The URL can be used to link to this page

WS-13-2862Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205013 Permit Number: WS -12 -13 -2862 Scheduled Inspection Date: May 09, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Owner: HOLDINGS IV, LLC, HSL PROPERTY Job Address: 766 NE 96 Street Miami Shores, FL Project: <NONE> Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060142070 Contractor: LECHNER CONSTRUCTION MANAGEMENT LLC Phone: (30)596 -5047 comments REPLACING 2 DOORS WITH IMPACT INSPECTOR COMMENTS False May 08, 2014 For Inspections please call: (305)762 -4949 Page 3 of 21 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid May 08, 2014 For Inspections please call: (305)762 -4949 Page 3 of 21 Miami Shores Village ______ _ Building rtment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 DEC 2 4 2013 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.494 Y FBC 20 BUILDING Permit No. PERMIT APPLICATION Permit Type: JOB ADDRESS: City: Folio/Parcel#: BUILDING �_)C- cito sA - Is the Building Historically Designated: Yes Master Permit Noll) S I S " �[, I ROOFING County: Miami Dade Zip: NO Flood Zone: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: CJ01 A W QA&A._T%,Vx °Phone #: n-1 Z. iou f3 ° kt S i3 Address: _A 0-1 l�3 en State: Zip: City: � � Qualifier Name: G +1.1 1 x9 Phone #: nm State Certification or Registration #: C &C b (OtA 13 Certificate of Cpmpetency #: Contact Phone #: �nU ___) L--)tJL 1—f LAJ Email Address: DESIGNER: Architect/Engineer. Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New �Uftair/Replace Description of Work: Color thru d1e: Submittal Fee $ � v ' Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ❑Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip 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 issuance of a permit and that all work will be performed to meet the 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 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature er or Aaent VJ Contractor The forbgd day o who NOTARY Sign: Print: before me this who has produced As identification and who did take an oath. My Commission Expires: APPROVED BY Nr Pis o "EE. M�Ck ao5n��j0"��6 The foreg ing instrument was acknowledged before me this day of 20 by o is personally known to me r who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: C,OF O� -=A 3 Plans Examiner .. Zoning Structural Review Clerk (Revised 5/212012XRevised 3/12/2012) XRevised 06 /10/2009XRevised 3 /15 /09)(Revised 7/10/2007 M Mll u .• .• 0 ••• •••••. • � • • • • •...• . • • • • • • • • • • • • • LOOO ••.• 1 • • ••• • • • p N 7 '7 v C Ii ^a� tlHC7tl0� v � � Miami Shores Village ZONING DEPT_ BLDG DEPT I SUBJECT TO CCNIPLIANCE WITH ALL. FEDERAL STATE AND Cr UN iY ribL: =S AND REGULATIONS --3 c9�9 �1 NOTICE OF PRODUCT CERTIFICATION Ir Company: -JELD -WEN Exterior Doors Certification No.: N1011082 3737- Lak-eport Boulevard Certification Date: 05101/2012 ► Klan(AM Falls, -OR- 97601 Expiration Date: 08131/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) � 0000 0000.. .. Specifications Tested To: TAS 201/202/203 -94 0000.. 0:1111 "Noticl of MroducCCertiOcation" is only valid if the NAM Certification Label has been applied to the product as described within this document. The certification a label : represents prod u41ed%4iTdrmity, to the applicable specification -and that all certification criteria- has been satisfied. This product bas been approved for listing within 00'RA VII' s* r4TProdtfetLiseting. atw ww, Nam icertii1cafion.cam._hIAMI!s. Certification -Program is accredited by The American National Standards Institute (ANSI). 00000 .. . 0000 • . 00 •••• nswing Glazed Design Water Missile Test Report Number 'Configuration •' : "or _.._ -or Maximum Pressure Test I -mpaet & ------ Tel: (804) 684- 5124/Fax: (804) 684.5122 v �r NAM[ AUTHORIZED SIGNATURE: �1 0 ... 0000 • • • Uutswing Opaque Size - Pos/Neg Pressure Rated Comments • • s • •••� OJS Opaque 3'2" x 6'10" +6600 10.0 psf Yes CTLA -696W Single Max Panel Size: 3'0" x 6'8" +66/ -70 Installation Details: S -2104 1-8 OXIXO O/S Door- Opaque 415" x 6110" 10.0 psf Door -Yes rCTLA -696W Single w /Sidelite Sidelite - Glazed - Sidelite -No Max Panel Size: 3'0" x 6'8" Sidelite DI,O: 6" x 513" (118" Tempered Glass) - Installation Details: 5-2104 1.8 OXO _ - =: OfS Door - Opaque i 5110" x 6110" " +66/-70 10.0 psf Door -Yes CTLA -696W Single w/Sidelites Sidelites- Glazed - - _. _ Sidelites -No Max Panel Size: 3'0" x 6'8" - _ Sidelite DLO: 6" x -5'3" (118" 7em-pi d,L - - Installation Details: S -2104 1-8 X _" O /S_ Doors- Opaque 6'3" x 6'10" +57/ - -57 8.55 psf Doors -Yes CTLA -696W Double - Max Panel Size: 3'0" x 6'8^ Installation Details: S-2104(1-8) CTLA -696W OXWO = -O/S Doors- Opaque 8111" x 6110" +571 -57 8.55 psf Door -Yes Double w /Sideiite8 Sidetites- Glazed Sidelites -No Max Panel Size: 3'0" x 618" Sidelite DLO: 6" x 53" (1 /8" Tempered Glass) _ Installation Details: S-2104(1-8) VA Ho & Management Institute. Inc_ /4794 Genrop National Accreditation Wnahinartnn Mpmnrial I4iohw2vfl-Tavec_ Tel: (804) 684- 5124/Fax: (804) 684.5122 v �r NAM[ AUTHORIZED SIGNATURE: �1 • ... ... .. . • . . . . • .. . • • • • • • • • • • • • •. 