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HomeMy WebLinkAboutProduct ApprovalFL Product Approval # Manufacturer Product 12765.8 JANUS Roll Up Doors Model 750 9901.2 TO County Metal Ultra Rib Panel Wall Panels 9903.3 TO County Metal Ultra Rib Panel Roof Panels 12903 Pocahontas Aluminum DD 100 Insulated Side Hinged Door 17027.1 Pocahontas Aluminum Single Hung Window Please call our office once you have received your permit so that we may proceed with scheduling. Helpful Tips *All carports, open or enclosed, framework is a foot shorter that the overall dimension. For example the foot print for a 18' wide x 20' long will be 18' wide and 19' long. * Per engineering concrete pads must be poured 4" wider and longer than the footprint of the building RECEIVED APR 2 0 2021 Formitting Department Si. Lucie Count'/ j 1 Force Engineering & Testing L 19530 Rambiewood Drive RECEIVED Humble, Texas 77338 Phone: (281) 540-6603 FAX: (281) 540-9966 JUN 0 2 10Zi Website: www.forceenginecringtesting.com Permitting Department Product Evaluation Report st. ,Lucie County TRI COUNTY METALS 29 Ga. Ultra -Rib Roof Panel over open framing Florida Product; Approval # 9903.3 R5 Florida Building Code 2020 Per Rule 61G20-3 Method: I —D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Tri County Metals 301 SE 16`h Street Trenton, Florida 32693 Engineer Evaluator: Johnathan Green, P.E. #88223 Florida Evaluation ANE ID:12901 Validator• Brian Jaks, P.E. #70159 Contents: Evaluation Report Pages 1— 4 iFL# 9903.3 R5 �J Force Engin"Tenting, 19530 Ramblewood Drive Humble, Texas 77338 Phone: (281) 540-6603 FAX: (281) 540-9966 Website: www.forceengmeeringtesthig.com Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Sections 1504.3.2, 1504.7. Product Description: Ultra -Rib Roof Panel, 29 Ga. Steel, 36" Wide, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 29 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2020, Section 1507.4.3. Optional paint finish. Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2020, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0160" coated thickness (0.0142"uncoated thickness) Width: 36" maximum coverage Rib Height: %" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x %" HWH SD with sealing washing or approved equal at 9"-9"-9"-9" fastener pattern. Panel side laps fastened together w/ #12-14 x %" HWH SD with sealing washer at 24" O.C. Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4. Substrate Description: Allowable Design Pressures: Min. 18 Ga. Grade 50 Steel Framing. Framing must be designed in accordance w/ Florida Building Code 2020. Table "A" Maximum Design Pressure: -31.2 psf +26.0 psf Fastener Pattern: 9"-9"-9"-9" 9„_911_9„41 Fastener Spacing: 5'-0" O.C. 5'-0" O.C. *Design Pressure includes a Safety Factor = 2.0. FL# 9903.3 R5 1 J Force Engineering & Testing U 19530 Ramblewood Drive Humble, Texas 77338 Phone: (281) 540-6603 FAR: (281) 540-9966 Website: www.forcftngineeringlesting.com Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ ASTM E 1592-05 (2012) Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference ■ FM 4471-92 - Foot Traffic Resistance Test Reference Data: 1. A5TM E 1592-05 Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 136-0257T-15A, B 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 136-0076T-16 3. Certificate of Independence By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # ANE ID: 12901) Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05 (2012) test standard. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to the FM 4471-92, Foot Traffic Resistance test standard Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. FL# 9903.31R5 Force Engineering & Testing 19530 Ramblewood Drive Humble, Texas 77338 Phone: (281) 540-6603 FAX: (281) 540-9966 Website: www.forceengineeringtesting.com Insulation: Manufacturer's approved product (Optional) Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel, and Chapter 16 for structural loading. FL# 9903.3 R5 J Force Engineering & Testing 19530 Ramblewood Drive Humble, Texas 77338 Phone: (281) 540-6603 FAX: (281) 540-9966 Website: www.forecengineeringtesting com 112-14 X 3/4' WN W/ sE M WASEiiR O 2V O.C. 112-14 X 31r hVH W/ SF"G WASHER Ma 18 GA GRADE 50 STEM FRAMM AT SW O.C. FL# 9903.3 R5 is HORIZONTAL HEADROOM I HEAD STOP GUIDE STEEL JAMBS 12'-0' MAX WALL OPENING HEIGHT (CLEAR OPENING) WEIVED JUN 0 2 2021 64WItting Department Ot Lucie County 3k TO OUTSIDE OF BRACKET LEG (BOTH ENDS) 2A00 ' 1.125 95, .641 _-_ cvo•> R.109 .836 95' t 105 2,563 q2X R.078 R1.400 ZX R.300 95' , ---1L .836 .563 �`� � ro•rer•r•r•♦ z"t 2/m/2 .✓'"1 U6 p'Nas�mnr°a p�tG,'.� �d SEE l TO END OF AXLE. DETAIL (BOTH ENDS) 10'-0' MAX WALL OPENING V'fp IDIIi— (CLEAR OPENING) d C. i f 5¢ O 20' WINDLOCK GALV. STEEL, ASTM A653 WITH MIN. FY=33KSI ASSEMBLY GUIDE CONCRETE/ FILLED BLOCK JAMBS HANDLE BAR ASSEMBLY Er CURTAIN PANEL DETAIL A ASTM A653 GR 80 ZINC COATED STEEL PRE -PAINTED WITH FULL COAT OF PRIMER AND BAKED SILICONIZED POLYESTER FINISH COAT 26 GA CURTAIN DETAIL 24 GA (.022) GALV, STEEL BOTTOM BAR ASTM A653 W/MIN. FY=33 KSI —DOUBLE 1/4.0 THRU BOLT WITH LOCKING NUT LOCATED AT EACH END AND MIDDLE OF ANGLE. INTERMEDIATE SINGLE BOLT LOCATED 24' MAX O.C. BOTTOM BAR ASSEMBLY THESE CONFIDENTIAL DOCUMENTS SUBMITTED BY JANUS CONTAIN INFORMATION OF A PROPRIETARY NATURE AND MAY NOT BE REMOXED OR USED TO MANUFArtURC ANYTHM IN PART mt IN WHOLE FOR ANY PURPOSE OTHER TWIN THAT WHICH IS NECESSARY FOR PREPARATION 10- BIDS OF ENGINEERING WITHOUT THE o"ESS PERMISSION Cr JANUS WHICH MAY RECALL DOCLWAIS AT ANY TOE. UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES ARE - DECIMAL FRACTIONS ANGLES HOLE DIAMETERS .XX ±,03 t 1/16 t 0° 30' UNDER 251 +•004 -.003 XXX t.005 zsl to .soo 1A03 OVER .500 *" 2' X 1-1/2' X .105' GALV. STEEL ANGLE ASTM A653 W/MIN. FY=33 KSI CONTINUOUS FULL CURTAIN WIDTH REVISIONS DESCRIPTION DATE APPROVAL 2AWING RELEASE 1Ia4-o2 DM 3TE REVISIONS 14-16-041 ON 3TE REVISIONS 6-17-D9 CS 2�. ..i.; �' a 12• as NAx 21. CONCRETE/FILLED BLOCK JAMBS USING 5/1W X 2-1/4' TAPCON XL ALL COMPONENTS SMALL BE M ASTM A653 STEEL V/NON ii FYc33 KSI GALVANIZED r� 5/16'$ HOLE PER ASTN Ab53 G-90 I @ l2' aC. MAX T_ 28' STECL JAMDS USING 112-14 X Y TEKS PANCAKE WAD 16 GA (.063) GUIDE MOUNTING DETAIL OPENING VERTICAL HORIZONTAL HEIGHT HEADROOM HEADROOM THRU 7'-4' ' '15-1/2' 17-1/2' OVER 7'-4' 16' 18, THRU 8'-B' OVER 8'-8' 1 7' ]8-I/4' THRU 10'-0' HEADROOM REQUIRED 'ART NL%8M JANUS INTERNATIONAL CORPORATION 134 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 