/4-20 S.S.BOLT 4P +.,.,.. r. a Q w Jut ,.F.., ... .-.,a'.Ml -., b NUT Ca 11"O.C. e6 s GLAZIN 1 DOUBLE 2"x 5"x 1/8" o EXISTING E~ Ci CONNECTION TYPE 1/4"MAX. o CONT.ALUM.ANGLE c 8 SEE MIN. O w EM REFERENCE ANCHOR C2 CONNECTION TYPE STORM PANEL I-J b SCHEDULE FOR MAX. o REFERENCE ANCHOR SEPARATION w W SPACINGFROZ SPACING E FOR MAX. TABLE 2A55 In u 1••x 2.• y._ F 12".2" 0 . .055"6063-T6 ALUM.TUBE '' Z 2.,x S.. E a XISTING CONCRETE, J o WALL MOUNT SECTION INSIDE MOUNT SECTION HOLLOW CONCRETE BLOCK N OR WOOD FRAMING O WALL MOUNT SECTION SCALE:3"_V-0" M N _ SCALE:3"=t'-0" m SCALE:3"=1'-0" WOOD ROOF TRUSS NE 1/4"0x MIN.5"LONG O $ TWO LAG MIN.4"LONG STAINLESS STEEL THREE 1/4"Ox MIN,4" OR FRAMING MEMBER WOOD LAG SCREWS 'H S EXISTING WOOD LAG SCREWS(B 24"O.C.MAX.WITH LONG WOOD LAG SCREWS 1-1/2"1-1/2" @ 24"O.C.MAX.WITH WOOD FRAMIN 1-3/4"MIN.EMBEDMENT INTO EXISTING STUDS (�24"O.C.MAX.WITH 1-3/4" w 1"x 4"x 1/8"x CONT.ALUM. EMBEDMENT INTO WOOD EXISTING STUCCO F INTO WOOD MEMEMBEDMBNT ER 1/2•• TUBE MEMBER FINISH OR PLYWOOD = O. 0 k14 x 3/4" WOOD ROOF TRUSS SOFFIT w R YP 1-1/2"1-1/2" OR FRAMING MEMBER L TWO 1/4"0x MIN.4"LONG 4 b TEK SCREW HALL BE PERPENDICULAR EXISTING w WOOD LAG SCREWS • E 4"MAX- Q. E 0 THE PANEL FACE GLAZIN L I I I I @ 24"O.C.MAX.WI40 r Ct EMBED. 2-i/2"EMBEDME ? t1 w y __```` J' EXISTING STUCCO INTO WOOD M�1•?FfN��.•`"E' Z m I I I III FINISH SOFFITOR PLYWOOD 1/4"� l N "•.�, 1/4" .062"CONT.xALUM. , MtAX: NO nezeyith• ' — 9 Y~ '* "' ''° r+.' •S,..S MAX. TUBE(6063-T6) ® 1Z t/j Pmt• 1E4.; • 014 x 3/4" l7 n * *LLk 1 PEN1 • TEK SCREW N w . ■ N 3 k14z 3/4" - d SEE MIN.STORM (�12"O.C. mwQ r • '0, ,%�■ 2"x 5"x 1/8" B EMBEDMENT /-0.. • TEK SCREW u GLASS TABLE 2M TRUSSES xX ° STATE OF W= x CONT.ALUM. 12"D.C. o 0, F u ANGLE OR 4" BETWEEN a "aa • 'C / RIC • In x 1/4"x CONT. TRUSSES E F O •. s._........._..-.� EXISTING ■Q ALUM.FLAT ° u •.5'0 AL�`a• GLAZING E d EXISTING EE MIN.STORM 1 w O • 9t>tl�! AS NOTED VI PANEL SEP.FRO E Q O BUILD-DOWN SECTION SEE MIN.STORM PANEL GLAZING GLASS TABLE 2 J o R SCALE:3"=1'-0" Drawn b ARV SEPARATION FROM GLASS Date: 04 SO 2015 TABLE 2 O BUILD-OUT SECTION O CEILING MOUNT SECTION This item has been electronically signed and sealed by J.W.Knezevich,PE on 13/9/17 �•+. P SCALE:3"=1'_0" Q SCALE:3"=1'-0" using a Digital Signature. Printed copies of this document are not considered signed ( ' KC15-0107 • and sealed and the signature must be verifiied on any electronic copies. HURRICANE PROTECTION sheet 4of 8 Z o #a 2 ut —LOCK SYSTEM IN PLACE USE@OR©WITH > 129 c WITH A THUMB SCREW _20 x ' .GLASS OR J OR TRUSS HEAD BOLT. MACHINE SCREW Uj J E'^§u° DOOR W WITH.675"x 675" 1 Z m - 1 x 125"SQUARE v=i 6,�.,d STORMSEE MPANEL 4 Q SCREW HEAD N z ` SEPARATION z~ - 9 1/2"O.D.x 1/4"1.0.