127 W. Fairbanks Ave. . .... .. . .... Suite 438 Winter Park, FL 32789 •' • • • •. • • • • • •: 407.644.6957 PH . .. ... .. . . ' ' ' • 407.644.2366 FX . • • •. • •' • • • • lontact @buildin8drops.com .... . .. .. .. Product v • '•• opo • . . • . . . .• JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval Report No. 2035 Florida Building Code 2010 Per Rule 9N -3 Method: 1— A (Certifi tion) Category: Exterior Doo s Sub — Category: Swinging Exterior Door Assemblies Product: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w / or w/o Sidelites Material: Steel/Wood Product Dimensions: 107 "X 81.25" (Maximum) Prepared For: L - EN, inc® ,`�rrrrt�ittt�tj�r 3737 Lakeport Blvd. ♦�� 'ES F. Klamath Falls, OR. 97601 �� ♦�� ••.•••.• .• .. �,A�'��i 4% .0 . Prepared by: * : 7 Hermes F. Norero, P.E. Florida. Professional Engineer # 73778 �4tj Date: 05 /01/2012 %0,� =. C.....• P G`�```� Contents: �i �S •••� Evaluation Details Pages I 5 — 4 ,''��s//ON� r �`` ♦♦ � 11111 Digitally signed by Hermes F IN orero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17.42:30 - 04'00' Manufacturer: BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Category: Product Sub - Category: Compliance Method: Product Name: JELD -WEN, Inc. •• •• • • • •• •• • •• • • • • • •• • State Product Approval Rule 9N -3.005 (1)(a) FL#': Date: 05/01/2012 Report No: 2035 Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, Inc. based on Rule Chapter No. 9N- 3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the'product or in any other entity involved v in the approval process of the product named herein. I This product has been evaluated for use in locations adhering tot the 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Units of, Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity, Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco,i 3. When used in areas, requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswi;ng.dpors. r a 4. Non - Impact sidelites do .require an impact resistant covering when used in areas requiring wind borne, debris protection! to comply,with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate,from theidetails of drawing S -2104 require further engineering analysis by a licensed engineer or registered architect. ! I I ; , ' 6., See Installation Instructions S -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 Exterior Doors '. :.: : : : :.i •. • . . . • .. . . . . . .. . .. Swinging Exterior Door Assemblies State Product Approval Rule 9N -3.005 (1)(a) FL#': Date: 05/01/2012 Report No: 2035 Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, Inc. based on Rule Chapter No. 9N- 3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the'product or in any other entity involved v in the approval process of the product named herein. I This product has been evaluated for use in locations adhering tot the 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Units of, Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity, Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco,i 3. When used in areas, requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswi;ng.dpors. r a 4. Non - Impact sidelites do .require an impact resistant covering when used in areas requiring wind borne, debris protection! to comply,with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate,from theidetails of drawing S -2104 require further engineering analysis by a licensed engineer or registered architect. ! I I ; , ' 6., See Installation Instructions S -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS • • • • . ....... .... FL #: A Perfect Solution in Every Drop • • • • • Date: 05/01/2012 •• • • • • • •• • Certificate of Authorization: 29578 Report No: 2035 • • • • • • • • • Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code jar ji Bule•9N400513) f9i manufacturing under a quality assurance program audited byarra;p1b4hd quality assurance entity through National Accreditation & NI•ajiagjjeetlns.kiti,•Lnc= j9BC Organization #QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #:CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 % % . . . . . . . . . . BUILDING DROPS FL #: A Perfect Solution in Every Drop • • Report 55/0203512 Certificate of Authorization: 29578 • • • • • • • «• • . . . . . • • • • • • • Installation: 1. A pp roved anchor types and substrates areas follows: r Through Frame Installation: :00 ; ; ; ; go' •. A. For two by (2X) wood buck substrate use4fl•01ii1vod Screw�ype installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non- structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OX 0 , XO, OX Outswing Positive 1 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF units meet water infiltration requirements corresponding to'noted design pressures. Florida No. 73778 Page 4 of 5 . . .. .