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1215 NE 95 St (8)"'t` SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Date , 19 -- s� •k.`')' r , ,. r/� - t-� — it� -i:S� 1 ° N o. _ Street — - —u Registered Architect and /or Engineer_) L Name and address of licensed contractor (� ,,, lam ,,i7 - ' Location and legal description of lot to belt on: ` - Lot . >� - 2 " — __ Block__— _�' _____ __ Subdivision �� i' :r -- ' ii j , /.'-`, Stre et and Number t w - here work is to be done ' . * ' 7 ' • r • �~ _ State work to be done and purpose of building (by floors) 62L e �i 7, ° ', _and for no other purpose. New Building Remodeling 1. ' Addition__ - v Repairs / No. of Stories___ - L, To be constructed f ° Kind of oundation_ , /_l "_ ' _ /__ Roof Cov . __ _ ' Estimated Total cost of improvements $______ ''' _ e - ___________ ___ __Amount of Permit $___________________ c r Zone cubage required_ — _-'__ _ _Plan Cubage_______________ __ _ , _ Distance to next nearest building_r t r -s- — Size of Building Lot ` i,,��' 7 STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved (Signed) Member Date_— Maximum live load to be borne by each floor__ I hereby submit all the plans ,and specifications for said building. All notices with reference to the building and its construction may be sent to Aei --4- / J " � L � ' f l 1 I ' P1/ PI ' ► 1 ' y / - _ ai'''r I'C - 1 1 - I The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. t Remarks — (Signed) ��,oY1► =" =_� �"" Before me, the and authority, a notary public, my aut ized to dminister the and take ac owledgments, personally appeared - — — -- ✓i� �CT — /_ and who, being by me first duly sworn, upon oath deposes and says that a is the___ C ___! f the above described construction, that he has carefully real the fore oing application, and that he did herein by him stated are true. ermit No___ - =• Date - -- - - - -- Read, Sworn t• ' Subscribed befo sign _____ —_—to me well known, the same, and that all facts ota Public, Sta of rida Building Inspector i y Commission Expires____ _ NING BOARD __ YJ L 3C_ _____DATE ,,-.airman `''a'' 9�� -.- Me 4 �yy _,-1 "---. __, ___ g -"'l�- > Member y �Ci� _ ( Member Council Approved _________ -- ____________Date Disapproved ____— —_—Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. (over) LIST OF CONTRACTORS, SUB - CONTRACTORS, ETC. REQUIRING OCCUPATIONAL LICENSES MIAMI SHORES VILLAGE • 1. General Building Contractor. 2. Plumbing, Heating, Ventilating, Air Conditioning and Gas Fitting. 3. Electrical. 4. Architects, Engineer, Surveyors, Landscape Architects and Interior Decorators. 5. Excavating, grading, filling and Landscaping. 6. Moving or wrecking. 7. Septic Tank and Drain Field. 8. Brick, Stone, Tile, Cement Block, Concrete and Gypsum. 9. Carpentry, Millwork, Awning and Shutters. 10. Cement, Lime, Plastering, Stucco, Lathing and Cast Stone. 11. Decorating (interior and exterior) , Painting, Waterproofing, Damp- Proofing and Paper- hanging. 12. Flooring, sanding or finishing; wood, rubber, composition, linoleum and other flooring ndt otherwise specified. 13. Ornamental Iron, Bronze and Steel, Steel Sash, Over -head Doors. 14. Roofing, Sheetmetal and Skylights. 15. Solar Water Systems. 16. Well drillers. 17. Sprinkler Systems of all kinds, including those for Buildings, Lawns, etc. 18. Structural and Reinforcing Iron and Steel. 19. Tile, Terrazzo, Marble, Granite and Cut Stone. 20. Electric Fixtures. 21. Illuminated Signs. 22. Bridge, Bulk- heading, Drainage Sewer, Water and Gas excavation and Construction, Dredging, Irriga- tion System, Pile Driving, Sea Wall, Paving, Sidewalks, Curb and Gutter or similar work. 23. Every person, firm, co- partnership, Corporation, Association or other organization engaged in the bus- iness of supplying, furnishing or delivering building materials for any construction project within the Village Limits and not having a regularly established and licensed place of business in the Village. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -1881 Printed: 12 /5/2003 Applicant: ALLISON STUART Owner: STUART ALLISON JOB ADDRESS: 1215 NE 95 ST Contractor Local Phone: Parcel # 1132060143980 Signed: Building Permit Contractor's Address: Page 1 of 1 Legal Description: 5-6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOTS 23 & 24 BLK 84 LOT SIZE Fees: Description Amount FEE2003 -7929 Building Fee $100.00 FEE2003 -7930 CCF $2.40 FEE2003 -7931 Notary Fee $5.00 FEE2003 -7932 Training and Education Fee $0.80 FEE2003 -7933 Technology Fee $2.50 FEE2003 -7934 Scanning Fee $3.00 Total Fees: $113.70 Total Fees: $113.70 Total Receipts: 5.�0 Permit Status: APPROVED Permit Expiration: 5/31/2004 Construction Value: $3,257.00 Work: CHANGING A WOOD DOUBLE DOOR (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Q Contractor's o Contractor's Address City 1-1C0 G County Escrow Fee $ Education/Training Fee $ BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing // Owner's Name (Fee Simple Titleholder) 1116 0 n &tool ('f Phone # 30S iS1) 32 0 ? Owner's Address l 2. IS NE gS City H l Q rn l Snore S State t (O r 1 G Zip 33 1 3 2 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 IS N E • City Miami Shores Village County Miami -Dade Zip J 3 3 8 Is Building Historically Designated YES NO Number of: Bays Type of Work: ['Addition Describe Work: C hangfi Stories ['Alteration Q1- OCC0 . Miami Shores Village Building Department Architect/Engineer's Name (if applicable) . Phone # Architect/Engineer's Address $ Value of Work For this Permit 39—S1 -00 . S Footage Of Work: Families [New 0 uX1orh Px4e.r / oY * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * *** * * * * * * * * * ** Permit