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WS-14-737Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 210788 Permit Number: WS -4 -14 -737 Scheduled Inspection Date: April 28, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , KALYANI VENTURES, LLC Job Address: 30 NW 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ABOVE BOARD RNC CONSTRUCTION INC comments REPLACE REAR EXT DOOR Work Classification: Door Replacement Phone Number Parcel Number 1131010170210 INSPECTOR COMMENTS False Passedf Inspector Comments a Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 25, 2014 For Inspections please call: (305)762.4949 Page 10 of 24 T(3 k o C36-5) 3 C-p C;�l BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 INSPECTION LINE PHONE NUMBER: (305) 762 -4949 V9 (' �S FBA -� 3 Master Permit Nd.�.1 \-1 Sub Permit No. BUILDING ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL EJPUBLICWORKS ❑ CHANGE CONTRACTOR CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: O IU 10 S%� City: Miami Shores County: Miami Dade Zip: 331 jy Folio /Parcel #: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): %/i11// U�r�s �C-. Phone#: Address: ���� �aC %%� d%'L �✓� City: /64/ ^4C State: Zip: Tenant /Lessee Name: Phone#: Email: ����,,>> /� CONTRACTOR: Company Name: l4le A4 ) ",e ��/�S� -� ��/✓!✓,phone#: Addr City: Qualifier Name: � Phone#: State Certification or Registration #: 7 67®9 "/ -7 Certificate of Competency #: _ DESIGNER: Architect /Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2-00 •1y Square /Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New d� [� Repair /Replace ❑ Demolition Description of Work:' kk�-bd�.�2/�v� Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Notary CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ �`6 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 no a app ro et( and a einspection fee will be charged. i Signature - Signature Owner or Agent I Contractor The foregoing instrument was acknowledged before me this I this day of 20 L'1, by '�Wzkvsa 5Srv� who is personally known tome or who has produced Pt-', NOT, As identification and who did take an oath The foregoing instrument was acknowledged before me day of /d 20,.by &beZ� 6C.J2, 1 who is personally known to me or who has % identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: = -4 °00;a_ pG21h, = P c�3 o0 : My Commission Expires: •.. �f9 \\�.� My Com ssW irea y Public State of Flotlds %11-1 �L ®R� ©P \���� ;y Joanna M Feliciano �����nl7n u�l \' c MyCommisalonFF082753 E* '1 01112!201 a *�t� * *� *�a� *t�� *aaa *a�aaa�a�x�t�* �� ** * * *a �� *� *a�� *aaa *a� * *aa * * *�sa�x� *x�ea a� � *a�a�x * *x�x� *aa * * *x�a *88888 *x�ax�ax�• G APPROVED BY ZI Plans Examiner Zoning Structural Review (Revised02 /24 /2014)(Revised 5 /2 /2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) Clerk OR, xvlof ROK� r Miami ores Village APPRO ��,r; j ,�� DATE KING DEPT i B LDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COl1N'lY RULES AND REGULATIONS K WA 3b x ), I AW t 5 �opz&-5� , FN� - g,:�`6D 30 NIW. qz °o 1 +tt' t S poeig: I 33 /,5'D Florida Building Code Online 4/10/14 8:24 AM J SCIS Home Log In User Registration Hot Toptcs Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map links Search Business. _ rocl Professional , s USER: Puubblic User° �I 1 Product Approval Menu > Product or Application Search > Auolication List > Application Detail FL * FLIS558 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and /or the Commission if necessary. Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By IELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 205 -1171 garyr @jeld- wen.com Gary Rollinson fbc @jeld- wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882 -3451 Ext2900 stevesa@jeld- wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http : / /www.floridabuilding.org /pr /pr app dtl. aspxT param- wGEVXQwtDgvKrnQdIOUtQt jYlylOg7j %2ftl3jOkuyjizYgeFdpXfbuEA%3c[%3d Page 1 of 2 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 Summary of Products 4/10/14 8:24 AM FL # Model, Number or Name Description 15558.1 Energy Saver /Contour Opaque Wood Edge Steel Outswing Door w% or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL15558 RO C CAC NI011082.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2015 Design Pressure: N/A installation Instructions Other: Refer to Installation Instructions S -2104 for sizes, FL15558 RO II S -2104 SS.Ddf configurations, design pressure ratings, and installation details. Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.ndf Created by Independent Third Party: Yes IMEMI Contact Us .: 1940 North Monroe Street, Tallahassee FL 32M Phone: 850487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2013 State of Florida.:: Privacy Statement :: Accessibility Statement:. Refund Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparbnent with an email address Wthey have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hffL. Product Approval Act CIN eCr-_ `: +`gyp •w�� . http : / /www.floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQWDgvKmQdIOUtQUYIylOg7j %2fti3jokuyjlzYgefdpXfbuEA%3d%3d Page 2 of 2 NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors Certification No.: N1011082 3737 Lakeport Boulevard Certification Date: 05/01/2012 KJamatb 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.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Tel: (804) 684- 5124/Fax: (804) 684 --5122 NAM[ AUTHORIZED SIGNATURE: Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 312" x 6110" +6600 10.0 psf Yes CTLA -696W Single Max Panel Size: 3'0",x 61" +66/ -70 Installation Details: S -2104 14 OX/XO O/S Door - Opaque 415" x 6'10" 10.0 psf Door -Yes CTLA -696W Single w/Sidelite Sidelite- Glazed Sidelite -No Max Panel Size: 310" x 6'8" Sidelite DLO: 6" x 513" (1/8" Tempered Glass) Installation Details: 5 -2104 1-8 OXO O/S Door - Opaque 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 513" (1/8" Tempered Glass) Installation Details: S-2104(1-8) XX O/S Doors- Opaque 6'3" x 6110" +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 OXXO O/S Doors - Opaque 8111" x 6110" +57/ -57 8.55 psf Door -Yes Double w/Sideiites Sidelites- Glazed Sidelites -No Max Panel Size: XV x 618" Sidelite DLO: 6" x 5'3" (118" Tempered Glass) Institute. Inc./4794 Genroe Installation Details: S-2104 1-8 lei Mobwav/Haves. VA 21071, National Accreditation & Management Washinotnn Memorial Tel: (804) 684- 5124/Fax: (804) 684 --5122 NAM[ AUTHORIZED SIGNATURE: 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 Winter Park, FL 32789 A Perfect Solution in Every Drop 407.644.6957 PH Certificate of Authorization: 29578 407.644.2366 FX contact @buildingdrops.com Product Evadvlation Report Of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval R, 14 kepo ' . No. Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Steel/Wood 107-X81.25- (Maximum) Prepared For: 9If, L i t -- � -' ¢ 9' n w'. 3737 Lakeporl Blvd. Kfi-AT,atF� OR 97601 0 1%jJ11iriitt1,� �`% DES F. O �. ; • r Prepared by: 7 Hernies 9;. Norcro, P.E. Florida Professional Engineer # 73778 �� ;. • P •� ' ��/ Date: 05 /01/2012 T Contents: 1 Evaluation tion Details Pages 5 — 4 ��i�rE NA; � �N�`� 1 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' BUILDING DROPS a^/,\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD -WEN, inc. FL#: Date: 05/01/2012 Report No: 2035 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 81.25" (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. Limits 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. 