• • . • .. .. • . . . . • . . . • . BUILDING DROPS • • • ' • . ....... .... iFiL #: A Perfect Solution In Every Drop • • ... Report 55/0203512 Certificate of Authorization: 29578 • • • • • • • • • • • • • • • • • • Installation Method JELD- WF:R:l4e:•: :•: V• •a• 00 Energy Saver /Contour Wood FJ6 OM clu **V $Jpq Outswing Door w/ or w/o Sidelites 6 SF SF T... I 6 SA @ 1 6 SP, ® 1 0 25" P. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 16.41" TYP. 3.0 . .00" TYP. 13.41" TYP 3.00" 7YP. 00" TYP. .00" N . 6.00" 1YF .00" TYF TYP. l I I I I I I III 1 1 1 I I I l TI-1 5 ACES 3.85" I 3.00" 3.00" TY . .00" TYF, 3 nn' ry 7.00" TYP. I 7 nn" rvt SF T... I 6 SA @ 1 6 SP, ® 1 0 25" P. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 . • ... . . • ••. .• .• . ...... . . . . •. . • . • •.. • . •• • ••• .. . . . . . .. • • . •• • • • RATIONAL ANALYSIS AND ENGIMERING DESIGN CALCULATIONS Y, 1. . . ��` V.f 0!' ` 1. NEW DOOR RETROFIT AT 766 NORTHEAST 96' STREET MIAMI SHORES, FLORIDA 33138 DATE: 12 -24-13 TABLES OF CONTENTS: 1. WIND PRESSURES PAGES 1 -4 ANATOLIA ENGINEERING SERVICES, INC. ASSUMES RESPONSIBILITY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS. CARL G. FORBES - CONSULTING ENGINEER. CARL G. FORBES P.E. # 20699 C.A.# 000028792 555 SOUTH POMPANO PARKWAY POMPANO BEACH, FLORIDA 33069 TOTAL PAGES: 04 40 y °4'oNiii %• . •.. . • . ... •• •% . .•...•• .••. Developed by MECA Enterprises, rc. Cbpyriglst 2613 ..lnecae,Iterprises.com ••• ••• ••• • ••• • Date : 12/23/2013 Project No. Company Name : Designed By :Carl G. Forbes Address : 766 NE 96th st frjespr�pt�on of : ••• •• City : Miami Shores • Custom me er da ! • • State : Florida •Par47 :4ayricle ! V • • File Location: C: \Program Files (x86) \MECAWind \Default9wnC • • • • • • • •• • • • • • ••• •• Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 1.5 : 12 Slope of Roof(Theta) = 7.13 Deg Ht: Mean Roof Ht = 10.00 ft Type of Roof = Gabled Multi -span RHt: Ridge Ht = 12.00 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 1741.00 ft^ 2 Bldg Length Along Ridge = 54.00 ft Bldg Width Across Ridge= 30.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 7.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.19 Lzm: 1 *(Zm /33) ^Epsilon = 535.47 ft Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.94 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/ -0.55 Reduction Factor for Large Volume Buildings, Ri Aog: Total Area of Openings in Bldg Envelope = .00 ft ^2 Vi: Unpartitioned Internal Value = .00 ft ^3 Ri: 0.5 *((1 +1 /(1 +(Vi /(22800 *Aog))^0.5))(Egn. 6 -16) = 1.000 Notes: 1) +GCpi = +0.55 * Ri Notes: 2) -GCpi = -0.55 * Ri Topographic Adjustment 0.33 *z = 3.30 Kzt (0.33 *z): Topographic factor at elevation 0.33 *z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)] ^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6 -1) Wall Pressures do not include effect of internal pressure bD1FRS-Wall Pressures for Wind Normal to 30 ft wall L/B = 1.80 • . ..• . . . ... • • • • • • • • • • • • ••• • • • • ••• ph: Net Pressure at top of wall (wj :dwgd%d +•ipe^rd) .; •'; _ p0: Net Pressure at bottom of wall :wirLdwdrd.�- :- %evlar�) ps: Side wall pressure acting uniformly outward = .62 * ph = pl: Leeward wall pressure acting uniformly outward = .29 * ph= pwh: Windward wall pressure acting undgorr*lX•ouvtaaar&•= PC-pl = pw0: Windward wall pressure acting uhi- oroll ou twain" = •p0 -pl = MWFRS -Wall Pressures for Wind Normal" to '54 ft Aft L/B = ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at bottom of wall (windward + leeward) _ 42.70 psf 42.70 psf 26.47 psf 12.47 psf 30.23 psf 30.23 psf 0.56 47.73 psf 47.73 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 25.77 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 18.14 psf pwh: Windward wall pressure acting uniformly outward = ph -pl = 29.59 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl = 29.59 psf See Fig 27.6 -2 for Parapet wised k k Wind M Net Wind Pressures on Roof (Table 27.6 -2): Exposure Adjustment Factor Zone Load Casel Load Case2 -- Psf ---- - - - - -- Psf ---- - - - - -- - - 1 .00 .00 2 .00 .00 3 -43.76 .00 4 -39.06 .00 5 -32.01 .00 1.214 Note: A value of 10' indicates that the zone /load case is not applicable. Roof Overhang Loads (Figure 27.6 -3): Load Case 1• Povh1: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 .00 psf _ -32.82 psf • •.. Load Case 2 • �: : • • ..