>,C 3/16" E E� -'n� I� FROM GLASS C w � W 6 6 NYLON BUSHING =� TABLE 2 1/4-20 3/4" OR 1/L-ZO S.S.NUT ITVP.1� V,'�• w R yl j MACHINE SCREW O d �.�' WITH.675"x 675" �J O ETAIII W Z - --- x 125"SQUARE N 1 W=^� W � W Y V��;z '/l u ' SCREW HEAD z 0 Y�v D w Z 5/16"I.D.AND IL 1/2"O.D.x 3/16" 9 Q I J iA MINIMUM NYLON 3� BUSHING OR 1/4-20 d 1/16" NUT(GALVANIZED) C1 CONNECTION TYPE MIN. J MB. REFERENCE ANCHOR Z SCHEDULE FOR MAX. O C-TRACK BLOW UP XISTING CONCRETE, SPACING SZ SCALE!HALF SIZE d * HOLLOWCONCRETE BLOCK OR C-TRACK ASSEMBLY 2 WOOD FRAMING (ISOMETRIC VIEW) FINAL d' Sl C-TRACK ASSEMBLY-INSIDE MOUNT NOTE:USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN 53 N.T.S. LOCATION N SCALE:3".1'-0" "h"HEADER OR'U"HEADER TOP MOUNT OF STUD U) 11L .8,< Z `a SHUTTER OVERLAP SHALL BE Ee A MINIMUM OF 1.5 TIMES THE FASTENER @ 12"O.C.FOR DESIGN LOADS SIDE CLEARANCE BETWEEN LESS THAN OR EQUAL TO 110 P.S.F.8 @ Y' THE SHUTTER AND WALL all O.C.FOR DESIGN LOADS GREATER THAN 110 P.S.F.(SEE ANCHOR SCHEDULE c - " MAX. 1/4" FOR ANY ACCEPTABLE ANCHOR) 1/4" MAX. 1/4"MAX. MAX. 1 ALUM.ANGLE 1 ASTENER @ 12"O.C.FOR "MAX Z 111L0-OUT CLOSURE PIECE DESIGN LOADS LESS THAN ORRL = �/x.1J\II`--DIISTANCE 1"x 2-x 0.125"MIN.TO EQUAL TO 110 P.S.F.L 9"O.C. 1 ALUM.ANGLE - EXISTING CONCRETE, 2"x 5"x 0.125"MAX. FOR DESIGN LOADS G�EATER CLOSURE PIECE HOLLOW CONCRETE BLOCK o THAN 110 P.S.F.(SEE ANCHOR 1"x 2"x 0.125"MIN.TO OR WOOD FRAMING. EXISTING CONCRETE, SCHED.FOR ANY ACCEPTABLE 2"x 5"x 0.125"MAX. XISTING CONCRETE, HOLLOW CONCRETE BLOCK = ANCHOR) HOLLOW CONCRETE OR WOOD FRAMING.SEE ,.MI w OR WOOD FRAMING.SEE CK ANCHOR SCHED.BASED ON TYPE OF STRUC. ANCHOR SCHED.BASED ON TYPE Of STRUCTURE c,� WALL MOUNT CLOSURE DETAIL ©BUILD-OUT MOUNT CLOSURE DETAIL O TRAP MOUNT CLOSURE DETAIL ,—�■3 Tl SCALE:1-1/2"-V-0'• SCALE:1-1/2"-V-0" > SCALE:1-1/2"=1'-0' � .•• NEZEV•. - EXISTING •� ��5 NG �- BAY WINDOW �..-EE.NS....�C ♦ s WINDOW • ,• �1L F v 4-20 S.S.BOLT 1 1/4-20 S.S.BOLT : NO.41961 BOLT 8 WINGNUT 8 BOLT 8 WINGNU • 1.W.Knezevich �ZZ 24"O.C.