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. 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 and Rule 9N -3.005 (3) for manufacturing under a quality assurance program 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) Hermes F. Norero, P.E. Florida No. 73778 �' Page 3 of 5 r BUILDING DROPS FL #: _ Date: 05/01/2012 A Perfect Solution in Every Drop Report No: 2035 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and su strates are as follows: Through Frame Installation: s A. For two by (2X) wood',buck substrate, use #10 Wood Sc rew 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),I;non- structural, wood bucking is employed, use 3116" 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: *Units meet water infiltration Irequirements corresponding to Inoted design pressures. 1 j I j j Hermes F. Norero, P.E. Florida No: 73778 i` Page 4 of 5 Design Pressure xx, xxO x, Ox"xO, Ox Positive 57 PSF* Positive 66 PSF* Outswin g Negative ! 57 PSF Negative 70 PSF *Units meet water infiltration Irequirements corresponding to Inoted design pressures. 1 j I j j Hermes F. Norero, P.E. Florida No: 73778 i` Page 4 of 5 6 SF BUILDING DROPS FL *: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 Report No: 2035 - Installation Method JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites v.oLI 11r. 16.41" TYP. 3.00 1Y . 3.00" 00" IYP. .00" TYP. 13.41" TYP 6.00" TYf TYP. � 00" 7Y . 00" TYF TYP. I II i t I I III I l t I I I I II I 5 ACES 3.85" I I 1 1 11 11 11 I 1 3.00" TY . 3.00" TYP--L . 3.00" TYF 3 nn" ry 7.00" TYP. nn" rvG FO SF T G SP, 1 SP) O 1 IO" 25" P. Hermes F. Norero, P.E. _ Florida No. 73778 Page 5 of 5 4 - - { Q 74.5° MAX. OA FRAME WIDTH 70.25' MAX OA FRAME WIDTH ® Steel .875° T1P. 125° 75° 75' MULL. 38625° MAX. OA lYF BAR TTP. PANEL WIDTH 36° MAX. OA F 7536' MAX OA fi? AWY8AM1C0=URB'-rW00,D®GEOPA0ff$ EEL OUTS MU WA PANEL WIDTH YP. r PANEL Woo fffflACIDOOR IV= WnH &WFFHOOFSVfiU 3 I.- THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORDA BUILDING COOE AND HIGH MOM HURRICANE ZONE 'H r REW1REMENTS 2 WOOD 81M BY OTHERS, MUST ESE ANCHORED PROPERLY TO TRANSFER LOADS TO THE SIRUCTURE .1 PRODUCT ANCHORS SHAM BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. V41S PRODUCT 19M THE WATER REQUIREMENTS FOR WHZ° ZONES SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI -DARE APPROVED IMPACT RESISTANT SHUTTERS. 7. MAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELIIES 8. SIDEUTES ARE Al OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDIRM INSULATED STEEL DOOR (Camrwn to d (mare co dMw) COMPONENT CONSTRUCTIONS: Face sheets: 24 ga. (0.0201 mialmum thickness, Galvanized Steel A -525 commercial quality - AKDQ par ASIM 620 with average minimum yield strangth Fy(ave.) =24,600 psL Core design: Expanded polystyrene with 1.0 to 125 lbs. /cf density, by JELD -WEN, WC. Door Panel , .struc Ian: The active and inactive panels are constructed from 24GA. (0.020° min.) galvanized steal The face sheet fops and bottom are- bent 90' over the top and bottom roils. The top LVL roll measures 1.67° wide x 1.042° high. The steel bottom rail is rag formed 0.021' galvanized SW measuring 1.67° wide x 121' high. The sides of the face sheet are roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67° x 1.0. The Interior cavity is filled with polystyrene. The face streets are glued to the polystyrene. Fixed Lite Const: The sash is constructed from 24G4. (0.020° min.) galvanized stat The edges of the face sheet