Fee $ /0 Notary $ Code Enforcement $ Bond $ , YNcitAc t fl pP'b ,- Struct $ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 'PD003 — I6SI Master Permit No. Bedrooms Baths I epair/Replace ❑ Demolition d abre door 4/1L4- rench cloori Tech $ t 0 Scanning $ — Radon $ Minus Plans Check Fee $ 50 CO Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) ' Q 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. Si - J • S Signature Owner or Agent Contractor The foregoing instrument was acknowledged befo - 'u a this a foregoing instrument was acknowledged before me this . , 20a, by A t l ISo f , 20 by _ �r 1 + o day of , who is personally known to me or who has produced 1 who is personally known to me or who has produced 5 • $ i 41 5._1 ,tv, ident' IdDCI va d rg who aS did take an oath. as identification and who did take an oath. IV NOT : LIC:'� D2.31984 NOTARY PUBLIC: pire 20Q7 Si Q:. :. :... Sign: din o ., Inc. Print: Print: . - I IIW My Commission Expires: State Certificate or Registration No. ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �h ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/02/03 (Certificate of Competency Holder) My Commission Expires: Certificate of Competency No. /\,L-t03 Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE STATEMENT I A I I I SO r S Q (4 being the legal property owner, for the property Located at: 12.1S N 9 S" S-4- Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),,sgnd I have read and understand the following disclosure Statement, which entitles me td 3i ork 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 licensed contractors. You have applied for a permit under an exemption to that 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 or a farm out - building. 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 completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It your responsibility to make sure that 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- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) Was acknowledged before me this . By a- Produced • (1 3 tdu,,,iJ Owner VILLAGE OF MIAMI SHORES er BUILDING DEPARTMENT DISCLOSURE STATEMENT — initial of reviewing clerk. The foregoing instrument 3 > day ofOea, , 20 who is personally known to me or who has as identification and who did take an oath. 12 -02 -2003 08:05:27 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 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 the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series Frenchwood Single Outswing and Fixed Fiberglass Clad Wood French Patio Door APPROVAL DOCUMENT: Drawing No. DADS -FWO- Impact, titled "Frenchwood Outswing FWO Patio Door Unit — Impact Single ", sheets 1 through 5 of 5, dated 8/18/03 with revision E dated 8/18/03, prepared by the manufacturer, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 insp . the job' ile the request of the Building Official. This NOA revises NOA # 0 d a on i of this page 1 as well as approval document mentioned above. The submitted documentatio anuel Perez, P.E. Hilmanowske, Dawn AndersenCorporation Page 002 IVIIAIVII-DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 N OA N . 0625. Expiration Date: May 03 19, 200 8 Approval Date: September 11, 2003 Page 1 12 -02 -2003 08:05:27 Hilmanowske, Dawn AndersenCorporation Page 003 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DADE - Impact, titled "Frenchwood Outswing (FWO) Patio Door Unit - Impact Single ", sheets 1 through 5 of 5, dated 8/18/03 with revision E dated 8/18/03. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of outswing French door, prepared by Architectural Testing Inc., Test Report No. ATI 02 - 44378.01, dated 5/1/03, along with revised marked -up drawings, signed and sealed by Steven Urich, P.E. 2. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of outswing French door, prepared by Architectural Testing Inc., Test Report No. ATI - 44379.01, dated 3/18/03, along with revised marked -up drawings, signed and sealed by Steven Urich, P.E. Submitted under NOA#00 1011.01 3. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with installation diagram of outswing French door, prepared by Architectural Testing Inc., Test Report No. ATI - 32062.01, dated 05/05/00, along with revised marked -up drawings, signed and sealed by Allen N. Reeves, P.E. E - Manuel P 1 P.E. Product Control miner NOA No 03- 0625.01 Expiration Date: May 19, 2008 Approval Date: September 11, 2003 12 -02 -2003 08:05:27 Andersen Corporation Hilmanowske, Dawn AndersenCorporation Page 004 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) Submitted under NOA#99- 1019.01 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with installation diagram of outswing French door, prepared by Architectural Testing Inc., Test Report No. ATI -02- 31392.01, dated 08/05/99, and test report addendum letter dated November 17, 2000 and March 23, 2000, along with revised marked -up drawings, signed and sealed by Allen N. Reeves. B. CALCULATIONS 1. Anchor calculations and comparative analysis, dated 4/09/03. Submitted under NOA#00- 1011.01 2. Anchor verification calculations for outswing wood door under Project #99 -0916, dated 09/27/99, and revised on Sept. 13, 2000, prepared, signed and sealed by Richard Boyette, P.E. . C. MATERIAL CERTIFICATIONS Submitted under NOA# 98- 0608.21 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "Dupont Butacite ® PVB" approved on 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for their "Saflex /Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. 