Loading...
WS-08-579CHANGE FRONT DOOR Passed � Inspector Comments E CG -- i3 . y 01 5 00, ((z . A I/2.b r� 6S f� Prd S`0 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/23/2008 Inspector: Inspector, Default Owner: ALMODOVAR, BERNICE Job Address: 182 95 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, September 22, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Shutter Attachment Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1131010330650 Lot: Page 2 of 2 CHANGE FRONT DOOR Passed Inspector Comments , SOte/WS 01)/L- 1)44125 Ac S rte., !LP , / 11Ca r !-3 1)- Ai,/,,,,., /VD 4 , Ni0 D l9 sG s '". Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/02/2008 Inspector: Grande, Claudio Owner: ALMODOVAR, BERNICE Job Address: 182 95 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments Friday, August 29, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 III Z SEP 0 Permit Type: Windows /Shutters 0 d3S Inspection Type: Final Work Classification: Window /Door Replacement se 2 II 4 t; Block: Phone Number Parcel Number 1131010330650 • Lot: Page 1 of 2 Project Address 182 NW 95 Street Miami Shores, FL 33150- Owner Information BERNICE ALMODOVAR Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) HOME OWNER • Phone CeII Phone Type of Work: DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $5.00 $110.00 $3.00 $2.75 $121.55 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Expiration: 09/30/2008 Parcel Number 182 NW 95 Street MIAMI SHORES FL 33150 -1712 Total 1131010330650 Block: Lot: $ 0.00 $ 0.00 Payment Type: Phone Amt Paid I Amt Due r,t 5 F5 . 12_) APR 0 3 pmp Applicant BERNICE ALMODOVAR Available Inspections : April 03, 2008 Date Cell Inspection Type: Window Door Attachment Final Shutter Attachment Final Shutters Thursday, April 3, 2008 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Tenant/Lessee Name Contractor's Company Name Contractor's Address City Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Owner's Name (Fee Simple 1 e older) Re /2/l1 /C-G &"7 # Owner's Address 1e. City State <g Zip '3 3/ / . 0 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO State Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: DAddition DAlteration DNew epair/Replace ❑ Demolition Permit No. Q Si 9 Master Permit No. Phone # Zip Square / Linear Footage Of Work: Phone # �4' S - ` 7 57 7 — / P'/ * * *** * * * * * * *,t*** * * * *, * *, *, *** * **** * * * *F * * * * * * **** * *** * * * * ** *** *** *** * * ** * * *** * * * ** Submittal Fee $ Permit Fee $ 80 // ,- Notary $ 5.00 Training/Education Fee $ 0 0 Scanning $ (I " 00 Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Zip CCF $ Q •(00 CO /CC Technology Fee $ (2 IS Zoning $ Structural Review. $ Total Fee Now Due $ •SS See Reverse side -* APR 0 2 2308 z B Y: Roofing Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 .- 2.44- (?