(TYP.) 1/4-20 S.S.BOLT @ 24"O.C.(TYP. 1 * * �p,n6,.bn,i c•u"«. 8 BOLT 8 WINGNUT L� NO°PE 41961 @ 24"O.C.(TYP.) 20 GAGE STEEL ,�':. • BENT PLATE 1"OVERLAP 20 GAGE STEEL OR 2"x 2"x 1/e•' ��! STATE OF .,:' BEN T PLATE 1 BENT PLA le 6063-T6M W. •O'C�'•Rt0RIDP.�'\ i OR 2"x 2"x 1/B" ` 6063-T6 ALUM. MAX. ♦ ss' ................. """" \G ANGLE 1"OVERLAP •.•��NAIE♦♦♦ Q CORNER CLOSURE DETAIL '••■■' Scale: AS NOTED 4 SCgLE:1-1/2"-V-0•' (Oug Drawn b : ARV MAX. This item has been electronically signed and sealed by Date: 04/10 2015 QCORNER CLOSURE DETAIL Q CORNER CLOSURE DETAIL J.W.Knezevich,PE on 8/9/17 using a Digital Signature.SCALE:1-1/2"_,•_D•' KC15-0107 SCALE:1-1/2"-V-0" Printed copies of this document are not considered signed and sealed and the signature must be verifiied on an electronic copies. HURRICANE PROTECTION sheet 5 of s S"LONG HANDLE RIVETED TOPANEL sF� C1 CONNECTION TYPE =V J� REFERENCE ANCHOR SCHEDULE FOR MAX. 1 SPACING 1" m MOLE FOR es o PANEL PUNCH 1/2"z 1"HOLES IN >�Z q, o ANCHOR SCHEDULE ADJACENT PANELS TO RECEIVE 0 m ----- J J Eek u FASTMERMA%IMUM SPACING(INCHES)REQUIREDFORVARIOUS DESIGN LOADS AND SPANS THIS BOLT W/PM NUT.PLACE Uj-j P': s PANEL OVER EACH ADJACENT ___ _ N H•r c w PANEL AND FASTEN WINGNUTS .• FROM THE INSIDE ----- p��'11E _ 2 ^Y � MAX SPANS W TO SPANS W TO SPANS UP TO �EMBEO. thSPENING W� � N LOAD 5.0.. 9'0„ 72.0,. I Z S ter` o ANCHOR TYPE (SEE EE TTA�NNGG p Lp vim• N SEE (SEE NOTE I) (SEE NOTE 1) (SEE NOTE 1) 9OTYP. CONCRETEHBLOCK Z C 7�.r.a O N Wied« K NOTE i CONNECTION NPE CONNECTIONTYPE CONNEIiTKNH TYPE ;s W R U W_n m (SEE NOTES) (SEENOTE31 (SEE NOTES) (MAX.PANEL HEIGHT=7'-4"&MAX.DESIGN LOAD 72.00 P.S.F4 _YdP u W 0.75"Edge Distance 1/4-20 x t"MACHINE INTERIOR FASTENING ANGLE ASSEMBLY Cl C2 q C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 SCREW STUD WITH 8~ 48.0 16 16 16 11 9 16 14 9 6 5 ,6 1, 7 77 WASHERED WINGNUT @ SCALE:1-1/2"=1'-0" 12 O.C.(CONNECTS 62.0 16 16 13 8 7 16 it 7 4 4 16 8 5 3 3 TO ADJACENT PANEL) /� J 76.0 16 18 10 7 6 i6 9 6 4 3 16 8 5 3 3 DETAILS[VaJ&Lvc/NOTE: W 1/4"0LAG SCREW OR THESE DETAILS DEPICT THE Z HANGER BOLT 90.0 16 14 9 s 5 is 8 5 3 3 16 a 5 7-3 CONNECTION OF THE LAST WALL MOUNTED a NST AAN LLEOEFROM INS DE USE SL E \ FON 1,75"PENETRATION ,zoo 16 10 s 4 3 1s a 5 3 3 16 a 5 3 3 WIDE BOTH SIDES) CONJUNCTION OR N HEADER TOP H �as 0.75"Edge Distance p a, UNT. 5"x 2"x 1/a"x CONT. 2-1/2"x 1-1/4" OF