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539 ATLANTIC BEACH CT - PRODUCT APPROVAL RES 17-0223 PRODUCT-APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Atlantic Beach Country Club Lot 4LO Permit # Z Project Address: Gt �C_ i GL G As required by Florida Statute 553.842 and Florida Administrative Cade Rule.913-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier ifyou do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use ® �� State# Local# A.EXTERIOR DOORS 1.Swinging Masonite International Fiberglass Hinged Door +-76 4334.1,4334.2, 4334.4,4334.6, 4334.7,4334.8 2.Sliding Jeld-Wen Siteline Clad Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 12313.9 Pressure:+25/-25,Other:Glazing must comply with the adopted version of ASTM E1300-04 Min 1/8" temnered monolithic and insulated. 3.Sectional N/A 4.Roll up N/A 5.Automatic N/A 6.Other Plast Pro Onelite Series Fiberglass Door Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 15215.6,15215.7, Pressure:N/A,Other:See INST 15215.6,7,&8 for Design Pressure Ratings,any additional use limitations, 15215.8 installation instructions and product particulars. B.WINDOWS 1.Single hung N/A 2.Horizontal slider N/A 3.Casement N/A 4.Double hung Jeld-Wen W-2500 +50/-50,+35/-35 16085.2,16085.3 5.Fixed Jeld-Wen Fixed wood clad W-2500 +50/-50 17498.4 6.Awning N/A 7.Pass-through N/A 8.Projected N/A 9.Mullion N/A 10.Wind breaker N/A 11.Dual action N/A 12.Garage Doors Haas Door Company 920 Approved for use IIVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design Pressure: 16660.4,16660.6 +23.9/-26.7,Other:Glazing is an available option for the 600,700,800,&900 series product only but it does not meet the impact resistant requirement for windbome debris regions C.PANEL WALL 1.Siding Nichiha Fiber Cement cladding Installed per manufacturer installation drawings.Anchor size,type and spacing are determined by the type of 12098.1,12098.3 construction per manufacturer drawing 2.Soffits N/A 3.EIFS N/A 4.Storefronts N/A 5.Curtain walls N/A 6.Wall louvers N/A 7.Glass block N/A 8.Membrane N/A 9.Greenhouse N/A 10.Synthetic stucco 3 Coat stucco system,mixed on site 11.Other N/A D.ROOFING PRODUCTS 1.Asphalt shingles Ownes Coming Laminated Shingles,Architectural This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 10674.1 HVHZ and per manufacturers installation drawings 2.Underlayments Owens Coming Waterproofing underlayment This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 9777-R1 3.Roofing fasteners N/A 4.Nonstructural metal roof GnIfT ok 26 ga.GulfLok 16"wide roof panel Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:N/A,Design 11651.16 R2 Category/Subcategory I Manufacturer I Product Description Limitation of Use State# Local# 5.Bui t- p roofing N/A 6.Modified bitumen N/A 7.Single ply roofing N/A 8.Roofing tiles N/A 9.Roofing insulation N/A 10.Waterproofing N/A 11.Wood shingles/shakes N/A 12.Roofing slate N/A 13.Liquid applied roofing N/A 14.Cement-adhesive coats N/A 15.Roof the adhesive N/A 16.Spray applied polyurethane roe N/A 17.Other N/A E.SHUTTERS 1.Accordion N/A 2.Bahama Custom made cedar 3.Storm panels N/A 4.Colonial N/A 5.Roll-up N/A 6.Equipment N/A 7.Other N/A F.STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Wood Connectors Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact resistant:N/A.Other: 4432 Connected to foundation and wall as specified in Evaluation Report.Field cutting only as specified in 2.Truss plates MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings 2197.R1, 2197R2, 3.Engineered lumber Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 1630-R3,6527-RI Parallam PSL,Timberstrand LSL,TJ- Stra i Rim Rnard TTT 4.Railing N/A 5.Coolers-freezers N/A 6.Concrete admixtures N/A 7.Material N/A 8.Insulation forms N/A 9.Plastics N/A 10.Deck-roof N/A 11.Wall Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 4478-R1 Parallam PSL,Timberstrand LSL,TJ- Strand Rim Board,TJI 12.Sheds N/A 13.Other MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings G.SKYLIGHTS 1.Skylight N/A 2.Other N/A H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 1 INIA 2, 1 INIA In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) Matthew Roberts (Signature) Company Name: Riverside Homes of North Florida Mailing Address: 12276 San Jose Blvd.,Ste.120 City: Jacksonville State: FL Zip Code: 32223 Telephone Number:(904 ) 503-7055 Fax Number:( ) Cell Phone Number:( ) E-mail Address: • s , • • © APPROVAL G61iCoz� SUPPLY & MANUFACTURING a FLORI I NIA-1 PRODUCT APPROVAL NO. 11651.16 R�2 TM Product Evaluation Report OFFICE COPY GULF COAST SUPPLY&MANUFACTURING, LLC 26 Ga. GulfLokTM 16" Wide Roof Panel over 15132" Plywood Florida Product Approval #11651.16 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. �►►� ��r�,, 14429 SW 2nd Place, Suite G30 oPN1E• • S. Newberry, FL 32669 •�.��EIV Z-*: No, 75519 '. Engineer Evaluator: Dan Kuhn, P.E. #75519 �3'- STATE OF :Q Florida Evaluation ANE ID: 10743 S�ONA•L �Ak_ 0 Validator: r VA „t, Locke Bowden, P.E. #49704 o�j3o�io�5 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION RE �DT ® r I lz� �r FLORIDA • o , APPROVAL • • . ulf G ® S SUPPLY & MANUFACTURING UL,FLOICm 6 GA. GULFLOPF16- WIDE ROOF PANEL OVER 15132- PLYWOOD FLORIDA PRODUCT APPROVAL M. 11651.16 DE TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfLokTM, 7/e" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A 1/a" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table"A" Maximum Design Pressures Roof AreasAssembly A Assembly B Assembly C Maximum Design Pressures -63.5 psf -121.75 psf -161 psf Fastener Spa51/8'O.0 51/8"O.0 51/8"O.0 Sealant No Yes No Panel Clip '' No No Yes *Design Pressure includes a Safety Factor=2.0. FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION REPO.5..MI & 11670 t r G• • °; • 14°4 �Cozk FLORIDA , Gulft SUPPLY & MANUFACTURING L . . .• s . . FLOWDA PRODUCT APPROVAL NO. 11651.16 Rr2 TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0301T-10A-C, Dated 07/26/2013 2. TAS 125 Architectural Testing, Inc. (FBC Organization #TST-1527) Report No. B9000.01-450-18, Dated 12/122012 3. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)@ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(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 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION 'R • . a r SUPPLY & MANUFACTURING G6iicoak FLORIDA PRODUCTAPPROVAL 26 GA.GIVA RG, "I WIM ROOF MNIEL MW 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.16 Rr2 TM Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATIONREP-01, . f EN,G]NEER S OAD TABLE SPEC Gull 'Coa� SUPPLY & MANUFACTURING } FLORID,°, PR®�DU� APPR®�/,4L NO. 11657.'16 R>2 TM . .. .. ENGINEER LOAD TABLE: 26 Ga. Gulf LokTM 16"Wide Roof Panel over 15/32" Plywood Buildings hauin.g a Roof_Mean Height 5'20 ORoof S ope. Z'3/1Z72 '/12" Gable or Hip Roof;1Ni"nd Speeds 12®- � ph, Ex °sure C, Rsk�Category II, Enclosed�Buliding, based onF(orida Bum,Idin�g Code 201.4. q, 120 130 140 150 160 170 180 WIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING n El (t11)#TD 12x1" CDX ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A' ASSEMBLY A PLYUVOOD =. ZONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY13 ASSEMBLY B CDX r ZONE 3 (1)#10 12x1' ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B, 1.)PANEL DESCRIPTION:GULFLOKTM, MIN.26 GA,7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT:(1)#10-12X1" PANCAKE TYPE A, I/4" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 5'/a"O.C.ASSEMBLY A,-121.75 PSF AT 51/8"O.C.WITH SEALANT ASSEMBLY B,-161 PSF AT 51/8"O.C.WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING& TESTING. 4.)PLYWOOD DECKING: MIN.15/32"THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 Note:Dimension(a)is defined as 10%of the minimum width of the building or zoNE2 HIP ROOF ZONE I' 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be Ia less than either 4%of the minimum width of the building or 3 feet. — ---------------- \ i ASSEMBLY A \\ \\ RIDGE 16"COVERAGE ZONE. \ \\\ #10-12 X 1"TYPE A PANCAKE -------- ---� SPACING:SEE UPLIFT TABLE SAVE ASSEMBLY B ZONE 2 GABLE ROOF _ 1/4'-5/16'DIAMETER BEAD OF TITEBOND SEALANT �— ---------_-' a I �\ I (1)#10-12 X 1"TYPE A PANCAKE RIDGE SPACING:SEE UPLIFTTABLE -----�-- ------------ a ASSEMBLY C W/CLIP +----------------------4- a I ZONE 1 itI II Gullok"CLIP 24 G C---- i �(1) 0YPN ------- SPACING:SEE UPLIFT TABLE ZONE3 EAVE FL#11651.16 R2•JUNE 15,2015 t' r. ` 1/4•MIN. EMBEDMENT NAIL FIN INSTALLATION OFFICE COPY t 5 2x4' or Masonry 2 MIN. DISTANCE 4 FROM EDGE 3/4- 8'O.C.MAX. 4'MAX. MIN. DISTANCE THRU FlN CCOORNERS 1/4'SHIM FROM EDGE: 1/4- SHIM B'D.C. 11 / MAX.Trp THRU FIN 2'x4' or Masonry 1 1/4" MIN. s EMBEDMENT FRAME SECTION ME) VERTICAL SECTION Noa:ea,r W.—Nmt nom.a ema aw kl � g JAMB SECTION (NP) HORIZONTAL SECTION No1E:Cove wh—Nnm FW"a weed OP.J.o- DOOR WIDTH(142 1/8 MAX.) U 6 TYPICAL ELEVATION WITH FASTENER SPACING 1/4'SHIM / MIN. DISTANCE FROM EDGE 3/4• Max Frame DP KIMFJ�ACT142 1 8" x 95 1 2" + —40 27x4' or Masonry Installed Fastener Schedule: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of 2. All doors:install corrosion resistant#8 fasteners no more than 4"from each corner and 8"o.c.through the the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida nail fins on all sides of the door. Fasteners must be long enough to penetrate at least 11/4"into framing Building Code(FBC)and the industry standard requirement for the stated conditions. members. 