-e Owner or Agent Contractor The fore oin instrument was ac owledged before a thi 2' The foregoing instrument was acknowledged before me this day of 2 c// by AI ( e) 4 VOu, day of , 20 , by , who personally known to me or who has produce gife who is personally known to me or who has produced ' ►'S Ij • . ► '2I As identification and who ,fin oath. as identification and who did take an oath. N I ARY PUBLIC: 0�� ^o �� er d'ete " (Revised 02/08/06) Sign: Print: My Commission Expires: APPLICATION APPROVED BY: NOTARY PUBLIC: Sign: Print: My Commission Expires: -( / Plans Examiner Engineer Zoning t q.9, ,01/ q- i �•/'✓yLIJTJ C f V ow-i 9 0 — - Lq ) .'Le` rt,A Aee■ idAge/ 8_1414C‘f VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: &Z4/ fry • DATE: ADDRESS: !'l� /V Gr/ r � :� ( . 3 - Do hereby petition the Village of Miami Shores tooact as my own contractor pursuant to the laws of the State of Florida, RS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one-family or two-family residence. You may also build or improve a commercial building at a cost of $25,000:00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that efnplgyee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 1 4, I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code –. only if the structure meets the minimum code. Initial 4:4 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigat&any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed Company-or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Produced there License or '9 OWNER Initial X/9 Was acknowledged before me this a day of Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my with out first obtaining the proper permits by licensed contractors. Initial B y 6e vu CC/ t ` MAI/err who was personally known to me or who has PERM' : V\JSAVS 519 Miami Shores Village APPROVED ZONING DEPT BY NM M DATE BLDG DEPT SUBJECT TO COMPLIAN1W1 i H ALL FEDERAL gTATP AMC) CnUNTY RULES ANtEGULATI0NS • • • • •• ..... • ••••I .•• l • ••• •••• • •• • • • • • 1. • � ? A®R 02 DOB 6 • • • •. • • ...... • • • ...... • • • • •••• • • • • ....•• • ..... ..... ...... • • ..... • . • • • • • •• . • •••• • •..... • • • •• • • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: / g - 4 ) r rs( Permit No.:J ?-... S Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required pact iD or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ord 01.I ri I r friarA I reall tea NH re I I ( +) PSF () PSF Fre. Mill ( +) PSF ( -) PSF Iii: WO.Xi.t All Mlle WINIIIIIIMOBNINIA . . ... •- • • �• _ •.•.- . . , • • • • • • • • • ••. • • •• • • : •.. • • • :: • .. ; : • • : : - : • • • • . • • • • • • • • • • • • • • • • • • • • ••'• • .• • :. •• )4 ' MIAMI -DADE COUNTY` BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and tt1e WIZ may immediately revoke, modify, or suspend the use of such product or material within their jwisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cbunty Pro l • Control ...:. Division that this product or material fails to meet the requirements of the applicable urn kg code. • This product is approved as described herein, and has been designed to comply with t13q Florida Building • e, including the High Velocity Hurricane Zone. • •••• DESCRIPTION: ...... • • Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. -w/wo Sidelites —N.I. .: • ; ; • • APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque duttwing? Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through t.of 8, da 09/11/2001 with revision D dated 07/11/2007, prepared by PTC, LLC, dated 07/19/201?, signed ancl,stated by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant/ Non - Impact Resistant LIMITATION: Miami -Dade County Approved Impact Resistant Shutters are required for Double Doors and for Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02- 1211.18 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. Th- u 'tted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode • • • NOA No. 07- 0731.04 Expiration Date: August 15, 2012 Approval Date: December 20, 2007 Page 1 1111. • .1111 • • • • 1111.. • • .1111. • • ,Teld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09 /11/2001 with revision D dated 07/11/2007, prepared by PTC, LLC, dated 07/19/2007, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 .... ...... •, • • • • • 6) Large Missile Impact Test, per PA 201 -94 • . • • • .. : • a14ng with marked -up drawings and installation diagram of Outswing and Inswing • •' •. good edge opaque steel door, prepared by Certified Testing Laboratories, Test Report • • • :r•e• CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. . . • • .... • • ; (Submitted under NOA# 02- 1211.18) •••••• C:•••: CAI%L • 1. ...Anchor verification calculations and structural analysis, complying with FBC -2004, • • • • • • • S. • * prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. • . • • • • • • . CBmplies with ASTM E 1300 -02 .. . • .. D. • ' QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04 /11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 3. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 11/11/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) G. OTHER 1. Notice of Acceptance No. 02- 1211.18, issued to Jeld -Wen, Inc. (OR) for their Series "Outswing Opaque Wood Edge Steel Door Up to 107 "x 6' -8" Units ", approved on 01/30/2003 and expiring on 08/15/2007. E -1 J. me D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.04 Expiration Date: August 15, 2012 Approval Date: December 20, 2007 JELIEN® Steel 8'-0 fJr>e S1EIL f 11SWbIKi HIPACTOOGR(AW1SR7M& WITMOMTWIRMS J SEVERAL MITES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE (i7/ 2005 & 2005 SUPPLEMENTS) AND HIGH VELOCITY HURRICANE ZONE WIN' REQUIREMEH75. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY 1O TRANSFER LOADS 10 THE STRUCTURE 3. PRODUCT ANCHORS SHAH. BE AS USHFD AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL OE BEYOND WAIL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RA11806. 5. 1}85 PRODUCT METZ NNE WATER REQUIREMENTS FOR ,flMZ' ZONES. SEE THE DESIGN PRESSURE CHART BELOW 6. SIDELITES REQUIRE MIAMI-DAOE APPROVED IMPACT RESISTANT SHUTTERS. 7. MGIMI -AADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR DOORS W/ AN OXXO & XX CONFIGURATION, BUT NOT ON OX, X OR OX0 CONFIGURATIONS. 8. SWEIJIES ARE AN OPTION AND CM BE USED IN A SINGLE OR DOUBLE CONFlGURAiiUN. TIEPOFNTM MUTATED STEN. DOOR Mammon Nab frame +oEare1 COMPONIN T CONSTRUCTION: Eagg.Afgetg 24 go. (0.020' minimum thy, Galvanized Steel A -525 commercial quality - AMC per AS1M 620 wlth average minimum yield strength Fy(ave. )'24.600 psi. DoLitggis Expanded polystyrene with 1.0 to 1.25 Ibs./cf densfly. by Door Parol Carw6uatlaa: The active and inactive panels are constructed from 240.4. (0.020' min.) gaNantzed steel The face sheet tops and bottoms are bent 90' over the top and bottom rails. The top at rail measures 1.67' wide x 1. 