THESE DETAILS SHALL BE IN W STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN"h" Cl C21 C31 G4 C5 Cl C21 C31 CA C5 Cl C2 C3 C4 CS (SEE SECTION T) V) 48.0 i6 18 11 9 7 16 9 8 5 4 15 7 4 3 3 _, _ 82.0 18 13 8 7 5 15 7 4 4 3 11 5 3 3 ? Q OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) 76.0 16 11 7 5 4 12 6 3 3 11 5 3 N.T.S. 1/4"01AG SCREW OR J . HANGER BOLT 90.0 16 9 6 5 4 11 5 3 11 5 3 MIN 1.75'PENETRATION 120.0 14 7 4 3 3 11 5 3 11 5 3 ra $ 0.75"Edge Distance ANCHOR SCHEDULE g W FAST84ER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR NOTES' 11E \ C1 q J47 C2 q CA q C1 C2 C3 04 q SEE SHEETS FOR ANCHOR NOTES. 48.0 16 8 d c� ?„ 7 3 'yR U o - 62 0 13 6 3 15 or MAX SPANS W TO SPANS W TO SPANS W TO 7/16"0 BAA55 WOOD ' LOADBUSHING W/7/8"EMBED 76.0 10 5 { 2 ':' 5 ox" rA ANCHORTYPE (PSF) 5-0" 9'-0" 12'-0"IN WOOD WITH G=0.55 900 94 5 a" SEE IEEE NOTEDSEEW I) (SMW I I) N1200 6 3 m ."� .>'S,: 5 ^P .,s' X NOTE1 CONNB;TKJN TYFE COFPE(':O TYFE CO SELNOTE3) E 8 W (SEENOTE3) (SEENOTE3) (SEE NOTES) 0.75"Edge Distance 2"Edge Distance Cl C.t C3G1 C5 Cl C2C3 C4 C5Cl C2 C3CA C5 C1 C2 q C4 G5 Cl C2 C3C4 C5 Cl C2 C3 CA C5 48.0 16 16116116 16 76 i6 11 13110116113 a 10 7 48.0 i6 i6 11 16 11 16 10 6 1 9 6 15 7 4 6 4 Cc 62.0 16 11 15 16 14 18 13 8 "I 7 t6 10 6 7 5 O y 62.0 16 14 9 12 9 i6 7 5 7 5 12 5 3 5 3 7s.0 18 18 12 15 11 16 t17, 8 6 16 9 6 7 5 K N32 STAINLESS STEEL N 1/4"0 ElCO PANELMATE PRO ORZ SNS W/2"EYEWALL 78.0 18 11 7 10 7 13 8 4 5 4 11 5 3 5 3FEMALE ID W/STALGARD FINISH 900 16 16 10 12 9 16 7 5 18 9 6 7 5 O ARMOR INSERT W/2"OR STAINLESS SIEELW/1-7/B"EMBED SCREW EMBED IN 90,0 16 9 6 B 6 11 5 3 5 3 11 5 3 5 3 IN WOOD Wm1 G=0.55 120.0 16 12 8 9 7 t6 7 5 16 9 6 7 5 GROUND BLOCK 120.0 15 7 4 6 4 11 5 3 5 3 11 5 3 5 3 W 2 C3 C4 D, 0.75"Edge Distance w 2.5"Edge Distance ••• e••• C05 Cl C2 C3G C5 Cl C2 C3 C4 C5 w KNEZFV•, : s 2 C7 C2 q CA C5 C1 C2 q C4 C5 Cl C2 q C4 C5 ♦ ................. ^� 49.0 16 16 12 12 9 76 71 7 7 51161 9 5 J33 =O 4, 48.0 16 13 9 16 13 16 7 5 13 7 12 5 3 10 5 .,:��C E N g'-..C • F"s 62.0 18 15 9 9 7 16 8 5 5 4 13 6 4 • ,` �- F 'a (9 62.0 i6 10 6 i6 10 12 6 3 10 5 9 4 �?° 7 4 760 16 12 8 7 6 14 7 4 4 3 13 6 4 NO.41961I.W.Knezevich 414 WOOD SCREW OA 5/16"0 ELCO ULTRACON 76.0 16 8 5 15 8 10 4 3 8 4 8 4 -" 7X 14-10 SMS 90.0 16 10 6 8 5 ,3 6 4 3 3 13 8 4 W/2.25"EMBED IN 900 15 7 4 12 7 9 4 7 49 4 al 7W/1.5"EMBED IN GROUTED BLOCK 12.0 16 7 5 5 3 13 . 