• •• • . . . • • • . ..• •.. .. • Povhl: Overhang pressure for zone 1: •� •� • _ .00 psf Povh3: Overhang pressure for zone �•' es* •00 • goo • _ .00 psf Win4 Direction applicable f • • I • • • ••• • ••••••• •A NECAWind 1" 3e 011•• ��.•�'�. i • •• -1 Developed by MECA Enterprises, TV. Copyrig'1•lt ?•D1; www2necjeZterprises.com Date : 12/23/2013 ••• twoject•6le. • : ••• • Company Name : Designed By :Carl G. Forbes Address :766 NE 96th st Description City : Miami Shores •jWuStamer•Na*% ••• •• State :Florida • PrQQle dt"42In0: 0• •• File Location: C: \Program Files (x86) \MECAWind��ef.ajLt•w*d•• • • •• • • • • • ••• •• 9 U AL 2 ; 1 1.2 2: 1 2 3� 2 �_ 31 2 13 Mu seam Gable Roof 0 < -10 W to Fig 6-11� Wind Pressure on Components and Cladding All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf - - - -- DOOR i_3.00 - -6.67 20.0 4 f}:85 -1 -.-05 57.76 - 65.78 - 17 NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors Certification No.: N1011082 3737 Lakeport Boulevard Certification Date: 05/01/2012 Klamatb Falls, OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203 -94 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.Namicertircation.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./4794 Georg6 Washington Memorial Higbway/Hayes, VA 0 ' Tel: (804) 684- 5124/Eax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 0 • • • • • • • • Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & • • Outswing Opaque Size Pos/Neg Pressure Rated Comments ; 000 • • • X 011S Opaque 312-x6110- +66/ -70 10.0 psf Yes CTLA:i94W • • • • Single Max Panel S'rze:63d'"•10968" • +66/ -70 Installation Details! 41e4 1.8 • OX/XO O/S Door -Opaque 4'5 "x6'10" 10.0 psf Door -Yes CTLA- 6964*** ;•• •. Single w/Sidelite Sidelite - Glazed Sidelite-No Max Panel Size: 9jwas- • • • i Sidelite DI.o: 6" x 51" (1/8".Tg�gpered G1afs} • • ' Installation Deils:atld4 1$ • • ta OXO O/S Door- Opaque 5110" x 6110" +66/ -70 10.0 psf Door -Yes CTLA -69SW Single w /Sidelites Sidelites- Glazed Sidelites -No Max Panel Size: IVIS�8" • Sidelite DLO: 6" x 5'3" (I Tempered Glhsj Installation Details: S-21 1-8 • XX O/S Doors -Opaque 6'3" x 610" +571 -57 8.55° psf Doors -Yes CTLA- 696W ; • Double �• Max Panel Size: 3'0" x 6'8" • • l Installation Details: 5-2104 1-8 OXXO O/S Doors - Opaque 8'11" x 6'10" +57/ -57 8.55 psf Door -Yes CTIA -696W Double w /Sideikes Sidelites- Glazed Sidelites -No Max Panel Size: 3'0" x 618" Sidelite DLO: 6" x 5'3" (118" Tempered Glass) Installation Details: A4104 1-8 I � i National Accreditation & Management Institute, Inc./4794 Georg6 Washington Memorial Higbway/Hayes, VA 0 ' Tel: (804) 684- 5124/Eax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 0 • • • • • • • • 744' MAX. OA FRAME 670TH 7025' WU1. OA FRAME WAIN JT%�j N® Steel .875• TYP. .125• 75' .75' MULL Jiriii7 �� i.:LL� VI�iG 36.675' MAX OA TYR BAR TYR W 36' MAX OA J .f .875• 36• L W IN �{ ENHf!i VER/ CD!/ fOUA6�B" N'OODWIib'QPAQIlES7EELOU)5Bg1YG PM8:1. tlAQTN I TIP. PANEI. 67DTN WACTLt0ORI8W7SMM WITHOUF6IOSfFES GENERALtNOTES 1. INS PRODUCT 6 DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING so. �• ,�/ COOE AND HIGH VELOCITY HURRICANE ZONE *HVHZ' REQUIRMIENIS. MAX AfAX 2. 6DOfl SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER OA OA LOADS TO THE STRUCTURE PANEL 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOGITXTN HEIGHT tP1EXFif ORAWIN S. ANCHOR EWSEOME NT TO BASE MATERIAL SHAL BE BEYOND WALL DRESSING OR STUCCO. 8125' 9 8125' 6 4. SEE TABLE I ON THIS SHEET FOR DESIGN PRESSURE RATSM AN 5 THIS PRODUCT WM THE WATER REQ IRE11ENTS FOR it ZONES. SEE OA • OA 0 THE DESIGN PRESSURE CHART BELOW. FRAME FRAME 6. DOORS ARE IMPACT RATED AND 00 NOT REQUIRE MM-OADE HEGHT FEwr APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDEUTES 8. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SIYCLE OR DOUBLE CONRCURA170N. L L 0.75• 0.675• E RESIDENTIAL INSIAATED STm. D" 1Cans•n to au s1 O.6 • oOUeIE OUISWING IMVacr tllrr 0017 COMPONENTCONSTRUCTI0N5: 37.75• M. OA vxm FROM FYIERID,V .875• 107' MAX. OA FTbWE VM0R A IOLL A Face sheets: 24 ga. (0. 020' minimum thickness, Galvanized Steei A -525 FRAME WIDTH .125• .75' ITV. commercial 4aeW - AM per ASIM 620 With avemge minimum yield IMP. 36.873• WUL OA ' strength fy(ave )=24.600 psi. '875" IMP. PANEL WIDTH �r W/ASTRAfA PAM WIDTH l 0: Expanded POWPIme With 1.0 to 1.25 ms. /d dmlaity, by JELD-WEN, INC. Door Panel L s!rc» ion!: The ad" and irtac8ve peels are constructed from bent (0.0ver min.) gaa d bot at r the two sheet tops ea bottoms we bent �' over etc top and bottom rags. The top LVL raj measeaes 1.67" wide x 1. 