042' high. The steel bottom ruff is roll formed 0.021' galvanized steel meastuing 1.67' wide x 1.21" high. The sides of tiro face sheet are roil formed to the LW. latch etffe and Ponderosa Pine hinge stile which measure 1. 87' x 1.0'. The interior cavity is Sled with polystyrene. The fax sheets are glued to the polystyrene. • Fixed Lite Comet: The sash is constructed from 24GA. (0.020' min.) galvanized ebet. The edges of the face sheet are bent 90' over the polystyrene core Lite and glued to IL The sideNe panels are roubsd to receive the Frames or the optional Trinity ljght Frames (See sheet 7 for glazing details.) The lite frames are sealed w/ (SD glaring compound on the exterior. Frame Construction; The frames are constructed from Ponderosa Pine jamb* measurbtg 1 a � x butt Joined to t a jambs � head Jambs 0 60.4 2' x 7/16' crown wire staples. the units use a standard bump face Pemba threshold measuring 4.041' deep x 1.0' high. The threshold is attached to the frame wfh (3) 180;. 2' x 7/16' crown wire staples. r Siff } 2 3 4 5 6 7 UNIT COMPONENTS 1ABLEOFCCMFM3 DESCRIATi0N GENERA. NOTES AND TYPICAL ELEVATIONS VERTICAL CROSS SECTIONS AND BILL OF MATERIALS HORIZONTAL CROSS SECTIONS HORIZONTAL CAS SECTIONS AND NOTES ANpi0R8S LOCATIONS AND DETAILS ANCHORING LOCATIONS AND DETAILS GLAZING PETALS .875' TYP. 80' MAX OA PANEL HEIGHT 81.25' MAX O.A. FRAME PEW 0.625' 81.25' MAX OA FRAME HEIGHT .875' 1YP. 0.625' 80' MM. 0A PANEL Haag 74.5' MAX 0A FRAME WIDTH .125' 38.825' MAX OA 38' MAIL OA PANa WIDTH IV/ASTRAGAL PANEL WIDTH 37.75' WAX OA FRAME WIDTH 36' MAX OA PANEI. WIDTH ig C 9 DOUBLE OUTSWI NG IMPACT UNIT 000 • 80' MAX 0A PAT EL HEIGHT 81.25' MAX 0A FRAME HEIGHT Dia SWOT/ OUTSVING IMPACT UNIT (Xl • • • • • TABLE 1: VIEWED FROM 0X1ERlOR DESIGN PREP RAiANG -III RE GAMER 681241011 Blat NT 6 WEND • • SANE DOCK UNT (X, Oz, I0.OX0) w/WO NWN -85VCT SOEUIES DDWLE isolt 1817 (IDf, 0101 XXD, OXID) N/NO NCI OHI:PAC1 x TES • +66.6i po -71PpoS • • +57 po1•57 psf • 1 •• • • • 0.75 .• • • • • • • • • • •• 81.25' MAX. OA FRAME HEIGHT 80' MAX. O.A. PAOI HEIGHT • • • •i ° • .875' IMPACT Wei 0X1 0)FO 7r14 2,11;:+0): 0.75' -1 0.625' 107' MAIL 0.A. FRAME WIDTH 125' 75' MULL 36.825' MAX. OA TYP. 38' MAX OA PANEL WIDTH W /ASIP.40N P • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• • •• • • • • • ••• • • • ••• • 70.25' M K. 0A FRAME WIDTH .75' MULL BAR TIP. 38' MA ( OA MEL WIDTH ••• • • • • V ' �(�7� • • • • • • • �r&m6T • • • • • • • • • • • • • • Ftoride P. E No. 41 • • • 1 1636 cooe+eto Street. Suite CW Rode*" Redo 32856 .ePE M W R. at Auaedmeen NM 15.5' MAX. OA S1DEUtE FRAME WIDTH 14' MAX OA PANEL WIDTH 8' MAX 0A D.LO. WIDTH 6' MAX OA O.L.O. W1D7H 63.125' MAX. 0A D.LO. woe 15.5' LAX OA &DELRE FRAME MTH 14' MAX. 0.A. PANEL WIDTH 83.125' MAX 0A D.LO. HEGT POUBIE OUTWITS IMPACT UNIT ( 0 X O) VI / FROM NON-IMPACT SIDE EXTERIOR Prepared By. Igsw 21C. LLC Phone: 321 -690 --1788 Fax: 321- 890 -1789 PRODUCT REVISED as =plying with the Florida EuZ.Lft. Colt NO -13 04 i s- ale, etc ea iv i ado Product Control Division 1 1 0 moo NO.: S -2104 ca 1 •,E: 9- 1 -01 seem N.T.S axe. Er: JWJ aoc err S. SAFFELt. 