we bat 90' over the poystyrene caw and glued to it The sidellie panels are routed to receive the ODL Up Lb Frame or the..optk -L- m} Light fb=- (See sheet 7 for gtazinq _. __ details.) The Re frames are sealed w/ OSD glazing compound on the exterior. Frame Conslmctian: The frames am constructed from Ponderosa Pine jambs measuring 125' wide x 4.5625° deep. The door and sidelite head jambs are mortised and butt joined to the side jambs and attached with (3) 16GA. 2' x 7116' crown wire staples.' The units use a standard bump face Pemko threshold measuring 4.041' dap x 1.0' high. The threshold is attached to TAELEOFCONTENTS ®® AJAX. MAX. OA OA PANEL PANEL HEIGHT HEIGHT 8125° ® I 81.25' 9 1 11 O OVA. ® VA FRAME FRAME HEIt&IT HEIGHT � 0.625' - -- -- - - -- 0.75 °. 0.625° rAGM E OUTSNNHG IMPACT UNIT (XXT 107' MAX OA FRAME N� - - $7.75' MAX OA VIEWED FROM EXTEI2fOR 875° 125' 75 -MULL Fi4 WIDTH IYP. 36.625° MAX OA BAR TY. IF 875' 11P. 36' MAX OA PANEL WIDIN 36' MAX OA PANEL WIDTH W /ASIRAGAL PANEL WIDTH ED n 09 1 19 94ACTIVE ACTIVE 80' or MAX MAX. OA. OA PANEL PANEL HEIGHT HEIGHT 8125° a 8125° 9 MAX -XL - - OA ® - - OA O FRAME FRAME HEW HEIGHT 0 11 r 11 AN 0.625° 0.625' ` \ \\ F. SINGLE OLASWWG IMPACT UNIT (X) TABLE 1: VIEWED FROM EXTERIOR Sri DESIGN NFI110" REMO MDN1 5 M DO x -0 $T T ) NON-WPACr �EIIrES +66 psf -70 pst� �gitaily signed by Hermes F Norero, P.E. .N cam ODOR WT (A OA no, 000) eason: l am a rovin this document � p s'M B/010 NON- IIPACT SPRIIESS +57 psi -57 pst PP 9 ia>� AN Mate: 2012.05.0717:51:35 -04'00' rates � 15.5' MAX. OA SIOEUTE FRAME WIDTH 14' MAX. OA PANEL WIDTH 9 a m Cd 6* MAX Z�H OA D.L.O. WIDTH 5 63.125' a MAX. �iad OA D.LO. HEIGHT 63.125' MAX. OA D.I.O. HEIGHT DOU F OUTSWWG IMPACT P o. P�-=- 4 SINGLE OUTSSWNG IMPACT sm171rs VIEWED FROM EXTERIOR 2 WIT (OXO) W/ NON- IMPACT � ELITES W DFWE FROG j p 15.5' MAX. OA 0 p =s m SIDEUTE FRAME WIDTH S !, 14' MAX OA W n3 PANEL WIDTH D a ° a MAX OA D.L.O. WIDTH 63.125' MAX. OA D.I.O. HEIGHT DOU F OUTSWWG IMPACT P P�-=- 4 4-8. sm171rs VIEWED FROM EXTERIOR � i r 0.75' MIN. CONCRETE/ CONCRETE/ EDGE DIST. MASONRY MASONRY 1.50° BY 0TH BY OTHERS MIN. 1.250 as. MAX. • _. �;•.. WOOD 0.75' MIN. CONCRETE/ EDGE DIST. 1 MASONRY 1.50' 2 BY 0TH MIN. �� , /,/ ,, • _. FINGER JOINTED PONDEROSA Z �w{ W CL �O ggz O OW °0 3 Q. ILI TEWAL � 1 %/� ��� STEEL 2 0.250' t �� , /,/ ,, • ", FINGER JOINTED PONDEROSA WOOD 4 /i WOOD 5 4' x 4' 12 BY HAGER 6 MAX. STEEI 7 DOOR LATCH STILE LVL 8 1 OUTSIWNG PBIKO BUMP FACE THRESHOLD ALUMINUM SEE DETAIL 7 BRAD TRIM NAIL 16G4. X 1 FOR MULLION CAP STEEL 10 11 FOAM SHIM SEE DETAIL 7 LVL 12 32 STEEL 13 DOOR HINGE STILE FINGER JOINTED PONDEROSA PI ON SHEET 5 14 PO x 1 314- PFH WOOD SCREW STEEL 1 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WOOD ON SHEET 5 - STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 16. cf DENSITY BY JELD —WEN PON 16 NOT USED — 19 2x WOOD SUB BUCK WOOD 20 SHIM 025' MAX. INK. HIGH DENSITY PLASTIC OR GRFAffR 21 KWIKSET 400 SERIES KNOB 31 22 KMKSET TTTAN 700 SERIES DEAMT NOT MOWN STEEL 23 8 x 1 1 2 PIASCREW GOL LITE FRAME SIEI 24 17 STEEL 25 EE NOTE 6 ON 29 SHE 4 STEEL 26 SEE NOTE 3 0 STEEL 27 #10 x 2° PFH WOOD SCREW 10 28 MW110N CAP WOOD 29 SILICONE CAULK CR LAWRENCE 33 C SIdaw 30 GLAZING COMPOUND QSD BY ODL SILICON' SHT. 4 BRAD TRBI NAIL 16GA x 3 4° FOR 3 8 QUARTER. ROUND. STEEEL. 32 318" QUARTER ROUND SIDEUTE STOP WOOD 33 CORNER BLOCKS FOR STEEL DOUR BOTTOM RAIL 1.750° MIN 34 SCHIAGE KNOB SET 051 1.750° MIN. 35 SCHLAGE DE40BOLi #8= NOT SHOWN STEEL 36 SIDE UTE STEEL FACE SHEET 24GA 0.020° W. STEEL 37 1 8 OVERED GLASS BY PPG GLASS 38 PANEL THK POLYPROP. 