3. Test report No. #J98002651 -003 ,dated 03/04/1998 for "Smoke Density" per ASTM E84 -94, for "pultrusion ". Test Report #J98002653 -003 dated 04/27/1998 for "Self- Ignition" per ASTM D1929 and Test Report #J98002658 -003 dated 03/05/98 for. "Surface Flammability" per ASTM El 62 -94, issued by Intertek Testing Services, Wisconsin 4. Certification letter dated 04/27/2000 identifying "pultrusion" as "fiberglass" material, issued by Intertek Testing Services, Wisconsin, signed by Rocco J. Moro E -2 Manuel Perez, P Product Control Exa NOA No 03- 0625.01 Expiration Date: May 19, 2008 Approval Date: September 11, 2003 12 -02 -2003 08:05:27 Andersen Corporation Hilmanowske, Dawn AndersenCorporation Page 005 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. STATEMENTS 1. Laboratory compliance letter for Test Report no. ATIMN 03006, issued by Architectural Testing Inc., dated 5 /2/03, signed and sealed by Steven Urich, P.E. • F. OTHER 1. Notice of Acceptance No. 03- 0415.16, issued to Andersen Corporation Corp., Series "Single Outswing and Fixed Clad Wood French Door, approved on 5/15/03 and expiring on 5/19/08. E -3 Manuel Perez, P oduct Control Exami , NOA No 03- 0625.01 Expiration Date: May 19, 2008 Approval Date: September 11, 2003 801:5: 36.125 MAK. 1)01 Y' r'19 "0:03' 10.0(0• F - vsx. -� A _1 II X. A A - --•� VIEWED FROM C C EXTERIOR 1. .`. S(SLLATION N'THODS. MI l: 1 1_ MI- 5 !2.1 .\ 5-,CONE 13ACK6ED:ING. HEAD: TIIL 11150 S SECURED IN THE ROUGH Off.`) `.5 trSAN0 1)0» 1/4` TSPCON 5(111_0'1' a' JAMBS: THE JAMBS ARE 513110 R.7 05103 1 /4' Ton :p4 5CRr:A3 sip M4SCMRY OR ;10 SITS (.v53081: TAPCON 520(010 15 THE SAME AS 8CCD :.CRFWS 5211:100. N V-3 . 00- /912 1 1A FA'0 -276( IA 1W0-3169.4. F1Y0 - 25661. rSO- 2709.. 1181 4652 -b. '31 65/ 6. 7 51 'SF + ss / -t: til +/lie; 6 - 7 SF + 63 / -6C ?57 UP 15411NG_ 3. 1.3,64E 1 Kin:, n:, ION: CORNERS 49F COPE) 54)1 13, GLUED AND T-CN FA0173(1) USING F3128. d'0 K 2.50 1(X40 : 424FtF1 FFH 11l'A :..1111 C3RNFR AND 13118 tI5 6 7.307' I ;#)G FIRERS PER SIL JAMB CORNER M+J(. Jtl T 011151' 4. PAY1 CCNSTRUCT ON: TF£ + PANELS COMSAT. GUND V.O:TISF. A'4') 1EN011. DOWEL SCRF(11) AND CL'_")) 40411131 CcN.SINUCC O-1. META_ PANE'_ FRAME ATTAC9MFh:- CI .'S ARF 170414/71 '0.000 F1OV CO81113R5 �c '7.000' O.C. 104. (ST41011000 UN'T5 •. \ ?;. 5. FrEATHEiSTRI PILAU: ONE RCA' CF S,6'411313571113 9.: F AT THE 1'ENIM111H '3 •111 P.4(LL. 0. GLASS BITE. A 0.303' :X02 :0 0.1•E WAS URUZED ON AL 03155. ,56.125" MAX. 11111. 011, 0 0.0 :30' MAX. r --- D 1 M.X. i A C VIEWED FROM C EXTERIOR 14.00C" 3.1,. RAY. - yr , DOTI 5132_`. 2. (7 pANt; 51'3(1 ICAOOPS HEAT STRONG HEME3• THE UNITS AP.F O A7FI: OATH .414 61016 6111)9,5 NCMIJN" GRA FA C: fir? 1714180?3:. 31.A•:, (41844/0511) !- (1R!- 6/32 - '112) :K I ICAT- S CLASS 5)4(10 (16T A .090" V41 INN J! LL"EN •JJNIIFA„^T,.8E71 BY : '39r OF. 5C4_111&. AND CMG ://J2" !HICK HE%1- 511!1N31 - ,NW GLASS .`11(1.. DE Ar.1'_ALCC D UNITS ARE GLAZED WIT- 17/32' ;.537) Nom Am. GRA OR 11- 244 (AN1NA111) CLASS 64006.75(0 ONE 7 /3 • Ir•IC< AAN AL_L` INNLI(5 ELI 50.11 A .090" :•1 INN46 :0181:1 ALNUI AC „i' V BY 0:P0N1 CR 503..11.1 .WD ONE 7/37' THICK 41111.4 FO 7050'• 5H'rT. uLAZ:NO METHOD: 0LA54 r_ S11 -NOR 11:1 IN .1111011 413A1N51 THE SILICONE 6311001840 /51) THE THE 3 IS 6ACK01A2E0 Y11IIH. S'UC0KE. 7,30C' STOPS ARE 85E4 ON T-IE ATERICR. SECUR)3 W'TE4 1.500 STALES SPACED 6.006" ON (131144. ,!111 FSS 10 01-.*':Y 1'1.0011' OF CORNFR. TMF0 1.300 0.C. '410 -31805 76 FW0 -27805 F60 -21805 "113 - 11611S FRO- 296115 FAO- 271115 h W:!- /1bl111 FWD 685 1360•-24085 FAD-27685 4/5)7 2 . 695 ;INII + 521 -77 1- 182 P5F +52/ -7• 77 PSF +5 / / -:7 PSI 182/ -77 PSF -152/ -77 PSF +•3L / -// 1'51 152/ -77 8513 + 821 -77 PSF &2/ -77 PSF 01` 1:61'h(:`.: 9_429 MAX. J•r 11(1111 r RE•4 YE1 NCCF90'_T (48.04') I 1.49E RR13FR 11001 (32.077) . Cr12R 100(10011 (6. 6.c:to 10.(1.':1' I_ _ Mix. r --. A 29x8 1 C C VIEWED FROM EXTERIOR 11: IN084 1.0(11 LND 9110 5408)TY A;4 #13 51412 AI 10' 118,181 .5(1! Lkl. II _ LOCK KLLE'11) SL'?LW.: ANL 1(10.1EI) D`.13 PF8 TOP A3• RCITCM KFFPFR, AND 1300 P'R MIDSPA°) KEEPER. '.TO WOOD. FAS ENFRS ARE SPACCD AT 7• MC.: CLADS AND 17' MAX:. O.C. FCR TI = 61'A AND 584 C00.15 AK/ SPACED n7 6' F:C.N FM115 mr) I 4 • HAI. O.C. FCR BOA AND AL- 5 : -0. ;S. Ili de Product 27.02( - 0.C. 8(44, 1.1.030' ..C. M^ 1•. .cTH 5'7115 111-E F)-) .NC -WOO - ) O..TSWVI C (1 ) F/;I'IO CGR 1)5) P :k SINGLE A Mn..4fob TAW q ar?eiN .n : ei rn o vu Mrs ucY1yu. t'1oc/bt (3/10/•3.9 181. 1 0• 5 IYARA11: 1L19.1. DAD E• •FV4O .iM )ACI -18.0 - 3180A 7 180- 23007. WU- 2.7004 +03/ -75 PSF +61./-71, 1754 165/ P51 Lo HA I6C5 PRODEJ T REVISED c fluid CCdl 'the Florida Acceptance NO IL " d _ IaaW. . -7 . : By 11/ . / I:_CPh'P, H;IOKLKX.I (_3.3' UNIT cr i 1.456 HOOF f_2 .b1 2.810 0003085:91 (0.373) 1 6) • DOLT /1 • \ \ 1 I MAX + - \ \ 9 } ! / / \ \ ■ i II i \ I \ \I \ I I I N - \ \ \ 1 I 1 1 rNO3161' ACTIVE I I / I // I/ / / / 1 17.0.30 MAX. ❑FAR■ 4.537 Ii 7 MAX. 6.01 M4 I �Ien FWC31 RC 801:5: 36.125 MAK. 1)01 Y' r'19 "0:03' 10.0(0• F - vsx. -� A _1 II X. A A - --•� VIEWED FROM C C EXTERIOR 1. .`. S(SLLATION N'THODS. MI l: 1 1_ MI- 5 !2.1 .\ 5-,CONE 13ACK6ED:ING. HEAD: TIIL 11150 S SECURED IN THE ROUGH Off.`) `.5 trSAN0 1)0» 1/4` TSPCON 5(111_0'1' a' JAMBS: THE JAMBS ARE 513110 R.7 05103 1 /4' Ton :p4 5CRr:A3 sip M4SCMRY OR ;10 SITS (.v53081: TAPCON 520(010 15 THE SAME AS 8CCD :.CRFWS 5211:100. N V-3 . 00- /912 1 1A FA'0 -276( IA 1W0-3169.4. F1Y0 - 25661. rSO- 2709.. 1181 4652 -b. '31 65/ 6. 7 51 'SF + ss / -t: til +/lie; 6 - 7 SF + 63 / -6C ?57 UP 15411NG_ 3. 