'AIERUU, 770-562-285011`ax 770562-2264 O 2012 Janus International Corporation All Rights Reserved wmim THEN, NIT Cr MEASURE. CERTIFIED WIND LOAD RATED 26 GA E 0 Y IZ 0' d RO APPYRLS HATE TUva BECKY NELSON 11-14-02 WMD SIZE DRAVDYa T 0 3 REVS DON MILLS 11-14-D2 g 10 B OpFlI CD DON MILLS 11-14-02 �'1' NONE scEn 1 or.2 SELF -DRILLING PANCAKE HEAD SCREW M12-14 X V LONG P 12' MAX. O.C. — WINDL13CK 2 EVERY OTHER____L rn— ma6TION a� ---i 8 4 .38D 1 WINDLOCK B EVERY OTHER --�I}• i'^qi�- CORRUGA710N {� I— OPENING WIDTH + 2-31,11, I CURTAIN WIDTH + 2-1/2' STEEL JAMBS CONCRETE/FILLED BLOCK JAMBS LH GUIDE MOUNT SHOWN RH GUIDE MOUNT SHOWN Vy +98 (PLF) VY +98 (PLF> : ':, � •• � Orr• lyvY Vx +299 .JVx +299 (PLF> wnAm aWK. (PLF> Vx -405 31 Vx -405 (PLF) (PLF> Vy -115 (PLF) V Y -115 (PLF ) VIND LOCKS ATTACH _.� VI 2 EACH 3/16'f1 ..�, RIVETS -ZINC COATED aHtrAm 26• STEEL JAMBS CONCRETE/FILLED BLOCK JAMBS LH GUIDE MOUNT SHOWN RH GUIDE MOUNT SHOWN SUPERIMPOSED LOAD DIAGRAM R.831 XE REAR VIEW EIV ram.7768 ; STATE OF � EXISTING CONCRETE�NA a �N%% 750 b12 X2 ' G A 3.732 1.031 .Q 3.542 d TWO 1/4'0 POWERS WEDGE -BOLTS W/ 1-1/2' MIN. EMBEDMENT IN CONCRETE OR TWO 1/4'0 STEEL SCREWS V/FULL PENETRATION INTO MIN.1/8' STEEL. IF EXISTING IS MASONRY, FILL CELL W/2500 PSI GROUT. DOOR MOUNTING BRACKET DETAIL I191=?4 -I REVISIONS— IREVI DESCRIPTION DATE APPRQ — DRAWING RELEASE 11-14-02 DM A NOTE REVISIONS 4-16-04 DM B I NOTE REVISIONS16-17-0'31 CS W310 D R.345 X2 LOOD' O.D. STEEL PIPE t=.065' 9.746 ASTM A653 WITH Fy = 37 KSI SIDE VIEW GALV. STEEL IN ACCORDANCE WITH ASTM A653 G90 GENERAL NOTES 8 DESIGN BASED t&1 CERTIFIED TESTING LABORATORIES, INC., TEST REPORT 31. GUIDE TO JAMB ATTACHMENT FASTENERS BEGIN 4• FROM NO. CTLA - 983V-3 FLOUR AND END 3-1/2' BELOW TOP OF WALL OPENING. 1. THIS ROLL -UP DOOR SYSTEM IS DESIGNED IN ACCORDANCE WITH THE FLORIDA 9 ANCHOR NOTES, 12. TEST D013R VALL OPENING SIZE, 10'-0' x 8'-0•. BUILDING CODE. A. EMBEDMENT LENGTH DOES NOT INCLUIIE STUCCO FINISH. 2. THIS ROLL -UP DOOR HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-330 AND B. FOR HOLLOW MASONRY, FILL ALL CELLS a ANCHOR WITH 2500 PSI GROUT. COMPLIES WITH ANSI/DASMA 108. C. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DESIGN LOAD =+19'4 PSF IT DOOR OPERATION TYPE TO BE PUSH-UP. -22.7 3. VIND LOADS FOR BUILDING OPENINGS SHALL BE DETERMINED BY A PROFESSIONAL ENGINEER USING APPROPRIATE WIND SPEED AND DESIGN CRITERIA. THIS DOOR MAY BE USED WHERE THE DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD PART IA1iG6' JANUS INTERNATIONAL CORPORATION FINi THE BUILDING OPENING. THESE CONFIDENTIAL DOCUMENTS SUDiSIT7ED BY JAMHS EDH7uMTR N tMATiOI Of' A PRDNOETARY NATtX2E AND MAY NOT DE REPRODUCED DR USED 70 MANUFACTURE ANYTHING IN PART OR IN WHOLE FDR ANf 134 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 4. SUPERIMPOSED LOADS ON THE JAMBS FROM THIS DOOR ARE DESIGNED AS Vx PUPAE OTHER THAN THAT WHICH IS w-CESARY rag PREPARATION OF DIOS OF ENGINLERING WITHOUT THE EXPRESS PE ILDSSIOH OF JANUS WHICH MAY RECALL DOCUMENTS AT ANY TINE. xalaww 770-562-28501Fax 770562-2264 AND VyHEREIN. CONTRACTORS SHALL HAVE BUILDING ENGINEER VERIFY ADEQUACY OF BUILDING STRUCTURE TO RESIST SUPERIMPOSED LOADS Vx, Vy '� fNF>R» O 2012 Janus International Corporation All Rights Reserved AND BRACKET LOADS SHOWN UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES T 6'IEASIAff. 5. ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE ARE, CERTIFIED WIND LOAD RATED VITH A.V.S. SPECIFICATIONS, LATEST EDITION ALL WELDING ELECTRODES SHALL DECIMAL FRACTIONS ANGLES HOLE DIAMETERS "� � A4TE GA SERIES 750 DOOR ASSEMBLY 26 ON CONFORM TO A.W.S. A5.1 GRADE E-70. +oD4 °RA " MAX. SIZE 10'-0' X 12'-0' OO 6 DRS SHALL BE PROVIDED WITH LOCI( MECHANISMS AT THE OPTION OF THE .XX t.03 t 1/16 :t 0` 30' UNDER .251 -.oD3 BECKY NELSON 11-14-02 OWNER. ,XXX 1 005 +A06 251 to .SOU _a03 CKCxE6 SISE ut w1w. MIMB Ne T 1 0 0 3 B 7 ALL BOLTS AND VASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH +DOB DON MILLS 11-14-02 g A MINIMUM TENSILE STRENGTH OF 60 KSI. OVER .500 _�3 APPROVE6OF'DON seEn MILLS 11-14-02o NONE 2 2 T-. C9� te® SIDE -HINGED METAL -EDGE STEEL DOOR UNIT 6'-8" SINGLE OPAQUE DOOR IN HOLLOW METAL FRAME GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. I 1.938" LO 19 18 GA. HOLLOW METAL FRAME TABLE OF CONTENTS SHEET jj DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 'ecaveD )UN ®2 1011 Per . StD county nt �Lucie 40' MAX. FrOVERALL FRAME 35-3/4" MAX. PANEL WIDTH N A o Addendum to NAN CertifXationNo.:. r Reviewed8y; Date RW a 40' MAX. FOVERALL FRAME 35-3/4" Al rPANEL WIDTH1 ri N N S J 4 /j DATE 611010 Y SCALE: N.T.S. DWG. DY: SWS cmc. BY: KURT SALTHAZOR DRAWING No.: FLORIDA P.E. DWG-MA-FLO150 © �v6533 AJ ����ff SHEET 1 or 2 WOOD OR STEEL 2X STUDS USING COMPRESSION ANCHORS FACTORY APPLIED #8 x 2' WOOD SCREW (4) Totnl A A k8 x 2' WDO➢ SCREW (2) @ BOT. OF EACH JAMB (1) @ INTERIOR OF FACE LL (1) @ EXTERIOR OF FACE (TYP.)Atl'ER.IOR ODD OR STEEL STUDS DOOR FRA SECTION A —A SHEATHING STRAP ANCHORS IN VOOD DR STEEL 2X STUDS STRAP ANCHOR (6) SCREWS IN 0.187' DIA. ANCHOR N8 WOOD SCREW (TYPJ STRAP ANCHO WOOD STUDS 1 10 S.M.S. (TYP) STEEL STUDS WOOD OR STEEL STUDS DOOR FRAME 1 3/8' MIN. SECTION A —A EMBEDMENT INT WOOD STUD WIRE ANCHORS IN CONCRETE OR MASONRY 3/8' DIA. CON SCREW CONCRETE OR MASONRY USING CONCRETE SCREW ANCHORS BACK FILL FRAME ,M,(y BUTTERFLY CLIP ASONRY OR CONCRETE B ADJACENT C.M.U. CELLS WITH GROUT NOT REQUIRE➢ (Typ,) �/16' IAMETER WIRE 3/8' D1A. CONCRETE •' SCREW ANCHOR °, ° °. DOOR FRAME %�`• �k DOOR FRAME 1 1/4' SECTION A —A MINIMUM EMBEDMENT ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY JOSEPH A. REED, PE (FLORIDA #58920) FOR EACH INSTALLATION METHOD. 2. CONCRETE ANCHOR EDGE DISTANCE MIN 3". WOOD SCREW EDGE DISTANCE MIN 1/2". SHEET METAL SCREW EDGE DISTANCE MIN 1/2". Addendun ID NAMI Ced o0oR Ro.: Zo Reviewed By. Date Revi 2. #8 x 5/8" #10 x 1/2" #10 x 1/2" #8 x 5/8" #9 x 1/2" #10 x 1/2" #9 x 1/2" #10 x 1/2" HINGE DETAIL STRIKE DETAIL MA HINE SCREWS MACHINE SCREWS 1 1.250" T INSWING THRESHOLD HARDWARF S(HFDULF 0.962"1 T 1 OUTSWINGi THRESHOLD 1. KWIKSET SERIES 400 GRADE 3 CYLIND ICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. Q: to U C) J Z � J O � Z co 0 Z LU co SCALE: N.T.S. DwD. BY. SWS CHK. BY: DWG—MA—FLOISO-06 SHEET 2 OF 2 14 9/16" 4 1/4" , 11/2'MIN. EMBEDMENT NAIL FIN INSTALLATION l O.C. MAX. MAX. FROM 2 3 _ THRU FIN CORNERS MM DISTANCE MIN. DISTANCE FOR EDGE:3/4• FOR EDGE: 3/4" 16 5/8" 1/4• MAx O.C. MAX. SHIM SPACE 3 THRU FIN 1/4" MAX oar SHIM SPACE FRAME SECTION (TYP) X, VERTICAL SECTION F— atew m¢ma�n.