39 PANEL THK. P.T. WOW 40 36 ALUA MIM 41 ASTRAGAL STRIKE PLATE BY IMPERIAL SIM 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DFADBOLT HERITAGE SERIES NOT SHOWN STEEL 44 WEIM FRAME HEAD, SILL AND JAMBS (FINGER JOIMEO PONDEROSA PINE) WOOD 45 1 POLYPROP. 46 112' INSEILATED TEMPEREO GLASS BY TRINITY AMPAC GLASS 47 FRAME BY TRI TY FOR 1° GLASS POLYPROP. 48 1 ULULATED TEMPERED GLASS BY TRINITY AMPAC GLASS SEE NOTE 2 ON 2 LITE FRAME SCREW 6 x 1 112- LONG PANHEAD BY TRINITY STEEL 50 GIAZ= COMPOUND DOW 1199 SIUCONE 51 110 WOOD WTALLATION SCREW W 1.50' MIN. EMBIDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 LXX)R LATCH DEAD BOLT STRIKE PLATE �A !Ti SHT. 4 38 45 MIN. `i GLASS THK. 1NiERfOR ::` EXiERlOR 1VT�10R EXTERIOR 81.25° 80.0° 81.25° 80.0' MAX. MAX' MAX. SEE GLAZING MAX. OA PAONAEL O.A. DETAILS, SHEET—,,, 7 PANEL HEIGHT HEIGHT HERE HEIGHT SEE NOTE 2 ON 3 SHE 4 2 38 1 36 - -— ON SE—NOTE-6- 29 - ;..:,• 1 10 5M 4 32 NOTE 8 ON 16 REE NOTE 9 ON ., •: ; `. 3 SHE 4 SEE SHE 416 SEE DETAIL 7 NOTE 3 g 12 ON SHEET 5 ON 4 625° 1.25° !: ° „•: ' ' MIN. ": •' ± :., ,; 2.50° MIN CONCRETE / EMa• 1.75° 2.50° MIN; CONCRETE MASONRY / ANN. EDGE D1S7 M� y MIN. EQGE DIST BY OTHERS EMB. SY CAZ VERTICAL CROSS SECTION VERTICAL CROSS SECTION WITH HIGH DAM THRESHOLD AT SIDELITE SASH Z �w{ W CL �O ggz O OW °0 3 Q. ILI TEWAL � 1 DOOR STEEL. FACE SHEET 24CA. 0.020 MIN STEEL 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA WOOD 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD 5 4' x 4' 12 BY HAGER 6 #9 X 1' PFH WOOD SCREW HINGE TO DOOR) STEEI 7 DOOR LATCH STILE LVL 8 1 OUTSIWNG PBIKO BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 16G4. X 1 FOR MULLION CAP STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE FINGER JOINTED PONDEROSA PI WOOD 14 PO x 1 314- PFH WOOD SCREW STEEL 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WOOD 16 3116- ITW TAPCON ANCHOR W1 1 1/4- MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 16. cf DENSITY BY JELD —WEN PON 16 NOT USED — 19 2x WOOD SUB BUCK WOOD 20 SHIM 025' MAX. INK. HIGH DENSITY PLASTIC OR GRFAffR 21 KWIKSET 400 SERIES KNOB STEEL 22 KMKSET TTTAN 700 SERIES DEAMT NOT MOWN STEEL 23 8 x 1 1 2 PIASCREW GOL LITE FRAME SIEI 24 8 x 2° PFH WOOD SCREW STEEL 25 x 2 1 2- PFH WOOD SCREW STEEL 26 110 x 1 PFH WOOU I PEl&LASTRAGAL JO DOOR STEEL 27 #10 x 2° PFH WOOD SCREW SREN. 28 MW110N CAP WOOD 29 SILICONE CAULK CR LAWRENCE 33 C SIdaw 30 GLAZING COMPOUND QSD BY ODL SILICON' 31 BRAD TRBI NAIL 16GA x 3 4° FOR 3 8 QUARTER. ROUND. STEEEL. 32 318" QUARTER ROUND SIDEUTE STOP WOOD 33 CORNER BLOCKS FOR STEEL DOUR BOTTOM RAIL MOF 34 SCHIAGE KNOB SET 051 STEEL 35 SCHLAGE DE40BOLi #8= NOT SHOWN STEEL 36 SIDE UTE STEEL FACE SHEET 24GA 0.020° W. STEEL 37 1 8 OVERED GLASS BY PPG GLASS 38 DIX UTE FRAME SG SPARTECH POLYCOM PP5530 C13 POLYPROP. 39 PRESSURE TREATED MULLION BAR 3 4° x 4 9 16 x 81 114') P.T. WOW 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUA MIM 41 ASTRAGAL STRIKE PLATE BY IMPERIAL SIM 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DFADBOLT HERITAGE SERIES NOT SHOWN STEEL 44 WEIM FRAME HEAD, SILL AND JAMBS (FINGER JOIMEO PONDEROSA PINE) WOOD 45 LITE FRAME BY TRINITY FOR 112- I.G.U. POLYPROP. 46 112' INSEILATED TEMPEREO GLASS BY TRINITY AMPAC GLASS 47 FRAME BY TRI TY FOR 1° GLASS POLYPROP. 48 1 ULULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 49 LITE FRAME SCREW 6 x 1 112- LONG PANHEAD BY TRINITY STEEL 50 GIAZ= COMPOUND DOW 1199 SIUCONE 51 110 WOOD WTALLATION SCREW W 1.50' MIN. EMBIDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 LXX)R LATCH DEAD BOLT STRIKE PLATE �A !Ti STEEL Z �w{ W CL �O ggz O OW °0 3 Q. ILI 1 � ` -Z 7 . O -o .: TA ' ce = �'�O ••. Q Q..: �w '�fa'Yri o.e. AOr \ �` gr a3%20aYe Prepared BY. ` &NZNG Phorre: 4070 - 544. 