4 3 3 13 6 4 it LitRns¢No.:PE il96t WOOD WITH G=0 55 120.0 11 5 3 8 5 9 4 l 7 4 9 4 " W 0.75"Edge Distance e 7 4 STATE OF �� Cl C21 C31 C41 q Cl C21 C31 C41 C51 Cl I q q ca q • �.''.lc<O R I O Pr'f\ i• -� 48.0 16 11 7 9 6 13 6 4 5 3 10 4 3 3 'I:. ♦ s V ........_... 82.0 16 8 5 7 5 10 4 3 4 3 7 3 3 •.'rbri •♦ 76.0 15 7 4 6 4 8 4 3 7 3 •••��••• N14 WOOD SCREW OR This item has been electronically signed and sealed by scale: A5 NOTED t14-lo sf4s 90.0 12 6 3 5 3 7 3 -„ 7 3 r J.W.Knezevich,PE on 8/9/17 using a Digital Signature. .. Drawn b ARV W/1.5"EMBED 0. Q Date: 04/10/2015 woo0wm7G=0.42 zoo s 4 3 7 3 x 7 3 a %e Printed copies of this document are not considered 0 • signed and sealed and the signature must be KC15-0107 • veri ied on any electronic copies. HURRICANE PROTECTION sheet6 of 3 CONCRETE EXIST.STRUC. 4 ga�tz8 � Pg 0 8 o F o e o F o 8Pi o F o 8Pr o f Tm, Q y o 4 4 4 4 oII oII a � a 66 £ ma oa _ ma � II "n A a R A 8 A m 2 • o u m A a R a A m R rn o P P m P -12 o m a F-T-TwT-F- 4 g gig z g 5 8 a 8 4 a all 8 a N8 1 g m . � $ � ' a 11,10 !7. mII °° II4 o a '� II II a � IIj � o 4 8 m Ti o R m R R oa ma SII II A + CONCRETE EXIST.STRUC. vE E5 yqt61, 9 � m R Rg. g 8 R Z 9 9 9 R R to P m P P P m P m m D m mOi 9 O � n O m n m r A m o r a : a II II a II Na II � a ma c' � P wP NP = P NP a II a II a m m m v n gt 0 0 _ Revisions .060 3.0615 ALUMINUM STORM PANEL 11KNEZEVICH 5. P) m j A `q f no dab deaed """""` CONSULTING T 'mag c v> `;; 1�� ■ * ...........SJ KNE2EVICH CONSULTING LLC Z X'rt+ vaioksslr a4 y,p g,�},p p�pgRp 16005.Federal Hwwyy Surte%1 Pompano each FL33062 T 954.772.62ZA F 954 320.6451 COA 2`/988 V °p m $ T '` website-www knezewzh.com �' t7 Copyright 0 2017 Knezevich Consulting,LLC ANCHOR SCHEDULE ANCHOR SCHEDULE FASTINERMAXIMUM SPACING(INCHES)MOA® RVAFUOLBDMKINLOA06-SPANS FASTENER MAXIM UM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS X �� MAX Li �t K SPANq SMANSUPTO SPANS IP TO SPANS UP TO SPANS LP TO 19PANSLPM D MAX ¢ANCHORrYPE IP9Fl Sp 1z-0' LOAD SPANS lPTO SRANS41 9-lPTO SFWIS IP TOLOAD Std �oSEE ISO OTE E) (SEE NDTE it (SE NOTE I) (SEENDTEI) (SE NOTE I) ti ANCHOR TYPE 9ff (BEE NOTE II IEEE NOTE? 1z 0' >rZn� NOTE1 CONNECIeEGTONTYPE CONECTKXNIY•PE CCleECIONTYPE CON4�STDN TYPE COMECPNTYPE y ) ISEENOTEI) JjEN.w NamI COMFCIONTYFE COMECTONTYFE CD44LT%X9 TYPE W $s (SEE (SEE NOTE3) (SEE NOTE 3) (SE NOTE 3) (SEE NOTES) (SEE NOTE 3) w W 2"Fdge Diem nee a-Edge Diets nee (SEE NOTE 3) (SEF NOTE 3) ISEENOTE31 y6rvu 2.5"Edge Distance ��//�S ZPm�" C1 C2 p GCS C1 C] p G C5 Ct C2 p G CS Cl C2 C3 G C5 Ct C2 p UCS CI C2 p U C5 �..: W Me/0 01 46.0 8 tl 5 1 ... 