�wcyF�.aw.aoo 11/2" MIN. 2 C7 ^ EMBEDMENT _ < at c;n I RECEIVED AL �- 3 JUN 0 2.2021 1 1 4.7 mm4.7 awn 1 permitting Departure t JAMB SECTION (TYP) 5t, lucre County HORIZONTAL SECTION NOTE: Caulk between Nailing Flange & Wood Opening. 1 - OM 9D1f '/4' MAX D SHIM SPACE utt,, nxrar.vc WINDOW WIDTH — (52 1 /8�. MAX.) 2 FOR EDGE:3/4' 3 ,r I Max Frame I OP RATING IMPACT � , urFuaG�uF 52 1/811 x 75" 1 +60/-65 1NO TYPICAL ELEVATION WITH FASTENER SPACING 'y''SJ Installation Notes: 1. Seal flange/frame to substrate. 2. Use #10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does ♦♦ not address the sealing consideration that may arise in different wall �♦♦ ��c' �.•''•�� �' conditions. For the complete installation procedure, see the instructions . packaged with the window or go to Z 7 www.jeld-wen.com/resources/installation. DISCLAIMER: TT ?J :: This drawing and its contents are confidential and are not to be reproduced in in disclosed % 0 .. P •� �iJ#'�,, or copied whole or part or used or to others $o�o except as authorized by JELD-WEN Inc. �• 398 Enj General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3.1mm tempered single glazed or 4.7mm -4.7mm annealed insulating glass. 4. Use structural or composite shims where required. PROJECT ENGINEER: DRANK! BY: D. Vezo CHECKED BY: J. Kantola APPROVED BY: DATE: 09/16/2014 SCALE: NTS 3737 Lakeport Blvd Ai,FAJKx0Rc. 97601 Premium Atlantic Aluminum Single Hung Window AND LOCATION: 00 1..«, 1 OF 4 14 9/16- 4 1/4- O.C. MAX. MAX. FROM THRU FRAMECORNERS 14 3/8" O.C. MAX. THRU FRAME H 1 1/2" w x-MAX. FROM _ MIDSPAN 3 o �n 4 1 /2" z .^� AX. FROM 3 MIDSPAN 7 1/4- FROM CORNERS \-IN ADDITION TO TYP. CORNER WINDOW WIDTH FASTENERS (52 1/8" MAX.) TYPICAL ELEVATION WITH FASTENER 5PACIN& MIN. DISTANCE FOR EDGE: 3/4° 3 t z 11/2° MIN. EMBEDMENT 1/4° MAX SHN SPACE oor FRAME SECTION (TYP) - VERTICAL SECTION &: St 1 i i 4.7 mm 4.7 mml I 1/4" MAX SPMM SPACE t 3 Installation Notes: 1. Seal flangelframe to substrate. 2. Use #10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations 1,, noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall ��� Q' •.•'''•• conditions. For the complete installation procedure, see the instructions % _Z4 j packaged with the window or go to o ] www.jeld-wen.com/resourcesfiinstallafon. DISCLAIMER: This drawing and its contents are confidential and are not to be i O .. P.� reproduced or copied in whole or in part or used or disclosed to others eeie p except as authorized by JELD-WEN Inc. sae lwe ._ - : oa 1 1/2" MIN. EMBEDMENT MIN.DISTANCE FOR EDGE: 3/4" THROUGH FRAME INSTALLATION 1/4" MAX SHIM SPACE JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP RATING an�.MNaR IMPACT 5z„a;,s� 52 1/8" x 75" +60/-65 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3.1mm tempered single glazed or 4.7mm - 4.7mm annealed insulating glass. 4. Use structural or composite shims where required. PROJECT ENGINEER: ee e __ DRAWN BY: j D. Vezo r CHECKED BY: 71C _ J. Kantola Q' � APPROVED BY: PART/PRO]ECr No.: awe IDENTIFIER N0. NCTL210-3715- 16/2014 pL]3rWEN 3737 Lakeport Blvd Klamath Falls, OR. 97601 NTS Phone: (800) 535-3936 Premium Atlantic Aluminum Single Hung Window 00IJ ... 