6957 Fa %: 407-644 -2366 DATE: 9 -11 -01 SCALE: N.T.S. DWG. BY: JWJ cwc BY: S. SAFFELL DRAWING ND.: 5 -2104 s EEr _L of 8 1 � ! .- " SEE NOTE 4 i9 20 52 t� 15 21 13 �& Q J�3 20 19 JON SKT 47 ON SHf. 4 '��'' ''�S'' °>1 T OR EXTERIOR -, gj 1.750" MIN. ci ° e PANEL THK CONCRETE/ to d / /// /�� /. j� a MASONRY 6.• \ ° BY OTHERS iNiERIOR I� / ° a 1 R • °- '• . -. ' °; Zap 0.75° MI a de °' \\ 51 10 1 17 17 i 10 51 % /// 0.75° MIN. x y� EDGE D ,a .. SEE DETAIL 5 SEE DETAIL 5 / ° ° EDGE DIST. oa bx ON SHEET 5 < -. -- -- - -- -._ ON SHEET 5 _ - - -- -- — _. —_ -- ce�n e 0250' MAX CCU HORIZONTAL CROSS SECTION i01HORiZONTAL CROSS SECTION- SHIM LATCH JAMB TO BUCK HINGE JAMB TO BUCK 025Q° oaxo m o 1.50" MIN. SHIM .50° MIN CONCRETE/ EMBED. EMBED. BY OTHERS a o SEE N07E 1 & ON SHT. 4 26 � ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a a 1 15 1 7 40 52 7 1 15 21 42 34 B 0.31° DA x 9.0° I.G. AT TOP & BOTTOM -5 5 INACTIVE lOTEROR ACTIVE c Nil SEE NOTE 26 1 SHE 4 Mill DETAIL 1 1. i 111 1 ASTRAGAL TO S17LE ATTACHMENT ^ ^o 21 o 0 1.750° MIN NOTE: ITEM 24 NOT SHOWN THIS c PANEL THK \ WEW FOR CLARg'tt i i ltt 1" n o 9 INTERIOR �` tiS F. t ���i, w o cs m SEE DETAIL � .•: ATE 9 -11 -01 SEE NOTE 4 y_r °. O srxE N.T.S. ON SHE 24 1 ON THIS 10 1 17 7377P, c Prepared By SHEEP i TJ�T u dwi HORIZONTAL CROSS SECTION n _ Q AT DROPS, :SAFFELL IMPERIAL ASTRAGAL i r..E rv� �� BUILDING INC. 5 -2104 Phone: 407- 644 -6957 rmE .yr n taJ.%as°75 For 407- 644 -2366 3 of 8 i DETAILS, L SHEET 7 SEE NOTE 6 ON SHE 4 7 CD 15 Z \ 10 Y�SEE NOTE 5 1 1 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 _-- --- ____ -- HORIZONTAL CROSS SECTION AT SIDELTTE TO LATCH JAMB r1.750° MIN. EXTERfOR I PANEL THK. ' 6 SEE NOTE 5 25 jv� ON SHT. 4 SEE DETAIL 5 ON SHEET 5 n HORIZONTAL CROSS SECTION NOTES: CONCRETE/ / 1. SPACING FOR ITEM J26 THE J10 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY AS FOLLOWS: FROM THE TOP DOWN & THE 80TT0M UP: 1.0 , 2.5 , 4.0. 5-57, 13.0 , 18.0" & 26.0'. BY OTHERS 2. SPACING FOR ITEM J23 THE 18 x 1 112" PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL 3.0" IN FROM EACH CORNER. ON THE SIDES, VERTICALLY. FOR THE SIDELITE PANELS: 3.0° 13.0 ", 26.0 ", 39.0 °, 52.0" & 63.0°. °a J. SPACING FOR ITEM 131 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM J9 THE 16GA. X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND) 1.25" IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8" QUARTER ROUND & MULLION CAP): 1.25" FROM EACH END & SIX MORE — EQUALLY- SPACEI - ON- TFLE -FELD. - - -- -- - — -- - - -- -- e: a 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A $8 x 2 112" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE REM J24, A #8 x 2" ° PFH WOOD SCREW. ° .• 5. SPACING FOR ITEM J25 THE 18 x 2 112" PER WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, 44. ° IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND a , 318" QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 314" LONG. 0.75" MIN. ° Z WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2" PFH SCREW, WHEN ATTACHING EDGE DLST °� .• THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #14, A $10 x 1 314" PFH -WOOD SCREW. ° 8. SPA ING FOR ITEM #49 THE 16 x 1 112" PANHE AD SCREW (TRINITY LTTEFRAME) IS AS FOLLOWS: SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY: 3.25", 18.0625 , 32.8125-, 47.5625" & 62.625 "1 a SIGEUTE LITEFRAME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375 ". ° °• a 9. ALTERNATE CONCRETE /MASONRY INSTALLA77ON ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLA77ON. 10. - USE ITEM #51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM J25 WHSN INSTALLING iWO MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. AT SIDELITE FC HINGE JAMB NOTE 3 SHE 4 SEE NOTE 2(9 / ON SHT. 4 ��� 29 SEE NOTE 6 ON SHT 4 SEE DETAIL 5 ON SHEET 5 L 0.250° MAX. SHIM s f NOTE 7 SHE 4 SEE NOTE 2® 1 _ � z ON SHT. 4 O >< CCw F• N.T.S. SEE GLAZING pia � �3 DETAILS, SHEET 7 =ozo �i SEE NOTE 2® ,ovma ON SHE 4 SEE NOTE 6� b 2 a0� z ON SHT. 4 O >< CCw F• N.T.S. SEE GLAZING pia � �3 DETAILS, SHEET 7 =ozo �i o: X87 � o SEE GLAZING DETAILS, SHEET 7 EXTERIOR 0.125" MIN. I INTERIOR GLASS THK. ,ES F. 