1.3,64E 1 Kin:, n:, ION: CORNERS 49F COPE) 54)1 13, GLUED AND T-CN FA0173(1) USING F3128. d'0 K 2.50 1(X40 : 424FtF1 FFH 11l'A :..1111 C3RNFR AND 13118 tI5 6 7.307' I ;#)G FIRERS PER SIL JAMB CORNER M+J(. Jtl T 011151' 4. PAY1 CCNSTRUCT ON: TF£ + PANELS COMSAT. GUND V.O:TISF. A'4') 1EN011. DOWEL SCRF(11) AND CL'_")) 40411131 CcN.SINUCC O-1. META_ PANE'_ FRAME ATTAC9MFh:- CI .'S ARF 170414/71 '0.000 F1OV CO81113R5 �c '7.000' O.C. 104. (ST41011000 UN'T5 •. \ ?;. 5. FrEATHEiSTRI PILAU: ONE RCA' CF S,6'411313571113 9.: F AT THE 1'ENIM111H '3 •111 P.4(LL. 0. GLASS BITE. A 0.303' :X02 :0 0.1•E WAS URUZED ON AL 03155. ,56.125" MAX. 11111. 011, 0 0.0 :30' MAX. r --- D 1 M.X. i A C VIEWED FROM C EXTERIOR 14.00C" 3.1,. RAY. - yr , DOTI 5132_`. 2. (7 pANt; 51'3(1 ICAOOPS HEAT STRONG HEME3• THE UNITS AP.F O A7FI: OATH .414 61016 6111)9,5 NCMIJN" GRA FA C: fir? 1714180?3:. 31.A•:, (41844/0511) !- (1R!- 6/32 - '112) :K I ICAT- S CLASS 5)4(10 (16T A .090" V41 INN J! LL"EN •JJNIIFA„^T,.8E71 BY : '39r OF. 5C4_111&. AND CMG ://J2" !HICK HE%1- 511!1N31 - ,NW GLASS .`11(1.. DE Ar.1'_ALCC D UNITS ARE GLAZED WIT- 17/32' ;.537) Nom Am. GRA OR 11- 244 (AN1NA111) CLASS 64006.75(0 ONE 7 /3 • Ir•IC< AAN AL_L` INNLI(5 ELI 50.11 A .090" :•1 INN46 :0181:1 ALNUI AC „i' V BY 0:P0N1 CR 503..11.1 .WD ONE 7/37' THICK 41111.4 FO 7050'• 5H'rT. uLAZ:NO METHOD: 0LA54 r_ S11 -NOR 11:1 IN .1111011 413A1N51 THE SILICONE 6311001840 /51) THE THE 3 IS 6ACK01A2E0 Y11IIH. S'UC0KE. 7,30C' STOPS ARE 85E4 ON T-IE ATERICR. SECUR)3 W'TE4 1.500 STALES SPACED 6.006" ON (131144. ,!111 FSS 10 01-.*':Y 1'1.0011' OF CORNFR. TMF0 1.300 0.C. '410 -31805 76 FW0 -27805 F60 -21805 "113 - 11611S FRO- 296115 FAO- 271115 h W:!- /1bl111 FWD 685 1360•-24085 FAD-27685 4/5)7 2 . 695 ;INII + 521 -77 1- 182 P5F +52/ -7• 77 PSF +5 / / -:7 PSI 182/ -77 PSF -152/ -77 PSF +•3L / -// 1'51 152/ -77 8513 + 821 -77 PSF &2/ -77 PSF 01` 1:61'h(:`.: 9_429 MAX. J•r 11(1111 r RE•4 YE1 NCCF90'_T (48.04') I 1.49E RR13FR 11001 (32.077) . Cr12R 100(10011 (6. 6.c:to 10.(1.':1' I_ _ Mix. r --. A 29x8 1 C C VIEWED FROM EXTERIOR 11: IN084 1.0(11 LND 9110 5408)TY A;4 #13 51412 AI 10' 118,181 .5(1! Lkl. II _ LOCK KLLE'11) SL'?LW.: ANL 1(10.1EI) D`.13 PF8 TOP A3• RCITCM KFFPFR, AND 1300 P'R MIDSPA°) KEEPER. '.TO WOOD. FAS ENFRS ARE SPACCD AT 7• MC.: CLADS AND 17' MAX:. O.C. FCR TI = 61'A AND 584 C00.15 AK/ SPACED n7 6' F:C.N FM115 mr) I 4 • HAI. O.C. FCR BOA AND AL- 5 : -0. ;S. Ili de Product 27.02( - 0.C. 8(44, 1.1.030' ..C. M^ 1•. .cTH 5'7115 111-E F)-) .NC -WOO - ) O..TSWVI C (1 ) F/;I'IO CGR 1)5) P :k SINGLE A Mn..4fob TAW q ar?eiN .n : ei rn o vu Mrs ucY1yu. t'1oc/bt (3/10/•3.9 181. 1 0• 5 IYARA11: 1L19.1. DAD E• •FV4O .iM )ACI -18.0 - 3180A 7 180- 23007. WU- 2.7004 +03/ -75 PSF +61./-71, 1754 165/ P51 Lo HA I6C5 PRODEJ T REVISED c fluid CCdl 'the Florida Acceptance NO IL " d _ IaaW. . -7 . : By 11/ . / I:_CPh'P, H;IOKLKX.I (_3.3' UNIT cr i 1.456 HOOF f_2 .b1 2.810 0003085:91 (0.373) 1 6) • DOLT /1 \ \ 1 I MAX + - \ \ 9 } ! / / \ \ ■ i II i \ I \ \I \ I I I N - \ \ \ 1 I 1 1 rNO3161' ACTIVE I I / I // I/ / / / 1 17.0.30 MAX. ❑FAR■ 4.537 Ii 7 MAX. 6.01 M4 I �Ien FWC31 RC ACTIVE / I / I / // I/ r I I l 801:5: 36.125 MAK. 1)01 Y' r'19 "0:03' 10.0(0• F - vsx. -� A _1 II X. A A - --•� VIEWED FROM C C EXTERIOR 1. .`. S(SLLATION N'THODS. MI l: 1 1_ MI- 5 !2.1 .\ 5-,CONE 13ACK6ED:ING. HEAD: TIIL 11150 S SECURED IN THE ROUGH Off.`) `.5 trSAN0 1)0» 1/4` TSPCON 5(111_0'1' a' JAMBS: THE JAMBS ARE 513110 R.7 05103 1 /4' Ton :p4 5CRr:A3 sip M4SCMRY OR ;10 SITS (.v53081: TAPCON 520(010 15 THE SAME AS 8CCD :.CRFWS 5211:100. N V-3 . 00- /912 1 1A FA'0 -276( IA 1W0-3169.4. F1Y0 - 25661. rSO- 2709.. 1181 4652 -b. '31 65/ 6. 7 51 'SF + ss / -t: til +/lie; 6 - 7 SF + 63 / -6C ?57 UP 15411NG_ 3. 1.3,64E 1 Kin:, n:, ION: CORNERS 49F COPE) 54)1 13, GLUED AND T-CN FA0173(1) USING F3128. d'0 K 2.50 1(X40 : 424FtF1 FFH 11l'A :..1111 C3RNFR AND 13118 tI5 6 7.307' I ;#)G FIRERS PER SIL JAMB CORNER M+J(. Jtl T 011151' 4. PAY1 CCNSTRUCT ON: TF£ + PANELS COMSAT. GUND V.O:TISF. A'4') 1EN011. DOWEL SCRF(11) AND CL'_")) 40411131 CcN.SINUCC O-1. META_ PANE'_ FRAME ATTAC9MFh:- CI .'S ARF 170414/71 '0.000 F1OV CO81113R5 �c '7.000' O.C. 104. (ST41011000 UN'T5 •. \ ?;. 5. FrEATHEiSTRI PILAU: ONE RCA' CF S,6'411313571113 9.: F AT THE 1'ENIM111H '3 •111 P.4(LL. 0. GLASS BITE. A 0.303' :X02 :0 0.1•E WAS URUZED ON AL 03155. ,56.125" MAX. 11111. 011, 0 0.0 :30' MAX. r --- D 1 M.X. i A C VIEWED FROM C EXTERIOR 14.00C" 3.1,. RAY. - yr , DOTI 5132_`. 2. (7 pANt; 51'3(1 ICAOOPS HEAT STRONG HEME3• THE UNITS AP.F O A7FI: OATH .414 61016 6111)9,5 NCMIJN" GRA FA C: fir? 1714180?3:. 31.A•:, (41844/0511) !- (1R!- 6/32 - '112) :K I ICAT- S CLASS 5)4(10 (16T A .090" V41 INN J! LL"EN •JJNIIFA„^T,.8E71 BY : '39r OF. 5C4_111&. AND CMG ://J2" !HICK HE%1- 511!1N31 - ,NW GLASS .`11(1.. DE Ar.1'_ALCC D UNITS ARE GLAZED WIT- 17/32' ;.537) Nom Am. GRA OR 11- 244 (AN1NA111) CLASS 64006.75(0 ONE 7 /3 • Ir•IC< AAN AL_L` INNLI(5 ELI 50.11 A .090" :•1 INN46 :0181:1 ALNUI AC „i' V BY 0:P0N1 CR 503..11.1 .WD ONE 7/37' THICK 41111.4 FO 7050'• 5H'rT. uLAZ:NO METHOD: 0LA54 r_ S11 -NOR 11:1 IN .1111011 413A1N51 THE SILICONE 6311001840 /51) THE THE 3 IS 6ACK01A2E0 Y11IIH. S'UC0KE. 7,30C' STOPS ARE 85E4 ON T-IE ATERICR. SECUR)3 W'TE4 1.500 STALES SPACED 6.006" ON (131144. ,!111 FSS 10 01-.*':Y 1'1.0011' OF CORNFR. TMF0 1.300 0.C. '410 -31805 76 FW0 -27805 F60 -21805 "113 - 11611S FRO- 296115 FAO- 271115 h W:!- /1bl111 FWD 685 1360•-24085 FAD-27685 4/5)7 2 . 695 ;INII + 521 -77 1- 182 P5F +52/ -7• 77 PSF +5 / / -:7 PSI 182/ -77 PSF -152/ -77 PSF +•3L / -// 1'51 152/ -77 8513 + 821 -77 PSF &2/ -77 PSF 01` 1:61'h(:`.: 9_429 MAX. J•r 11(1111 r RE•4 YE1 NCCF90'_T (48.04') I 1.49E RR13FR 11001 (32.077) . Cr12R 100(10011 (6. 6.c:to 10.