5NEC1 1 aF 8 • .. BOOR 7'*.aTIKAier.fri IN. MICEAM WO OD PONDERO PIN IIIILRRM WOOD MINCE ,IAM8 PING c OINTED PONDEROSA PINE n ., ... FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD • ° . ° 1 111=1111 N *WV:ea P41/14VM, MEV= MINENTT. M.O., 411■11VETZMI 6.W11.6iI"V14. MULLION CAP 4164 -MPRES610 — .k.i. 11117311111 11 • • •I? •1 RAI • • • LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE (MGM JOINTED PONDEROSA PINE) WOOD 14 PO x 1 3/4" PFH WOOD SCREW snre. WOOD 15 LOCK BLOCK (FINGER JOINTED PONDEROSA PINE) 16 3/16'. rivi TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. STEEL 17 EXPANDED POLYSTIREVE (1.0 to 1.25 Ib./cf DENSRY) BY JELD-WEN FOAM 18 NOT USED - 19 2x WOOD SL/8 BUCK WOOD 20 SHIM (0.25 MAX. THK. HIGH DENSITY PLASTIC OR GREATEN) - 1 KWIKSET 40 14i i ?...- . ! : KIM ET TITAN 00 ;I DEADBOLT ealEEITI INET-17.11 x 1 1 2 PLASCREW ODL LITE FRAM siva. x 2" PFH WOOD SCREW min .rErwir :To x 1 PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR STEEL '10 x 2° PFH WOOD SCREW STEEL MULLION CAP WOOD SILICONE CAULK (CR LAWRENCE 33 C) SILICONE • GLAZING COMPOUND DSO BY ODL U-.).. Litta8.0"41111111111E 3 8 QUARTER ROUND SIDEUTE STOP WOOD .. ...€ FOR MAI, •utt BO • , ;.:.L SCHLAGE KNOB SET F51 STEEL lel_ GE DEADBOLT 80 NOT SHOWN wII 0.020 MIN. STEELIMMEra:MI 1 8 TEMPERED GLASS BY PPG GLASS •. oo - • P• al H • • Y.. p - . 1 POLYP . . ICE11 EfAriEr7AlThintionirAii.Mal wi (ME= NOMENI - INIFiry.... INWITAIIIII STEEL WOOD NEVAL.alflifiliallxfaL4011=A EI Y.:__. a • -, 4:1 - _1;41- 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN SIDEUTE FRAME HEAD. SILL AND JAMBS (FINGER JOINTED 44 PONDEROSA PINE) 4,5 LITE - BY TRINITY FOR 1 2" 1.0.U. POLYPROP. 11T GiliMii7=23 mim• UrffraFA MI ./t71 SIUCONE STEEL VIA RitiNaMiVialialZitialg.RM Hr.c7, 1311 INSULATED 3 PERED GLASS CallialATEll2 ET nrwEI2 LONG PANHEAD 1=1W079 50 GLAZING COMPOUND DOW 1199 51 #10 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT 52 DOOR LATCH STRIKE PLATE STE19, STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE • • • • • • • • • • • • • • • • • • • • • • • • OOOOO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1.50 MIN. 0.25° EMB. MAX. SHIM 1.75" MIN PANEL THK .moMPI MI 81.25 MAX. 0.A. FRAME HEIGHT 1.34 MW. EMB. SEE DETAIL ON SHEET 5 SEE NOTE 9 ON SHT. 4 (T\ VERTICAL CROSS SECTION \S../ WITH HIGH DAM THRESHOLD 80 0" MAX. O.A. PANEL HEIGHT .625 1.50" MIN. 0.25" EMB. MAX. SHIM 81.25" MAX. 0.A. FRAME HEIGHT • al-Wred IN -4114 C) rdr EE DETAIL IP ON SHEET 5 SEE NO TE 6 SEE NOTE .3 ON SHT. 4 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 SEE DETAIL 7 ON SHEET 5 1.75" MW. PANEL RIK. 0.125 MIN. GLASS THK. QR SEE GLAZING DETAILS, SHEET 7 1.75" .50" MIN CONCRETE/ 1.25° .75 .50 MI MIN. EDGE DIST. MASONRY MIN. MIN. EDGE DIST. BY OTHERS EMB. IrIA VERTICAL CROSS SECTION 2 AT SIDEUTE SASH SEE NOTE 3 ON S 4 • • • • • • • • • • • • • • • 80.0 MAX. O.A. PANEL HEIGHT CONCRETE/ MASONRY BY OTHERS ENe & attil (6) Florida P. E Ne. 41323 1535 Coginin See C25 Itcoldedos. Neride 32254 RAE Waikato al /allotted:be NO. 25038 Prepared By: alIMAIIMEN=11, 41111"W Prc, LLC Phone: 321-690-1788 Fax: 321-690-1789 a a SREEr J— Or MATO 9-11-01 SCALE N.T.S. owe. Ws JWJ clix. evi S. SAFFal CRAVING NO 6 PRODUCT REVISED as complying with the Ronde Building Coda Acceptance No07 Data 0 Division ado Product 1.75° MIN PANEL THK HORIZONTAL CROSS SECTION AT IMPERIAL ASTRA AL IMO rn HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK SEE NOTE 1SHT.4 0.25 MAX. SHIM 50 MIN. ASTRAGAL THROW BOLTS (2) TOT/LL; (1 EACH) 0.31 DIA x 9.0 LG. AT TOP & BOTTOM •.