'iii ,ovma '��^dsF'•: Ao Plc r37'?' S �\T,� F 'tl r Y n . 7B Prepared SY Q BUILDING DROPS, m Plrona. 407- 644 -6957 Fox: 407- 644 -2366 DATE: 9 -11 -01 CCw F• N.T.S. DWO. BY: JWJ o4K BY: S. SAFFELL DRAW= NO, S -2104 sREEr 4 of 8 . ,. MAX. OA FRAME WIDTH - SEE DETAIL 2 ON THIS SHT. TYP. .50 ° 6.00° IYP. 12° i.50 .00° TAP. 6 TYP. 1 III 1 1 1 1 4j. 51 51 TYR TYP. 31° 5 SPACES ® 13.85" SEE DETAIL 5 81.25° ON THIS SHE MAX. OA HEIf _ 5. _ ml� - rr SEE DETAIL 4 ON THIS SHE TYP. 7 . j SEE DETAIL 3 ON THIS SHL - DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 25 16 14 2 SEE NOTE 7 SHEET 4 / \ 41 / O \ //' \ \ s DETAIL 2 - ® HEAD JAMB - DETAIL 3 - ®THRESHOLD `DETAIL 4 ASTRAwaL STRIKE Pe4TE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR MAX OA FRAME WIDT 4.55-0' T1(�P-- 9.00° TYP. ° T^Y- DO° TYP. X 3.00° I I I QO° TYP. SEE DETAIL 6 ON THIS SHE iq H m Ham 6 TYR 5 SPACES ® 13.85' 81.25° MAX. QA FRAME HElfW TYP. 7 . j SEE DETAIL 3 ON THIS SHL - DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 25 16 14 2 SEE NOTE 7 SHEET 4 / \ 41 / O \ //' \ \ s DETAIL 2 - ® HEAD JAMB - DETAIL 3 - ®THRESHOLD `DETAIL 4 ASTRAwaL STRIKE Pe4TE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR MAX OA FRAME WIDT 4.55-0' T1(�P-- 9.00° TYP. ° T^Y- DO° TYP. X 3.00° I I I QO° TYP. SEE DETAIL 6 ON THIS SHE iq H m Ham O a 3.00° TT.--j I- I } -� �- 3.00° iYP. 5 3.00° TyP �J l� l._.l 7.00° TYP. .15° MIN. O SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS - - -r - "- -- VIEWED FROM INTERIOR I 16 51 25 1� 5 SEE NOTE 10 \ ` ON SHEET 4 QUAIL F 7l ff ff NTERSINK FOR INSTALLATION ANCHORS .l 5.50° I I 24 2 �����• :.�'C' .. � �' onh: 9 -1 f -Of 7 SEE NOTE �Pi Prepared By N.T.S. 4 SHEET 4 = * = owc. er: JWJ _ _ ► $TgT,E (3F O cwc. ar: S. SAFFELL °10 "BlhtDHJG'DROPS INC 5 -2104 DETAIL DETAIL 6 afar IA.. c . �• STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB ' `1. Phone: 407 -644 -6957 MIE 3m For 407- 644 -2366 Sir S OF _A_ DETAIL DETAIL 6 afar IA.. c . �• STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB ' `1. Phone: 407 -644 -6957 MIE 3m For 407- 644 -2366 Sir S OF _A_ I •., r 107.00° MAX. OA FRAME WID SEE DETAIL 2 J4, ON SHEET 5 i OR 5 SPACE: ® 13.& 81.25° MAX. OA FRAME 3.0 SEE DETAIL 4 ON SHEET 5 DOUBLE DOOR WITH MOEM ANCHOR LOCA17ONS VIEWED FROM INTERIOR SINGLE DOOR WITHOUT SIOELM ANCHOR LOCATIONS VIEWED FROM INTERIOR _0,1, c Fil r mo� 2Q ZOO o0 p Xf7j y Paz ?o 0 CL a a� y> F CJ v 'gT'TEc�F �� v..c ++a• �c �� i M A �@` FSK jCf �@�aeme Prepared Bl,. BUILDING DROPS, INC. Phone: 407 -644 -6957 Fax: 407- 644 -2366 ScNE N.T.S. r, � cr+u Br: S. SAFFELl S -2104 SHEET _L OF 8 r r, � . I , EXTERIOR 50 m O T 0.125' MIN. Zvi V TEMP. GLASS Z C N . ICKNESS INTERIOR 0.50° GLASS BITE 1 29 50 29 46 50 38 2 SEE NOTE 2 ON SHE 4 Z EXTERIOR 0.500° MIN. io GLAZING DETAIL 1 „3 '• 3 GLASS mK 0 125° TEMP 0.250° AIR OOL LITE FRAME SINGLE PANE 1' GLASS a a _ SPACE 7/8° TEMPERED GLASS 'i; — - - - -- - W oz SPARTECH o 0 POLYCOM PP5530 C13?z 3 38 ;j;G3 w oo ro c� M21 0.50 .25° x .50° 0.125° TEMP. M INTERIOR 0.50 INTERCEPT GLASS �� o GLASS STEEL SPACER SITE & � � 50 SEE N07E 8 a a 17 29 29 48 50 45 49 ON SHT. 4 " EXTERIOR 0.125° TEMP, GLAZING DETAIL 2 ° �`•`•` :. , GLASS TRINITY