(1.':1' I_ _ Mix. r --. A 29x8 1 C C VIEWED FROM EXTERIOR 11: IN084 1.0(11 LND 9110 5408)TY A;4 #13 51412 AI 10' 118,181 .5(1! Lkl. II _ LOCK KLLE'11) SL'?LW.: ANL 1(10.1EI) D`.13 PF8 TOP A3• RCITCM KFFPFR, AND 1300 P'R MIDSPA°) KEEPER. '.TO WOOD. FAS ENFRS ARE SPACCD AT 7• MC.: CLADS AND 17' MAX:. O.C. FCR TI = 61'A AND 584 C00.15 AK/ SPACED n7 6' F:C.N FM115 mr) I 4 • HAI. O.C. FCR BOA AND AL- 5 : -0. ;S. Ili de Product 27.02( - 0.C. 8(44, 1.1.030' ..C. M^ 1•. .cTH 5'7115 111-E F)-) .NC -WOO - ) O..TSWVI C (1 ) F/;I'IO CGR 1)5) P :k SINGLE A Mn..4fob TAW q ar?eiN .n : ei rn o vu Mrs ucY1yu. t'1oc/bt (3/10/•3.9 181. 1 0• 5 IYARA11: 1L19.1. DAD E• •FV4O .iM )ACI -18.0 - 3180A 7 180- 23007. WU- 2.7004 +03/ -75 PSF +61./-71, 1754 165/ P51 Lo HA I6C5 PRODEJ T REVISED c fluid CCdl 'the Florida Acceptance NO IL " d _ IaaW. . -7 . : By 11/ . / I:_CPh'P, H;IOKLKX.I (_3.3' UNIT cr i 1.456 HOOF f_2 .b1 2.810 0003085:91 (0.373) 1 6) • DOLT /1 • 3.(00' KAY. MAX + - \ \ 9 } ! / / II i II i \ I \ \I \ I I I N - \ \ \ 1 33.000 0.C. 38 1 rNO3161' ACTIVE I I / I // I/ / / / 1 17.0.30 MAX. ❑FAR■ 0C. TYP 51013 Ii 7 MAX. 6.01 M4 I �Ien ■ 801:5: 36.125 MAK. 1)01 Y' r'19 "0:03' 10.0(0• F - vsx. -� A _1 II X. A A - --•� VIEWED FROM C C EXTERIOR 1. .`. S(SLLATION N'THODS. MI l: 1 1_ MI- 5 !2.1 .\ 5-,CONE 13ACK6ED:ING. HEAD: TIIL 11150 S SECURED IN THE ROUGH Off.`) `.5 trSAN0 1)0» 1/4` TSPCON 5(111_0'1' a' JAMBS: THE JAMBS ARE 513110 R.7 05103 1 /4' Ton :p4 5CRr:A3 sip M4SCMRY OR ;10 SITS (.v53081: TAPCON 520(010 15 THE SAME AS 8CCD :.CRFWS 5211:100. N V-3 . 00- /912 1 1A FA'0 -276( IA 1W0-3169.4. F1Y0 - 25661. rSO- 2709.. 1181 4652 -b. '31 65/ 6. 7 51 'SF + ss / -t: til +/lie; 6 - 7 SF + 63 / -6C ?57 UP 15411NG_ 3. 1.3,64E 1 Kin:, n:, ION: CORNERS 49F COPE) 54)1 13, GLUED AND T-CN FA0173(1) USING F3128. d'0 K 2.50 1(X40 : 424FtF1 FFH 11l'A :..1111 C3RNFR AND 13118 tI5 6 7.307' I ;#)G FIRERS PER SIL JAMB CORNER M+J(. Jtl T 011151' 4. PAY1 CCNSTRUCT ON: TF£ + PANELS COMSAT. GUND V.O:TISF. A'4') 1EN011. DOWEL SCRF(11) AND CL'_")) 40411131 CcN.SINUCC O-1. META_ PANE'_ FRAME ATTAC9MFh:- CI .'S ARF 170414/71 '0.000 F1OV CO81113R5 �c '7.000' O.C. 104. (ST41011000 UN'T5 •. \ ?;. 5. FrEATHEiSTRI PILAU: ONE RCA' CF S,6'411313571113 9.: F AT THE 1'ENIM111H '3 •111 P.4(LL. 0. GLASS BITE. A 0.303' :X02 :0 0.1•E WAS URUZED ON AL 03155. ,56.125" MAX. 11111. 011, 0 0.0 :30' MAX. r --- D 1 M.X. i A C VIEWED FROM C EXTERIOR 14.00C" 3.1,. RAY. - yr , DOTI 5132_`. 2. (7 pANt; 51'3(1 ICAOOPS HEAT STRONG HEME3• THE UNITS AP.F O A7FI: OATH .414 61016 6111)9,5 NCMIJN" GRA FA C: fir? 1714180?3:. 31.A•:, (41844/0511) !- (1R!- 6/32 - '112) :K I ICAT- S CLASS 5)4(10 (16T A .090" V41 INN J! LL"EN •JJNIIFA„^T,.8E71 BY : '39r OF. 5C4_111&. AND CMG ://J2" !HICK HE%1- 511!1N31 - ,NW GLASS .`11(1.. DE Ar.1'_ALCC D UNITS ARE GLAZED WIT- 17/32' ;.537) Nom Am. GRA OR 11- 244 (AN1NA111) CLASS 64006.75(0 ONE 7 /3 • Ir•IC< AAN AL_L` INNLI(5 ELI 50.11 A .090" :•1 INN46 :0181:1 ALNUI AC „i' V BY 0:P0N1 CR 503..11.1 .WD ONE 7/37' THICK 41111.4 FO 7050'• 5H'rT. uLAZ:NO METHOD: 0LA54 r_ S11 -NOR 11:1 IN .1111011 413A1N51 THE SILICONE 6311001840 /51) THE THE 3 IS 6ACK01A2E0 Y11IIH. S'UC0KE. 7,30C' STOPS ARE 85E4 ON T-IE ATERICR. SECUR)3 W'TE4 1.500 STALES SPACED 6.006" ON (131144. ,!111 FSS 10 01-.*':Y 1'1.0011' OF CORNFR. TMF0 1.300 0.C. '410 -31805 76 FW0 -27805 F60 -21805 "113 - 11611S FRO- 296115 FAO- 271115 h W:!- /1bl111 FWD 685 1360•-24085 FAD-27685 4/5)7 2 . 695 ;INII + 521 -77 1- 182 P5F +52/ -7• 77 PSF +5 / / -:7 PSI 182/ -77 PSF -152/ -77 PSF +•3L / -// 1'51 152/ -77 8513 + 821 -77 PSF &2/ -77 PSF 01` 1:61'h(:`.: 9_429 MAX. J•r 11(1111 r RE•4 YE1 NCCF90'_T (48.04') I 1.49E RR13FR 11001 (32.077) . Cr12R 100(10011 (6. 6.c:to 10.(1.':1' I_ _ Mix. r --. A 29x8 1 C C VIEWED FROM EXTERIOR 11: IN084 1.0(11 LND 9110 5408)TY A;4 #13 51412 AI 10' 118,181 .5(1! Lkl. II _ LOCK KLLE'11) SL'?LW.: ANL 1(10.1EI) D`.13 PF8 TOP A3• RCITCM KFFPFR, AND 1300 P'R MIDSPA°) KEEPER. '.TO WOOD. FAS ENFRS ARE SPACCD AT 7• MC.: CLADS AND 17' MAX:. O.C. FCR TI = 61'A AND 584 C00.15 AK/ SPACED n7 6' F:C.N FM115 mr) I 4 • HAI. O.C. FCR BOA AND AL- 5 : -0. ;S. Ili de Product 27.02( - 0.C. 8(44, 1.1.030' ..C. M^ 1•. .cTH 5'7115 111-E F)-) .NC -WOO - ) O..TSWVI C (1 ) F/;I'IO CGR 1)5) P :k SINGLE A Mn..4fob TAW q ar?eiN .n : ei rn o vu Mrs ucY1yu. t'1oc/bt (3/10/•3.9 181. 1 0• 5 IYARA11: 1L19.1. DAD E• •FV4O .iM )ACI -18.0 - 3180A 7 180- 23007. WU- 2.7004 +03/ -75 PSF +61./-71, 1754 165/ P51 Lo HA I6C5 PRODEJ T REVISED c fluid CCdl 'the Florida Acceptance NO IL " d _ IaaW. . -7 . : By 11/ . / ti El VIEW C-C 4450469' - r 55 11.011.9 250' 1/4 MAX. 21 118 SPACE TI59C41 .m'411 at SILL) FATTNING DIRECT TO hIASCNRY USING 11e37:191 10- 21-16 HAD READ 6553) 12-15 12-16 OTY. CL 1, STATIONARY PANEL SEAM. $8-'3 ZCNE 56. 37130. 55. CCAL SZRE14E. 16 X .500' X SCREWS. /16 5' 625 SCRF45. gn, SCREWS, 110 X .5370` 6520.515. i10 A 1 603 5:7ie54s 0(3 x 2.500." SCREVeS ;1 C X 2.50C" 1151E13111 A1/8C1IMENT PANE TS: =MEL ;STAIR:NARY ATTACHMENT OF CUP 61 FRAPE (ETAT 0,AFrr (NLY) ATT4519659T 05 ,ILL 10 113.iGH 060.5 1.6 1,r151-0BIT OF 'EA() To 5154. IA5135 AM ACHL17..NI (7 51e. IC 5101 245185 321:440EN ar 5 .1. 1037.4 22 SIL_ & SIDE J455S ArACI•MENT OF CCRNER 100.49 22 HEAD .6 SIDE JAMBE A:141161 OF r , 61 5151 FLAIL 15 TAt 9001(FIC1.3 ;ECE TO FRAME 61TA5t-14565 3' 5CF5 TO FRAME AI I ACNM,N1 LAILM MLOLVLA 10 :NAME 6154560E67 CF HEAD .01,9 TO 570 IAMB ATTACHMENT ir SILL TO EIDE .1/3513 LLY.:A•ICN MAW:: FASTEI UST 23- 74 HAD 8-11 4 13 n-6 2 /5-18 x 1 0117000 91_10131NE . 1.550" NAIL. I .3C0' 4311 '4 1:1 X 5.300` SCREWS 5.0 X 1.503" SCREWS # •0 X 5.0C3' DOWEL. F_S-ITEL 6.503 DO,VEL, F_/TIED 5.3750' 3:scr5rroN ATTACHMENT OF C-15 TO PANEL (525110164PY ONLY) ATTACHMENT 3' TOP RA TO STILES ATTA71.34515 e•1 9&L 0 STiLES 011656146101 OF 105116 11/ 255 srn=s TO PA1<51 61 107. 