8 ...-. ♦ 10 1 ^ 14 8 5 1 4 5 # C1 2 C3 C4 C5 Ct C2 C3 CA C5 C1 C2 C3 01 C5 W 1/4"O BUILDEX TAPCON 62.0 8 6 ] it 5 4 b 1 "'` 48.0 10 10 8 /1 8 71 5 ] 4 8 4 5 1- Vim•t;roi SS OR CLIMASEAL 78 0 5 > g 5 1'4'0 ELCO PANELMATE 82.0 IB 7 S 17 8 9 d 6 6 COATING W/LO'EMBED 5 ] _ PROO ST W0.D 78.D 1J 8 4 9 5 7 5 b 4 > <"o IN HOLLOW BLOCK Son ♦ 6 �C1Wq^;°° S 4 ftN �&aKEp 90.0 77 5 • ] 4 6 4 6 4 Z 120.0 120.0 4 s 4 YLLm W q 1"Edge Distance 2.5"Edge Distance 1 Cl C2 C3 G C5 C1 mlca c C5 cl a w 1. :a n cz(-3 G c5 1 cz c3 cw G;cl cz c3 G cs 2.' Distance 8� -�C %% W C1 C2 C3 C4 CS CI C2 C3C4CS G C2 p C4 C5 48.0 11 8 1x ] 7 3- 16 9 I tl 43.0 18 11 7 14 9 12 6 3 8 5 9 4 6 3 62.0 10 6 6 6 6 6 8125TAINLESS STEEL 82.0 IB 8 5 11 7 9 4 3 9 3 7 3 4 J y 1/1'/E25'EMBED`N 78.0 8 I3 ys W/2'D.flyer 4 LILCO ULTRA O IN HOLLOW BLOCK 90.0 7 I I ARMOR INSERT W/ 78.0 U 8 1 9 5 8 3 5 3 7 3 d Z 'v 6 3.25'SCREW IN- m 3 7 3 1x0.0 '... 6 IN HOLLOW BLOCK - e .: 6 • 120.0 9 / S J 7 3 d 7 3 4 o W 1.25"Edge Distance J'Edge Oipance S"Ed e D sconce f6dCt C2C3C4C5 Ct C2 C3 G C5 C1 C2C304C5 Ct C2 C3C4C5 C1 C2 C3 U CS C1 C2cSG C5 yy 9 0 3: * Q � 48.0 18 7 5 9 8 9 4 5 3 8 3 3 18 15 9 18 13 18 S 5 12 7 13 8 4 9 5 Ci Q C3 G CS Ct C2 C3 G CS C1 C2 C3 U CS N 1/d"Q ALL POINTS 8x.0 12 8 3 7 1 ] J 1 E 3 18 11 7 18 10 13 8 4 9 5 10 4 3 7 4 48.0 11 5 15 7 6 6 4 4 6 - .��J a SOLID-SET ANCHOR■ ]8.0 f0 5 3 5 3 3 3 8 18 9 8 11 S t1 5 3 7 4 9 4 3 7 1 1/4205TAINLESS STEEL 82.0 S / 11 5 4 6 4 Z -�� BOLT W/7/B'EMBED 90.0 8 ♦ 4 3 8 8 ie 8 S 11 7 9 1 3 7 4 9 4 3 7 4 1/4'a P01NEA5 TAPPER t m W/PERMA-SEAL OUTING 78.0 7 S d 4 5 4 E a N HOLLOW BLOD( WI LLO EMBED $' 120.0 8 3 3 S 8 12 3 3 8 5 9 4 3 ] ♦ 9 1 3 7 4 IN HOLLOW BLOCK 90.0 6 0 4 4 q 0 4 4 W 1' OI»DIn2.6 Edge DlWnu t20.0 4 e�, Qh P► o�� C1 C2 C3 G C5 C1 C2 C3 G CS C1 C2 C3 G C5 Cl C2 C3 G C5 C1 C2 C3 G C5 CI C2 p G C5 48.0 18 S 5 11 8 9 4 e d 7 18 S 5 18 11 10 12 6 7 9 4 1/1'QMWFASi ANCHOR 82.0 13 8 1 9 6 7 5 14 8 4 18 8 ] 9 1 5 '- b CONCRETE SCREW BY o MEULnNILM FASTENERS 780 10 S f• 7 5 5 : 11 5 13 1 6 ] 4 5 6 C W/1.25 EMBED 90.0 8 4 ;: 6 4 5 t 1 8 5 6 5 = 6 N HOLLOW aIXK 120.0 6 5 4 1 1 5 5 " 8 141 5 , 6 6 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1 ON SHEET 2. 