• • . • • • Aar AL 1 ATTACHMENT . •. • • . • • NOT ITEM 24 NOT SHOWN THIS • • • . • • • • • • • V1EW FOR CLARITY ••• •• • • • •• • • • • • • • • • • • •• • • +''-���11// • • • • • • • fib S. Wdan� • • • • • • • • • :' • • • Florida P. E Nor 41323 • • • • C • 1 PTC.0 • • • • j Rudd Florida � 32555 FM oreneOb a Au■odmtian tor. 25235 PRODUCT REVISED as complying with the Florida Building Codc Acceptance No • - • _ Expiration Datc • CT( 1.3 - B y _ . /.'. , trade Product ConUUI Division gip* 1 .41N ss�s� Cs CO CONCRETE/ MASONRY BY OTHERS Prepared By: '&// Phone 32 u6 90 -1788 Fore .321-690-1789 LteiE: -01 1 SCALE N.T.S. on. an JWJ aic. et S. SAFFEU. 0114N340 N0 S -2104 stEET i 3 Of 8 • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • 000 • • ••• . • •• •• • '• ' • •• • • • • • • • • • • • • •• . • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • Q SEE NOTE 4 ON SHT. 4 L SEE GLAZING DETAILS SHEET 7 SEE NOTE 6 ON SHT. 4 0.75" 52 0 SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION 4 AT S1DEL(TE TO LATCH JAMB NOTES : 1. SPACING FOR ITEM 126 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL 10 THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN &THE BOTTOM ja 1.0', 2.5", 4.0', 5.5', 13.0; 18.0" & 26.0 ". 2. SPACING FOR REM 123 THE 18 x 1 1/2" PIASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SIDEUIE PANEL; 3.0' IN FROM EACH CORNER. ON THE SIDES. VERTICALLY FOR THE SIDELITE PANEL 3 0' 13 0" 26 0 39 0', 52.0" & 63.0'. 3. SPACING FOR ITEM 131 THE 16CA x 3/4" BRAD TRII NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND ITEM 19 THE 16GA X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MUWON BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" AUARTER ROUND} 125 IN FROM EACH CORNER WRH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BO OUA RIER ROUND & Mln_UON C4P): 1.25 FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2 PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2 PFH W000 SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 8. THE SIDEIITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ REM 129 SILICONE CAULK ON THREE SIDES AND 3/8 QUARTER ROUNDS SECURED WITH REM 131 81140 TRIM NAILS x 3/4" LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE REM 114, A 110 x 1 3/4 PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2" PANHEAD SCREW (TRINITY LTTEFRAME) IS AS FOLLOWS: $1DELITE UTEFRAME FROM THE TOP DOWN VERTICALLY; 3.25', 18.0625', 32.8125 47.5625" & 62.625 ° . $IDELITE UTEFRAME TOP & BOTTOM. FROM THE LEFT; ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE /MASONRY INSTAUAUON ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. CONCRETE/ MASONRY BY OTHERS • • • • • • • • • • • • • • • • • • • •• 0.757„ mat. • • • *PANEL JHK• •• • •�..