1.11,51 01 ASID: , 1EAD & EILL GLASS 51065 10 PA ATTACHMENT CIF u6C6 MU:HAN:SU - 0 PANEL 1119155 10 1214 ATTACHMENT Cr 32,43-5 TO ST LES AVACHMENT EL1106 Fy._ 51113 417.40N4ENT 376 01" FoIL TO STILES LOCATION /74 (51 rASTENEFLF. LIST F4'0. 3 I 31: FA'0..3980 F'413-37837 1•4 F613 .31611 MO-29E11 I'VJ-.4/611 FWO 21E:1 EW:7 369 , 51:-296.9 2 'WC-2168 ,, ANEL CES. 3.4.50) 30.50.3 28.5C0 22.5/5 3‘.5C0 .30.503 21142.1 22,575 34.509 30.503 25.503 22.573 WHIN 94..065 01-.0E9 134.0E9 94,654 83.744 83.944 8.594' 53.54 75.059 76.059 75.(69 75.055 IC.I I 14 11.1 1114-N511114ti DETAIL -A- SCiALE: NONE SCREWS LCCATED ON All MAW NS OF EACH PANE- DOA"! r, 13470115 ON .41. FOUR CCRNERS C1 EACH sasa rWC. 3183 7 50-20n 7 50-2793 wc-vto FY/0 31E' 1 FY/0-291' I 1 WO-3 iE' I FY/0 216' I FWD 3158 660- 2(58 55 F130. 7155 ON OES. 36.125 32.125 30.125 24.5:0 36.125 32.125 AI.123 24.57.9 36.123 32.125 30.125 2 55 23e 05.430 95.459 07.4.45 82.313 82.313 62.313 62.313 75.438 79.435 79.438 /9.4..15 11604,7 7.1 051:6510143 1 F1 FV10-2790 - .11-.1 • 51! "590 29511 'We -275 I I 660-3 I GA 15 100-2758 UNIT 0ES. 2 2 2 5 CI 57111,65 111513.1474 11E90 4414, CI- SUN-ITS THROUC41 i .14:41 5165 31.481 6190 3 2 1W0-2940 /190-3 /1111 =WO 3411 i'50-29611 /5 f1113 750 6350-7950 11999-3 /54 2 2 2 2 '1 '1 5 5 5 Si UNIT DES. OF 1 3511055 or solo or sn;:ws 71190.134 - HR01):741 IMP.9355 IAEA: 341S3 HINGE -JAW _OCK :AND ACiVt 119115 5 i 53 31449 510E -LNICE 45 000 4459 SIDE 9 17 JAM': 515 occrivrG 45 JAMB SIX HINGE ,ORNFF. 1000, SCPEW. $10 X 5.0043' 4 '/1' DIAMETER TAPCON 6119E17, (10-24 UNC X .500 FL SS, 53.0 42 110-24 X .500 rI , SS, Tr SERE*. 0-21 ONE X .500 FH FL. 3S, 0117 41 3 'C'AT LOCKING MECHANISM 10 7 ATI". 51190E :-Iurprxe 3,1 5132, ATTACHMENT - IMPAC1 SCW, /8- : 5 X !" 3/ I/O X x/e num SiATIOIANY .A.1401 34 SEALANT 33 SCRE*. a 5 .505° 32 SCREW. 10 X 2.500' 10(Y. 30 1 51.1. LOCK 29 315 /3590193 STILL 28 STU% /5 1,7 ‘1 RAI/ 27 513 X 3.000 25 SpACER, 1.300 7...45..S STCP 24 FANEL, 17:06 5100 23 5663339' (5033 37(111411 22 tYATE4040. TO= RAIL 2 0-1611, .3387 X 1/4' PANEL. SILL STv- : ILLLN, HA 1)3P FILLE;. ANL 65170M 17 FILLER. LOCK ST LE 16 '.41 51/5, 111.56FT 14 RAIL. 131 13 901TOM 12 15 5.11LE, LCCK 1,44,11116111) GLASS FIANCE. 5.5550 FLANGE, SLX HIN4F ASSFMFI 7 SILL 436E38LY .142'3, Nth: COVER, 301.6 HEAD NO. 00.5:910101 5/3)90 5903 57059 57950 57020 3529002 STEE SIFF. 51611. a622195 3622157 36221S6 57159 57075 352061: 4271.123:: 57056 57060 VUSEN75: 320050 3621230 Y/014 4.7113 5105' 3 324163'70 25-305 5:025 5 LOY...V(2/42 57.046 6720501, 570)2 5701' 91910 57-X0 52172 5217: 52173 51022 57923 04170 '5043 '5073 MD$CD54/25/30/41 57040/50 57047 1./019 571:,31 57018 2 COVER. ....AM3 SIDE NNE, HEAD 541.1.:41 PA41 eiFF:F; 8164.4 YIAINLLSS STEEL STEEL 31111. CIAL STEEL '1,1 63 P91 rosDARosA 5165 NIUCLINt. FMK i:S.5 5 P171 YPRO7t1F5 PONDARDSA PINE PON0AR33A PINE 5111 FUNDARE,A PINE PINF SIUCONE , CLYFROPYLE STEEL 21,3 11,41e4 ASS 1 5.0:0 31.520 0.136 3.211 .366 0.670 0.670 0.670 -3.070 0.679 0,679 04.15 1.500 0.428 3.5-3(r 1.557 S'EEL 1.557 0E174 0.075 0.375 0.' ad 1.500 1.500 450 0.019 1.572 1 1.157 (.544 1 ,44 6I*1351LA0S 51468124.52 34NIL54,1611 PONDAROSA PINE PON56=.006 PNE (-1695833301, 674E 90464 )551, 1,' 13 VO49. VINYL 511(5(45. 5105 177EE VINT J411.1 , 1111111.90SA PINE 5706605332 OONDEROSA PINE 13316371A52 MAI :MA_ 1.116 4.438 13.594 4.'1.3 2.' 56 2.' SE 1.117 1.234 1.710 1.234 1.211.1 11110 I 0.6 1.609 0,583 1.719 1.719 1.719 1.719 0 394 0.394 5.233 4.202 4.202 2.41 0564454 RETERANa 1151 TO 4330062114 5607711 533)6)9 CVL i I 6041551' 15/18/03 191. 2 PRODUCT REVISED eorapiyinoillf Ihr Florida &dike Cada Acceptance No u. • "ILE FRE \IC HWOOD 'SViiNG W;)) PA 10 DOOR LIN-T-IM = SAO F Ancersen (t;inoorc [Ofi liaypse. Minnesota 15073 IM1 nEnTatilEN:1"47"'APVEEKVO:- obi 6..(21 .1 951111. /1... 0,211iM. 21 DAN:- FW0- IMPACT 41451 F.1510 5000" ....XPitt, 5.9 I-.0 5.500 ALL P4R75 1./ANUFAC 22 , 011: , UT AS d/16/03 0/7C3 9 An-/170 4i' 20/00 A 5/6/99 REV,SION nco 31E0 50.562 79.50'J 95.437 MO. -2980 50.552 73.500 93.431 6147-2430 50.062 75 500 95.437 FWO 2150 50.562 79.500 95.437 FWD-3161 • 67.437 65..115 .11-51.1 150-7991. 27.437 65 375 62 313 MO 2161 67.437 68.375 87.313 F50 216I 57.41/ 5. 210 09.11 1933-3162, 51.562 63.500 75.427 1 61.562 63.500 79.437 F770-2. 64.562 63.500 79.437 6143 2168 64.862 63.500 79.457 2N11 DES. GLASS DIMENSION DAYS CI- T OPENING UNIT 61141190115 iIEI •rir (01.944 1116 611 FIEIGMT) • • 50.562" !AU. 111 147( (ti if-A? 46' 011 78.0033 - MAX. _x! DA'6 X0 IT 5763111111 911 111110 94.C50 MAX. PANEL 1:Liu!!! 30.575 FOR 6 HECHT) I le MM. :r3351 11 FIX_ LENGTH OF 31L x 417 1554 72 71300 L'LCK. 2' X 6 5P • )2 W23:. 95574 SECTION A-A ACTIVL UNITS 1 1.250 MIN. 0.18EDMENT 1.471r (7 )A4lt 1/1' MAx 3I l!M til %Gt. !I 5 43A" MAX. J1l- 43 :;.1 94.079 MAX. PANEL 4414344 00.56" MAX. GLAS' DM. 711.500 OPENING • M 5iLiCONE EEA:: Or 5.1i _XI_ , IOR 111414 04 2" X 6' 314 f3 WOW BOCK STATI74-AR7 .17.05 WOOD VIIM, SECTION D-D 1.250 EMREDL - .430" (2 AM(TERS) 1/1 LOX. 2 51114 SPACE .410 ASTI, 93116716L (.392 A \ :(RSEsi 8174.6641) .0S3 7/37." ANNEA_ED - • .410 ASTM NOLSNAL (.302 1441111151 _. .3 LA 6110.; . in! 11 9 78 CO 8 4/22/110 71711106 .415 4579I 801004, ( .392 114067565 1+061114144 :kl'AJ 1 1> • 14 NOMW4L) 2'J5451 512.171041. 5/357 61141 - GLASS 13 6598 :vom.r..AL ANCERSEA hCANIKAL) NFA1-SIRENCTF..NE.0 LAMINATED GL4_,S CONS 8/8/03 ?AT 3 Ci 5 PKD ISUCT REVISED asmpRiog with the Molds Raiding Cods Ampftece No &ulna= Date .090' 5.16 5/32' NEA !IILNC II IENLD 1111 FRENCHWOOD 01f SW ts WO) PAM) )00k UNT-IMPACT NCI. Andersen Corpufution 1:1cryporL, 95003 LAjorgVitaP *'4VrNa■■■A''g'W'ZgXgnF'eraa, 3twx sc, IM44-1 ...1P0.71. 191, <IL xrunno. togv.ic 1.11X1 DADC - 0 - PACT 35.393 5.320 E 0 0 3-1 lIN _MATIONS 4/7/0 3/23/00 4/23/00 A 9/19/03 4 o 5 t mm rtOLLT:V , IS7 ,.. 01 as coatplying Mil: ie Finkle BaliCas Cade • • IM . • • Inn FR :7 N C WOO 01.! (- W()) 1-.4110 - :0C) R UNIT — .MPACT INGi h. ANIEFFIEF CF/3.0Willn earPOrt. Milnesolo itZ03 man. t.L1 11...1111:Cr. .,10.1C[11 /..P.I`Jrt :0,10%.41 1916. 6.1 DINAlat &aim DADE • r WC • - 4P4 CT Location of structure Owner's name and address E 1 ntLt 1354 Dale 119.01 ORKIN EXTERMINATING COMPANY, INC. .R. Gf /71,1— • (`1atnd STREET ADDR TRWIRMINATING CO., INC. 1820 SOUTH 30th AVENUE CITY ND ZIP CO E A 3 3008 FUMIGATION NOTICE 1215 N.E. 95th STREET, MIAMI, FLORIDA BENJAMIN PECK SAME Type of structure 1 STORY CBS HOME Number of cubic feet (approximate), 30,000 Name (and approximate quantity of fumigant) VIKANE - 30 LBS. Date and approximate time of release of fumigant AUG. 16, 1971 - 3 :00 P.M. Length of fumigation period (approximate ) 18- 24,HOURS Distance to Nearest structure (E) over 10 feet ( ) under 10 feet Special ID Fumigation Card Holder or Cert tried Fumigation Operator in charge: Name ROBERT G. MEADORS Telephone 923 -0586 day 691 -8884 night FUMIGATION SHALL BE PERFORMED AT ALL TIMES IN STRICT ADHERENCE TO THE FUMIGANT "S REGISTERED IAD L. AND FLORIDA STATE BOARD OF HEALTH Regulations, Chap. 1701 -2 PAC CC: County Health Department Fire Department Sheriff ' s Office PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date to % 4 00 Job Address 1 d, &fi\IiZ Pf _S Tax Folio Legal Description Historically Designated: Yes No . 7‘Owner/Lessee / Tenant 'All Cl L' Chid d 1 .SO( S )Th Master Permit # //� f , n Phone 30S � s g Contracting Co.l" I i a i i - \kb l / g_ IN Address I.6. 3 C er - (k-, ,444a4 . -7 ). 2 )C)14 Qualifier O ¢t,l�► iS�_ A��ti l q Phone 3f:• State # Competency # CA 4 f , 2.03 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): WORK DESCRIPTION Y Owner's Address J f S ME l S Square Ft. 1 1 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do • e work stated. / ? Sighnturuira iit=r and/or Condo President Municipal # FEES: PERMIT - i ( RADON APPROVED: Zoning Building ding Mechanical Plumbing ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN SS# Estimated Cost (value) 4 \/ 500. I ssro L. SANCH MISSION # Signature • Notary otary. t1riiYA!�Mw:�wrwlr:4itttsiii -rr My C xpires: C.C.F. *At NOTARY Electrical BOND Date TOTAL DUE .5 / � 6� ? Zio Structural Engineer Introduction The charts included with this cover page help calculate the design wind loads as determined using the American Society of Civil Engineers Code ASCE7 -88 for use with garage doors. The charts are divided between single car garage doors (up to 9'W x 8'H) and double car garage doors (up to 16'2 "W x 8'H). Instructions 1. Determine the garage door size as a single car door (up to 9'W x 8'H) or double car door (up to 16'2 "W x 8'H). 2. Measure the "Mean Roof Height" of the building. The mean roof height is measured as the average height of the roof, not the peak of the roof. The eave height may be used for a roof slope of less than 10 °. 3. With the door size and mean roof height known, the appropriate calculation chart can be -used. 4. Determine the "Minimum Building Dimension ". For example, a building (or house) with a 80' x 30' floor plan, has a minimum building dimension of 30'. 5. Measure the distance from the corner of the building to the nearest edge of the door opening. The nearer the door opening to a corner, the higher the negative design wind load. The corner wind zone of a building is defined as 10% of the minimum building dimension or 40% of the mean roof height, whichever is smaller, but not less than 3 feet or 4% of the minimum building dimension. 6. The wind load can now be determined. For example a single car garage door is to be installed in a house with a mean roof height of 15' or less and a 80' x 30' floor plan. The door opening is located 2' from a corner. The design wind loads are (using the charts): +39.9 PSF and -43.5 PSF. Fill -In the Following Information Below (Type Only): Homeowner: Andy Stuart Street Address: ASCE7 -88 CALCULATION METHOD FOR GARAGE DOOR DESIGN LOADS 1215 N.E. 95th ST 33138 City: Miami Shores State: FL Z Model No.: 9 4 Approval No.: 97- 012 2.0 2 FOR CLOPAY GARAGE DOORS ONLY FEB 2 8 20 THESE MEASUREMENTS FOR USE ONLY WITH CLOPAY BRAND GARAGE DOOR PRODUCTS Evaluation criteria: ASCE7 -88 Calculations and Measurements Maximum dwelling Mean Roof Height: 15' MRH Maximum garage door width: Single car doors up to 9'0" wide x 8'0" high Measurement "D" (in Feet) Amount of Opening in End Zone Measurement N (in Feet) Minimum Building Dimension . �::jj::j }i:} iii}?;:i:: ? ;:;:;:j�i::4:4:•iiii:4:•iiii:•i :•. J:4Tii: ?::::::.: � :::::::::::::::::::: ..�.:••: v::;.. :.....:: ::: 30 .... 1.5 30 3a 35 35 35 35 35 50 50 MEASUREMENT 'B' DISTANCE FROM CORNER OF BUILDING TO EDGE OF OPENING Measurement N (in Fee) Distance From Comer of Building to Ed ' e of O ' enin 2.5 MEASUREMENT END ZONE DIMENSION 1.0 2.0 3.0 1.0 2.0 2.5 MEASt REMENT . O' AMOUR OF OPENING IN EN) ZONE tit Measurement "C" (in Feet) End Zone Dimension 3.5 3.5 3.5 :.;:.:, •::.;:::: ..... 39.9 10.... 0.5 4.0 4.0 4.0 4.0 & Over 4.0 1.5 5.0 5.0 MEAN ROOF HOGHT DOOR OPENING CAN BE IN EITHER LOCATION. MEASUREMENT 'A' MINIMUM BUILDING DIMENSION 2.5 1.5 0.5 3.0 2.0 1.0 0.0 3.5 2.5 Resultant Minimum Positive Design Load in PS 39.9 -44.0 ...,........:.: -43.1 39.9 8 39.9 -45.3 - 43.5 -42.6 «.4fi'• 39.9 -45.7 39.9 39.9 39.9 39.9 39.9 39.9 30" 24" -44.8 -44.0 -44.8 -44.0 ...::. Resultant Minimum Negative Design Load in PSF 3 .5 5.0 ................, :: 4.5 5.0 0.5 39.9 -43.1 ....