042• high. The steal bottom rag is roI toned 0.021• golvmuxM steel same, 1.67' wide x 1.21' high The des of the race shed ate 80• 80• roI toured orto the LVL tatrh stile and Pordetwo Phis hinge s& otwh WX. MAX. - meaaae 1.67' It 1.07 . The interior cavity is Mlkd with polystyrene. The �:. _ OA O.A. two sheets are ghted to the poWynme. PAR PANEL Fixed Lite Const.: The sosh is constructed from 2464 (0.020' min.) galvanized HEIGHT HEXIMT steel. Tire edges of the face sheet are bent 90' ow the poystyrmm cone ® 8 and ghed to A. The s Re ponefs are routed to receive the OM to W 8125' 81.25• Fromes or the opterml Trinity Light Francs. (See sheet 7 for gGnzing MAX. MAX. The Me frames ore sealed W/ OSD Outng compoad on the FR YE ® OVA ti Frame Catatruetke: The frames are constructed from Porderaaa Fab jambs HEIGHT Hr" meawig 1.25' wide x 4. 5625• deep. The door and sWeRe head lambs om rtaxGsed ond tones toned to the side jambs and attached With (3) 16GA 2• x 7/16' nom wire stapes. The urda use a standard bimp face Perr" threshold measlaing 4. 041• deep x 1.0• hgh The tiveM d is attached to the frame WiMh 3 16Gk 2' x 7 1C crow was 11111111"1 TABLE OF CONTENTS 0.62.5• 0.75• 0.625• " F A,- 1 A. a TAiN F tr DESM PRESS SATING -SHERF MOON IFYT&01011 FMAIDIT 6 NOW ME OM IAIT (X, WC )A Os0) +68 Ds -70 Ps "taM -orACF gn[uas Mw am w (AL M X1 Q 1108) +57 Ps1 -'f7 Psi W/110 am -WPAGT Smw Q BI!>lDPIG DROPS, lNG IigHally signed by Hermes F Narero. P.E Mum rcIamapprovingthisdocument Mete 2012MAI 1731.35 -WW rsva 15.5' MAX OA SIOEUTE FRAM WIDTH 14' MAX. OA PANEL N60TN1 q 1 6• MAX OA D.L.O. WIDTH �s,cdr 63.115• • • ��,,'tL • OL0.i• • Gael • • • • •• 14 a•• •• • •0.G •a • c�G�� •• 4 • • VNfxFpLnTCw1AV' 111PACT • • �{p • UNIT �Oxo1M'fl�4- IMPACT • • p.! SroELITES �i °' I a 15.5• MAX. OA • • a �s ' • SIDEUTE OWN • 14' YID OA• • PMFI�pTH • •••`y 0000 • 0.r or0 6• MAX O.A. DLO. WIDTH 61125' HAIL OA O.L.O. HMO 1 • I•• • • • • • • •• • •• * � 0.•a. er iAl c"L or. S SA 'rte �� Q BI!>lDPIG DROPS, lNG ORVNM 110- S -2104 Phma 407 - 614 -6957 aNeEt 1 cv WIN For 407- 644 -2386 1 • I•• • • • • • • •• • •• W5* MIN. EDGE DIST. MASONRY MIN. �; �07 io EMa 0.75' INN. CONCRETE/ EWE DIST. MASONRY 1.50" AUN. EMa 6.... INTERIM 81.25 MAX OA FRAME HELM 10 �E NOTE 9 ON C� A 16 SEE DETAIL 7 ON SHEEP o. 80. 81.25* 80.0 MAX SEE GLAZING MAX MAX O.A. DETAILS. SHEET-, OA FR4ME 7 PANEL F1EIGliI HEIGHT HMO SEE N07E 2 ON 2 3 SHT. 4 36 XE NOTE 6 ON 17 SHT. 4 29 ;EE NOTE 8 ON 16 SHT. 4 SEE 29 0.250 MAX. SHIM wP SEE DETAIL 7 32 ON SHEET 5 31 SEE NOTE 6 ON SHY. 4 29 SEE N07E 3 Oh SHT. 4 1.750" MIN. PANEL THK. 36 I'VE 7 SEE NOTE 2 ON SHT. 4 38 0.125* MIN. 4 GLASS THK. • *00* • I 9 WA 10 COIR 318. BRAD 7ft WA l6Gk x IRA Folft- Own ROUNIQ 1.750' MIN PANEL THK 11 ww 318- W4RITR ROM span STOP 1-2 DOW 13 DOW 14 10 x 15 LOCK 16 3116 17 EXPAI is NOT L l/r GLASS BY jo 19 2. K 20 90 21 PRESSURE TREATED MULLION BAR (314- x 4 9 16 x 81 1/4) 22 MW Z3 W. 24 18 x 25 42 26 101 Z7 28 10 NA I INTERIM 81.25 MAX OA FRAME HELM 10 �E NOTE 9 ON C� A 16 O DROPSY PI. Z- o. 80. 81.25* 80.0 MAX SEE GLAZING MAX MAX O.A. DETAILS. SHEET-, OA FR4ME 7 PANEL F1EIGliI HEIGHT HMO SEE N07E 2 ON 2 3 SHT. 4 36 XE NOTE 6 ON 17 SHT. 4 29 ;EE NOTE 8 ON 16 SHT. 4 SEE 29 SLOW CALIUC ICR LAWROCE 33 samw • *00* • I 30 GLAZING COMPOLIND (W BY slow 31 318. BRAD 7ft WA l6Gk x IRA Folft- Own ROUNIQ • 32 318- W4RITR ROM span STOP Am 33 CWa EDCICS FOR STIR DOW BMW RAIL J4 SMLAGE K= SIT Of 35 WAAGE INAMOLT OR= (NUT 36 SWRE SM FACE SHEET 24GA. a020' -MlN. OR Sm 37 l/r GLASS BY jo 38 OM RR sa ISFMIECH Pm"= PIP55" CIJ 39 PRESSURE TREATED MULLION BAR (314- x 4 9 16 x 81 1/4) Pr.-Oft 40 ALLAWA DO)KIDED ASTRIIGN •AVX*M • 41 ASTRAVA S1RO0 PLATE (BY 42 WE KNOB HEROGE SERIES 43 YALE WAWW NNW SERIES NOT SIM) 44 SWM FRAME MO. SU AND 44M (FOW JOINU POMMM PME) WO(B 45 urE FRAME or Tom FOR 02 LGAL Baymm 46 112" INSIRATED MIPM GLASS BY 7RNTYIAMPAC) CLASS 47 FR0IME BY TRUN FOR V PQkww. *1 40 "FAMW TBOUED GM BY AMFAC MAT CLASS 49 UTE NOTE 3 SEE DETAIL 7 50 GLAZI ON SHEET 5 ON 4 a 12 51 101 52 DOW 53 DOOR 1.25' 1.25- CONCRETE EM& CONCRETEI Z50* 1.75* 2-50* WN. MASOW Dml--� MASONRY Mid EDGE Eka ST. By OTHERS BY OTHERS CAl VERTICAL CROSS SECTION S SECTION WITH HIGH DAM THRESHOLD AT SIDELITE so;sm g1 id "N 7 j 0-. O DROPSY PI. Z- am 9-1"ll SWILL KT.S. cmL ay-. S SAFFaL DILOW WW S-104 F--_2, $ • • • • • • • • • SEE NOTE 4251 ON SHT. 4 a a - 0. 75 Id EDGE ° ° a CONCRETEI MASONRY BY OTHERS 15 1 7 40 52 7 1 15 214 34 !N tVT ,ice ACTIVE Z 1 4Z 34 tY Y � a 1 cm •r. S SVFELL EZ� FA�.4F 1.750• MIN. orm" No- 5 -2104 P Ph= 407- 844 -6957 PANEL THIC. ou Fmc 407 -644 -2366 1.750' MIN PANEL TW \ 1 SEE NOTE 4 SEE DETAIL ON SHE 4 4 1 ON THIS SHEET 10 1 17 HORIZONTAL CROSS SECTION Ar IMPERIAL ASTRAGAL �/ j/ ..' • • 75 YI�L • ••o .50' MOJ. • • . W � x E&W. • • •..