20F4 14 9/16" 4 1/4" O.C. MAX. MAX. FROM THRU FRAME'CORNERS 14 3/8" D.C. MAX. THRU FRAME 1 1 /2" AAX. FROM MIDSPAN 4 1 /2" 1AX. FROM MIDSPAN 7 1/4" FROM `ORNERS 'SIN ADDITION TO TYP. CORNER WINDOW WIDTH FASTENERS (52 1 /8" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING d1 Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3/16" Tapcon or fastener of equivalent capacity through frame with sufficient length to penetrate a minimum of 1 1/4" into concrete or masonry at each location with a 21/4" min from edge distance. For concrete (min. fc = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the I t t I 1 I window to achieve the rated design pressure up to the size limitations ��>>� A, noted. It is not intended as a guide to the installation process and does — not address the sealing consideration that may arise in different wall ��� �Q' •.•''•�� •• conditions. For the complete installation procedure, see the instructions packaged with the window or go to 7 www.jeld-wen.com/resourcesfiinstallation. DISCLAIMER: •�'•. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others v�� P •'�� 39a i �a except as authorized by JELD-WEN Inc. �„n1A syg AM DISTANCE OR EDGEKSHIM 2 1/4' 11/4MIN.MBEDMENT E FRAME SECTION (TYP) VERTICAL SECTION MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT Q 3 1/4" MAX MIN. DISTANCE SHIM SPACE FOR EDGE: 2 1/4" A 2 -V� 3 • 'D ----------- 1 JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame I DP RATING IMPACT 52 1/8" x 75° 1 +60/-65 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3.1 mm tempered single glazed or 4.7mm - 4.7mm annealed insulating glass. 4. Use structural or composite shims where required. PROJECrENGINEER: DATE: 09/16/2014 3737 Lakeport Blvd ��j DRAWN BY: SCALE: j.M Klamath Falls, OR. 97601 D. Vezo NTS Phone: (800) 535-3936 CHECKED BY: TITLE: J. Kantola APPROVED BY: Premium Atlantic Aluminum Single Hung Window 00 1.— 3OF4 la H x 0 W x 3 0 0 z Q 14 9/16" 4 1/4" O.C. MAX. MAX. FROM THRU FRAME-!-----(--r CORNERS X Q iA 14 3/8" O.C. MAX. THRU FRAME 1 1/2" MAX. FROM MIDSPAN 4 1/2" AX. FROM MIDSPAN 10 1/4" FROM CORNERS if FROM CORNERS W�-IN ADDITION TO WINDOW WIDTH TYP. CORNER (52 1/8" MAX.) FASTENERS TYPICAL ELEVATION WITH FASTENER SPACING d a: W Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing use #10 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min.18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wail conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.coMresources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. embedment hree threads frame Ix iPACE Min. embedment `1 TYP of three threads TION past frame 18 gouge min . Steel Stud 10E STEEL INSTALLATION 114" MAX SHIM SPACE I JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP RATING IMPACT 52 1/8" x 75" +60/-65 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3.1mm tempered single glazed or 4.7mm - 4.7mm annealed insulating glass. 4. Use structural or composite shims where required. MVEN -�0 PROJECT ENGINEER: DATE: 3]3] Lakeport Blvd DRAWN BY: SCALE: Klamath Falls, OR. 97601 D. Veto NTS Phone: (800) 535-3936 ;�* = CHECKED BY: J. Kantola TITLE: APPROVED BY: Premium Atlantic Aluminum Single Hung Window PLJROELL$ 999 IDENTIFIER No. NtrT'L210-3715- NO.: I REV: OO I SHEET 40F4