•• • •`l. i 1.50' MIN. EMBED. • • • • • • • • • • • • • • ••• • ••• • • • •• • SEE NOTE 5 ON SHT, 4 SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION 4 AT =ELITE 0 HINGE JAMB SEE NOTE .3 3f ON SHE. 4 0.25' MAX. SHIM SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 1 S.3 a co 0 WOE 9 -11 -01 G a 0.125 MIN. *ra 0.75 EXTERIOR INTERIOR GLASS THK. HORIZONTAL CROSS SECTION AT SIDELITE TO BUCK Edo a itlet� � e5) Florida P. E. L1No. 41323 1838 C P 5trwt Sues CIS RoddbS•, Florida 32955 RIPE a,rtMe t. or ,WModoS.. Na. 280.18 SEE NOTE 7 ON SHT. 4 SEE GLAZING DETAILS, SHEET 7 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE GLAZING _ DETAILS, SHEET 7 Prepared By: /" / P1C, LLC Phase: 321 - 610 -1769 Fax: 321- 690 -1789 PRODUCT RTNISED as cac ly eg with the Florida Building Code Acceptance No 0 A 04 Expiration'etc.:YL • Miami Division 1I0 4h11' a WAD N.T.S. DWG. BY: JWJ cwc. 87: S. SAFFELL DRAWING No: 5 -2104 SHEET of 8 81.25" MAX. OA FRAME HEIGHT s' TYP. SPACES 0 13.85 5 • 74.5 MAX. OA FRAME WIDTH SEE DETAIL 2 ON THIS SHT. 1 /j 1 5.50 °I I \/ 36.625 }}---- 3 TIP. 1W. 1 DETAIL 2 - A HEAD JAR@ DETAIL 3 - ® THRE5HOW ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE • 9" TIP. 12.5" 6 TIP. TYP. TIP. t 1111 111 SEE DETAIL 5 ON THIS N_ SEE DETAIL 3 ON THL4 SHT. DOUBLE DOOR WITHOUT SIIELITES ANCHOR LOCATXINS VIEWED FROM INTERIOR 7.375" 31 1 12.125 ° TYP. SEE DETAIL 4 ON THIS SHT. DEFFAIL 4 HINGES TO JAMB & DOOR 70.25 MAX. OA FRAME WIDTH SINE DOOR WITH SIDE1JTES ANC110R L0AT0NS VIEWED FROM INTERIOR I SEE NOTE 10 ■ ON SHEET 4 • • If • hl\ • • •: \ 1 ` ` • •'• " 550" I es. 1 SEE N • • • 4Ski 4 • • _ f1 / • • • �� • ••• • • Eft S1 .14-2 •• 'r' ••.• -N1s ...• • • • • • ® • • • • • • • • Florbo P. E. No. 42323 DETAIL 5 • • • • • #TAIL It • 1538 Co g c s STRIKE PLATES 10 ASTRAGAL STRIKE PLATES 70 JAMB rsae Wood. a NO. 23433 •• ••• • • • • •• •• • • •• • • SEE DETAIL 4 ON THIS SHT. .15" MIN. C -SINK. COUNTERSINK FOR INSTAUATION ANCHORS Prepared By: 4111PwArSi ue Pion: 321 -690 -1788 Fox 321 - 691-1789 PRODUCT REVISED as complying with the Florida Building Codc Acceptance No . . Expiration ° aw , :74L . . By � Miami!'':. - PmductControl Divisio 11:; DATE. c -11 9 -01 ao 1 WALD N.T.S. orro. er: JWJ BB s SAFFELL ORANNO NO. S-2104 s•Fr OF • • • ••• • • • • • • • • • • • • • •• • •• • • ••• • • • ••• • • • • • • • • • • • •• •• ••• • • .. l�l 11 I Ill TYP. ® 5.50 i I °1 11 1 I II TYP. SEE NOTE 5 ,.---•'" ON SHEET 4 SEE DETAIL 5.. ON SHEET 5 1 ED 1 © r 11 38.825° 1 O . O TIP 1 1 81.25 MAX. 0.A. FRAME HEIGHT is 4.5 ITP. -- 3° Ir. T . . �! TYP. 5 SPACES 0 13.85 107° MAX. 0.A FRAME WIDTH 9 1TP. 6° TYP. r TIP. SEE DETAIL 2 ON SHEET 5 16.41 TYP. TYP. i-I 3 7,P. 3 n,. --I I-- I r TYP SEE DETML 3 ON SHEET 5 DOUBLE DODR lY1TN SIDELRES ANCHOR L0 A VIEWED FROM INTERIOR • • • • • • • • • • • • • • •• • • • • • •• • • • • 0 ••• • • • • '• • ' • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• ••• • • • • • MAX. O.A. 1 FRAME WIDTH • ••. ••• • • • •• • O OOOOO • • • • • • • • • • • • • • ••• • • •• • • • 8 TIP. I fl 6 T YP. SEE DETAIL:4 ON SHEET 5• • 5 SPACES 0 13.85 6 SPACES 0 11.54 81.25 SEE DETAIL 6 MAX TON SHEET 5 OA - -(0 ' HEIG 5.50 1 1 t/ 36.625 8.58 SINGLE DOOR WRHOUT SIDELRES ANCHOR LOCATION& VIEWED FROM INTERIOR Fonda P EE tNo 41323 t Rockledge, Florida 32236 F!$C O.dawt° of M4pmtmOon Ko. 2503 7.375 Tin 31 31 PRODUCT P, JVISED as con:p■yutg with the Florida Building Code Acceptance No 0 —0 Expilatiog Date Division - SEE DETAIL 4 ON SHEET 5 Prepared B ArwI L PTC, LLC Phase: 321-690-1788 Fats 321 - 890 -1789 0. . 