• `2 •• • �G O 333333 1 INTERIOR lNTERI a 51 10 10 C \ 1 1 17 1 SEE DETAIL 5 SEE DETAIL 5_ ON SHEET 5 ON SHEET 5 0.250* MAX HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SHIM LATCH JAMB TO BUCK HIN JAMB TO BUCK SEE NOTE i ON SHE 40 (40 15 1 7 40 52 7 1 15 214 34 !N tVT ,ice ACTIVE w 1 I SEE NOTE 2 1 SHT. 4 5 6 3 0 19 2 ONSH 7, ira.z. � a r•a or. JWJ cm •r. S SVFELL Q Rum OTxm w- orm" No- 5 -2104 P Ph= 407- 844 -6957 am -L OF ou Fmc 407 -644 -2366 1.750' MIN PANEL TW \ 1 SEE NOTE 4 SEE DETAIL ON SHE 4 4 1 ON THIS SHEET 10 1 17 HORIZONTAL CROSS SECTION Ar IMPERIAL ASTRAGAL w 1 I SEE NOTE 2 1 SHT. 4 5 6 3 0 19 2 ONSH 7, ira.z. � a r•a or. JWJ cm •r. S SVFELL Q Rum OTxm w- orm" No- 5 -2104 P Ph= 407- 844 -6957 am -L OF ou Fmc 407 -644 -2366 �/ j/ ..' • • 75 YI�L • ••o .50' MOJ. • • . W � x E&W. • • •..• `2 •• • �G O 333333 ASTRAGAL THROW BOLTS (2) TOTAL. (1 EACH) 0.31' VIA x 9.0' LG. AT TOP & BOTTOM a ;R t § 3 DO I ASTRAGAL TO SIRE ATTACHMENT NOTE ITEM 24, NOT SHOWN THIS VIEW FOR 1tlt►4� d�t�aS F. N. i t ' : Praww Of- ira.z. r•a or. JWJ cm •r. S SVFELL Q Rum OTxm w- orm" No- 5 -2104 P Ph= 407- 844 -6957 am -L OF ou Fmc 407 -644 -2366 • i • • • SEE NOTE 7 7 15 v - 1.750' MIN. \ DaMR PANEL THK. Z 10 25 SEE NON' 1 17 ON SHE 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION AT 10 LITE TO LA CH JAMB SEE NOTE 5 bb a ON SM. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION 4 AT SIOELJTE TO HINGE JAMB NOTES: CONCRETE/ 1. SPACING FOR REM 126 THE 110 x 1' PFH SCREWS ATTACHING THE iMPER1AL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY AS FOLLOWS: � THE TOP DOWN & THE BOTTOM UP 1.01, 2.57, 4.07, 5.57, 13.0. 18.0' & 26.0'. BY OTHERS 2. SPACING FOR REM 123 THE 18 x 1 112' P1ASCREW 5 AS FOLLOWS: •• TOP & BOTTOM. HORIZOMALLY. Soma PANEL: 3.0' IN FROM EACH CORNER. o ON THE SIDES. VERTCALLY. FOR THE SIDELIfE PANELS: 3.0. 13.0*, 26.0. 39.0", 52.0' & 63.0 . •; ' 3. SPACING FOR THEM 131 THE 16GA x 314' MO TRW NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND a M 19 THE 16GA X 1' BRAD TRIM NAIL ATFACHWG THE MULLION CAP TO THE MULLION BAR YERIMALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY FOR THE 318' QUARTER ROUND): 1.25' IN FROM EACH CORNER WITH • (1) NAIL 1410 -SPIN. ON THE SIDES VERTICALLY (FOR BOTH 318' QUARTER ROUND & MULLION CAP L• 1.25' FROM MH END & SD( MORE , •O EQUALLY 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE BETA 125, A $8 x 2 112* PFH WOOD SCREW. .' WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE MW 124, A 18 x 2' PFH WOOD SCREW. 5. SPACING FOR M 125 THE 18 x 2 112' PFH WOOD SCREWS ATFACHING THE ,TUBS TOGETHER AT THE MULLION, S AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELLTE PANEL. LS SECURED IMO THE man JAMB W/ REM 129 SILICONE CAULK ON THREE SIDES AND • 318' QUARTER ROUNDS SECURED WITH REM 131 BRAD TRW N41LS x 314' LONG. 0.75' MUL 7. WHEN ATTACHING THE HINGE TO THE JAMB AND 9" USE REM 127, A 110 x 2' PFH SCREW. WHEN ATTACIING E� DST r a! .. . THE HNGE TO THE JAMB AND SDEIITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4' PFH W000 SCREW. •• & SPACING FOR REM 149 THE /6 x 1 112' PAN HEAD SCREW (TRINITY LHTEFRAME) IS AS FOLLOWS .; SInFi M -LITEMM FROM THE TOP DOWN YERT1r_si Y: 3.25, 18.0625. 32.8125". 47.5625' & 62625'. • • ••• ONE (1) SCREW AT 4.4375" 9. ALTERNATE COMMWMASONRY 06TAUAROM ANCHORS OF EQU&ALENF PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PRQIECT OF 06TJLLLATOL 10. USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD &JAM USE REM 125 WHEN INSFALNNG INTO MUWONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/IIASONRY WBSMTE AT SIDWTE SILLS. NOTE 3 SHT. 4 SEE NOTE 20. / ON SIT 4 29 SEE NOTE 6 ON SIT. 4 SEE DETAIL 5 ON SHEET 5 0.250' MAX. 2 SHIN ► �x NOTE 7 SHE 4 116 1 � co Ld 3 � lidZ � h 4 \ SEE NOTE SME- a N.T.S. 4@ \� ON SHE. 4 29 SEE NOTE 6 ON SHT. 4 z •• 0.750' SEE GLAZING o 3 •••s•• DETAILS, SHEET 7� Iww -L Of E a Fax: 407- 644-230 • SEE GLAZfM •••• •O lee 14 F. * = SME- a N.T.S. wa 6"' JWJ • • • •• gai • 3 •••s•• : Iww -L Of E ••• Fax: 407- 644-230 s+ • SEE GLAZfM ET JS� •••••• ••• •• EXiERiGF• • ••• • • ••• • 0.125' MIN • • • • . INTERIQR • 1? 1= GLASS THE(. • » • • F. * = SME- a N.T.S. wa 6"' JWJ a¢ or. S. SAFF i �•� Q t DRUM wo_ S -2104 l` Allma 407 -W4 -6957 Iww -L Of E x•x Fax: 407- 644-230 i • • • • • 74.50' WAX. OA FRAME WIDTH 70.25' MAX. OA FRAME WIDTH SEE DETAIL 2 < ^� ON THIS SHE i I 1 SEE DETAIL 4 4.50' IMP. 9.00" TYP. ON THIS SHT. .00' IMP. 3•� 6.58' 6.00' IMP. DO' 6.00' TYP. 12.50' 3.00' P W. TV. I W Do' TYP. TIP. _.J 6 TYP. 6 TYP. 1 1 1 1 1 1 1 kTyp 1 7.375" 51 � IMP. . 3 1' S 5 SPACES SPACES a 13.85 � DETAIL 6 0 13.85' SEE DETAIL 5 ON THIS SHE. r ON THIS SHi — 8125' 81.25" j MAX MAX. OA OA FRAME / 1 FRAME I� HEWT 5.! I I 31' 3& 16 IYR II 6 b Q a Z�eo3 SEE- UT& 4 ,,-ON THIS SHf • • • BE ` • • see • ♦ 1(aa• •Goes• i•• .$�• • Q 0 3 • • iqk.- 300' L 00' .