LITE FRAME w 112° INSULATED TEMPERED GLASS zz GLASS THK. .750° AIR SPACE 45 B 0.125" TEMP. NOTE-. INEERC ALL GLAZING CONFIGURATIONS INTERIOR STEEL SPACER GLASS SHALL COMPLY WITH SAFETY 0'° GLAZING REQUIREMENTS OUTLINED o o o GLASS IN FLC SECTION 2406. c 50 4 49 SEE NOTE 8 ��J�`�F ''i' w o o m <� ON SHE 4 . tt, p 9 -11 -01 Z' �� I O r SCAl N.T.S. GLAZING DETAIL 3 N � , 7 , : Prepared By TRINITY LITE FRAME DWG. B+': JWJ 1° INSULATED TEMPERED GLASS v �gT' f CNK. Bf: S. SAFFELL LUPOY EU -5007 f�O i� R9 ; �<u LD � OPAW NG 5 — N2O.: 14 B(ILOG OROP$ INC. Phow 407 -644 -6957 e � 04 — ema ,qv W20M For 407- 644 -2366 • 0, a F- 7.670° --{ - 1.670° }-- 1.670° � 1.670" � 4.5625" I I--T I 2.188° ° t.000° 1.000° 1.042' 1.250° j // 0.750° i2 � (BOTTOM 1 � 13 FINGER JOINTED PONDEROSA ODOOR LATCH STILE 11 R TOP 2 3 WOOD JAMB PINE WOOD 4 44 PONDEROSA PINE �Isj�01 33 CORNER BLOCK FOR BOTTOM STEEL Ra1L - �1D T -LONG 4.041" 1.500" 1 /� I -^{ 0.624' 1.7150' Prey BY' J`c7Pj ASTRAGAL HAS TWO 0.3125' DA. x 9" LONG BOLTS; 1 ON TOP, 1 ON BOTTOM r �n ••' t' F �� Lij 1.025' OASTRAGAL (IMPERIAL) 6063 -T6 ALUMINUM L --I I+- 0.513° ij:ffi•3 =1 --J � 0.125' 9" I I :::;:;: 0.380° 0.500 1.544° :: 1.544" 5_� 1 I::::............. 0.140° 1.750 °� ' F�1.750 °0'530° 2.521° �� 2.519° 10 M-QNLO� �P 1/2° .G. OL 1 TE FRAME 47 ° POLYPROP. FRAME 1 8° POLYPROLP. FRA TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIAL - ��- OOL PJASIIC LITE KIT MATERIAL APPROVED UNDER A212LL82 8.01 APPROVED UNDER NOA #07- 0828.01 APPROVED UNDER b"0-1209.01 1.250" t[] r 0.866° 0.482" 0.585° 0.375' � 0.375° �--T ® I @a' 2 3�8SIDELITE STSTOROUND 2.500' 0 1.736'0.6 2.040' OO 2.137° 1.012 ® O 1.375" I- L O O --I 1.381 ° 0 0.097° 4.000' ASTRAGAL. STRIKE PLATE 52 DOOR LATCH STRIKE PLATE DOOR LATCH DEAD MULLION CAttP HAGER STEEL BUTT HINGE 41. ( IMPERIAL 0.125' STEEL) STEEL @BOLT STRIKE PLATE 28 PINE (81.25' LONG) O4° x 4' x 0.097" THK. STEEL STEEL -1 1 .875 DAL VARIES WITH HARDWARE USED WOOD LOCK BLOCK 15 FINGER JOVIED P')NOEROSA PWE 1.7}0 "� \� \ \\ 0.582° 1.01 4.041" /� 0DARD BUMP FACE THRESHOLD 10,4UMINUM - BY PEMKO ell %j ,WO0D INSERT �p Prey BY' J`c7Pj r �n ••' t' F �� Lij 1Z BUXOM BUXOM DROPS. INC. t Phone: 407 -644 -6957 F a,qv au �x3��s�e I Fax 407 -644 -2366 gcr) c-mg Ifid i ox a a,� z t WO 9 -11 -01 N.T.S. BY.. JWJ er: S. SAFFELL S -2104 B OF r 4 0 r RAMMS ENGINEERING, INC. Kd =.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Area in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 _ 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 1 49.4 1 48.1 1 47.1 46.4 45.7 60 53.7 1 51.2 1 -49.8 1 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Area in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 - 43.8 -42.0 - 40.9 -40.2 -39.6 -39.1 20 - 46.4 - 44.4 - 43.3 - 42.5 - 41.9 -41.4 25 - 48.4 - 46.4 -45.2 - 44.4 - 43.8 -43.2 30 -50.5 - 48.4 -47.2 - 46.3 - 45.6 -45.1 40. -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 1 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 1 -58.2 -55.8 1 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Ex osure'C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, TH utary Area in Square Feet 10 20 30 40 50. 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 - 15 -54.1 -50.4 -48.3 -46.8 - 45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 - 48.3 -47.3 25 -59.8 -55.8 -53.4 .-51.7 -50.4 -49.4. 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0-, --5$.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 �59. bt Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever I Cut not less than 4% of least horizontal dimension or 3 ft:- (h. = mean roof heig t t NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS.