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3414 Whippoor Will Ct - BR08-002584 (WINDOWS, SLIGING GLASS DOORS) DOCUMENTSc ECE1 p CITY OF SANFORD PEK4IT APPLTI _IPON S` P 200 Q, 50 Application # : ©8 r , Submittal Date: Gib - olct - c-)0GD6 Job Address: Il_ C Will Ct • S1t>i7CCi FI. 1 1 3 Value of Work: $ 8007! Parcel ID: 01 - a()- j1 - 51 a - f.X1po- 01 -,30 Zoning: Historic District: Description of Work: G2eOlsccd au w\nda_-T, klCher, SUAI!QQ\ Square Footage: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines' Plumbing/ New Residential: # of Water Closets Plumbing Repair— Residential Commercial Occupancy Type: Residential ld Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Property Owner: (;Oh clouktk Contractor: ACJ"UCEl "\fl OW 'Napr Address: 34%lk Ct• Address: 35M AIGMa iAYe W-1-1 Sac ctd F-t 3a 3yltMec c k Ft - 3a ga Phone: 40- 1 - L6B&-10-14 E-mail: Phone: 401-tol3- W1 State License Number: RRaBa>J113'1 l Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer: Phone: Address: Fax: Plan Review Contact Person: Phone: Fax: E-mail: I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the I issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE 1 FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in t ublic records of this county, and there may be additional permits required from other govemmental entities such as w agement districts, star agen , or federal agencies. Acceptance of ermit is verification that I will notify the owner of the roperty of the quiremenfs of o ' a L' aw, FS 713. gnature of Owner/Agent Date u o Contractor/ nt ' r Date r caner/ ga22ent's Name Print Contractor/Agent's Name oa ai c Uy CUB -apt - c8 Sgaatai to of Florida Date Signature of Notary-S ate of Florida os"""Oie RANDI M611RIS RANDI MORRIS My COMMISSION # DD770840 i :' "Y COMMISSION # DD770840 o"Fn EXPIRESMarch 20, 2012` March 20 20 car; EXPIRES12407) 34)8-0'1,3 FI ridaN r Service.com (407) 39Q 9153 pl ly KnowntoMeorContractor/Agent is Personally K - -- orkJallotaryServN Produced ID Fr1. Oc %Vefs 11sC• Produced ID APPROVALS: ZONING: UTIL: FD: ENG: BLDG:__ Special Conditions: Rev 07. 07 4 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs I hereby name and appoint: Or ( \Iqai t e) an agent of tv1_ucate V`f rCldow ')GoK' Name of Company) to be my lawful attorney -in- fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The specific permit and application for work located at: 34 t Lt San -o 6 F t • 3 113 Street Address) Expiration Date for This Limited Power of Attorney: tom- a i - Quo License Holder Name: ',-5aMes NC\6V6h State License Number: Signature of License H STATE OF FLORIDA COUNTY OF g`a e The foregoing instrument was acknowledged before me this day of A-V , 200p-, , by -,y,rneS Netdysr who is erson ly known to me or ? who has produced as identification and who did (did not) take an oath. Notary Sea]) Rev. 3/27/07) Signature RAND! MORRIS Z41• A •p"_ MY COMMISSION 9 DD770840 pyDC )& MDT r1S ''`' EXPIRES March 20, 2012 Print or type name (407) 398-0153 FEoridallotaryScrvice.com Notary Public - State of F 1or 16a Commission No. p0'1-VD8gc My Commission Expires: MqfCh 2031012- I IIII II II 111 II 11111 III 11111111 oil 111111111111111111111111111 Permit No. Tax Folio No. cil -Do-31 -5%a -03a-D -Q%30 NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 07060 Pg 12491 Qpg) CLERK'S # 2.008102110 RECORDED 09/08/E008 040008 PM RECORDING FEES 10.00 RECORDED BY T Smith 1. Description of property: (legal description of the property, and street address if available) LEG t C [ l3 W h ="A l Pt3 LtC) Stt 10 arn t ie-Sl eMe- IxMeld at 3"+Lk ct- aanfVX6 , it . 3a11 2. General description of improvement: QC•oLac.e all 1A-Af)(A[-,"M 3 1OtChe n Si0trc. 41aSs da0(-Y 3. Owner information: Name: bph Gould Address: 31-tIN SQC*0(6 F1. 3KVIS b. Interest in property: 0\i ley c. Name and address of fee simple titleholder (if other than Owner): Name: Address: 4. Contractor Name: u,raiey11tc A()yy ( Phone number: 4o-1 - lr"1,3 I c. Address: ) Sm Atorna (eve w-t'1 V4 Cl\e( ?oat V Y F1 • 3 1 5. Surety Name rJERrrFfiEz3 COPY Address: MARYANN - ORSE b. Amount of bond: $ CLERK OF CIRCUIT COURT 6. Lender: Name: SEMIN UNTY, FLORIDA Address: - b. Lender' s phone number: ER, 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be servers, O Q 2006 provided bySection713.13(1)(a)7., Florida Statutes: Name: [["'' V Address: 8.. a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713. 13; FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF' COMMED EEMEN&?--% 0, f9 Signature bf Owner or Owner's Authorized Officer/Director/Partner/Manager Signatory's Title/Office 2cc i abet t -,w The f in instrument wass acknowledeed ore me this Q3^! day of (year) , by name of person) as (type of autho itvo;; P ,g. officgegtpy in fac) for (name of party on behalf of whom instrument was executed) . Q= MY COMMISSION 4 DD770840 o F- XPIZES March 20, 2012 4'`FA Txl Personally Known Type of Identification Produced F-1 • D c w z -3 I kSc-• Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that tkc-€ac ated in ' true to best of my knowledge and belief. Sign ure of Natural Person Si ing Above Rev. date 3/2008 ' h F r t b '01nt- I r,.... _._. e, rl. s SS L CGLi W -t DDR. It o C,rlcit a Ave w -1`I 1F 3^ Ft OFFICE, i R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vah-ico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report OFFICE Report No.: FL 5974.2 Date: December 22, 2005 Product Category: Windows PERMIT® ATE: Product sub -category: Single Hung Product Name: Series 2700 —Model 2710 rExtrudedVinylSingleHungMulledWindows Utilizing 2723`or2724 Mullions)' Manufacturer. Silverline Building Products Corporation, One Silverline Drive North Brunswick, N3 08902 Phone - 732.435.1000 Facsimile— 732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W Haney, P.E. (System ID # 1993) for Silverline Building Products Corporation based on Rule Chapter No. 9B-72.070, Method 1 d of the State of Florida Product, Approval, Department of Community Affairs -Florida Building Commission. R.W. Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or. distributing the product or in any other entity involved in the approval process of the named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2004 Edition) and where pressure requirements, as determined by Chapter 16 of The Florida Building Code, do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 60.0 PSF Negative 60.0 PSF See Limitations for size restrictions) See Drawing No.: FL-705 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell e FL No. 54158 December 22, 2005 FL 5974.2.doc-PF873 Sheet 1 of 3 Limitations 1. The Series 2700, Model 2710 Single Bung Extruded Vinyl Mulled Windows have been evaluated and meet the requirements for use within the State of Florida excluding the "High, Velocity Hurricane Zone". 2. When used. in areas requiring wind-borne debris protection this product is required to be protected with an impact resistant covering that complies with section 1609.1.4 of the Florida Building Code. 3. Size Limitations and Design Pressure Ratings for the various size units are as follows: Design Pressure Ratings Mulled Units (PSF) Utilizing 2723 Mullion Overall Frame Height Overall Single Frame Width 52.0" 48.0" 44.0" 40.0" 36.0" 73.0" 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 72.0" 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 68.0" 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 64.0" 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 62.0" 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 Design Pressure Ratings Mulled Units (PSF) Utilizing 2724 Mullion Overall Frame Height Overall Single Frame Width 52.0" 48.0" 44.0" 40.0" 36.0" 73.0" 53.0 -53.0 57.0 -57.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 72.0" 56.0 -56.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 68.0" 60.0 -60.0 60.0 -60.0 60.0 -60.0, 60.0 -60.0 60.0 -60.0 64.0" 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 62.0" 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 FL 5974.2.doe-PF873 Wendell W an FL No. 54158 December 22, 2005 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-705, titled Silverline Series 2700, Model 271.0 Extruded Vinyl Single Hung Mulled Windows prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Test 1. Testing per Metro -Dade County Protocol TAS 202-94 as performed by Architectural Testing, Inc. and reported in test report number 01-41081.01, dated May 22, 2002, signed and sealed by Allen N. Reeves, P.E. 2. Testing per AAMA 101/I.S.2-97 as performed by Architectural Testing, Inc. and reported in test report number 01-40430.01, dated November 29, 2001, signed by David A. Kranz, Director — Product/Physical Testing. 3. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by. Issuance of Miami -Dade Notice of Acceptance 02-0523.01, expiring August 15, 2007. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report # 01-41081.01 and 01-40430.01. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney, P.E. 3. Mullion anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney, P.E. 4. Mullion calculations following accepted engineering practice in accordance with the Florida Building Code prepared, signed and sealed by Wendell W. Haney, P.E. and substantiated by specimens tested to TAS 202-94 at Testing Evaluation Laboratories, Inc. and reported in test report #TEL05-1028-3. 5. Glass Load Resistance Report ASTM E1300-02 prepared by Wendell W. Haney, P.E. D Other Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Silverline Building Products is manufacturing products within a quality assurance program.. 4en-delll W: ey, P FL No. 54158 December 21, 2005 FL 5974.2.doc-PF873 Sheet 3 of 3 ZtMLINE BUILDING PRODUCTS CORP. 1 SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH. 732.435.10M SERIES 2700, MODEL 2710 EXTRUDED VINYL SINGLE HUNG WINDOW MULLED UNITS UTILIZING 2723 & 2724 MULLIONS) C GENERAL NOTES t. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY HURRICANE ZONE". 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. 3. WHEN USED IN AREAS REQUIRING WIND-BORNE DEBRIS PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH 1609.1.4 OF THE FLORIDA BUILDING CODE. 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 5. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING ANALYSIS. TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATION DESIGN PRESSURES & GENERAL NOTES 2 HORIZONTAL & VERTICAL CROSS SECTIONS 3 MULLION DETAILS & ANCHORING 4 BUCK& FRAME ANCHORING 5 BILL OF MATERIALS COMPONENTS & GLAZING DETAILS FLANGE TO FLANGE 54:00" MAX. OVERALL { FRAME WIDTH 2 0 0 g J 0 J IrW w Z O X f X X O a, I+ L DESIGN PRESSURE RATING MULLED UNITS (PSF) USING THE 2723 MULLION OVERALL FRAME HEIGHT OVERALL SINGLE FRAME WIDTH 52" 48" 44" 40" 36" 73" 60 -60 60 -60 60 -60 60-60 60 -60 72" 60 -60 60 -60 60 -60 50 -60 60 -60 68" 60 -60 60 -60 60 -60 60 -60 60 -60 64" 60 -60 60 -60 60 -60 1 +60 -60 60 -60 62" 1 +60 -60 60 -60 60 -60 60 -60 66 -60 DESIGN PRESSURE RATING MULLED UNITS (PSF) USING THE 2724 .MULLION OVERALL'FRAME OVERALL. HEIGHT SINGLE FRAME WIDTH _ 52" 48'" 44" 40" 36" 73" 53 -53 57 -57 60 -60 60 -60 60 -60 72" 56 -56 60 -60 60 -60 60 -60 60 -60 68" 60 -60 60 -60 60 -60 60 -60 60 -60 64" 60 -50 1 +60 -60 60 -60 60 -60 60 -60 62" 60 -60 60 -60 60 -60 60 -60 60 -60 N.T.S. BY: AEM By: WWH _ NG NO: FL-705 r 1 or 5 2" MIN. 2" MIN. FROM EDGE FROM EDGE - - TYP.) (TYP.) w C SEE NOTE 3 SHT. 2 EXTERIOR SEE NOTE 2 SHT. 2 SEE NOTE 10 1 SHT. 2 VERTICAL CROSS SECTION 2 SHOWN WITH 2X BUCK 2-1/2" MIN. 2-1/2" MIN. FROM EDGE FROM EDGE - - 1 (TYP.) (TYP.) Z a w m w INTERIOR o iEn 3 \ VERTICAL CROSS SECTION 2 SHOWN WITH I BUCK SEE NOTE 4 SHT. 2 1 /4" 'MAX. SHIM SPACE TYP.) INTERIOR EXTERIOR ( )) 15 211 HORIZONTAL CROSS SECTIONSECTION to NOTES: 1..LOCATE OPERATING SASH LOCKS 7.5" FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH 2) #8 x 3/4" SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5" FROM EACH END OF THE 'MEETING RAIL, FASTEN WITH (2) #6 x 3/4" O v - a. SCREWS. 3. THE FRAME IS CONSTRUCTED OF EXTRUDED PVC m MEMBERS WITH MITERED AND WELDED CORNERS. v THE FIXED MEETING RAIL IS CONSTRUCTED FROM AN EXTRUDED ALUMINUM MEMBER WITH A PVC CAP. THE FIXED MEETING RAIL WAS BUTTED, SEALED AND FASTENED AT EACH END WITH TWO a 10 x 3" SCREWS. THE FIXED MEETING RAIL ENDS A ryo _ UTILIZE A MOLDED PLASTIC SCREW SUPPORT. m 4. PER FBC SECTION 1714.5.4.2. FOR SUB -BUCKS LESS THAN 1-1/2" THICK, THE WINDOW SHALL m BE ANCHORED THROUGH THE MAIN FRAME DIRECTLY INTO THE MASONRY. TAPCONS ARE SUBSTITUTED FOR THE ANCHORS. 1/4" TAPCONS REQUIRE A MINIMUM 2-1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 3" CLEARANCE 1-1/4" MIN. TO ADJACENT TAPCONS. EMB. (TYP.) N.T.S. BY: AEM BY: WWH NG NO.: FL-705 r 2 or 5 4 \ HORIZONTAL CROSS SECTION 3 WITH 2724 MULLION C 4] HORIZONTAL CROSS SECTION WITH 2723 MULLION x 2-1/4 ANCHOR THROUGH 1X BUCK TAPCONS (MIN. EDGE USING 3/16" X 2-1/4" DISTANCE IS 2") TAPCONS MOUNTING BRACKET TO MULLION ASSEMBLY DETAIL (2723) WOOD SCREW ANCHORING SHOWN) 7.675" co j 2.2s Il--ii 2.25' to I-- 2.25' to O N 1 1 N N O N MULLION ANCHOR BRACKET 50-2722 MATS: 6063-T6 UNTING BRACKET TO MULLION FOR CONCRETE SCREW ANCHORING ASSEMBLY DETAIL (2724) D SCREW ANCHORING SHOWN) II 5.5" 0.376" ID 1 9"Lo 1.139' O M h 1 o o N nN N O Nr T MULLION ANCHOR BRACKET 2722 MATS: 6063-T6 FOR #10 WOOD SCREW ANCHORING I/16" X 1-3/4" ANCHOR TO MASONRY TAPCONS (MIN. EDGE USING 3/16" X 1-3/4" DISTANCE IS 2") TAPCONS 2 R N 2X MATERIAL DATE: 12119 05 SPRUCE -PINE -FIR 3G=0.42 OR BETTER SCALES N.T.S. DWG. BY; AEM c X, Br: - WWH Hrvk,nUr% lU ZA WUV UK ZA L'jVt, (6) /j10 x 1-1/2" IORAWING NO, USING #10 X 1-1/2" WOOD SCREWS FL-705 WOOD SCREWS SHEET 3 DE 5 MULLION L 29 26 TYP. 29 MASONRY TYP. SEE NOTE 1 n 29 WINDOFRAMW TYP OPENING TYP. MEE-TING RAIL SASH & FRAME - 26 CUT OUT FOR 2X BUCK TYP. SEE M CLARITY NOTE 1 2X BUCK MASON[ OPENING 6 BUCK ANCHORING FRAME ANCHORING NOTES: 1. 3/16" TAPCONS REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 2-5/16" CLEARANCE TO ADJACENT TAPCONS. 12/19/05 N.T.S. BY: AEM BY: WWH ING NO.: FL - 705 T ¢ OF 5 Item DESCRIPTION Moteriol 1 EXTRUDED PVC MAIN FRAME 2751 PVC 2 EXTRUDED PVC SILL #2753 PVC 3 EXTRUDED PVC MEETING RAIL CAP #2706 PVC 4 EXTRUDED ALUMINUM MEETING RAIL #2707 ALUM. 5 EXTRUDED PVC GLAZING BEAD . 3517 INTERLOCK PVC 6 EXTRUDED PVC GLAZING BEAD 12317 PVC 7 EXTRUDED PVC TOP RAIL 71 PVC 11 8 EXTRUDE PVC BOTTOM RAIL 2909 PVC B EXTRUD D PVC STILE 2908 PVC 10 OPERABLE SASH LOCK 11 SASH KEEPER STEEL 12 0.820 x 0.430 LOCK RAIL REINF. 0.06 GALVANIZED STL TUBE STEEL 13 WINDOW SCREEN 14 2X WOOD BUCK WOOD 15 1 4" MAX. SHIM SPACE 16 SASH CARRIER CUSTOM CRAFT PLASTIC 011 PLASTIC 17 NOT USED 18 NOT USED 3 8" PLUG CUSTOM CRAFT PLASTIC 326 PLASTIC 20 MASONRY CONCRETE 1 WEATHERSTRIP .187 x .230 ULTRAFAB #2023W 22 5/8"INSULATED GLASS 1/8" ANNEALED./ AIR / 1/8" ANNEALED GLASS_ 23 GLAZING COMPOUND (DOW 1199 SILICONE 24 IX WOOD BUCK WOOD 25 8 x 1 2 'HILLIPS PANHEAD SCREW STEEL 26 3 16 X 2-3 4" TAPCON STEEL 27. 1 4" X 2-3 4" TAPCON STEEL 28 SEALANT SILICONE 29 10 x 1-1 2 PP H SMS STEEL 30 8 X 3 4" FLAT HEAD SELF TAPPING SCREW STEEL 31 EXTRUDED ALUM. BEAM MULLION 2724 6063—T6 ALUM. .125" ALUM. 32 BEAM- MULLION MOUNTING BRACKET SILVER #2722 6063—T6 ALUM- .125" 33 EXTRUDED ALUM. BEAM MULLION #2723 6063—T6 ALUM. .125" ALUM. THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". w N 1/8" ANNEALED i r GLASS nn 1 AIR SPACE tl 23 METAL SPACER 1/8" ANNEALED 45" GLASS LGLASS BITE GLAZING DETAIL W/ 7/8" ANNEALED GLASS r— 2.650" 1 1.113" 0 n cU m \ r co N ? LLr ' m V1 LoN cD m m w a N u o - z wM 'c in o y a 00 N N.> n I o L m o u i oz om 1 EXTRUDED PVC MAIN FRAME 4 EXTRUDED ALUMINUM MEETING RAIL 070" WALL THICKNESS .075" WALL THICKNESS a o o c C E u u' 1 l 1.910" z o 0 905" , 3 0N dVl oZC c) Fx:: ap 3 in c Ai 415 r bi D N J W W EXTRUDED PVC SILL 070 WALL THICKNESS XTRUDED PVC BOTTOM RAIL 8 070'` WALL THICKNESS C) ~ a m 0.796" ----1 f - 0 o o U1z0 0 1 .348" Ln Of 820" 1 EXTRUDED PVC STILE 070" WALL THICKNESS 015" GAP MAX.~ NI LOCK RAIL REINFORCEMENT 1.159" Qp 12 . 06" GALVANIZED STEEL TUBE- I I Oz DATE: 12/19 OS SCALE: N.T.S. O owe. BY: AEM CHK. BY: WWH EXTRUDED PVC TOP RAIL DRAWING NO.: 070" WALL THICKNESS FL-705 SHEET 5 OF 5 i MULLION KIT 00-MK8-WHT-BEI) C-- 1) 2729 COVER MULLION 1) 2723 MULLION 2) 2722 MULLION ANCHOR CLIP Fle: Core.Dir,\Eatrution\2700\2723KeySheet Date: 01 /28/04 PACKAGE 2722 LLION ANCHOR P 2 ILIONANCHOR ANCHOR, FLAT HEAD i 8) # 10x 1-1 /2" PHILLIPS FLAT HEAD SHEET METAL SCREW E tt (8) #8x3/4" PHILLIPS PAN HEAD ISELFTAPPINGSCREW r— m R W, R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL 6102.1 RI Date: June 22, 2006 Product Category: Windows Product sub -category: Fixed Product Name: 2900 Series Model 2950 Extruded Vinyl Fixed Window - Fin Manufacturer: Silverline Building Products Corporation One Silverline Drive North Brunswick, NJ 08902 Phone— 732.435.1000 Facsimile — 732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993),for Silverline Building Products based on Rule Chapter No. 9B- 72.070, Method l d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2004 Edition) and where pressure requirements, as determined by Chapter 16 of The Florida Building Code, do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF See Limitations for size restrictions) See Drawing No.: FL 840 prepared by R W Building Consultants, Inc. and signed and seale by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell W H , E. FL No. 54158 June 22, 2006 FL 6102.1 RI PF 983 Sheet 1 of 3 Limitations 1. The 2900 Series Model 2950 Extruded Vinyl Fixed Window w/ Fin has been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring wind-borne debris protection this product is required to be protected with an impact resistant covering that complies with section 1609.1.4 of the Florida Building Code. l 3. Size Limitations: Configurations MAX. Width MAX. Height Single X 62.00" 87.00" See Drawing 4 FL 840 for Design Pressure ratings. Wendell W. Taney FL No. 54158 June 22, 2006 FL 6102.1 RI PF 983 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL 840 titled 2900 Series Model 2950 Extruded Vinyl Fixed Window w/ Fin prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Wendell W. Haney, P.E. B Tests Performed 1. Testing per 101/1.S. 2-97 as performed by Architectural Testing, Inc. and reported in test report number 50720.03-122-47, dated September 12, 2005, signed and sealed by Steven M. Urich, P.E. 2. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by Issuance of Miami -Dade Notice of Acceptance 03-1110.03, expiring August 15, 2007 C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report number ATI 50720.03-122-47 Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass Load Resistance Report ASTM E1300-02 prepared by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Silverline Building Products Corporation is manufacturing products within a quality assurance program. Wendell Wrlianey, FL No. 54158 June 22, 2006 FL 6102.1 R1 PF 983 Sheet 3 of 3 LINE BUILDING PRODUCTS CORP. 1 SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH. 732.435, 1000 2900 SERIES, MODEL 2950 EXTRUDED VINYL FIXED WINDOW WITH NAILING FIN GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY HURRICANE ZONE". 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. 3. WHEN USED IN AREAS REQUIRING WIND-BORNE DEBRIS PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE. 4. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING ANALYSIS. TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATION DESIGN PRESSURES & GENERAL NOTES 2 HORIZONTAL & VERTICAL CROSS SECTIONS MASONRY CONSTRUCTION 3 HORIZONTAL & VERTICAL CROSS SECTIONS WOOD CONSTRUCTION 47 BUCK & FRAME ANCHORING 5 BILL OF MATERIALS COMPONENTS & GLAZING DETAILS 65.50" MAX. WIDTH FIN TO FIN F62. 00" MAX. FRAME WIDTH I W LLJ O W Z JJ L1' Q w X j 0 o r jm^ OVERALL FIN OVERALL OVERALL GLASS DESIGN PRESSURE (PSF) FRAME DAY LIGHT TYPE POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION 65.50" X 90.50" 62.00" X 87.00" 57.00" X 82.00" 5/32" ANNEALED 40.0 PSF 40.0 PSF 63.50" X 77.50" 60.00" X 74.00" 55.00" X 69.00" AIR - 46.7 PSF 46.7 PSF 5/32" ANNEALED 60.50" X 75.50" 57.00" X 72.00" 52.00" X 67.00" 50.0 50.0 SCALE: N.T.S. DWG. BY: EW cHK. eY: WWH DRAWING NO.: FL-840 SHEET 1 OF 5. EX-T 2" MIN. 2" MIN. FROM EDGE FROM EDGE TYP.) (TYP.) I2 1 VERTICAL CROSS SECTION 2J INSTALLATION MASONRY APPLICATION 1-1/4" MIN. EMB. (TYF w zw w wU wa W I 2 HORIZONTAL CROSS SECTION 2 INSTALLATION MASONRY APPLICATION m SCALE: N.T.S. owG.0r EW OHK. BY.. WWH DRAWING NO.: FL-840 SHEEP _ 2 OF 5 61 XF I d 9 8 2 5 VERTICAL CROSS SECTION 3 INSTALLATION WOOD CONST. APPLICATION 11 2 3 0 1 /4" MAX. SHIU SPARE L2 1 HORIZONTAL CROSS SECTION 3 INSTALLATION WOOD CONST. APPLICATION DATE: 217/06 SCALE: N. T. S. DWG. BY. EW CHK. BY: WWH DRAWING NO.: FL-840 SHEET 3 OF 5 M 19.17" MAX. 4" ON CENTER TYP. r MASONRY Typ MASONRY OPENING SEE NOTE 1 OPENING x uiQH z 2X BUGw r U o WINDOW 2X BUCK. I FRAME o " =nu CANT 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT z ro .E m 'a OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. jR um m 2" FROM 'zzomENDOFFIN moZ8.00" MMAX. ENTER ON CENTERE 3 c 7 V v, Q Q O Z ZwZw _Z o z V- O w c XX o w o 3 Li- u- o Lj 5 4 a4 zNTYP. N "2Z Q m Q3 uwi ccz U p 2 O x 8 rn w w 3 ~ U uj UO W OZ m O Zcop BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING w 2X BUCK MASONRY WALL CONSTRUCTION STUD WALL CONSTRUCTION o 0 NOTES a o0 O DAM 217106 SCALE: N.T.S. Q1. 3/16" TAPCONS REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A DWG. BY: EW MINIMUM 2-114" CLEARANCE TO ADJACENT TAPCONS. APPLY A GENEROUS BEAD OF COMMERCIAL auc BY WWH GRADE CONSTRUCTION ADHESIVE TO BACK DRAWNG No.: OF FIN AROUND FULL PERIMETER AS SHOWN. FL-840 SHEEP ¢ OF S g s x z R__-- ______.__.—__. _._____.._____ .. ___,. Report No.: Date: Product Category: Product sub -category: Product Name: R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report FL 4065.1 R2 June 6, 2006 Windows Single Hung 2900 Series — Model 2900 Extruded Vinyl Single Hung Window Manufacturer: Silverline Building Products Corporation One Silverline Drive North Brunswick, NJ 08902 Phone— 732.435.1000 Facsimile— 732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Silverline Building Products based on Rule Chapter No. 9B- 72.070, Method ld of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2004 Edition) and where pressure requirements, as determined by Chapter 16 of The Florida Building Code, do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF See Limitations for size restrictions) See Drawing No.: FL 412 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell W. y, FL No. 541 June 6, 2006 4065.1 R2 Eval PF 980 Sheet 1 of 3 Limitations, , ' 1. The Series 2900 — Model 2900 Extruded Vinyl Single Hung Window has been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring wind-borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. 3. Size Limitations: Configurations MAX. Width MAX. Height Single X 49.0" 85.0" 4. See Drawing # FL-412 for Design Pressure Ratings. o Wendell W. ane FL No. 54158 June 6, 2006 4065.1 R2 Eval PF 980 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL 412 titled Series 2900 — Model 2900 Extruded Vinyl Single Hung Window prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Wendell W. Haney, P.E. B Tests Performed 1. Testing per ANSUAAMA/NWWDA 101 I.S.2 — 97 as performed by Architectural Testing Inc. and reported in test report number 01-36126.01, dated November 23, 1999, signed by Benjamin E. Myers. 2. Testing per ANSU A 101 I.S.2 — 97 as performed by Architectural Testing Inc. and reported in test report number 01-34805.01, dated March 8, 1999, signed by Bruce W. Croak- 3. Testing per ANSI/AAMA/NWWDA 101 I.S.2 — 97 as performed by Architectural Testing Inc. and reported in test report number 01-43155.01, dated January 6, 2003, signed by Joseph A. Reed, P.E. 4. Plastics testing (Extrusion) in accordance with the "High Velocity Hurricane Zone" substantiated by Issuance of Miami -Dade Notice of Acceptance 03-1110.03, expiring August 15, 2007. C Calculations 1. Product anchor analysis for loading conditions, prepared, signed, and sealed by Wendell W. Haney, P.E. and reported in test report numbers ATI 001-36126.01, ATI 01-34805.01 and ATI 01-43155.01. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney, P.E. D Other Glass Load Resistance Report ASTM E1300-02 prepared by Wendell W. Haney, P.E. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Silverline Building Products Corporation is manufacturing products within a quality assurance program. WendellW. ane E. FL No. 54158 June 6, 2006 4065. 1 R2 Eval PF 980 Sheet 3 of 3 rl LINE 45BUILDING PRODUCTS CORP. 1 SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH. 732.435.1000 2900 SERIES, MODEL 2900 z W EXTRUDED VINYL SINGLE HUNG WINDOW Li Z QJ V' S W O O XWQ I M GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE EXCLUDING THE HIGH VELOCITY HURRICANE ZONE". 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. 3. WHEN USED IN AREAS REQUIRING WIND-BORNE DEBRIS PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPUES WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE. 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 5. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING ANALYSIS. TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES 2 VERTICAL & HORIZONTAL CROSS SECTIONS 2X BUCK 3 VERTICAL & HORIZONTAL CROSS SECTIONS IX BUCK 4 BUCK & WINDOW ANCHORING 5 BILL OF MATERIALS, GLAZING _DETAIL & COMPONENTS 49" WIDTH 49" WIDTH FLANGE TO FLANGE FLANGE TO FLANGE 48" MAX. OVERALL 48" MAX. OVERALL NFRAMEWIDTHFRAMEWIDTHZPW 42.875" MAX. FIXED D.L.O. 42.875" MAX. FIXED D.L.O. 0 ° z m o c ZRm Oz p n ao `?p\ y11= i 9HXO A_. O/ w 0606 X C E c o M W W 0 Z Qti } W 1 1x O rn3 OyZW O KN Z 2 ¢ zaZO O LoQ7 * mW2 W WW NZ o WtA oc 1LL w m "' 0O JN N o vNi F o ORIEL STANDARD a OVERALL OVERALL OVERALL GLASS DESIGN PRESSURE FLANGE FRAME DAY LIGHT TYPEDIMENSIONDIMENSIONDIMENSION POS. NEG. 0) 42.875" x 45.00" 49.0" 48,0" X) 42.875" x 33.00" 1/8" ANNEALED ORIEL) AIR 30.0 30.0 0) 42.875" x 39.0085.0" 84.0" 1/8" ANNEALED X) 42.875" x 39.00" STANDARD) 45.0" 44.0' 0) 38.875" x 28.00" 1/8" ANNEALED x x AIR 45.0 45.0 63.0" 62.0" X) 38.875" x 28.00" 1/8- ANNEALED 37.0" 36.0" 0) 30.875" x 34.00" 1/8" ANNEALED x x AIR 50.0 50.0 75.0" 74.0" X) 30.875 x 34.00" 1/8" ANNEALED 39.0" 38.0" 0) 32.875" x27.00" 1/ 8" ANNEALED x x AIR 50.0 50.0 61. 0" 60.0" X) 32.875" x 27.00" 1/ 8". ANNEALED 12/ 27/04 N. T.S. BY, EW BY, WWH NG NO.: FL- 412 r 1 OF 5 n 2" MIN. 2" MIN. 4 FROM EDGE FROM EDGE m C m TYP.) (TYP-) n c m A 'amm W L O O =O ZO 25 U a C CJCmO j 60O fz u 17 28 g ` a0 9m d 2 W o o Y 1 E X 14 a° 5 uj C z EXTERIOR INTERIOR 13Ni- orn3 ¢ 1-1 N 2 H RW2 N\ 03 K3 w 21 19 41 = m yi0112Zw16mW? 2 4 4 12 t Lu— f- w 14I_, Z y 1-1/4" MIN. 7 0 oofo EMB. (TYP-) _ 11 O a (o a 48" MAX. OVERALL FRAME WIDTH O y 25" MAX. 4 W 24 SHIM THK. I 25 26 0 109 o 20 8 0 6 20 13 9 15 m m cnz 18 O 15 4 g I ~ p Na a' o INTERIOR o P° 22 2 w x p 24 - W W N 25 23 w 17 ONQ r EXTERIOR e o 26 c, ^ z 14 5 3 17 ': a wre 12127104 a scram: N.T.S. 49" MAX. OVERALL WIDTH FLANGE TO FLANGE 23 O DWG. BY: EW 2 HORIZONTAL CROSS SECTION %l VERTICAL CROSS SECTION cM WWH oa wwc ra.: 2 2 FL-412 sr r 2 ov 5 5 48" MAX. OVERALL FRAME WIDTH INTERIOR EXTERIO 74 e 49" MAX. OVERALL WIDTH FLANGE TO FLANGE 2 VERTICAL CROSS SECTION 3 SHOWN W1X SUB -BUCK SUBSTITUTING CONCRETESCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. 1-1/4" MIN. EMB. (TYP.) 25" MAX. SHIM THK, 2-1/2" MIN. 2-112" MIN. FROM EDGE . FROM EDGE 1i I EXTERIOR zZ cu O W X O W 16 14 x w 17 J 0J y 4 t 9 Q 20 00 I 1 1 VERTICAL CROSS SECTION 3 SHOWN W1X SUB -BUCK SUBSTITUTING CONCRETESCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. 12127104 N.T.S. BY: EW BY.. WWH NG NO.: FL-412 3 ov 5 Im, i i BU WIN FF 2X BUCK TO MASONRY ANCHORING W/2X BUCK 17 INSTALLATION W/1X BUCK 27 INSTALLATION SEE NOTE 2 CK TYP. HEAD, JAMBS AND AT SILL CORNERS. OW AM SASH SHOWN FOR REFERENCE 6" I s WINDOW FRAME TO BUCK ANCHORING NOTE 1. 3/16" TAPCONS REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 2-1/4" CLEARANCE TO ADJACENT TAPCONS. 2. 7/4" TAPCONS REQUIRE A MINIMUM 2-1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 3" CLEARANCE TO ADJACENT TAPCONS. 3. FOR THE MASONRY SILLS SHOWN IN SECTIONS@ AND e , THE 1/4" TAPCON ANCHORING CAPACITY HAS BEEN DE -RATED FOR A 1-1/4" EDGE DISTANCE.. 1 e 1-1 4" MIN. FROM EDGE FROM EDGE SEE NOTE 3 SEE NOTE 3 1 SECTION ® OPTIONAL 4 MASONRY SILL 1-1/4- MIN. 1-1 4" MIN. FROM EDGE FROM EDGE SEE NOTE 3 SEE NOTE 3 2 SECTION ® OPTIONAL 4 MASONRY SILL t APPLY A GENEROUS BEAD OF COMMERCIAL GRADE CONSTRUCTION ADHESIVE TO THE BACK OF THE FLANGE AROUND THE FULL PERIMETER AS SHOWN. N.T.S. BY: EW BY: WWH NO NO.: FL-412 r 4 Or 5 TEM DESCRIPTION MATERIAL 1 EXTRUDED VINYL PVC WINDOW HEADER #2902 * VINYL 2 EXTRUDED VINYL PVC SILL #2903 * VINYL 3 EXTRUDED VINYL PVC JAMB #2901 " VINYL 4 EXTRUDED VINYL PVC WINDOW MEETING RAIL #2907 • VINYL 5 EXTRUDED VINYL PVC WINDOW FRAME GLAZING BEAD #2317 • VINYL 6 EXTRUDED VINYL PVC SASH STILES 12905 * VINYL 7 EXTRUDED VINYL PVC SASH TOP RAIL LOCK 2908 * VINYL 8 JEXTRUDED VINYL PVC SASH LIFT RAIL BOTTOM 2909 * VINYL 9 1EXTRUDED VINYL PVC SASH GLAZING BEAD #2217 * VINYL 10 1EXTRUDED VINYL PVC SASH INTERLOCK GLAZING BEAD #3557 ' VINYL 11 ROLL FORMED STEEL MEETING RAIL REINFORCEMENT #2919 STEEL 12 ROLL FORMED STEEL TOP RAIL REINFORCEMENT 12821 STEEL 13 5/8" INSULATED ANNEALED GLASS 1/8" ANNEALED - AIR - 1/8" ANNEALED GLASS 14 GLAZING COMPOUND DOW #1199 SILICONE SILICONE 15 WEATHERSTRIP .240" x .187' BACK PILE W CENTER FIN PILE 16 KEEPER BY SILVERLINE #2240 VINYL 17 1#10 x 1-3/4" PPH SHEET METAL SCREW STEEL 18 IGLASS SETTING BLOCK VINYL 19 SASH LOCK BY SILVERUNE 2241 STEEL 20 METAL GLAZING SPACER STEEL 21 KEEPER ATTACHMENT SCREW #6 x 3/4" PFH TYPE "A" ZINC PLATED STEEL 22 WINDOW SCREEN 23 2X BUCK WOOD 24 1 4 SHIM WOOD 25 3 16 x 2-3 4 TAPCON STEEL 26 MASONRY CONCRETE 27 1 4 x 2-3 4 TAPCON STEEL 28 1X BUCK WOOD THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". r-.-\PVC HEADER ro 1.159" O PVC TOP RAJ 5/8" OVERALL GLASS THK. 1/8" ANNEALED GLASS AIR SPACE ANNEALED GLASS J__ _ - I/8" ANNEALED GLASS AIR SPACE 1/8" ANNEALED GLASS 5/8- OVERALL GLASS THK. 2.508" 1.355" 1.187" 2.93" - ni o ro O N .791 " co t' I v N N Of IL I N 2 PVC SILL P 4 V N 5 9 PVC GLAZING BEAD 6 C STILEo W Ana m a 1.159" c^ 815" v ro z 0 a o re:12/27/04 ro 794" SME: N.T.S. owG. er. EW 792" CXK. er: WWFI DRAWING NO.: PVC BOTTOM LIFE RAILBOTTOMLIFERAIL10PVCGLAZINGBEAD11METINGRAILREINF. LOCK RAIL REINF. 16 PVC GLAZING BEAD FI -412OGALVANIZEDSTEELO (KEEPER) SHEU 5 OF 5 R W R W Building, Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Deport Report No.: FL-6136.2 Date: August 1, 2007 Product Category: Window Product sub -category: Horizontal Slider Product Name: Series 2800 Model 2802 Horizontal Slider Window Extruded Vinyl Non -Impact" Manufacturer: Silverline Building Products Corporation One Silverline Drive North Brunswick, NJ 08902 Phone 732.435.1000 Facsimile 732.247.6820 Scope: . This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Silverline Building Products Corporation based on Rule Chapter No. 9B-72.070, Method. Id of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. RW Building Consultants and We W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code 2004Edition) See Drawing No. FL-3747 prepared by R W Building Consultants, Inca and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell W ey, P.E. FL No. 5 15 August 1, 2007 PF1255 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2004 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 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. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as .that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of drawing FL-3747 require further engineering analysis by a licensed engineer or registered architect. 6. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. 7. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 8. Site conditions that deviate from the details of drawing FL-3747 require further engineering analysis by a licensed engineer or registered architect. 9. See drawing FL-3747 for size and design pressure limitations. Wendell W. , FL No. 5 8 August 1, 2007 PFl 255 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-3747 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Testing per ANSI/AAMA/NWWDA IOl/I.S.2/A440-05 as performed by Architectural Testing, Inc. and reported in test report 73812.01-109-47, dated July 3, 2007, signed by Michael D. Stremmel, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated .by tested specimens reported in test report 73 812.01- 109-47. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Silverline Building Products Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell W. FL No. 54 58 August 1, 2007 PF1255 Sheet 3 of 3 SEE DETAIL fa SEE DE C" SH1 F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS r DEV SHT. 3" BEING CONSIDERED FOR USE. JAMB, HEAD, AND , THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50" j SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MI" 10ML5" LOCATION. SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4 TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4-9/16" MIN JAMB 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARDWARE SCHEDULE 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. la. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 SURFACE BOLTS ONLATCHCTIVE DOORPANEL NCH SIDEOFATTOPAND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES. Mbdintww C5*25mli N- T ( 3m qn D N.T.S. BY., SWS er. NG NO.+ MA- FLO163 3 OF 3 6" SEE DETAIL 6" 1 . ' E" I t3" f "I 3" 3 3" --I iF--I Y-- 3" 3" I 1 31 EE DE t t I i 6- 6" 6^ 6. 3' t0 La cp 0w wK0 B IL A A B B IIIr8" 6_ 8" 3- f' Y 1-- 3' Y 3- 'I I` a e 3" 6" SEE DETAIL F' 10x2" 8 x 2-1/2" # 10 x 5/8" 8 x 2-1/2" #10 x 2" # 10 x 1-3/4 10 x 3/4" 10 x 5/8' DETAIL "C" DETAIL "D" AddaMm bFl 1 0.962"1 mcurcdmNTOQ(o9-0 _ 1. 375- DO a T T 67:: INSWING THRESHOLD OUTSWING THRESHOLD x I - 3" 1 0. 124" ANNEALED 0. 090' SAf'E7fIII: 0, 124' ANNEALED w a w w 2 l" l T— io n SEE DETA D' SEE DETAIL c. 8 x 2-1/2" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH DETAIL " E" ASTRAGAL THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW STRIKE PLATE TO FRAME DETAIL " F" ASTRAGAL ASSHOWN. . DECORATIVE INSERT OPTIONAL) DOW 832 L0124' TEMP. \_. — #6 X 1-1/2- PHS DOW 832-"— V DOW 832 OR EQUAL - "' OR EQUAL EXTERIOR INTERIOR TYPICAL GLAZING DETAIL IMPACT RATED GLASS DOW 832 EQUALHalos TYPICAL GLAZING DETAIL NON — IMPACT GLASS 0- ( o O N z 00 Ocn z z I— Of LL.i Zzoo O g U N. T.S. BfY: Sws BY: NO NO.: MA- vtoi83 2 aE 3 co I • O SIDE -HINGED FIBERGLASS DOOR UNIT v o 64 N 8' 0" GLAZED DOUBLE_ DOOR WITH/ WITHOUT SIDELITES O W GENERAL NOTES z 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE Z [ W REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, W O O DOES NOT EXCEED THE DESIGN PRESSURES LISTED, ~ O Z 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHT), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. w Q 3- WHEN INSTALLED IN THE WINO -BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), C..) HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WTIH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 c L POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 ' pp AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING-. LLB; TEST DESCRIPTION DESIGNATION RESULT w v 0 6, PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT Y DOUBLE DOOR UNIT W/SIDELITES AddRI 111bN U0 m It206ce9oo COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 VIZO 0 Q O IL 11 Li L_j I Li Li [u Li Li Li Li L-i L-i L-i Li SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE ODOR UNl7 SINGLE DOOR UN? W/SIDELITES DOUBLE DOOR - UNIT WISIDELIiES WITH SIDELRE WITH SlDELITE ZIljl - WE-- 115107 N.T.S. OWQ B': SWS CHK. -BY: DRAWING NO.- DWG-MA-FL0163-07 SHEET T OF SELF IGNITION TEMP ASTM D7929 803 'F > 650 'F RATE OF BURNING AS1M D835 0.79 IN MIN SMOKE DENSITY ASTM D2843 48:9.9C TENSLLE STRENGTH• ASTM, D638 3% DI(FF SELF IGNITION TEMP ASTM Di929 680 'F > 650 'F RATE OF BURNING ASTM 0635 7.10 IN MIN SMOKE DENSITY ASTM D2843 69.6% TENSYLE STRENGTH* ASTM D638 7.48% DIFF - TABLE OF CONTENTS SHEET j DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS &DETAILS T49 A4LY OVERALL FRAME 111DTH 2f • MAX 36.375" MAX. D.L 0. PANEL WIDTH 37.5' MAX. W/ASTRAGAL FRAME WIDTH n X Q rn DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5 0 -45.0 43.0 -47.0 19.0 -19.0 40.0 -4 .0 XX 74 40.0 -45.0 43.0 -4 . 19..0 -i9.0 40.0 -40.0 OX or XO 7 40.0 =45.0 43.0 -47.0 19.0 -19.0 0.0 -40.0 OXO 112. 40.0 -45.0 0 -47.0 19.0 -19.0 40.0 -40.0 XXO 149 40.0 -45.0 43.0 -47.0 19.0 -19.0 40.0 -40.0 r'1 SdvmLINEBUILDINGPRODUCTSCORP. 1 SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH. 732.435.1000 SERIES 2800 MODEL 2802 HORIZONTAL SLIDER WINDOW EXTRUDED VINYL NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2004 Florida Building Code structural requirements excluding the High Velocity Hurricane Zone". 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. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATION DESIGN PRESSURES & GENERAL NOTES 2 CROSS SECTIONS & GLAZING DETAILS 3 BUCK & FRAME ANCHORING 4 BILL OF MATERIALS & COMPONENTS V FLANGE WIDTH 79.87' MAX. OVERALL FRAME WIDTH 00 o N Ni X N 1 S OVERALL OVERALL OVERALL GLASS DESIGN PRESSURE (PSF) FLANGE FRAME DAY LIGHT TYPE POSITIVE NEGATIVE DIMENSION DIMENSION DIMENSION 3/32" ANNEALED 80.86" X 61.23' 79.87" X 60.25" 36.75' X 54.75' AIR — 20.06 PSF 20.06 PSF 3/32" ANNEALED 3/32" ANNEALED 72.98" X 50.98" 72.12" X 50.25" 32.88" X 43.75" AIR — 40.13 PSF 40.13 PSF 3/32" ANNEALED 3/32" ANNEALED 50.98". X 60.98" 50.12" X 59.87" 21.88" X 55.00' AIR — 40.13 PSF 40.13 PSF 3/32' ANNEALED 3/32" ANNEALED 48.98" X 48.98" 48.25" X 47.50" 20.75" X 41.75" AIR — 50.16 PSF 55.17 PSF 3/32" ANNEALED 7 owc• sr: AP crrx. er: WWH OF 22 17 21 9116GLASS 72 THK. 25 3132- ANNEALED 0 xz AIR SPACE E2229_ 1! 6 29 ¢ 3132- ANNEALED 2 7116- GLASS 4 BITE GLAZING DETAIL WITH 9116- ANNEALED INSULATED GLASS rt 20 8 V) INTER10EXTERIO 0 0 IL 22 1/4* MAX. 21 5 25 I SHIM SPACE 25 31 6 JINTERIO 23 0z 29 190 6MMM20 34 10)423 21 21 34 7 30 132099 25 21 DATE 7131107 N. T.S. Dm. AP 22 CHK. or. WWH VERTICAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DRAWING NO.: INSTALLATION MASONRY APPLICATION 2 INSTALLATION MASONRY APPLICATION FL-3747 QW _ 2 OF Y-P7. 4" I I NP NP. MASONRY SEE NOTE 1 OPENING 2X BUCK BUCK ANCHORING j 4" NP. ? ; I MASONRY } T 1 OPENING ' WINDOW FRAME I BUCKS EXTERIOR , V - -" r INTERIOR 1 VERTICAL CROSS SECTION ® HEAD 3 SHOWN W11X SUB -BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. 2" 2" NP.T 3NP" NP. ` ' ' NP. III 3' MASONRY OPENING SASH & FRAME REMOVED FOR CLARITY 0 0 25 77 FRAME ANCHORING 1X BUCK MASONRY WALL CONSTRUCTION 4 WINDOW FRAME 2X BUCK wi0U oZ N O NOTES: 1. 1/4" Elco Topcon anchoring 2x buck require a minimum 1" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearance to adjacent topcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topcon locations of the comers and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. 2. 1/4" 11W concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topcon locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If Topcon locations noted as "MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortar joints, additional Topcons may be required to ensure the maximum on center dimension is not exceeded. SASH & FRAME REMOVED FOR CLARITY FRAME ANCHORING 2X BUCK MASONRY WALL CONSTRUCTION SHIM, SPACE 31 h 1 2 VERTICAL CROSS SECTION ® JAMB 3 SHOWN W1 X SUB -BUCK SUBSUMING CONCRETESCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE.. N.T.S. BY. AP BY: WWH He i .: FL-3747 3 of 4 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 EXTRUDED VINYL PVC HORIZONTAL SLIDER FRAMEHEADERBYSILVERLINE #2801 (0.075" WALL THK.) • VINYL 3 EXTRUDED VINYL PVC WINDOW GLAZING BEADBYSILVERLINE #2217 (0.062" WALL THK.) * VINYL 4 EXTRUDED VINYL PVC SLIDER SASH TOP RAIL BY SILVERLINE #2908 (0.070" WALL THK.) * VINYL 5 EXTRUDED VINYL PVC SLIDER SASH BOTTOM RAIL BY SILVERLINE #2908 (0.670" WALL THK.) * VINYL 6 EXTRUDED. VINYL PVC SLIDER SASH LOCK STILE BY SILVERLINE #2908 (0.070" WALL THK.) * VINYL 7 EXTRUDED VINYL PVC SLIDER SASH PULL STILE BY SILVERLINE #2806 (0.070" WALL THK) VINYL 8 11X BUCK WOOD 9 GLAZING 9 16_INSULATED ANNF-EALED GLASS 3 32" ANNEAL. - 11 16" AIR - 3 32" ANNEAL. GLASS 10 EXTRUDED VINYL KEEPER STILE REINFORCEMENT * BY SILVERLINE #2317 (0.050" WALL THK.) VINYL 11 j#8 X 1-1 2" WOOD SCREW STEEL 13 WINDOW SCREEN 18 HORIZONTAL SLIDER ROLLER ASSEMBLY 19 SASH LOCK HARDWARE, LATCH & KEEPER BY SILVERLINE 20 EXTRUDED VINYL PVC SLIDER SASH KEEPER STILEBYSILVERLINE #2907 (0.070" WALL THK.) VINYL 21 2X BUCK WOOD 22 MASONRY CONC. 23 1/4" MAX. SHIM SPACE WOOD 25 1 4" x 2-3/4' ELCO TAPCON STEEL 29 STRUCTURAL STRAP ANCHOR BY SILVERLINE #2995 6061-T6 ALUM. 30 ROLL FORMED STEEL MEETING RAIL REINFORCEMENTBYSILVERLINE #2821 (0.030" MIN. WALL THK.) STEEL 31 ROLL FORMED STEEL TOP RAIL REINFORCEMENTBYSILVERLINE #2821 (0.030" MIN. WALL THK.) STEEL 32 1/4" x 2-3/4" HWH rrw TAPCON STEEL 33 1 4" x 2-3/4* TTW TAPCON STEEL 341#8 X 1-1/2" P.P.H. SMS STEEL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". co ry 792- j 791 " r I KKEEPER STILE GOING BEAD REINFORCEMENT 3 lr- f-- 2.945" n Q Z yy q W p 0 d D - 11. 159" 159" m z aj Nda° c z D gg ° M °o 4 SASH TOP 5 SASH BOTTOM 1 HORZ. SLIDER RAIL RAIL w FRAME o cz Rz 1. 281" m 2 Nod - 15 o oto rn OCR 1. 953" 20 SASH KEEPER 6 SASH LOCK 7 SASH PULL STILE STILE STILE 1 . 680" i-- .815" C Go o OD sDATEm 07 31 Oi srwtc N.T.S. 1- DVr- BY; AP 1. 224" cwc er: WWH MEETING RAIL TOP RAIL 2 SILL INSERT 30 REINFORCEMENT 31 REINFORCEMENTS FL-3747 sx r 4 or _4 CERT'IFICAT'ION Certification No.: Date: Revision Date: Certification Program: Company: Code: NI006900 Pagel 01/14/2007 04/10/2007 Structural Masonite International M-703-1 The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertifi giion.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product Line: Masonite Fiberglass Side -Hinged Door Units Test Report: NCTL-210-3102-1/210-3105-1/210-1973-1,2,3/210-3107-1/210-3108-1 NCTL-210-3367-1/CTLA 772W/CTLA 772W 1/CTLA 772W-2/ CTLA 805W/CTLA 805W-2/CTLA 1051W/NCTL-210-3358-1/ 210-3367-1/210-3389-1 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of finger jointed pine with all corners coped, butted, and sealed using three 2" long wire staples (.04375"). 11 Mullion Construction: Where used, each mullion constructed of back to back wood jambs and attached to the header and threshold with two (2) 10 x 3" Philips Flat Head Wood Screws. 1.3 Non -Impact Glazing: Where used, the overall insulated glass was glazed into a rigid plastic lip-lite frame. Consisted of symmetric monolithic insulated glass with 3mm (0.118) tempered glass. Impact Glazing: Where used, the overall impact rated insulating glass was glazed into an ASA polycarbonate frame. The glass consists of a laminate with 0.124"Annealed Glass/0.090" PVB/0.124" Annealed Glass and a lite of 0.124" Tempered Glass. 1.4 Door Leaf Construction: Each door leaf was constructed from 0.070" thick fiberglass composite material. Top rail and stiles constructed from wood, with or without composite edge band. National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202-Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594-8659 Certification No.: NI006900 Page 2 Revision Date : 04/10/2007 Section 2: Registered Suppliers 2.1 Non -Impact Door Lites: Trinity, ODL or Specialty 2.2 Impact Door Lites: Specialty 2.3 Astragal: Endura Ultimate Section 3: Additional Supportive Test or Acceptance Data Provided with Certification Documentation included: 3.1 Fiberglass Composite {including raw composite, painted composite and stained and top coated composite -Tested for Tensile & Elongation Properties per ASTM D638, both before and after weathering for 4500 hours per ASTM G26 Xenon Arc Method 1. Test performed by Universal Laboratory, Inc. -Test Report 27009/27009-A/27009-B. 3.2 Skin material tested to ASTM D635, ASTM D2843 and ASTM D1929 And conditioned for not less than 40 hours per ASTM D618. "Rate of Burn, Self Ignition Temperature and Smoke Density Tests" to Fiberglass Skin conducted by ETC Laboratories, Test Report ETC- 98-417-7139.0. 3.3 Miami -Dade Building Code Compliance Notice of Acceptance for Non - Impact Lite Frame Material, NOA#02-0429.11; #02-1216.06 and #03- 0303.07. 3A Impact Lite Frame Material tested to ASTM D635, ASTM D2843, ASTM D1929 and ASTM D638 conducted by ETC Laboratories, Test Report ETC-00-417-10343-2. 3.5 Surface Burning Characteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84-98, "Standard Test Method for Surface Burning Characteristics of Building Materials -Report No. 15977-104313 and 17276-125193. 3.6 ASTM E1300 Glass Load Resistance Report provided by National Certified Testing Laboratories NCTL-110-9735-1. 3.7 Anchor Performance Calculation Report -Performed by Harold E. Rupp, P.E. (Florida No.15935.) 3.8 National Accreditation & Management Institute, Inc. W 1362 See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAMI at (757)594-8658. National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202-Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594-8659 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago,11, 60185 Certification No.: Certification Date: Expiration Date: NI006900 Page 3 01/14/2007 12/31/2010 Product: Fiberglass Opaque Inswing or Outswing Door w/ and w/o Non -Impact hated Sidelites (w/Wood Frame unless noted) Specifications Tested To: PA 202-94/ASTM E330/ASTM E1886/E1996 Impact Rating: Wind Zone 4-Missile Level D The "Notice of Product Certification' is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that an certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & outswing Opaque Size Pos/NS Rated Comments X its Opaque 390" x 6' 8" 70/-70 Yes NCT[-210-3102-1/NCT ,210-1973-1.2.3/CTLA-I OS I W Maximum Panel Size: 3'0" x 6'8" Single Installation Dra MA-FIA160-07 X O/S Opaque 390" X 6'8" 85/-85 Yes NCTL -210-3358-1 Maximum Panel Size: 3'0" x 6'8' Single Installation Drawl MA-FL0160-07 XX US Opaque 610" x 678" 50.5/-50.5 Yes NCTL210-3105-1n10-3314-1A.CTLA-772W-2 Maximum Panel Size: 3'0" x 6'8"/Sidelites 3'0" x 6'8" Double installation Drawl-MA-FL0160-07 XX O/S Opaque 6'0" x We— 551-50.5 Yes NC L-210-3105-1/210-3314-1A.CTLA-772W.2 Maximum Panel Size: 3 0 x 6*r'/SWdite: 3'0" x 6'8" Double Installation Draw-MA-FL0160-07 XO/OX 1/S Opaque Door 6'0" x 6'8" 50.5/-50.5 Door -Yes NCnL210-3105-1/210-3314-IA.CTLA-772W-2 Maximum Panel Size: x x 6'8" iL016: Single w/Sidelite Glazed Sidelite Sidelite-No MA- -073'0 Installation Draw"-MA-FLA160-07wj XO/OX O/S Opaque Door 6'0" x 6'8" 55/-50.5 Door -Yes NCTL-210-3105-1/210-3314-1A.CTGA-772W-2 Maximum Panel Size: 3'0" x x 6'8" Single w/Sidelites Glazed Sidelite Sidelite-No M6'8- FLO 16 073'0 Installation Drawl MA-FL0160-07 OXO I/S Opaque Door 9T" x 6'8" 50.5/-50.5 Door -Yes NCTL.210-3105-1210-3314-IA.CTLA-772W-2 Maximum Panel Size: 3'0" x indite: x 6'8' Single w/Sidelites Glazed Sidelites Sidelites-No MA- 0InstallationDra-MA-F[A160-07 OXO O/S Opaque Door 9'0" x 6'8" 55/-50.5 Door -Yes NCrir210-3105-1210-3314-1A.CTLA-772W-2 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Single w/Sidelites Glazed Sidelites Sidelites No Installation Drawl-MA-FLO160-07 OXXO I/S Opaque Doors 12'4" x 6'8" 50.5/-50.5 Doors -Yes NCTL.210-3105-1210-3314-IA.CTLA-772W-2 Maximum Pand Size: 3'0" x 6'8' /Sidelites 3'0" x 6'8" Double w/Sidelites Glazed Sidelites Sidelites-NO Installation Drawl-MA-FLAI60-07 OXXO O/S Opaque Doors 12W' x 6'8" 55/-50.5 Doors -Yes NCTL.210-3105-1210-3314-IA.CTLA-772W-2 Maximum Panel onus 3'0" x 6' x 6's" Double w/Sidelites Glazed Sidelites Sidelites-No A-FLD 16 -073'0 Installation-MA-FIA160-07 National Accreditation & Management Institute, IneJ11870 Merchants Walk Site 202Jf Tel-757.594.8658/Fax-757.594.8659 NAMI AUTHORIZED SIGNATURE: A 23606 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: N1006900 Page 4 01/14/2007 12/31/2010 Product: Fiberglass Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: PA 202-94/ASTM E330/ASTM E1886/ASTM E1996 Impact Rating: Wind Zone 4-Missile Level D The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namieertiracation.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & outswhig Opaque Size Pos/Neg Rated Comments X I/S Opaque 3'0" x 8'0" 70/-70 Yes NCr11210-3102-1/CTLA-772W/1051W Maximum Panel Size: 3'0"x 8'0" Single Installation Drawl MA-FLA161-07 X O/S Opaque 3'0" x 8'0" 70/-70 Yes NCrlr210-3102-1/CTL.A-772wi1051w Maximum Panel Size: 3'0" x 8'0" Single Installation Drawl MA-FL0161-07 XX US Opaque 6'0" x 8'0" 50.5/-50.5 Yes NCTLr210-3105-1/3314-IA&-n A-772W-1 Maximum Panel Size: 3'0 x 8 0 /Sidelite: 3 0 x 8'0" Double astallation Drawl A-FL0161-07 XX O/S Opaque 6'0" x 8'0" 55/-50.5 Yes NCTG210-3105-1/3314-IAICTLA-772W-1 Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" ' Double Installation Dra MA-FL0161-07 XO/OX US Opaque Door 6'0" x 8'0" 505/-50.5 Door -Yes NCTL,210-3105-1/3314-IA/CTLA-772W-1 Maximum Panel Size: x x 8'0" Single w/Sidelite Glazed Sidelite Sidelite-No MASidelite: 07InstallationDiawi-MA-FIA161-07wi XO/OX O/S Opaque Door 6'0" x 8'0" 55/-50.5 Door -Yes NCTI 210-3105-1/3314-IA/CTLA-772W-1 Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Single w/Sidelites Glazed Sidelite SidehwNo Inflation Dmw-MA-FL0161-07 OXO US Opaque Door 91k0" x 8'0" 50.5/-50.5 Door -Yes NCTLr210-3105-1/3314-1A/CTLA-772W-1 Maximum Pond Size: 3'0" 8x 0 /Sidelite: 3'0 x 8'0' Single w/Sidelites Glazed Sidelites Sidelites No InsWIntion Dmwin MA-FL0161-07 OXO O/S Opaque Door 910" x 8'0" 55/-50.5 Door -Yes NCTLr2l0-3105-1/3314-1A/CTLA-772W-1 Maximum Panel Size: 3 0" x 8'0 /Sidelite: 3'0" x 8'0" Single w/Sidelites Glazed Sidelites Sidelites-NO Inmilation Dm '-MA-FLO161-07 OXXO IN Opaque Doors 12'4" x 8'0" 50.5/-50.5 Doors -Yes NCTL-210-31o5-v3314-IA/CTLA-772W-1 Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Double w/Sidelites Glazed Sidelites Sidelites-No Installation I)mwin-MA-FL0161-07 OXXO O/S Opaque Doors 12'4" x 8'0" 55/-50.5 Doors -Yes NCTLr210-3105-1/3314-1A/CfLA-772W-I Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Double w/Sidelites Glazed Sidelites Sidelites-No Installation Dmwi-MA-F1A161-07 ETA 'S.2,C 4 National Accreditation & Management Institute, IncJ11870 Merchants f Tel-757.594.8658/Fax-757.594.86 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Masouite International Corporation Certification No.: NI006900 Page 5 1955 Powis Road Certification Date: 01/14/2007 West Chicago, IL 60185 Expiration Date: 12/31/2010 Product: Fiberglass Glazed Inswing or Outswing Door w/ and w/o Non -Impact Mated Sidelites (w/Wood Frame unless noted) Specifications Tested To: PA 202-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertificatiou.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments X US Glazed 300" x 618" 52/-52 No NCTL210-3108-1/CTLA-805w-2 Single Maximum Panel Size: 3'0" x 6'8" Installation Dra-MA-FL0162-07 X O/S Glazed 3'0" x 6'8" 551-55 No NCT ,210-3108-1/CrLA-805w-2 Single Maximum Panel Size: 3'0" x 6'8" Installation Drawl MA-FL0162-07 XX US Glazed 690" x 6'8" 52/-52 No NCfL-210-3108-I/CTLA-805W-2 Double Maxinaun Panel Size: 3'0" x 6'8" Installation Drawl MA-FL0162.07 XX O/S Glazed 6'0" x 6'8" 55/-55 No NC11-210-3108-1/CTLA 805W 2 Double Maximum Panel Size: 3'0" x 6'8" Installation Drawl MA-FL0162.07 XO/OX US Glazed Door 690" x 6'8" 52/-52 Door -No NCTL-210-3108-i/CTI A-805W-2 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8" lastallation Drnwin A-FL0162-07 XO/OX O/S Glazed Door 670" x 6'8" 551-55 Door -No NCTL-210-3108-1/CT1A-805W-2 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8" Installation Dra-MA-FL0162-07 OXO US Glazed Door 990" x 6'8" 52/-52 Door -No NCTG210-3108-1/CTLA405w-2 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Installation Drawl -MA-FL0162-07 OXO O/S Glazed Door 900" x 618" 55/-55 Door -No NM210-3108-1/CTLA-805W 2 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Installation Dmwi MA-FIA162-07 OXXO US Glazed Doors 12'6" x 6'8" 52/-52 Doors -No NCTL210-3108-1/CTL.A-805W-2 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" installation Drawin MA-FL0162-07 OXXO O/S Glazed Doors 12'6" x 6'8" 55/-55 Doors -No NCTIA10-3108-1/CTI.A-805W-2 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Installation Draw' MA-FL0162-07 National Accreditation & Management Institute, Inc.J11870 Merchants Walk Suite 202/Newport News, VA Tel-757.594.8658/l+aa-757.594.8659 14, NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006900 Page 6 1955 Powis Road Certification Date: 01/14/2007 West Chicago, IL 60185 Expiration Date: 12/31/2010 Product: Fiberglass Glazed Inswing or Outswing,Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: PA 202-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & outswing Opaque Size Pos/Neg Rated Comments X I/S Glazed 3'0" x 8'0" 40/45 No NCTL-210-3107-1/CTL-A-805W Single Maximum Pend Size: 3'0" x 8'0" installation Draws-MA-FIA163-07 X O/S Glazed 3'0" x 810" 50/47 No NCrt-210-3107-1/CTLA-805W Single Maximum Panel Size: 3'0" x 8'0" Installation Dra MA-FL0163.07 XX I/S Glazed 6'0" x 8'0" 40/-45 No NCTLr2l0-3t07-l/CTLA-805W Double Maximum Panel Size: 3'0" x 8'0" InstallationDrawi MA-FLA163-07 XX O/S Glazed 6'0" x 890" 50/47 No Wrl.,210-3107-1/CTLA-805w Double Maximum Panel Size: 3'0" x 8'0" Installation Drawl-MA-FL.0163-07 XO/OX I/S Glazed Door 6'0" x 890" 40/-45 Door -No Wnr 210-3107-1/CTLA-805W Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Sim: 3'0" x 8'0" Installation Lha-MA-FLA163-07 XO/OX O/S Glazed Door 6'0" x 8'0" 50/ 47 Door -No NGTL210-3107-1/CTLA-805W Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 8'0" Installation Drawl MA-FL0163-07 OXO VS Glazed Door 9'0" x 890" 40/-45 Door -No NCTL-210-3107-1/CTI.A-805W Single w/Sidelites Glazed Sidelites Sidelites-No Maxims Panel Size: 3'0^ x 8'0" Installation Drawi MA-FLAl63-07 OXO O/S Glazed Door 910" x 890" 50/47 Door -No NCTL-210-3107-1/CTLA-805W Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Sim: 3'0" x 8'0" Installation Drawin-MA-FL0163-07 OXXO I/S Glazed Doors 12'6" x 890" 40/45 Doors -No NCTG210-3107-l/CTL.A-805W Double w/Sidebtes Glazed Sidelites Sidelites-No Maximum Panel Sim: 3'0" x 8'0" Installation Drawl-MA-F1:0163-07 OXXO O/S Glazed Doors 12'6" x 8'0" 50/-47 Doors -No INCTI1210-3107-1/C1'LA 803W Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Pand Size: 3'0" x 8'0" Installation Drawl-MA-FLO 163-07 National Accreditation & Management Institute, Inc./11970 Merchants' Tel-757.594.865SNax 757.594.86 NAMI AUTHORIZED SIGNATURE: O SIDE -HINGED FIBERGLASS DOOR UNIT cD o 00 149' MAXOVERALL FRAME z N8'-0" GLAZED DOUBLE DOOR WITH /WITHOUT SIDELITIES o W GENERAL NOTES Z < Z W L<LJ L1.11., EVALUATED FOR USE IN LOCATIONS ADHERING TO S z 1-- REQUIREMENTS FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND. OTHER STRUCTURES. W OO 0DOESNOTEXCEEDTHEDESIGNPRESSURESLISTED.. -i 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED N O ^ Q N3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 g UANDSMOKEDEVELOPEDINDEXOF60PERASTME84a POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 4, PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT a V } g Z N J 5 PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT ILL.- 11cI 0O 0o a a COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD i e DOUBLE INSWING UNIT W/SIDELIT c LAP IL-i Li u i L LLJ Li 11j11LiX Nz0 e e • wI- 0 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELIT $ WITH ID IT WITH IDEIIrc Ciz TABLE OF CONTENTS DATE: 5 25/05 SHEET DESCRIPTION _ `-E: N.T.S. 1 TYPICAL ELEVATIONS do GENERAL NOTES DWG. BY: SWS2ANCHORINGLOCATIONS & DETAILS ANCHORING LOCATIONS do DETAILS Lmc. Or. DRAVANG NO,: DWG-MA-FL0127-05 High Dom Threshold Design SHEET 1 ov 3 SELF IGNITION TEMP ASTM D1429 8O3 'F > 650 'F RATE OF BURNING ASTM D635 0.79 IN MIN SMOKE DENSITY ASTM D2843 46.9% TENSILE STRENGTH- ASTM D636 7.3% DIFF SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.70 IN MIN SMOKE DENSITY ASTM D2843 69.6% TENSILE STRENGTH' ASTM D636 7.48% DIFF WIDTH 21 " MAX 36.375" MAX. D L.O. PANEL wlDTli 37.5" MAX. W/ASTRAGAL FRAME WIDTH a O J DESIGN PRESSURE RATING WATER PENETRATION TEST PRESSURE CONFIG MAX WIDTH INSWING OUT$WING INSWING OUTSWING OUTSWING• X 37.5 40.0 -40.0 47.0 47.0 19.0 19.0 40.0 40.0 47.0 47.0XX7440.0 -40.0 47.0 47.0 19.0 19.0 40.0 40.0 47.0 47.0OXorX. 75 40.0 -40.0 47.0 47.0 19.0 79.0 40.0 47.0 47.0OXO112.5+47.0 47.0 19.0 47.0 47.0OXXO1a9+47.0 a7.0 19.0 a7.0 47.0 ter 3" 8 x 2-1/2" 8 x 2-1/2" 0 DETAIL "D" I oW a n a y SEE DEL D" 0W WKO WU to 10x2" 8 x 2-1/2" 10 x 3/4" 10 x 2" 10 x 1-3/4" 10 x 3/4" 10 x 3/4" DETAIL "E" ASTRAGAL DETAIL "C' ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 375" T INSWING THRESHOLD o 9e2.1 T OUTSWING THRESHOLD SEE DETAIL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL 1.75"E jg i 017" T HIGH DAM O/S THRESHOLD dmll nflDiula °ATE 5 15/O SCALE: N.T.S. Redered8lr DwG. BY.. SWS s CHK. BY: Do DRAw9NG ND.- i SEE DETAIL SEE DETAI C' SHT. F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED. FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 1.50" MIN LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE` MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 10 N 3" I 6" 3 c. 3" 6• c I I 3l DETAIL SHT 2 I 1 1 6" 6` 3' 3" -I 11 I W Q N J o w O e a e 1 i I i t 1 3' ( OIL [ 3. 3" 3. I 6' 6" 0.25" MAX TYPICAL ANCHOR INSTALLATION 1. JKWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 1 a. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES. Adbftbwm C O N fa N O LdZ W W Z ~ FW O O O Ir- Q Ni U sC E N.T.S. m-- e. sws Cw. By. OF