— W' TYP. 12.125' 3.00' 7.00' TYP. IMP. 6.00 7.00' TYP. TYR SEE DETAIL 3 ON THIS SHT. aunt DOOR WITH SMONS ANCHOR LOrd7mNS DOLE E DOOR WITHMIT SIDE 11ES ANCHOR LOCd710NS VIEWED FROM INTERIOR VATTED FROM INTERIOR 2t / 5 1 6 _ \ 14 2 NOTE 5 SEE 7 E 4 41 \ 1 I 24 o I a �`u `` ,`�E •i , 6 1 1 SEE NOTE 41 \ 1 4 SHEET 4 �0 b DETAIL 2 - 0 HEAD JAMB DETAIL 3 - 0 1TIRESHOLD ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HWGES 10 AW & DOOR STRIKE PLATES ASTRAGAL STWE PLATES TO JAMB 'key I� o � C -SINK ► Et i \ 1 E 1�I 1 6 b Q a Z�eo3 SEE- UT& 4 ,,-ON THIS SHf • • • BE ` • • see • ♦ 1(aa• •Goes• i•• .$�• • Q 0 3 • • iqk.- 300' L 00' .— W' TYP. 12.125' 3.00' 7.00' TYP. IMP. 6.00 7.00' TYP. TYR SEE DETAIL 3 ON THIS SHT. aunt DOOR WITH SMONS ANCHOR LOrd7mNS DOLE E DOOR WITHMIT SIDE 11ES ANCHOR LOCd710NS VIEWED FROM INTERIOR VATTED FROM INTERIOR 2t / 5 1 6 _ \ 14 2 NOTE 5 SEE 7 E 4 41 \ 1 I 24 o I a �`u `` ,`�E •i , 6 1 1 SEE NOTE 41 \ 1 4 SHEET 4 �0 b DETAIL 2 - 0 HEAD JAMB DETAIL 3 - 0 1TIRESHOLD ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HWGES 10 AW & DOOR STRIKE PLATES ASTRAGAL STWE PLATES TO JAMB 'key .15' AM o � C -SINK i \ 1 I � \ 1651 SEE I6)TE oN MEET 4 _ •r D 7 F. ETAIB_ F tP,j�AtiER9M( FTNT m6TALIAIK»4 Ate • W 9-11 -01 * e.c sr JWJ cm or 's SAFFELL waste ao: 5 -2104 Fsc 407- 644-2366 5 arm i • i a � i \ 1 107.00' MAX OA FRAME WID SEE inx 2 ON SjiEET 5 4.50" iYP. 16.41' TYP. 3.00' too 00 TYP. 13.41" 1YP. 3.00' 00' TYP. 600' TYP. TYP. ' w' TYP. III 51 6 TYP. _ 5 TYR SCALE: N TS i l SEE NOTE 5 / 0 13.85" 81.25' T ON SHEET 4 � 107.00' MAX OA FRAME WID SEE inx 2 ON SjiEET 5 4.50" iYP. 16.41' TYP. 3.00' too 00 TYP. 13.41" 1YP. 3.00' 00' TYP. 600' TYP. TYP. ' w' TYP. SEE DEVA 4 ON SHEET 5 6 TYP. R SPACES ® 13.8: wax. OA 3.00' TW-J I-- 13.00' TYP —�1- ! 00" TYP. 3.00 7.00' TYP. T 7.W' TYP. SEE DETAO. 3 ON SHEET 5 DOME ODOR WITH SIDELHES ANCHOR LOCATIONS VIEWED FROM WMWR i T 5 m d eA DETML4 SHEET 5 0000• III 51 6 TYP. _ 5 TYR SCALE: N TS SPACES l SEE NOTE 5 / 0 13.85" 81.25' ' ON SHEET 4 31" _ OA SEE OETaL 5 FRAME SEE DEVA 4 ON SHEET 5 6 TYP. R SPACES ® 13.8: wax. OA 3.00' TW-J I-- 13.00' TYP —�1- ! 00" TYP. 3.00 7.00' TYP. T 7.W' TYP. SEE DETAO. 3 ON SHEET 5 DOME ODOR WITH SIDELHES ANCHOR LOCATIONS VIEWED FROM WMWR i T 5 m d eA DETML4 SHEET 5 0000• III 51 111 ! I Il 51 _ TYP. TYR SCALE: N TS c•c er JWJ l SEE NOTE 5 / 7 cmL on S. SAFFELL 25 ON SHEET 4 31" _ • • SEE OETaL 5 o•en w. S -2104 y O �i '• x i..n f ON SHEET 5 1 5. 'I 1 25 I • R" �asre • •� II S II — — 36.625' - TYP. TYP. • I I 1 1 11 V _ SEE DEVA 4 ON SHEET 5 6 TYP. R SPACES ® 13.8: wax. OA 3.00' TW-J I-- 13.00' TYP —�1- ! 00" TYP. 3.00 7.00' TYP. T 7.W' TYP. SEE DETAO. 3 ON SHEET 5 DOME ODOR WITH SIDELHES ANCHOR LOCATIONS VIEWED FROM WMWR i T 5 m d eA DETML4 SHEET 5 0000• •s• SCALE: N TS c•c er JWJ l * . * = 7 cmL on S. SAFFELL 31" • • • o•en w. S -2104 y O �i '• x i..n B09DNG DROPS, W- Pbmm 407- 644 -6957 seffEr 6 a'� • R" �asre • •� II :•• TYP. • • • V _ •• • •i 00 0 •00• 6.00" 8.58" ••0000 1YP. TYR 0000•• • • • • 0000 • • •• • • 2&E DOOR KWff S?OFM • • HEWED FROM URERIOR FEr'rrrrr4 •s• • • • • • SCALE: N TS c•c er JWJ l * . * = 7 cmL on S. SAFFELL : � •��.� o•en w. S -2104 y O �i '• x i..n B09DNG DROPS, W- Pbmm 407- 644 -6957 seffEr 6 a'� R" �asre For 407- 644 -M • • • • • f i 1 17 50 30 3 EXTERIOR 50 m o 0.125' MIN. Z TEMP. GLASS Z" 94 ICKNESS •• • • • *vas • s ••0000 • •s• • INTERIOR �� i • i • • SITE 1 29 50 29 4 • • • • • • • SEE NOTE 2 •• •• • 50 38 23 ON SHE 4 ••i••s •••i U�� ••• • EXTERIOR 0.500' MIN. '100 CLASS THK. 0.125' TEMP. •• • • • • • O x # { • GLAZING DETAIL 1 r ... GLASS 0.250' i • i • • i ODLt 8' TEMPERED GLASS i i o • • • o I i • • / • �g s SPARTECH Osseo* • • ��x• • POLYCOM PP5530 C13 Ir" • • • i • •��o m ® �i • • • • • r�.+, • 25' x .50' 0.125' TEMP. • • • t3 • • • , INTERIOR INTERCEPT GLASS a • • • • GLASS STEEL SPACER BITE 50 n 17 29 29 48 50 4 49 O� 48S EXTERIOR 0.125" TEMP. GLAZING DETAR 2 °- CLASS TRWITY UTE FRAME 1/2" INSULATED TEMPERED GLASS 1.000* LUPOY EU -5007 GLAS S MIN. .750" AIR SPACE GLASS THK. 75' x 50" 0.125' TEMP. ALL GLAZING CONFIGURATIONS' INTERIOR 0.50" STEEL FACER 'GLASS SHALL COMPLY WITH SAFEII o S g S GLAZING REQUIREMENTS OUTLINED GLASS IN FOC SECTION 2406. = S 50 4 49 SEE NOTE 8 BITE ```,,"tF ON SHE 4 i a 9 -11 -01 GLAZING DETAIL Prepared 8y: srx6 N.T.S. TRINITY UfE FRAME * • 7r * = aaa. wt, JWJ 1" INSULATED TEMPERED GLASS v . r 0 = Q cmt en S SUTELL M LUPOY EU -5007 ORN Noe ®i0 PfU` ¢ �i ttwn• �� Rwm 407- 644 -6957 5 -2104 rare 29M Far 407- 644 -2366 am -L OF _A_ Y 1 l • • • • r 1.670' -1 1.670' %%i� i . I 1.670' _-L 1.670" 4.5 62 1.210• -o . 7L5t 0" ' / i -T 1 12 (0.0211 STEEL 13 FlNM DOOR NNGE J0WU PONDEROSA OD7mR LATCH STI1E 11 LVL 2 3 F0W Imm JOWW Pw wow LvL 4 44 PONDEROSA FINE 0.513• I+eF3� -I - --Ir -- atzs' 7 645' 0.529' j r L i3 1.544' z: ?, I•' 1.544" 1586" ..... 0.380" 0.5�' ........ . 