2. Buck,framing and masonry by others and is responsibility of architect or engineer of record. 3. Install corrosion resistant#8 x 3"screws through lock keeper into rough opening. 3. All glazing shall conform to ASTM E1300. 4. Install corrosion resistant#8 x 2"screws through panel track into rough opening. 4. At minimum,glazing shall be tempered glass. 5. Install corrosion resistant#8 x 2"screws through fixed panel bracket into rough opening. 6. Install corrosion resistant#8 X 1 1/2"pan head fasteners in the sill 4"max.from the interlocks and 4"o.c. into subfloor. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations PROJECT ENGINEER: DATE: 3737 Lakeport Blvd noted. It is not intended as a guide to the installation process and does 11/10/2015 JELBrWEN g DRAWN BY: SCALE: Klamath Falls,OR.97601 not address the sealing consideration that may arise in different wall D.Vezo NTS Phone: (800)535-3936 conditions. For the complete installation procedure,see the instructions CHECKED BY: TITLE: packaged with the door or go to www.jeld-wen.com. C. Graetsch APPROVED BY: Siteline Clad Quad Sliding Patio Door DISCLAIMER: D. Stokes This drawing and its contents are confidential and are not to be PART6PO4Cr reproduced or copied in whole or in part or used or disclosed to others except as authorized by,IELD-WEN Inc. IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: 001 SHEET 4- MIN. NAIL FIN INSTALLATION a• O.C. MAX. FROM THRU FIN CORNERS 1YIN.�6Et1DYIXr 1'x4•or Mc—ry 1/4- MAX OFFICE 0 P 1/4-MAX SHIM SPACE 14 O.C. SHIM SPACE MAX. TYP THRU FIN 2"x4" or 13, masonry WOOD FRAME SECTION (TYP) VERTICAL SECTION �r.�x+.n—. armor 1- MIN. EMBEDMENT N f` W 2 S 1 FRAME JAMB SECTION (TYP) HORIZONTAL SECTION NOM Caulk wlw"n Nampo Flmq.t Wood Cpwft. 1/4'YAx OPERATING DOUBLE HUNG WINDOW O— sxd SPACE rw or Ya.onry Max OFram-7e DP IMPACT [--M/INDOW WIDTH (33 3/8' MAX.)— 1'nN.[Yemmrt 33 3/O x /2 "I"' —50 NO TYPICAL ELEVATION WITH FASTENER SPACING ELEVATION WITH FASTENER SPACING Installed Fastener Schedule: General Notes: 1. All windows:Install corrosion resistant#8 fasteners no more than 4"from each corner,8"o.c.through the 1. The product shown herein is designed and manufactured to comply with the current edition of the nail fins on head jamb and sill,and 14"o.c.through the nail fin on the side jambs of the window. Florida building code. Fasteners must be long enough to penetrate at least 1"into framing members. 2. Buck,framing and masonry by others and is responsibility of architect or engineer of record. 3. All glazing shall conform to ASTM E1300. PROJECT ENGINEER: DATE: 11,26,12 [ELD-WENKLAMATH3737 LAKEPORT BLVD. This schedule addresses only the fasteners required to anchor the DRAWN BY: scALE: FALLS OR,97601 window to achieve the rated design pressure and impact performance D. Vezo NTS PHONE: (541)882-3451 (where applicable)up to the size limitations noted.It is not intended as CHECKED BY: TITLE: a guide to the installation process and does not address he sealing D. Stokes consideration that may aliseindifferent wall conditions.For the W-2500 Clad Double Hun Operator complete Installation procedure,see the Instructions packaged with the APPROVED BY: g p window or go to www.jeld-wen.com/resourcesAnstallagon. - Nail Fin Installation (33-3/8" X 72") DISCLAIMER: PART/PROJECT No.: This drawing and Its contents are confidential and are not to be D006722 reproduced or copied in whole or in part or used or disclosed to others IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET except as authorized byJELD-WEN Inc. S]W2O12-108 Rantoul - Illinois BldrCLDHO erinstall A 1 of 1 OFFICE COPT( plastpro A rf.- Z LL n m 5200 W. CENTURY BLVD. Z o, LOS ANGELES, CA 90045 iILS v 9 Z �Z U o Em omm ONELITE SERIES N U� J�`a 74.00"MAX.OVERALL FRAME WIDTH —{ \ m FLUSH GLAZED FIBERGLASS DOORS I v ' �Z 9 U GW � JTR INSWING/OUTSWING 'WON-IMPACT" NZ (� 0 J Z (3 O 3 h �Q oz ' 0 w w GENERAL NOTES a m a ¢r LL = = F c>> CS 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida X X S w Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone' LL a a a (HVHZ). w O �m 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to p O base material shall be beyond wall dressing or stucco. a 3. When used in areas requiring wind borne debris protection this product is required to be o o protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC, a R 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown W Ln o for 2x buck masonry construction. rr 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. o � z TABLE OF CONTEMS a SHEET# DESCRIPTION N a F 1 Typical elevation,design pressures,&general notes 2 Door panel detailsOVERALL OVERALL GLASS DESIGN PRESSURE(PSFJ'.' 0 0 w 3 Horizontal cross sections SWING FRAME DLO z a a 4 Vertical cross sections DIMENSION DIMENSION TYPE POSITIVE NEGATIVE' DarE:02/1S/12 z ..,. :.. 5 Buck and frame anchoring-2X buck masonry construction x 79.00sr.i c. N.T.S. INSWING 74.00"x 98.00" 27.00" " +47.5 -47.5 6 Frame anchoring-1X buck masonry construction G 1 DWG.sc JK m 0 7 Endura astragal details cHK.BY-. LFS 3 8 Bill of materials,glazing detail&components OUTSWING 74.00"x 96.50" 21.00"x 79.00" +50.0 -50.0 DaanHc No.: FL-15215.9 " D SHEET t OF A V R:\Clients\Plastpm,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,29 9525'MAX.DOOR PANEL HEIGHT 79.00"MAX.D,L.O.HEIGHT 4 a T0. ——————— X NN <<0O O O .A. O$ o� Ti N T V m 0 < `� co� Z n <r' O M N I ;.' n0 m O H N Rs y �T a� - 1 7? z rn F�-1.59"�{ A V a V tan O P � n S �1.75" m m mw �nn yT N N C m Im a N .o I ym O � r - O m ^t A No.43409 ' y22.r $ x PRODUCT: Doeumanta Proparod By: r i PLASTPRO INC. Lyndon F. Schmidt ��/�•••• ORSDp`:'G�� INo z 0 FIBERGLASS DOOR P.E. No. 43409 D N 1- -i to PART OR ASSEMBLY: �K�7� BUILDING CONSULTANTS, INC. Ut x In\ 7 04/22 15 UPDATE To 5TH ED. (2014) FBC UK DOOR PANEL.DETAILS el li Ul/ P•O. Box 230, VDlrico, FL 33595 Co m ry N0. DATE BY Y Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 ©2012 R.W.BUILDING CONSUL—NTG INC. 1-1 MIN. EMB. 1 2 EMB.(TYP.) 46) 21 20 C ��.�yJ o •moi n z 4'.0'y a / / m a Cq .. v a 0 x z 7 Em zm° 1 18 3 INTERIOR 4Q N a N ED o t ma 3 v mda X X 4 ; 9Z ° �w 2 3 z In 0 EXTERIOR 10 11 H z o Q p _4 HORIZONTAL CROSS SECTION a m_ v, z m3 Shown w/1X sub-buck < 3 U O O 1-1/4"MIN. 3 4 0 z EMB.(TYP.) 4 4 1-1/4"MIN. a a EMB.(TYP.) NOTE: m D C 0.15, 1.As noted in the test report astragal was attached 0.15, C D C'SINK to the inactive leaf with(11)#8 x 3"psh sms and CSINK — m L (TYP.) (6)#10 x 2-1/2"pfh sms for all 8'-0"(outswing). EYP.) L " d a Astragal was attached to the inactive leaf with e 20 21 (13)#8x3"psh sms and(6)#10x2-1/2"pfh sms 21 20 ° ° $ o for all 8'-0"(inswing). Z V ° W O i N o 65 °o N �j 740 7 0 It 40 INTERIOR 40 7 40 INTERIOR a 0 Z w Z o m m z znD DATE:02/15/12 z d K 11 11 EXTERIOR 27 M7NOTF EXTERIOR 11 11 K SCALE:9 11 13 DWG.BY: JK 'm oCHK BY: LFS 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION E DRAWING NO.: 3 Oufswing shown-inswing 3 Outswing shown-Inswing 3 Outswing shown-inswing FL-15215.9 " also approved also approved also approved N vSHEEP .3 OF__ft_ R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,4.9 1-1/4"MIN. EMB.(TYP.) sn X X � M A O la W O A .p, A O d O O T7 Om opm p 1 off^ 0 ° G tom a�� O iM2 M 14 " O Z °a N . a C'SINK J °. m (TYP.) r d,. 1-1/4"MIN. EMB.(TYP.) i 1-1/4"MIN. EMB.(TYP.) W W W A m a m •+� T DA n n °s AA X� s< ° °. yy rn - Cr _ 7.y �;Mmv 0y o n m >o —1 0 o O m o � v � � Z O .Zm1 O c .1. ° A n " m 1-1/4"MIN. EMB.(TYP.J / No.43409 PRODUCT: Dacutnenta Pnpcmd By:, r z PLASTPRO INC. Lyndon F.ISchmidt I oP.E. No. 4340909 FIBERGLASS DOOR Cn P z� m !l1111I111� o N r y [n PART OR ASSEMBLY: �h� //BUILDING CONSULTANTS, INC. I0, (n (n\ 1 047 15 UPDATE TO 57H ED. (2014) FBC JK VERTICAL CROSS SECTIONS J I•VY P.C. Box 230, Volrtco, FL 33595 to N) NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 02D12 R.W.BUILDING CON8ULTANT9 INC. a JM Z O`Vl W v SEE DETAIL N 11111'It a 0 00 0 TYP.HEAD TYP.HEAD& MASONRY - &JAMBS I N MASONRY I l e s z o z OPENING I OPENING JAMBS Nn 54tm II a maIL a� �z _ ASTRAGAL I I w ASTRAGAL r FRAME SHOWN FOR SHOWN FOR REFERENCE I I o xz 2X BUCK-,,,, REFERENCE I ONLY I �� ONLY I M�— Z w 0 2X BUCK I I F � K " o z II 0 zoSEE DETAIL I I TYP.Q SILL a n. Eoo x�0 K Q mm a a BUCK ANCHORING HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB HINGE DETAIL m i Masonry 2X buck construction a ° V y3 O CONCRETEANCHOR NOTES: 28 z 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. ❑ • • 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to ° maintain the min.edge distance to mortarjoints,additional concrete anchors 27 2 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3. Concrete anchor table: DETAIL z MiN CLEARANCE :MSN CLEARANCE o ANCHOR ANCHOR MIN 70 MASONRY 70 ADJACENT LATCH S DEADBOLT DETAIL O 3 N TYPE SIZE EMBEDMENT EDGE,;::::.': .........ANCHOR . v m ...... .. o Z ITWz TAPCONm 2" a ELCO DATE:02115112 i ® 1 4" 1-1/4" 1" 4" �a ULTRACON / scams N.T.S. 3 1. ITW ® 3/16" 1-1/4" 3" 1.1/2" $ owc.BY: JK m TAPCON N [DRAWING .EY: LFS 3 a WOOD SCREW INSTALLATION NOTES: I TAIL 1 DETAIL 1 ar 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of Inswing configuration Outswing configurationFL-15215.9wood screws to prevent the splitting of wood. ET 5 of 8 N u _- t z In 4.5' �^— 4.5' c� N�,gyV'"'�''� n �•ZZ�•-� P'.Jr�j n 'V m z° P M D I I SEE DETAIL ��,r •..*.P'`�5`. z o COo O O n z D o a N•; °j JAMBSI I a t o m o w 27 MASONRY n a y M Z 6 t D' OPENING I I \ 5 s 4 m d o V o E oz A LATCH 8 DEADBOLT DETAIL " v w J'd ASTRAGAL Y SHOWN FOR mo 9 FI FRAME II REFERENCE ONLY En 0 in Z� 11 Of 01 > 0 Z 11In U =o w "} 1,0 O Q Q 1X BUCK II a a N II Yr F �m HINGE DETAIL I I v SEE DETAIL I I TYP,@ SILL JN z W O r N CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 0 edge distance to mortar joints. HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB b 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to Masonry 1X buckconstruction o a maintain the min.edge distance to mortarjoints,additional concrete anchors a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. - 3. Concrete anchor table: A.NCHQR ANCHOR MIN MIN CLEARANCE MIN CLEARANCE w i c 70 MASONRY 70 ADJACENT G 3 0 m TYPE. ,. SIZE EMBEDMENT 3 = FEDGE::..:.,:..-::..... NCHQR..-..... -- _o wITW ? zz a TAPCONO 1/4" 1.1/4" 2" 4" DATE:02/15/12 0 SCALE: N.T.S. ITWDWG.BY: JK m' TAPCON® 3/16" 1-1/4" 3" 1-1/2" 3 CHK.BY: LFS 3 P WOOD SCREW INSTALLATION NOTES: cc N 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of DETAIL 1 DETAIL 1 DRAWING ND: DETAIL 2 Inswing configuration OutsMn configuration FL-15215.9 N - wood screws to prevent the splitting of wood. 9 9 9 - o SHEET B OF 8 N V A-A TOP w S A P � � � •o y O rm w rn m o. is mO y O D -- F--0.3T O a 0 ci 0 tV ti C = O. .pa m 3 iLl C D c �3 O c"a 9 o '-I m 0 o � o C c Sys �a � (� N H CD m O V a C' Q. a �3 oa a� 2.65"--I n WW x o M A tJ y C O m O r lnl O 9 BOTTOM A i 3 ````tttluffrryr��i �> F•SCH��. qi " No.43409 2 s f PRODUCT: Document.Pr.p—d By:� \.y PLASTPRO INC. Lyndon F. Schmidt i��' •• ROFODr �\�� ci °t P.E. No. 43409 I�S1S"�f1I •••........ Iii z ro FIBERGLASS DOOR to o fltit.. of N I— -I (n PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I� (n ji X o — 1 04 22 15 UPDATE TO 5TH ED. (2014) FEC JfC el l�Ul/ P.O. Box 230, Valrico, FL 33595 m N) NO ENDURA ASTRAGAL DETAILS DATE BY V Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 Q 201 2 R.W.BUILDING CONSULTANTS INC. BILL OF MATERIALS Nl� ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD 18 KWIKSETDEADBOLT-SIGNATURESERIES(780) STEELj%v n B 2X BUCK SG>=0.55 WOOD 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD ^V ; * rr;Q=K C 1/4"MAX.SHIM SPACE 21 POLYFIBER JAMB COMP./VINYL =N z° �+�°: 'a D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL W Gj 2 ci n 28 DEADBOLT STRIKE PLATE STEEL '� '•. ,fr�.`� 5 p w o E MASONRY-01 OR HOLLOW BLOCK ONFORMING O ASSTM000 PSI MIN.CONCRETE IC90T0 ACI CONCRETE 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL '�'�i p � z d; d i F 1/4"X 23/4"PFH ITW CONCRETE SCREW STEEL 31 OUTSWING BUMP THRESHOLD ALUM./WOOD ��I+►I I 1 $ ••z G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD N 9 9 i o z cai H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD e a. N g 9 6=ww I 114'X 2-1/4"PFH ITW CONCRETE SCREW STEEL 38 GLAZING SPACER ALUM. J 1/4"X 3-3/4"PFH RW CONCRETE SCREW STEEL 39 GLAZING BEAD PVC a '� K #9 X 2-1/2"PFH WOOD SCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - ; 0 Z L #10 X 2-1/2"PFH WOOD SCREW STEEL 41 DOOR SKIN(MIN.0.095"THICK) FIBERGLASSo E a M#9 X 2-1/4"PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC N 3116'X 3-1/2"PFH ITW CONCRETE SCREW STEEL 43 LATCH&HINGE STILE CELLULAR PVC z 0 3/16"X1-1/2"PFHTTW CONCRETE SCREW STEEL 44 LATCH&HINGE STILE SUPPORT WOOD 1 #10 X 2-1/2"PFH SMS STEEL 45 BOTTOM RAIL CELLULAR PVC o c�Z 2 #8 X 3"PSH SMS STEEL 46 POLYURETHANE FOAM POLYURETHANE z o a 3 FLUSH BOLT STRIKE PLATE STEEL 47 STILE REINFORCEMENT STEEL E2 > �o 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAM 48 REINFORCEMENT RETAINING SCREW NYLON 9 4'X 4"BUTT HINGE STEEL 49 GLAZING COMPOUND DOW 995 SILICONE g,�, N 1� 10 NOT USED - 61 43/4"LENGTH TOP BOLT RETAINER HDPE o 40 11 #9 X 3/4"PFH WOOD SCREW STEEL 62 9-3/4"LENGTH BOTTOM BOLT RETAINER ALUMINUM o -o 17 KWIKSEi KEYED ENTRY-SIGNATURE SERIES STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM0I m 67 SLIDE BOLT ROD STEEL a a >- m Fes---4.56"� � � �4.56" to, 4.68" d ci n N cn ry Z I T W O Fes—2.44"—^♦---2.13" �2.44"—^i I} to �1 OUTSW/NG BUMP THRESHOLD � 0 20 NaEAbD 11 SIDE 2 i HEAD&SIDE ' Poly fiberjamb .5"GLASS 5/8"NOM. ¢ BITE S9 GLASS THK. d z 1/8"TEMPERED W z 5.63" GLASS ° o g, 4.56"�� o z z v AIR SPACE DATE;02115112 TO 38 1/WTEMPERED SCAM N.T.S. ° GLASS DWG.BY. JK m' 49 CHK BY.. LFS 3 �1 ADJUSTABLE INSWING THRESHOLD 94 ADJUSTABLE INSWING THRESHOLD DPAWING NO- � FL-15215.9 N Gi GLAZINGDETAII a SHEET S OF $ N OFFICE COPY plastpro =U' Z7T1""�5200 W. CENTURY BLVD. am, nFo M 11 LOS ANGELES CA 90045 -'' N3 6 m U •: 68.00"MAX.OVER FRAME WIDTH tl,a v Z n z ONELITE SERIES 37.50"MAX °t a . 1525'MAX. v E0 m cw FRAME WIDTH FRAME WIDTH 9 c �:a m dad FLUSH GLAZED FIBERGLASS DOOR E 0Z w/SIDELITES 2 JTa INSWING/OUTSWING W �o "NON-IMPACT" Z Z o ' oW GENERAL NOTES = cD N wa w a m_ a ¢a 3 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida w `` "v(i Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" LL 0 X 0 0 (HVHZ). J a Qa o w O 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment top o O m base material shall be beyond wall dressing or stucco. .72 3. When used in areas requiring wind borne debris protection this product is required to be $ b E2 3 protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. c6 a P N ° Z 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown Z F for 2x buck masonry construction. U _ 2 N 5. Site conditions that deviate from the details of this drawing require further engineering o analysis by a licensed engineer or registered architect. 0 TABLE Of CONFENFS SHEET# DESCRIPTION " 1 Typical elevation,design pressures,&general notes N¢ a 2 Door panel details OVERALL°. DOOR SIDEGTE DESIGN PRESSURE(PSf) ° i 3 Sidelite panel details SW/NG FRAME L)L O DLO GLASS z v z 4 Horizontal cross sections - TYPE Z DIMENSION DIMENSION DfMENSlON. ....... .. ... POSITIVE NEGATIVE ()ATE:02115112 z a 5 Vertical cross sections - - - - w 6 Vertical cross sections INSWING 68.00"x 98.00" 21.00"x 79.00" 7.09'x 79.00" +42.0 -48.0 5Q"� N.T.S. 7 Buck and frame anchoring-2X buck masonry construction G T owc.er: JK m 0 8 Frame anchoring-1 X buck masonry conshuction OUTSWING 68.00"x 96.50" 21.00"x 79.00" 7.00"x 79.00" +42.0 -42.0 CHK.ev: LFS a 9 Bll of materials,glazing detail&components DRAMNG No.: — FL-15215.8 a 0 SHEET_L OF 9 N V R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-SO.dwg,2R 95.25'MAX.DOOR PANEL HEIGHT 79.09"MAX.D.L.O.HEIGHT- ^{ 4 o W D a p v ,�� x .� N N PsO'✓Do al n � 2 2 A m I O O t A O� �g 0 m_O N� A3A ! 0 nn nn _L. I N X a m m Ayn 0 H N p � V♦ C n Z .o SA o 7_ 2 m Fes— 1.59" I A V V � O o. LL A m D=t Lf U A O nZ O <O m m m w m Ja w N N m w m a N .o y 0 ZZ 0 N N0.43409 T s p PRODUCT: Documents Prepared By:: m m o PLASTPRO INC. Lyndon F. Schmldt �� s'' 40Mow: IN o K Z FIBERGLASS DOOR P.E. No. 43406 .Di N r -i cn PART OR ASSEMBLY: V��//BUILDING CONSULTANTS,- INC. I� Cn X in\ i 04 22 15 UPDATE TO 5TH ED. (2014) FSC JK DOOR PANEL DETAILS J I•UY P.O. Box 230, Valrico, FL 33595 N NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 Q 201 2 R.W.BUILDING CONSUL—NTS INC. R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,3.8 95.25'MAX.SIDELITE PANEL HEIGHT 79.00"M a.D.L.O.HEIGHT o w O Z � m > Z y w Cg O?< m 2 - N N N A C r - n 0 n O -i 1.13" 1.13" F- z N O n m z r_ m m 0 0 A A � O H N ti m n 0 z W lu 1.59"--►{ 1 n ti a 'D _L c m 0 � 1.76" • ;'',❑_-•'.,. A W N o m M A n - A 0 y m N W rn rn OO %�1SCPily�� No.43409 PRODUCT: Documents Prepared t3y:i aN C-7)` PLASTPRO INC. Lyndon F. Schmidt "-<.IS � N FIBERGLASS DOOR P.E. No. 43409 �i�'3/OfVAL 9 ? m !!!!!l1lill1l� -N.. -i (n PART OR ASSEMBLY: •�l��//BUILDING CONSULTANTS, INC. z N NO.040ATE75 UPDATE TO 5TH ED. (2014) Fec 6Y SIDELITE PANEL DETAILS ' li l/1/ P,o. Box 230, valrico, FL 33595 II��YY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 m 201 2 R.W.OUILDINe 0-8DLTANTS INC. 1-114-MIN. EMB.(TYP.) rl V2 1 2 A� E 5 5 6 6 .' 1-1/4"MIN. �: o':,_d M SEE D NOTE 1 4 4 EMB.(TYP.) v. 7 Z V:0SP om C SEE 'W•. q. Z omn 35 50 / 35 22 NOTE 1 �!� �� o m INTERIOR i�� i�� i�� INTERIOR 50 Q ., ......... .... •• �L\\ \ N , U N Z 1 P" o v C7 0Z4 4 6 , �v o Ern ?m m o in a: O X O 0 o= A ��a ° 6 EXTERIOR 4 0 4 EXTERIOR b II4 ( 5 0 � � O 0En Lo 0.15" CSINKJ. a En r B (TYP.) 4 D 4 C A Ln(5 W 5W N 1O �HORIZONTAL CROSS SECTION n NOTE: (�6�HORIZONTAL CROSS SECTION E N 4 Outsw ng shown-insw ng 1.Sidelite panel secured to the sidelite 3 4 3 4 o N also approved p 5 5 6 6 4 Shownw/1Xsubbuck o _ frame with(6)of item#22 located K a 5",22.05",39.10",56.15",73.2",&90.25"Di a a from top of each jamb and(2)of item Y r #22 in the head and sill 3"from each end 'm SEE 20 5 5 20 50 35 22 NOTE 1 5 5 35 22 SEE NOTE 1 3 20 6 6 z G SEE 22 7 50 NOTE 1 40 7 INTERIOR EXTERIOR 7 40 0 7 ~ a � o 6 6 50 W m N Q 20 50 22 SEE o 0 3i 12 11 INTERIOR 40 M NOTE 1 z 12 1-11 35 11 11 DATE:02/15/12 z 11 11 11 EXTERIOR 40 12 9 27 35 SCALE: N.T.S. 9 27 DWG.BY. JK m o cHw er: LFS rc 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SECTION DR AMNc NO, b 4 Outswing configuration Q Outswing configuration J Inswing configuration 4 Inswing configuration FL-15215.8 " o SHEET 4 OF 9 N V 0 R:\Olents\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,5.8 1-1/4"MIN. EMB.(TYP.) M M X fls W a O M M O to N �7 T OC p0� a �a " a 0 f7 mo a � O O p in, to r) O MA V z V Z 0 °Q v' O a. . 0.15'. ° C'SINK ° ° m (TYP.) 1.1/4"MIN. EMB.PP.) EMB.(TYP.) w w W A A ° d a - T P T M CP ° C i0 Z7 .m 0 o rte*+ O D ;cl n oa �n �� X^ po 0o cpo m m ° z° o o 70 O O .Z1 A V m ° ' CD tl}tllillfffff `�� @•SCPiIy/ ///// 1-1/44'MIN. EMB.(TYP.) ' No.43409 •: PRODUCT: 0oeumenta Prevand By: r F PLASTPRO INC. Lindon F. Schmidt �/ S O P.E. No. 43409 / S Icn I z N FIBERGLASS DOOR o N r y PART OR ASSEMBLY: �K BUILDING CONSULTANTS, INC. ILn '1 to 1 04 22 15 UPDATE TO 5TH ED. (2014) FBC JK VERTICAL CROSS SECTIONS rl l� P'O• Box 230, Valrtco, FL 33595 � 05 N NO DATE BY Phone No.: 813.859.9197 REVISIONS F'BPE C.A. No. 9813 0 201 2 R.W.BUILDING CDNSULTANTS INC. P.Olents\Plastpro,Inc PERMANENT\Florlda Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,6.8 1-I M MIN. M EMB.(TYP.) v w c C'SINK (TYP.) 0 Z e yOy O mm XM �;M 0 Fn A Cao 0 m~no icl d n �T 0 � y z ° z z z I mm wcli cn O O O ZL e O m m m n o. M Z 1-1/4"MIN. - O EMB.(TYP.) 7ki N y- N N 3 m N - N W 'So.N 0-0 00 �p 7 ❑ (p C QO'NO W❑ '"0 27 W" Q. J 3 Oiv,=O N D O o(p W Q. c 3 U2 T W a D ' m ° n N —Z-I C e ° C A aN m a p o T �n xn . . c � 0 n ° Q p' S m m ° g4 N n T m Vf N ry71 _ Z rna! -- O o Om Z Orn w n m � m z a 1-1/4,MIN. EMB.(TYP.J .a w ```��\1uulrrrr� 1-114"MIN. ��f.Schaf,, EMB.(TYP.) .A No.43409 r5 T $ x .2 g PRODUCT: ooeumente Prepared er , r'I s PLASTPRO INC. Lyndon F. Schmidt '•• I° V o 3 Z\ F113ERCIASS DOOR P.E. No. 43409 �iiiS,0 AL1 PART OR ASSEMBLY: �K / BUILDING CONSULTANTS, INC. TI X to\ 1 04 22 15 UPDATE TO 5TH EO. (2014) FBC JK VERTICAL CROSS SECTIONS J 1•CW P.O. Box 230, Valrlco, FL 33595 1`13NO. DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 e 2012 R.W.euILOINa CONSULTANT.INC. R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,7.8 W N CIO ❑.00 Dn n� E� rTY � Qp.� o.� a ZO n cn n O O !nbY`x m'm ❑ cc ❑ Q O z � 3 ® n ZE Z a 3 z 20:c n I I I pomo� o0 mar Cr(D a 0 a m pm a h o m 'O CDZ (pJOhCo ti Eii 'li is n o 0 Z Z m Z E3 me -CZ OO00 m Z o TZO > O 09 3 O a m3:n` ❑ m 1 ID k-. o C1 ;;Ern: ❑ o o 31"MAX. o ::r €iili3 3 ❑ o O.C.(TYP.) omg S 0 ?>p fl x ❑ A tt J ' o:r ::::.zrz: ❑ a � x --25.5' --25.5' --25.5' 9.67' I I Am 3 m OD N m- JC A z O D zz c K O { O m I I I •o 0 1 I 1 I I 1 = j42 T yy oa m D n n y 0 N0 14.5'MAX. 6 F O.C.(TYP.) � N 1 � I I I O.C.(TYP.) O 0C y tHt G R. N ^' na 5.S' 54.74' x o a ,ScylLf,�0 74�i P= V co No.43409 �22 * •* 5- 'r' " PRODUCT: D.--W Pra Parcd�i.�• � PLASTPRO INC. Lyndon F. Schmidt ��i S•'•�O..Oh.%•G\�� . o ` Z FIBERGLASS DOOR P.E. No. 43409 "7771,1,10 o N r— ti Ol PART OR ASSEMBLY: -/��/BUILDING CONSULTANTS, INC. I� (n in\ 1 04 22 15 UPDATE i0 5TH ED. (2014) FBC �K BUCK & FRAME ANCHORING 2X JI�LI/ P.0. Box 230, VDlrico, FL 33595 6 N N0. DATE BY BUCK MASONRY CONSTRUCTION Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 02012 R.W.BUILDING CONBCLTANTB INC. INSWING M l I l I 1 11 1 N i; z F f O,zP d m 28 a OUTSWING12 •........ U N•; INSWING M E m Z o z 0 Li _ -TYP.HEAD& - N a n g 9 a o a OUTSWING 12 D " MASONRY JAMBS a m d a E 27 OPENING E o`Zc 1 — Z c TYP. LATCH&DEADBOLT DETAIL 5 a _ - �Z N. o < C5C3 mU 12 FRAME mCi o z�n En iRz 11 m =c, wo 11 a m az ggON v' 12 j o2. Q 11 11 a a 11 1n 1 X BUCK d HINGE DETAIL U TYP.@ SILL TYP.@ SILL O - - N Z d O F N � CONCRETE ANCHOR NOTES: o 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. w a edge distance to mortarjoints. HINGEJAMB FRAME ANCHORING STRIKE JAMB a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to Masonry IX buck construction z maintain the min.edge distance to mortar joints,additional concrete anchors - o may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. w i 3. Concrete anchor table N o ANC IWMIN M!N CLEARANCE MIN CLEARANCE o z o 70 MASONRY TO ADJACENT w TYPE SIZE..;: .Eh16EDMENi EDGE. ................. DATE:02/75/12 z ITWSCALE: .S. 9 TAPCON® 1/4 1-1/4" 2" 4" MT .S. DWG.BY.. JK JK ITw ° ® 3/76" T-T/4" 3" T-1/2" DRAW aBY.. LFS TAPCON3 _ WOOD SCREW INSTALLATION NOTES: DRAWNG Ro.: zz 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of FL-t 5215.8 " 0 wood screws to prevent the splitting of wood. ISHEEr_.L or 9 V _ C BILL OF MATERIALS 4.56" Q . � 1' In ITEM DESCRIPTION MATERIAL •�e;Y �+ A 1X BUCK SG>=0.55 WOOD =V;6 v * 9,Q=�LL n B 2X BUCK SG>=0.55 WOOD =N,7 z° F'•'p�vi m C 1/4"MAX.SHIM SPACE - - ,v':• :C. cn D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �I I I �ii� ''.......... /�� E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE I 2'44 --I--2'13 ��/q//I*P�� o n`0 0 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 0 a F 114-X 2-3/4"PFH ITW CONCRETE SCREW STEEL 20 HEAD 8 SIDE ` ri e E m z CO m° I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL Jamb V j a o 9 0 `c a J 114'X 3.3/4"PFH ITW CONCRETE SCREW STEEL 4•�,' I a N a 'm a a m L #10 X 2-1/2"PFH WOOD SCREW STEEL ci `o M #9 X 2-1/4"PFH WOOD SCREW STEEL 5.63" E 0 z 5 #10 X 2"PFH SCREW STEEL 6 SEALANT SILICONE 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAM mTT z 9 4!'X 4"BUTT HINGE STEEL 10 NOT USED Z OUTSWINGBUMPTHRESHOLD z o 0 11 #9 X 3/4"PFH WOOD SCREW STEEL 31 o vi a 12 #9 X 2"PFH WOOD SCREW STEEL , AD�USTABI.E INSWING THRESHOLD v 17 KWIKSETKEYEDENTRY-SIGNATURESERIES STEELS m V) o M ¢� 18 KWIKSETDEADBOLT-SIGNATURE SERIES(780) STEEL n w NOL 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 4.56" I m a o a 22 #8 X 2"PFH WOOD SCREW STEEL 2.38"—►I �1 M o 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL a a 29 SIDELffESPACER PVC 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL 31 OUTSWING BUMP THRESHOLD ALUM./WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 ADJUSTABLE INSWING THRESHOLD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD pg SIDELliESPACER a 0 35 SHOE MOULD 518"X 3/8" WOODin 38 GLAZING SPACER ALUM. o 0 G 39 GLAZING BEAD PVC w U' Of 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - .5'GLASS 5/8"NOM. - 41 DOOR SKIN(MIN.0.095"THICK) FIBERGLASS effE 39 GLASS THK. oo 42 TOP RAIL CELLULAR PVC 1/8"TEMPERED a 43 LATCH&HINGE STILE CELLULAR PVC GLASS 44 LATCH&HINGE STILE SUPPORT WOOD 8 45 BOTTOM RAILCELLULAR PVC N F a 46 POLYURETHANE FOAM POLYURETHANE AIR SPACE a o 47 STILE REINFORCEMENT STEEL z 48 REINFORCEMENT RETAINING SCREW NYLON 38 1/8"TEMPERED Z 49 GLAZING COMPOUND DOW 995 SILICONE GLASS DATE.02115112 i 50 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 49 5caE: N.T.S. 9 51 SIDELITE STILE CELLULAR PVC DWG.BY: JK m 52 SIDELITE STILE SUPPORT WOOD CHK.BY: LFS 3 53 SIDELITE BOTTOM RAIL CELLULAR PVC Gl GLAZING DETAIL DPAWNG NO.: N FL-15215.8 o SHEEP 9 OF 9 N a' OFFICE COPY a st 4-z zz 10 dam 1%161 5200 W. CENTURY BLVD. ..... o d m z° LOS ANGELES, CA 90045 ""mz� o�m ma 37.50"MAX.OVERALL a N a o°D_ FRAME WIDTH s a m d a ONELITE SERIES 0? r^.�, A UI V FLUSH GLAZED FIBERGLASS DOOR INSWING/OUTSWING W Ln "NON—IMPACT" z Z U W Z D Q� O �0 m �� LL GENERAL NOTES w = a m aN 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida a a D- Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" (HVHZ). w O m � o O 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. ZD g m 3. When used in areas requiring vend borne debris protection this product is required to be N protected with an impact resistant covering that compries with Section 1609.1.2 of the FBC. o zz W N 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. a W 0 5. Site conditions that deviate from the details of this drawing require further engineering o analysis by a licensed engineer or registered architect. a !n m a TABLE OF CONTENTS N a F 43 SHEETf1 DESCRIPTION v _o` OVERALL OVERALL GDESIGN PRESSURE(PSF7 0 LL 1 Typical elevation,design pressures,&general notes ' LASS -0 �z 2 Door panel details .:SWING FRAME DLO z o w DIMENSION DIMENSION TYPE POSfTIVE 'NEGATNE.; DATE:02/15/12 z a 3 Horizontal cross sections - 4 Vertical cross sections INSWING 37.50"x 98.00" 21.00"x 79.00" +47.5 -47.5 SCALEN.T.S. ° 5 Buck and frame anchoring-2X buck masonry construction G I D!G,ar: JK m' 0 aT : LFS 3 7 B01 of materials,glazing detail&components OLITSWING 37.50"x 96.50" 21.00"x 79.00" +50.0 -50.0 DRAenNG NO.: FL-15215.6 N D SHEET_L OF 7 G rL R:\Clients\Pla tpro,Inc PERMANENT\Flodda Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,26 95.25"MAX.DOOR PANEL HEIGHT 79.00"MAX.D.L.O.HEIGHT 4 a o � y cwn O �. �Oy A \� xN N Po �\ X03 a X rn O O A D =x b� Q Z m rn a A M 0 A 0 N H aa m A y (D 5 fJ Z :C b v W 3 Z m F--1.59" V V tA.f O 5 �1.75" mf_f Z ® I n— A n F�Im. o mw .C. N N w ` M a N .T7 a r— o H T yT M A Z A `J fir:'�,10EN@F"•.�' �� N0.43409 Y-zz• �� T g PRODUCT: Documents Pnp—d By:, '/]��_ •'� Lyndon F. PLASTPRO INC. Schmidt ••'••••••'' 43409 No P.E. . IN N FIBERGLASS DOOR yip OAfAL �� N PART OR ASSEMBLY: BULD IING CONSULTANTS, INC. I (.nT Z \ 1 04722/15 UPDATE TO 5TH ED. (2014) FBC JK d l��P.O. Box 230, Volrico, FL 33595 v rn N N NO DATE BY DOOR PANEL DETAILS Phone No.: 813.859.9197 REVISIONS FSPE C.A. No. 9813 Q 2012 R.W.BUILDING CONSULTANTS INC. R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,3.6 A v 3 rn ? P' w v °Qx O O 14 v� O f0 N O `D 7ZCy H na o O Z rn Z W rn m ;a � O p a A W � V \� .p A o 4 ww wN m M Z M Ail 70 O O Z �x 00 70 A. 'D O N A O Z7 C n V t... r N a V O en C) cA a 0 ` ter] rrl >CD Z z «y N V .0 n ca v t'o'n v.. ` H n � v ° 3 `�� ✓,.•'VCEENBF'••A iii Z I No.43409 ,. T x PRODUCT: Document.Praparad By:�, PLASTPRO INC. Lyndon F. Schmidt •• ��' G�� ItIS FIBERGLASS DOOR P.E. No. 43409 �i�S1 ONA` z m ��r fill Cn PART OR ASSEMBLY: V/s-r��BUILDING CONSULTANTS, INC. IV Cn � U7 1 04 22/15 UPDATE 70 5TH ED. (2014) FHC 3K HORIZONTAL CROSS SECTIONS e11.-I/1/ P.O. Box 230„Valrico, FL 33595 m tV NO DATE BY 4U Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 201 2 R.W.BUILDING CONSULTANTS INC. R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,4.6 1-1/4"MIN. EMB.(TYP.) M M m 2a m m a f7 m is--I .Z7 O v � � m C aoC na �j TJ > a pc:;a v a cc) � Oma (O n a n o•G oy ' v y ti y rn 'm z (o r) z O a M A V e Z V 0 Z A na v O d. . 0.15" o ° MINK I m (TYP.) 1-1/4'MIN. ^ EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) w w W A m uv v < A N ` M J 0 om D T � aA �rn X r•� W M C O M tT 3.AQD . . A n N m rn ov y p Z o O m O N Z7 y °. . V o ^' 0 c Ll p < m n 1-1/4"MIN. EMB.(TYP.) SCH,&f�6 L No.43409 Y 2 a,-TWzi I" $ a PRODUCT: Documents Propend ey: �••' tORIOf G\\ p PLASTPRO INC. Lyndon F. Schmidt ��// S•• II N P.E. No. 43409 // t,7•••••• A FlBERGLASS DOOR /i OIVAL �� N o z /n //rllllll%j U1 22 PART OR ASSEMBLY: �K(7,//BUILDING CONSULTANTS, INC. I (n fn\ 1 04 15 UPDATE TO STH ED. (2014) FHC v JK VERTICAL CROSS SECTIONS el li Ul/ P.O. Box 230, 11 Woo, FL 33595 rn N NO DATE BY V Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 ®201 2 R.W.BUILDING CGNSULTANT9 INC. M m z TYP.HEADTYP.HEAD 8 rrrrr*1 ��Y``•` o ro m z° U N •; &JAMBS JAMBS a v a 0 Z MASONRY Et MASONRY o o OPENING OPENING d 0`a a,aam g t= E oz 2 C Ld N Z UO N FRAME v ce o� Li 0 ^O zo Zz 2X BUCK—\ D n J WU n-W N O 0.R3 ¢ ZEnEn d u Li 3 U 0 O 2X BUCK � Y U a a Mm F �m TYP.Q SILL IT IT ^a N (n U z ' W V) BUCKANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB o CONCRETE ANCHOR NOTES: Masonry 2X buck construction 1. Concrete anchor locations at the comers may be adjusted to maintain the min. k a edge distance to mortarjoints. a = a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to _ maintain the min.edge distance to mortarjoints,additional concrete anchors 9 2 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. K 28 _UJ 3. Concrete anchor table: 11 M p o MIN CLEARANCE MIN CLEARANCE z ANCHOR ANCHOR MIN TO MASONRY 70 ADJACENT _z °o ?YP .. ............. E SIZ€ 1.... TENT EDGE.:....:. ANCHOR.::i:i: o a .......... .. ..... .... .:.... ...._ K p oah:02/75/12 z ITW TAPCONO 1/4.. 1-1/4" 2" 4.. �� 11 „ M 27 SCALE: N.T.S. m' ELCO ® 1/4" 1.1/4" 1" 4" CHK.BY: LFS 3 ULTRACON WOOD SCREW INSTALLATION NOTES: Bear He No.: N 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of HINGE DETAIL LATCH&DEADBOLT DETAIL FL-15215.6 0 wood screws to prevent the splitting of wood. sHea 5 Br 7 w o 9 �•pi o �• ,^a M z 41:O`m o :yC, °NM 11 •....... _.. Jam tl �� o°M m i 11 f TYP. HEAD& U" o a d 11 H h MASONRY J JAMBS P 9 i a Z chi OPENING N S to ]m w v `r �7°' m mda� HINGE DETAIL E 0 Z C p� 0 3`d Lim �n Q U FRAME cJ Li o xc~ O z C3 11 J z G o S m oci v CL w z� m < W zo i K G 1X BUCK o � a a 27 F Co • I Q SILL LATCH 8 DEADBOLT DETAIL TYP. � a o p` a 07 O CONCRETE ANCHOR NOTES: — 1. Concrete anchor locations at the comers may be adjusted to maintain the min. HINGE JAMB FRAME ANCHORING STRIKE JAMB oedge distance to mortarjoints. Masonry IX buck construction Q 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0 a maintain the min.edge distance to mortar joints,additional concrete anchors i may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. F e 3. Concrete anchor table: N a a MIN CLEARANCE ".A.... IN CLEARANCE: o ANCHOR ANCHOR 1.4 .. MASONRY 70 ADJACENT '? 0 i 7XFF SIZE EMBEDMENT o m O 0 EDCE ANCHOR.:.: z a z ITW DATE:02 15/12 i ® 1/4" 1.1/4" 2" 4" 0 TAPCON SCALE: N.T.S. ITW 3/16" 1.1/4" 3" 1.1/2" JK 'm GwG.Br. TAPCON® CHK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: Bw,wiNG NO 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-15215.6 " wood screws to prevent the splitting of wood. n USHEEr 6 OF 7 0 .`A . I-� 4.56" ^I ern., •s -'•'��j I o �• BILL OF MATERIALS �_ m ITEM DESCRIPTION MATERIAL Z 4'0`" d A IX BUCK SG>=0.55 WOOD %� A$1 CBMAXS HIM SPACE 0.55 WOOD 2.44" 2.13" �� onmz D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL v w o MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI NERD&SIDE n o g ?m°o E CONCRETE 20 Jamb o o° 9 0`a 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �� m< m a a M F 114'X 2-3/4"PFH ITW CONCRETE SCREW STEEL G 3/16"X3-1/4'PFHITW CONCRETE SCREW STEEL 563' E o`z H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 4.56" I 114'X 2-1/4"PFH ITW CONCRETE SCREW STEEL J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL K #9 X 2-1/2"PFH WOOD SCREW STEEL L #10 X 2-1/2"PFH WOOD SCREW STEEL o �I z M#9 X 2-1/4"PFH WOOD SCREW STEEL Z o io 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAM 9 4'X 4"BUTT HINGE STEEL 33 ADJUSTABLE INSWING THRESHOLD 34 ADJUSTABLE INSWING THRESHOLD J �� w 11 #9 X 3/4"PFH WOOD SCREW STEEL w W 17 KWIKSETKEYEDENTRY-SIGNATURESERIES STEEL aM o 3 18 KWIKSETDEADBOLT-SIGNATURE SERIES(780) STEEL n 4.56"� o U O Jo 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 4.68" & < m 21 POLYFIBER JAMB COMP./VINYL 27 LATCH STRIKE PLATE STEEL cl, E�= a a 28 DEADBOLT STRIKE PLATE STEEL cli Im 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL f^—2.44'--i 31 OUTSWING BUMP THRESHOLD ALUM./WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 31 OUTSW/NG BUMP TNRESHO[D Zi HEAD 8 SIDE a 3 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD Palyfiberlamb o 38 GLAZING SPACER ALUM. z G 39 GLAZING BEAD PVC W o 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILSN .5'GLASS 5/8"NOM. 41 DOOR SKIN(MIN.0.095"THICK) FIBERGLASS BITE 39 GLASS THK. o LL 42 TOP RAIL CELLULAR PVC W 43 LATCH&HINGE STILE CELLULAR PVC 1/8"TEMPERED j z a 44 LATCH&HINGE STILE SUPPORT WOOD GLASS 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM POLYURETHANE w z a 47 STILE REINFORCEMENT STEEL -AIR SPACE o z48 REINFORCEMENT RETAINING SCREW NYLON gg 1/8"TEMPERED z a 49 GLAZING COMPOUND DOW 995 SILICONE GLA55 DAM 02/15/72 i 49 SCALE: N.T.S. M.BY.- CHK. Y:CHK.BY: LFS 3 GI GLAZING DEfA1L DRAWING ND.: � FL-15215.6 N a SHEET_7 OF 7 N ICC EVALUATION SERVICE Most eAccepted-and Trusted ICC-ES Evaluation Repor'OFFICE COPY ESR-3375 Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code CouncilP DIVISION: 07 00 00—THERMAL AND MOISTURE pcf. The insulation's liquid components are supplied in PROTECTION nominally 55-gallon drums, labeled as "A" component or Section: 07 21 00—Thermal Insulation "B" component. The insulation components have a shelf life of six months when stored in unopened containers at REPORT HOLDER: temperatures between 70°F(21°C)and 90°F(32°C). SES FOAM 3.2 Surface-burning Characteristics: 4008 LOUETTA ROAD,#538 At a maximum thickness of 4 inches (102 mm) and a SPRING,TEXAS 77388-4405 nominal density of 0.5 pcf, the insulation has a flame- (713)239-0252 spread index of 25 or less and a smoke-developed index of www.sesfoam.com 450 or less when tested in accordance with ASTM E84. Thicknesses of up to 111/2 inches (292 mm) for wall EVALUATION SUBJECT: cavities and ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when SES FOAM 0.5 lb SPRAY: SPRAY-APPLIED the insulation is covered with a minimum 1/2-inch-thick POLYURETHANE FOAM PLASTIC INSULATION (12.7 mm) gypsum board installed in accordance with the applicable code. 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean ■ 2012 and 2009 International Building Code®(IBC) temperature of 75°F(24°C)as shown in Table 1. ■ 2012 and 2009 International Residential Code(IRC) 3.4 Air Permeability: ■ 2012 and 2009 International Energy Conservation The insulation, at a minimum thickness of 3 inches Code(IECC) (76 mm), is considered air-impermeable in accordance ■ Other Codes(see Section 8.0) with IRC Section R202, based on testing in accordance with ASTM E283. Properties evaluated: 4.0 INSTALLATION ■ Surface-burning characteristics 4.1 General: ■ Physical properties SES Foam 0.5 Ib spray insulation must be installed in ■ Thermal resistance(R-values) accordance with the manufacturer's published installation ■ Attic and crawl space installation instructions and this report. A copy of the manufacturer's published installation instructions must be available at all ■ Air permeability times on the jobsite during installation. 2.0 USES 4.2 Application: SES Foam 0.5 Ib spray polyurethane foam plastic The insulation is spray-applied at the jobsite using a insulation is used as a nonstructural thermal insulating volumetric positive displacement pump as identified in the material in buildings of Type V-B (IBC)construction, and in SES Foam 0.5 Ib spray application manual. The insulation dwellings built under the IRC. The insulation is for use in components must be stored at temperatures between wall cavities and floor/ceiling assemblies, and in attics and 70°F (21°C) and 90°F (32°C) for several days before crawl spaces when installed as described in Section 4.4. application. The insulation must not be used in areas Under the IRC, the insulation may be used as air- that have maximum in-service temperatures greater than impermeable insulation when installed as described in 180°F (82°C). The insulation must not be used in Section 3.4. electrical outlet or junction boxes or in contact with water 3.0 DESCRIPTION (e.g., rain, condensation, ice, snow) or soil. The substrate 3.1 General: must be free of moisture, frost or ice, loose scales, rust, oil, grease or other surface contaminants. The insulation can SES Foam 0.5 Ib spray foam insulation is a two- be installed in one pass to the maximum thickness. The component, open cell, one-to-one-by-volume spray-applied spray-applied foam insulation must be protected from polyurethane foam system with a nominal density of 0.5 weather during and after installation. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as --milk IN to any finding or other matter in this report,at,as to any product covered by the report. ro'oe1 == Copyright©2014 Page 1 of 3 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 3 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.5 Ib spray insulation must be separated from The SES Foam 0.5 Ib spray polyurethane foam plastic the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a of 1/2-inch-thick (12.7 mm) gypsum wallboard or an suitable alternative to what is specified in, those codes equivalent 15-minute thermal barrier complying with, and listed in Section 1.0 of this report, subject to the following installed in accordance with, IBC Section 2603.4 or IRC conditions: Section R316.4, as applicable. Within an attic or crawl 5.1 The insulation must be installed in accordance with space, installation must be in accordance with Section 4.4. the manufacturer's published installation instructions, 4.4 Attics and Crawl Spaces: this evaluation report and the applicable code. If there are any conflicts between the manufacturer's 4.4.1 Application with a Prescriptive Ignition Barrier: published installation instructions and this report, this When SES Foam 0.5 Ib spray is installed within attics and report governs. crawl spaces, where entry is made only for service of 5.2 The insulation must be separated from the interior of the utilities, an ignition barrier must be installed in accordance building by an approved 15-minute thermal barrier, as with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or described in Section 4.3. Installation in an attic or R316.5.4, as applicable. The ignition barrier must be crawl space must be as described in Section 4.4. consistent with the requirements for the type of construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4. not exposed. SES Foam 0.5 Ib spray insulation at a 5.4 The insulation must be protected from exposure to the minimum thickness of 3 inches(76 mm)may be installed in weather during and after application. unvented attics in accordance with 2012 IRC Section R806.5(2009 IRC Section R806.4), as applicable. 5.5 The insulation must be applied by contractors certified 4.4.2 Application without a Prescriptive Ignition by SES Foam. Barrier: Where the spray-applied insulation is installed in 5.6 Use of the insulation in areas where the probability of accordance with this section (Section 4.4.2) or Section termite infestation is "very heavy" must be in 4.4.3,the following conditions apply: accordance with 2012 IBC Section 2603.9 (2009 IBC Section 2603.8)or IRC Section R318.4, as applicable. a) Entry to the attic or crawl space is to service utilities, 5.7 Jobsite certification and labeling of the insulation must and no storage is permitted. comply with IRC Sections N1101.4 and N1101.4.1 b) There are no interconnected attic or crawl space and IECC Sections R303.1.1 and 303.1.1.1, as areas. applicable. c) Air in the attic or crawl space is not circulated to other 5.8 SES Foam 0.5 Ib spray polyurethane foam plastic parts of the building. insulation is produced in St. Louis, Missouri, under a quality control program with inspections by ICC-ES. d) Attic ventilation is provided when required by IBC 6.0 EVIDENCE SUBMITTED Section 1203.2 or IRC Section R806, except when air-impermeable insulation is permitted in unvented 6.1 Data in accordance with the ICC-ES Acceptance attics in accordance with 2012 IRC Section R806.5 or Criteria for Spray-applied Foam Plastic Insulation 2009 IRC Section R806.4. Under-floor (crawl space) (AC377), dated June 2012, including reports of tests ventilation is provided when required by IBC Section in accordance with Appendix X of AC377. 1203.3 or IRC Section R408.1, as applicable. 6.2 Report of room corner fire testing in accordance with e) Combustion air is provided in accordance with NFPA 286. International Mechanical Code®Section 701. 6.3 Report of air permeance testing in accordance with In attics, the insulation may be spray-applied to the ASTM E283. underside of roof sheathing or roof rafters, and/or vertical 7.0 IDENTIFICATION surfaces, and in crawl spaces the insulation may be spray- applied to the underside of floors and/or vertical surfaces Components of the SES Foam 0.5 Ib spray polyurethane foam plastic insulation are identified with the as described in this section. The thickness of the foam the underside of the top of the space manufacturer's name (SES Foam) and address; the date plastic applied to must not exceed t inches underside mm). The thickness of the of manufacture or the lot number; the product trade name foam plastic applied to vertical surfaces must not exceed (SES Foam 0.5 Ib); the mixing instructions; the density;the 111/2 inches (292 mm). The foam plastic may be installed flame-spread and smoke-developed indices; and the without a covering or coating. The insulation may be evaluation report number(ESR-3375). installed in unvented attics in accordance with 2012 IRC 8.0 OTHER CODES Section R806.5 (2009 IRC Section R806.4). The ignition In addition to the codes referenced in Section 1.0, the barrier in accordance with IBC Section 2603.4.1.6 or IRC products in the report were evaluated for compliance with Section R316.5.3 may be omitted. the requirements of the following codes: 4.4.3 Use on Attic Floors: SES Foam 0.5 Ib spray ■ 2006 International Building Code®(2006 IBC) insulation may be installed exposed at a maximum 2006 International Residential Code 2006 IBC thickness of 111/2 inches (292 mm) between joists in attic ( ) floors. The ignition barrier in accordance with IBC Section ■ 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Code®(2006 IECC) insulation must be separated from the interior of the building by an approved thermal barrier. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 3 The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of described in Sections 2.0 through 7.0 of this report, with the 2006 IECC. revisions as noted below: ■ Protection against Termites: See Section 5.6, except ■ Application with a Prescriptive Thermal Barrier: See use of the insulation in areas where the probability of Section 4.3, except the approved thermal barrier must termite infestation if"very heavy" must be in accordance be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC. 2006 IRC. ■ Jobsite Certification and Labeling: See Section 5.7, ■ Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 2006 IECC. R314.5.4 of the 2006 IRC. ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES'.2) THICKNESS(inches) R-VALUE(°F•ft'.h/Btu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For SI: 1 inch=25.4 mm,1°F•ft2•h/Btu=0.176 110K•m2/W. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. ZR-values greater than 10 are rounded to the nearest whole number. ICC EVALUATION c c SERVICE Accepted and Trusted ICC-ES VAR Environmental Report VAR-1030* Reissued July 2013 This report is subject to renewal September 1, 2015. www.icc-es.org/ep 1 800-423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE high-pressure, plural component SPF application PROTECTION equipment. The bio-based content is as set forth in Table 1 Section: 07 21 00—Thermal Insulation of this report. REPORT HOLDER: 4.0 CONDITIONS 4.1 Code Compliance: SES FOAM See ICC-ES report ESR-3375 for compliance of the SES 4008 LOUETTA ROAD,#538 Foam 0.5 Ib Foam S Polyurethane Foam Plastic Insulation SPRING,TEXAS 77388-4405 with code requirements. (713)239-0252 www.sesfoam.com 4.2 Green Codes, Standards and Rating Systems Eligibility: EVALUATION SUBJECT: The information presented in Tables 2 through 5 of this report provides a matrix of areas of evaluation and SES FOAM 0.5 lb SPRAY POLYURETHANE FOAM corresponding limitations and/or additional project-specific PLASTIC INSULATION requirements, and offers benefits to individuals who are 1.0 EVALUATION SCOPE assessing eligibility for compliance. The final interpretation of the specific requirements of the Compliance with the following environmental criteria: code rests with the Authority Having Jurisdiction. ICC-ES Environmental Criteria for Determination of Compliance for items noted as "Verified Attribute" is Bio-based Material Content(EC102), dated March 1, 2012. subject to any conditions noted in the tables. Decisions on Compliance eligibility with the applicable sections of compliance for those items noted as "Eligible for Points" in the following codes and standards: Tables 2 through 5 rests with the user of this report, and those items are subject to the conditions noted.The user is ■ 2012 International Green Construction CodeT"^ (IgCC) advised of the .project-specific provisions that may be (see Table 2 for details) contingent upon meeting specific conditions, and the ■ ASHRAE Standard 189.1 – 2009 (see Table 3 for verification of those conditions is outside the scope of this details) report. ■ National Green Building Standard ([CC 700-2008) (see Due to the variability of costs and volume, the bio-based Table 4 for details) content percentage listed in this report is based upon weight (mass). The use of cost or volume as the method ■ ANSI/GBI 01-2010, Green Building Assessment for calculation is outside the scope of this report. Protocol for Commercial Buildings (see Table 5 for details) 5.0 BASIS OF EVALUATION 2.0 USES The information in this report, including the "Verified Attributes," is based upon submission of documentation SES Foam 0.5 Ib Foam S Polyurethane Foam Plastic demonstrating compliance with the requirements set forth Insulation is used as nonstructural thermal insulating in ICC-ES EC102. (Evaluation applies to IgCC Section material in wall cavities, floor/ceiling assemblies, or in 505.2.4, item 3; ASHRAE 189.1 Section 9.4.1.3; ICC 700 attics and crawl spaces. See ICC-ES report ESR-3375 for Section 606.1;ANSI/GBI-01 Section 10.1.2.2.) more information on uses and applications. 6.0 IDENTIFICATION 3.01 DESCRIPTION Containers of SES Foam 0.5 Ib Foam S Polyurethane SES Foam 0.5 Ib spray-applied polyurethane foam plastic Foam Plastic Insulation are identified by a label bearing the insulation is a two-component, open-cell, water-blown, SES Foam name and address, product name, spray-applied polyurethane foam (SPF) with a nominal manufacturing date, manufacturing location and the VAR density of 0.5 Ib/ft3. The foam is sprayed in place using Environmental Report number(VAR-1030). *Corrected May 2014 ICC-ES Verification ofAthibutes Reports are issued under the ICC-ES VAR Environmental Program.These reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC `�� Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,oras to any product covered by the report. ,m :"ritltg wxm 1 Copyright 0 2014 Page 1 of 2 VAR-1030 I Most Widely Accepted and Trusted Page 2 of 2 TABLE 1—BIO-BASED MATERIAL CONTENT SUMMARY PRODUCT NAME %MEAN BIO-BASED CONTENTF–F METHOD OF DETERMINATION SES Foam 0.5 Ib Spray Polyurethane Foam Plastic Insulation 17%(+/-3%)' ASTM D6866 Note: 'Based on precision and bias cited in ASTM D6866. TABLES 2 THROUGH 5 Section Possible Number Section Intent Points Conditions Of Use To Qualify For Points Finding TABLE 2—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE Bio-based materials shall be those materials that comply with one or more of the following: 505.2.4 Bio-based content N/A 3.The requirements of USDA 7CFR Part 2902. • Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 3—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2009 ASHRAE STANDARD 189.1 A minimum of 5%of building materials used,based on cost,shall be biobased products. Biobased products shall comply with the minimum biobased contents of the USDA's Designation of Biobased Items for Federal Procurement[7 CFR Part 29021,contain the 9.4.1.3 Biobased products N/A "USDA Certified Biobased Product"label,or be composed of solid wood,engineered • wood,bamboo,wool,cotton,cork,agricultural fibers,or other biobased materials with at least 50%biobased content. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 4—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2008 NATIONAL GREEN BUILDING STANDARD([CC 700) The following biobased products are used: (h)products with the minimum biobased contents of the USDA 7 CFR Part 2902 606.1 Biobased products 3 (i)other biobased materials with a minimum of 50 percent biobased content(by weight • 8 max or volume) Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 5—SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSI/GBI–01 (2010)STANDARD Bio-based products accounted for I%or more of the materials used in the building. Percentage=100 x A=B,where: A=Total cost or weight of bio-based products B=Total cost or weight of all building products 10.1.2.2 Materials content– 1 Cost or weight must be used consistently o Assemblies 7 max For USDA-designated products,products meeting or exceeding USDA's bio-based content,criteria or qualifying as USDA"Bio Preferred"were used. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. • =Verified attribute tICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR°Supplement Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,#538 SPRING,TEXAS 77388-4405 (713)239-0252 www.sesfoam.com EVALUATION SUBJECT: SES FOAM 0.5 Ib SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR® Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: ■,Thermal resistance ■ Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR® Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualification and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid, semi-rigid,flexible, or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured (as a gel or foamy liquid) into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocyanurate, phenolic, and cementitious insulation. 3.3 Insulation Performance Definitions: R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR®program, Imperial units will only be accepted [(h ft2•°F)/Btu]. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. n<<a aru comm— Copyright©2014 Page 1 of 6 ESR-3375 I Most 14rdelyAccepted and Trusted Page 2 of 6 Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375, based upon testing. i 3.5 Installation: 3.5.1 General: The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable) of ESR-3375.The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: "F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin:Wear gloves, coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin.When handling liquid components, gloves should be made of nitrile, neoprene, butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application,eye protection may be provided by a full-face or hood respirator. c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators (APR), powered air-purifying respirators (PAPR), or supplied- air respirators(SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.5.2 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions,which state the following: "E. RE-ENTRY SES Foam 0.5 Ib Spray reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time." 3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications: above-grade wall, below-grade wall, vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued August 2014. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 6 0°°000°00° 000 °°00° o°° o°°o°° QOQ°° o° 000000000000°00 00000°00000000°00000000000 000 0 0°o 00°0°0 000 0000000 00°o 0-n 000 00 goo°°0 Q0°0o 0000000 0000000 00 0000 oa 0000 0 0000 00 000°000 '0000000 0°°O o Interior Partition 000 0O 00000000 000°000 p0OcOOoc Interior Finished Surface 4 °o Qo 00 00 (112-inch Sheetrock) ,00 0000( O�Q0opQ0 00000000 00 00 0°00°0 SES Foam 0.5 Ib Spray 0°000p0o p0oo°o0 0000 00000°0 Exterior Sheathing 000 00400000 ° 00 Y A60VE GRADE WALL INSULATION SES 05-1 07181 SES FOAM FOAM 0.5 LB SPJ�A2 ESR-3375 I Most lffildelyAccepted and Trusted Page 4 of 6 000° Masonry Block 000 (Typical) Interior Finish Surface (1/2-inch Sheetrock) y 2"x 4"Studs ° ° SES Foam 0.5 Ib Spray o. ° ° ° '::' SES FOAM 0.5 LB SPRAY BELOW GRADE WALL INSULATION SES 05-2 071812 (Insulation on Interior Side of Wall) Baffle to provide air space between Thermal insulation and roof deck. Barrier` (as required by local code) 00°o° o°o°o°o°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0°0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000 0 0 0 0 0 0 0°0 0 0 0 0 0 °00°0000 000 0 0 0 0°0000000°0000000 00 ° a°o°o°o°o°o°o °Oo°o°0°0°0°0°0°o°0°0°0 000a°oo o°o°0o0°o0° o°o°o°o° 000gogoo SES Foam 0.5 Ib Spray o ° ° ° °o°o°°o°o° o°oo° o°o°o°o°o° o°o 0°0°°o°o°0°0° o°o°o°o° o°o°o°o° o°o°o°o0° 0 0 0 000000go o°o°o°o° 0 0 ° Vented Soffit °oog000g °° ° ° ° o°o°o°o° ° ° ° ° o°°°°°°°° 'Where attic entry is for the °o°o°o° 00000000 service of utilities only,thermal SES Foam 0.5 Ib Spray ° ° ° ° 000°000a and igniton barrier on the attic ° ° side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY VENTED ATTIC:FLOOR 1 SOFFIT SES 05-3 071812 ESR-3375 I Most Ifdely Accepted and Trusted Page 5 of 6 og8, Subfloor SES Foam 0.5 Ib Spray ogogS oosoaoo�a�a�eoo�o�o 0 Header 000eo Sill sJoist Floor Cross Section Thermal Barrier* (as required by Exterior Grade local code) 6"Min Footer--,., Vapor Barrier 'Where crawlspace entry is for the service of utilities only,thermal .-: ',•:: / // // and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:VENTED SES 05-4 071812 ..ogSubfloor Header oo°oo Sil Joist o� Thermal Barrier* (as required by Exterior Grade local code) SES Foam 0.5 Ib Spray Footer` 6"Min Vapor Berrier 'Where crawlspace entry is for the service of utilities only,thermal and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:UNVENTED SES 05-5 071812 ESR-3375 I Most Widely Accepted and Trusted Page 6 of 6 Note:In cold climates,embed metal connector plates in spray foam to prevent winter-time condensation. o 0 o°°Oo 00000 0 000000000 SES Foam 0.5 Ib Spray .000.,o0000 o 00000°O 000° °0000 ° °° Roof Sheathing ° 000 ° o° 000 o ° M. 00000 n Truss Top Cord/ °°oM Rafter o°o° 0oo000 000°° nnnnnn o nnnnnn o° n nnnnnn Thermal Barrier' (as required by local code) Note:Local building code may require the use of a vapor retarder .n cold climate zones. Ceiling/Thermal Barrier *Where attic entry is for the as required by local building code. service of utilities only,thermal and igniton barrier on the attic side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY UNVENTED ATTIC/INSULATED ROOF DECK SES 05-6 071812 0 0 000 000 SES Foam 0.5 Ib Spray O O 0 0 00 0 to specified thickness. O O O O O O 0000 O Roof Sheathing 0 O 0 O 0000000 Thermal Barrier as Rafter O 00 O O required by code. O Note:The local building code may require the installation of a vapor barrier in cold climate zones. SES FOAM 0.5 LB SPRAY CATHEDRAL CEILING SES 05-7 071912 �\�EpRoop lF�� TM --` International Fireproof Technology, Inc. OFFICE COPY Paint To Protect 17528 Von Karman Ave.Irvine,CA 92614 949-975-8588 f DC 315 applied over Spray Polyurethane Foam (SPF), If a coating has not passed a full scale test on a manufacturer's foam it ?" 4 is an Alternative Barrier System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Code! Special Approval" as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: i�l, as an Alternative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated a, manufacturer's SPF and tested to the criteria of an pgt5 from the interior of the building by a 15 minute thermal barrier, or other ICJI NFPA 286, UL 1715, UL 1040, or FM 4880 for duration Capproved covering. DC 315 passed certified NFPA 286 and UL 1715 test of 15 minutes by an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that __— Products that pass an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed 377 Appendix X are not appropriate alternative thermal barriers comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC and cannot be used. Depending on your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3`d party inspection for Properties I. value quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) Color Ice Grey The assembly must remain in place for 15 minutes during specified large- V.O.C. 7g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By Volume 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Specific Gravity 1:30+/-0.05 g/cc Application Equipment DryingTime @77°F &50% R.H.—To touch 1—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. recoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning Water Pump: (Graco)Ultra Max 695 or equivalent PSI: 3000 Shelf Life 1 year from date of manufacture in unopened containers and stored at 10°C to 27°C(50°F to GPM: 1.00 0°F) Tip: 517-521 or equivalent. 5 Gal.Container weight 58 lbs. Filter: 30 mesh, removal of filter is recommend from gun and machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump and X"x3'whip ■ DC 315 is the only 3`d party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent ■ Marked and Listed by Warnock Heresy Intertek W/N 20947 PSI: 3300 • Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 517 523 or equivalent. ■ Industry leading spread rate • Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh, removal of filter is recommend from gun and buildings,, machine • Passed strict EPA—V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump a1150 states) and X"x 3'whip • Approved for Incidental Food Contact complies with NSF/ANS1-51 Pump: (Graco)GMAX 7900 or equivalent requirements of USDA ■ Easily applied with a sprayer,roller,or brush with no complicated PSI: 3300 mixing . GPM: 2.2 ■ 1 year shelf life Tip: 517-529 or equivalent. ■ Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh, removal of filter is recommend from gun and • Compatible with any paintable construction material machine ■ Meets Life Safety Code 101 Hose: 3/8"diameter airless spray line for the first 100' 300' from ■ Meets LEED's point requirements pump and%"x 3'whip ■ No formaldehyde Pump: (Graco)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam,(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh, removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes. pump and%"x 3'whip Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data be clean,dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3-4 mils Wet Film Thickness(WFT)of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10'C(50°F)at all also recommend flash coating around all pipes and air ducts. OFFICE COeNIY Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators In order to validate warranty and confirm the installation complies with should wear protective clothes, gloves and use protective cream on face, IFTI's best practices, installer must obtain all current installation hands and other exposed areas. documents and complete a daily work record for each and every job and EYE PROTECTION: for each sequential day a project is underway. Daily work records must be sent to IFTI within 10 days of project completion. Installation Safety glasses,goggles,or a face shield are recommended. documents include Application Guide,Ventilation Guide and Daily Work SKIN PROTECTION: Report. These documents can be downloaded at Chemical resistant gloves are recommended, cover as much of the www.painttoprotect.com or by calling IFTI at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORY! DC315 must be thoroughly mixed prior to application.Failure to do so will Respiratory protective equipment,impervious foot wear and protective compromise the materials performance and may create issues with clothing are required at all times during spray application. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is INGESTION:Do not take internally. recommended. Material should be stirred from the bottom up making sure the bottom and sides are scraped with a paint stick during the mixing Consider the application and environmental concentrations in deciding if process to ensure all materials are completely mixed prior to the additional protective measures are necessary. application. Material should be mixed to a creamy consistency with no lumps. Thinning is not usually needed, but if the material has been Limited Warranty exposed to prolonged periods of high temperatures during storage, This product will perform as tested if applied and maintained according to evaporation of the water based material may have taken place.Typically our directions, instructions and techniques. If this product is found to be the liquid level should be about 3 inches from the top of the 5 gallon pail. defective upon inspection by its representative, the seller will, at its If the level of material is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the address this issue. purchase price to the original purchaser of this product. Seller will not be liable for any representations made by any retail seller or applicator of the Temperature and Humidity product. THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH may lead to blistering and/or delamination and will void warranty.Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER 16'C-32'C(62*,F to 90°F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to www.painttoprotect.com. Some states/provinces do not allow the Ventilation exclusion or limitation of incidental or consequential damages, so the When spraying in enclosed spaces,regardless of size,adequate ventilation above limitations may not apply to you.To make a warranty claim, write is required to remove excess moisture from the application area.The use to Technical Service, International Fireproof Technology, Inc., 17528 Von of fans may be required in some cases to ensure a minimum of 0.3 air Karman Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a ptp@painttoprotect.com complete current ventilation guide at www.painttoprotect.com Rev:11/16/201412:43 PM Current application documents must be on the job site at all times product is being applied.This includes application guide,ventilation guide and daily work report.Documents can be downloaded at http://www.painttoprotect.com or call IFTI at 949.975.8588