2. AN EFFECTIVE WIND AREA OF 30 SQ.FT.SHALL BE USED FOR DETERMINING WIND LOADS FOR ANCHORS. 3. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,ANCHOR TYPE,AND EDGE DISTANCE.SELECT DESIGN •^ c LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO p SHUTTER SPAN. .N v /. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION Of CONNECTION TYPE. � 5. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK,GROUTED MASONRY,OR WOOD FRAMING. tY REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. k 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. e■■■■■� a 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. • ,KN EZ,V�.� p 8. WHERE EXISTING STRUCTURE IS POST-TENSIONED CONCRETE,CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND i COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. • >• ''\,\CE NSIt'.0 a of B STRUCTUREWHERE EXISTING DEQUATE WOODBFRAMING IFRAMING, MEMRS,NOTPYWOODWOOD F FASTEN NG TRAMING CONDITIONS YWOOD IS ACCEPTABLE ONLY FSOR SIDE CLOSURE : NO.41961 PIECES. ■ J.W.Kne2evich 10. WHERE LAG SCREWS AND WOOD SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN * •k y�ssl0.11 Enelnw CENTER OF NOMINAL 2"X 4"(MIN.WOOD STUD.3 4"EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD ■ Ei l=1 NI.:PE 01961 SHALL HAVE A MIN DENSITY AS NOT�D IN ANCHOR SCHEDULE.SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. at , ■ 11.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN • •`'•,. STATE OF :.. HEAD,TRUSS HEAD,ORWAFER HEAD(SIDEWALKBOLT),U.O.N. •O��"'��OR10�:.•''� 12.91 DESIGNATES ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE USES. As .... •"�P�`� 13. ' DESIGNATES ANCHORS THAT ARE REMOVABLE BY REMOVING MACHINE SCREW,NUT OR WASHERED WINGNUT. �•s'�FTTAI_•�� ■■■■■■• id.NALL OTEDICONCRETEANC ANCHORS SHALL BE INSTALLED IN UNCRACKED CONCRETE ONLY WITH AMINIMUM CONCRETE STRENGTH AS This item has been electronically signed and sealed by Stale: AS NOTED NOTED INANCHORSCHEDULE. J.W.Knezevich,PE On 8/9/17 using a Digital Signatura. � ., Drawn b ARV 15. WHEN ANCHORING TO CONCRETE BLOCK,SDS ANDIMPACi DRILLS SHAH NOT BE USED TO DRILL INTO BLOCK OR TO INSTALL 0 Date: 0410 2015 CONCRETE SCREWS. Printed copies of this document are not considered signed and sealed and the signature must be �' KC15-0107 verifiiedonany electronic copies. HLAxRICANEPROTECn]N sheetFlofB