1 o ° o or T 9- 1 -0 SCKE, N.T.S. mta at JWJ • N, S -2104 co sHEET oF1L 5. t rah • aSW .. EXTERIOR INTERIOR SEE NOTE 8 ON SHT. 4 GLAZING DETAIL 1 001. UTE FRAME SINGLE PANE 1/8' TEMPERED GLASS SPARTECN P0LYC0M PP5530 C13 CM 11?, „,,11 1 „`7,,,„l { tip ,,,,,,,,,-,/ �„ opal 1. t MIN. GLASS T111G 0.75' AIR SPACE 75' x .50' INTERCEPT 0.50' STEEL SPACER GLASS BITE GLAZING DETAIL 3 TRINITY UTE FRAME 1' INSULATED TEMPERED GLASS LUPOY EU -5007 0.125' TEMP. GLASS 0.125 TEMP. ASS EXTERIOR INTERIOR SEE NOTE 8 ON SNT. 4 •• ••• • • • • • • • • • •• ••• •• 0.50 GLASS BILE • • ••• • • • • • • • • • • • • • • • • • • • • • .. • •••• •••• • • • • 0.50' MIN. GLASS THK. WZ1»3 DETAIL 2 TR!N)TY LITE FRAME 1/2" INSULATE) TEMPERED GLASS LUPOY EU -5007 • • • •• • • • ..•• • • .•• •• • • 0.125' TEMP. GOSS 0.125' TEMP. 25' x .50' GLASS INTERCEPT STEEL SPACER 0.250' AIR SPACE } • • • • (6-1 Edo • Florida P. E. Na. 41323 PTC. 1.14 1535 t:oda.16 Shoot. Suite 026 Roold4tlg4. Florida 32966 FIVE t4 elloob of Authorisation NM 28935 Prepared 8y: Phone: 321 -690-1788 Fax: 321 -690 -1789 'rorUCr REVISED is complying with the Florida Building Code Acceptance Nor r a!� 3 l•y� Exaltation Date D % TO& BY Ya Ivltami adaPro list Control Division p � 111! 4t1; a 1s C§ ti 17i di Llo 1 a >xa z 9 -11 -01 SCEF: N.T.S. DWG. 8Y: J Olt. or: S. SWELL DRAWING NO.: S -2104 • • • ••• • • ••' • • • • • • • • • • ••• • • • • • • • • • • • •• •• • •• • 1.67 1 r 1T 121' ULJLLi 0 2 M31311124261 4GA (0.021") STEEL 1.645" LI 0.831 — r a O =EL= BE vf.2 SIEELIODNA111. MDF x 3.0" LONG r 0.62 --I 1.02' 1-- O Alla4G"F21611 ALUMINUM ASTRAGAL HAS TWO 0.3125' x 9' LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 1.67' -1 ,..)./ '7,,. MagittrzEZLE 13 FINGU1 ADM PONDEROSA PINE WOOD 1 0 . 50 ' 0.14" 0.53 O ID SCHLE ID-LON DOS 650 0 0 0 2.50' 1.25 — 0 1 ( 1112A2"3111141E INFETIAL 0.125' WEE.) 11.675 C) 1712211a2U11111 a t DIA. VARIES WITH c5 HARDWARE USED Z OFINGERINTED PONDEROSA PINE 1.00' 1.75- 2.52 01/2' I.G. TRINITY UTE FRAME POLYPROP. 0.48' TT_ 1.74" 0.67 1 o 1 -• 1.38 - ®Q04UAKILMIKLELELIE • • —1. 0 :422LAIL : 11 • • • • • • • • :: :::::: • • • • • • • • • • • • • 1— 0.513' -11.013' I-- —I 1.54' • • • • • • • • • • • • • • • • • • • • • • • • • 0.87' 0.58 L.1 0 traugaura ®Inuarrazia STEEL 4.00' • • • • • • • :: • • • • 1 • • • Mt' • t a..- 1.71' --- • ••• • • • • • •• •• • • • • • • ••• • • • • • • • • • • ••• • • • 0.375' 0.375 —1 I- 0 ,V8' QUARTER ROUND $10 ITE STOP PINE —I 1.375' (;), MULLION CAP PINE (81.25 LONG) 0.50' Exam FINGER JOINTED PONDEROSA PINE Ee. &RIO 6 ) Florida P. E. No 41323 PIC, 11.0 1535 Cogswell Street, &Pa C25 Rockledge, Florida 32555 C50515305 of Pultenzatke 110. 23935 0.75' 0.125' 4.041 O MMINCLir82162111MLEAGLIIMM EXTRULIELI ALUMINUM BY PEW WITH WOOD INSERT Prepared Ety: PRODUCT REVISED i,neriging wall We Florida Cod,: Acceptance No /^0 Expiration Date r ado Product Collin* EY Division 1.75' —I 2.62' cy /s. S.G. 001. UTE MANE POLYPROP. _1 1 1 L- 0 0 0 0 0.097' -41:- 4.000' —I dicatirmagrusa x x 0.097' THK. STEEL Mir Pia LIC Phone: 321-600-1788 For 321-690-1789 04 et 4.3 4 11i Dam 9- 1-0 SCALE N.T.S. oro. JWJ cxx. a* S. S4FFELL DRAMS NO 5-2104 OW _4_ CV