0.831' 2.521• F--- 2519' OCORNER BLOCK FOR COUPRESSION WEATNERSRTIP STEEL BOTTDY RAIL 10 SCMEGEL O-LO4 ODS 650 MW x 3.0' LONG [ 1.500" 1 --{ 0.624' 1.750• 2"' 0 ASTRAGAI. LO TWO 0.3125' OLL x 9' LONG �i.T$ I I 1 ON TOP. 1 ON 80TTOu L -gj t• 1.04, 40 �&Ju 41 as Sm PLATE 6063 -T6 ALL Oa" 45 1. POLYPROP. , p gT, TROVIIY PLASTIC LOE KR uATERNL, APPROVED UNDER NOA 7- Q28.01 cw. or I SAI 1.109• 1 1 PLmw. 407 - 644 -6957 0• 0.482- rose �xrsm 'Aw 407- 644 -2366 0.585" O O 1.736'a675 [] � O L I O -I 1.381" 1-03 S. 71L -1_ ;_. 11.875' OW. VARIES WITH NARI WARE USED 4.000' r t I t 47 POLYPROP. POLIPROP. TFJW PLASM WE KO• A941 A1. 001 PiASOC LATE KR WITERW APPROVED UNDER NOA 7- 0828.01 APPROVED 11NDER ® 0.375" • • • 0.375" --I 1- • • • • • .W.121,AA R aDUND ... �.. s am sroP Pw 2.040" O•••••• O •� Co. �• i --I 1.375• r"-- • i °•a09r -- - -.... p• -�t ll• UMULLION CAP NAOf � tff HM • • Pm (81.25• LOVE) 04' x 4 jb&(W;CiT K STEEL • 1.710' %j j% jj •�\\��\ �. 1.000" • Vmg'r- 3 C C& -t� �t 0 aZ a'S 0 r : . O L 7 , p gT, acwc: N.LS cw. or I SAI p •� O V- �. 1 1 PLmw. 407 - 644 -6957 maeo WU 5 -2104 fX9Et �: rose �xrsm 'Aw 407- 644 -2366 •• ... • • • • • • . .. .. . . • . • .. .. .... ....... . r 127 W. Fairbanks Ave. BUILOW �` DROPS. :'• �• Suite438 • . Winter Park, FL 32789 A Perfect Sol5tioAliA Evewrow: .. :. :. 407.644.6957 PH certificate of Authorization: 29578 407.644.2366 FX - • • ... .. .. contact @buiidingdrops.com of�UiWi-so*-altration Report Of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval 4 Florida Building Code 2010 Per Rule 9N -3 Method: 1- A (Certification) Category: Exterior Doors Sub - Category: Swinging Exterior Door Assemblies Product: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w / or w/o Sidelites Material: Steel/Wood Product Dimensions: 107 "X 81.25" (Maximum) Prepared For: ,l EL D -W 1,N, ins. 3737 Lakeport Blvd. Klaaaraaath Falls, OR. 97601 Prepared by: Herinci F. Norero, PJ- Florida Professional Engineer # 73778 Date: 05/01/2012 Contents: ``011111 fill, DES F. 0 •• % '. - - 7 r 0,� �•. C OP: �� ..........••' `S'S/ Evaluation Report Pages I — 4 Installation Details Pages 5 '� /ON� 11`,�� t ' Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17:42:30-04'00' w . . ... . . . .,. . . , . . .. . . . BUILDING DROPS: .•. •: ••: FL#: isssIt . I A Perfect Solution in Every Drop : • • • • • • • • Date: 05/01/2012 Certificate of Authorization: 29578 • : • • • • • • • • • • • • • • Report No: 2035 Manufacturer. JELD -WEN, Inc. • • • ' ' ' *00 • • Product Category: Exterior Doors .. : : • • • : : • • • • ~ Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.2S" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Umits of Use: Hermes F. Norero, P.E. does 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. ' J This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and Is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S -2104 for size and design pressure limitations. Hermes F. Norero, P.E. FloCida-No. 73778 Page 2 of 5 ..• . • . ... • . • . . • . . • . . . ^� BU I EDI M. Q ftlaps -•. :. FL #:1555 .1 • ' ' • • • • Date: 05/01/2012 A Perfe4jSoluAn In Ilesy Dlop '. ; Report No: 2035 Certificate of Authorization: 29579 •' ... • • • Quality Assurance: eTWAaPGfa ciurer 8aCddyrftpnstrated compliance of door products in Accordance ' with :*h* f4)rida:3uili1=ng.Code and Rule 9N -3.005 (3) for manufacturing under a • •gLMlty !assurance proirans audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) N s Hermes F. Norero, R.E. , r Florida No. 73778 Page 3 of 5 Or • • • • • • n/N\' BUILDING DROPS.: •00 .•. •o* +: , +•: FL #: i s558"' i • • • • " ' ' ' Date: 05/01/2012 A Perfect Solution in Every Drop ; +' •' :: �:. +•9 Report No: 2035 Certificate of Authorization: 29578 000 •" "' ' Installation: 1. Approved anchor types and substrat%Ve as CpllpU: V :'• • • • • • • • •• • Through Frame Installation: •.� :: +� �•• •• A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water Infiltration requirements corresponamg to nozea oesign pressures. Hermes F. Norero, P.E. FloAda'No. 73778 Page 4 of 5 ••• • • • ••• • • 00 so BUItDI G ZROPS•• :. • •• • • • • Date: 05/01/2012 All A Perfei ioAl n Intviry 0ii • o : Report No: 2035 Certificate of AMorizatlon:•2957$' • • • • • • • i • • .:: • 1usta1Affpn Method • • so: . . . P :WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 3' T i � JI °rG nyi�0. I► -+y.iU trP. 1,'U" - UO ;rP {}F. i '.- i.(iq` rYP. r P•r. L_ 7}P AGO tra F- 1 - I b IYP. h iYP—I- - - -- _ II SPAUS Sp, .., III Ilil � VIII f, rp- i ,Yl' f},• .1 L.-. '� ••".`SOU' Pr P. iYP. I �J P, J Hermes F. Norero, P.E. , Florida No. 73778 Page 5 of 5 .. I I,TI1 1; tr 1P. T--_ ;rACC_: II i I I I I — i �I�l III I� II �I i 4•!__— lilil� - -I � �I�L..!i� :� I I I it J Hermes F. Norero, P.E. , Florida No. 73778 Page 5 of 5