----- ...___._ •:: :::......;;• :.: >: +ia ?i % > > >� "SFr...__. :.;>;;:.:.;:.; :.;:.:�:;.;:;.;::.:;:::;;::.;;; Ski: &:.... •>:.;:.>;;::;:::::::>:<:::::<.::::::::. �... n�....;; s:;.::.::.>:;:.;:.;::.>:<: s:::::»> s>:>.:;::»:<:::> :................. .........................:.:... -. These calculations are based on American Society of Civil Engineers Code ASCE 7-88 for Components and Cladding (Exposure C), 110 MPH basic wind speed, Hurricane Oceanline Importance Factor of 1.05. The calculations shown here do not apply to open or partially enclosed structures. Calculations are based on an average door size of 8Wx8'H. This calculation does not address the the supporting structure. An approximate 8% reduction in design bads is allowed if roof slope is 10 degrees or Tess. (Type All Numbers) Measurement "A ": Measurement "B ": Measurement "C ": 36 II n Measurement "D ": 24 Positive Design Load: 39 ' 9 -43.5 Negative Design Load: These calculations are intended to cover the requirements of Section 4.0 (Conditions of Use) in the Metro-Dade Notice of Acceptance. PECHART.XLS METRO -ODE BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 - 1563 (305) 375-2901 FAX (305) 375-2908 Clopay Corporation 312 Walnut St., Suite 1600 Cincinnati OH 45202 1'our application for Product Approval of: 24 GA. Sectional Door 9' Wide under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Clopay Building Products Co. drawing # 101702 -24, last revision on 07/08/9 signed and sealed by M. W. Westerfield P.E. (For complete listing, see Section 7 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for ,luality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The :tpp[icant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. .Acceptance No.:97- 0122.02 (Revises No.: 95- 0821.02) Expires:08 /21/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE [his application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:08 /21/97 Internet mail address: postmaster ©buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodfiguez Product Control Supervisor cs w anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Track Skin End Stile Center Stile End Hinge Center Hinge Horizontal Reinforcement Shape Frequency 16 GA 24 GA 20 GA 20 GA 14 GA 18 GA 2'/." x 20 GA U 1/3' Section 2 /Other Section Clopay Corporation ACCEPTANCE NO: 97- 0122.02 APPROVED : AUG 2 1 1997 EXPIRES : AUG 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I.0 DESCRIPTION: This approves sectional door 9" wide x 8' -0" through 6' -6 " high made out of steel, drawing quality Grade 28,000 KSI (ASTM A525), galvanized coating of G60 (ASTM A525) and finished with baked on polyester coating. The door shall be constructed and reinforced as detailed in the approved drawing #101702 -24 2.0 USE: This door is approved for a maximum design pressure of +42PSF and — 48PSF and its use is restricted to this pressure. The door passed the impact and cyclic test; therefore it does not require hurricane protection devices. The door shall meet the burglary security requirement of section 3603.2(c)2(aa) of the South Florida Building Code. The door operating mechanism (not included in this approval) shall be certified by Underwriters Laboratories or other recognized agency. ido Font, PE, Sr. Product Control Examiner Product Control Division Clopay Corporation ACCEPTANCE NO: 97- 0122.02 APPROVED AUG 2 1 1997 EXPIRES : AUG 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5.0 LIMITATIONS: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested (according to ASTM E -8) by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimens were selected from coils at the manufacturer's production facilities and a notarized statement from the manufacturer that only coils with a yield strength of 28,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. 6.0 IDENTIFICATION: All approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ". 7.0 EVIDENCE SUBMITTED: Test Report Test Date Signature CTL #986 B ASTM E -8 12/16/96 R. Patel, PE ATL #111201-96 PA 201, 202 & 203 11/13/97 W. Mehner, PE Calculations Mark W. Westerfield Date 01/10/97 Drawing Number Clopay B.P., Co. 101702 -24 -2b- Signature M. W. Westerfield, PE Last Revision Signature 07/08/97 M.W. Westerfield, PE an tdo Font, PE, Sr. Product Control Examiner Product Control Division Clopay Corporation ACCEPTANCE NO: 97- 0122.02 APPROVED : AUG 2 1 1997 EXPIRES : AUG 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.0 INSTALLATION: The door shall be installed as shown on Drawing #101702-24. Wood in contact with concrete or cement shall be treated with an approved preservative as set forth in paragraph 2913.2(a)1 or shall be of a durable species as defined in subparagraph 2913.2(a)6(aa) of the South Florida Building Code. Installation of 2" x 6" wood jamb requires a'' /a" x 33/4" ITW tapcon and 1" 0 x 1/16" thick washer @ 8" from bottom & 16" o/c with a minimum embedment of 13/4" into 2000 PSI (minimum) concrete or grout filled concrete block. Or 3/8" x 4" Rawl Lok/bolt and 1" 0 x 1/16" thick washer @ 8" from bottom and 24" o/c with a minimum embedment of 1'h" into 2000 PSI (minimum) concrete or grout filled concrete block. Installation of track requires a 5/16" x 1'/z "wood lag screw at each track and flag bracket @ as shown on Drawing #101702 -24 with a minimum embedment of 1- 1/16" into 0.55 SG Southern Yellow Pine PT 2" x 6" wood jamb. 4.0 CONDITIONS OF USE: Application for Building permit shall be accompanied by duplicate prints of the approved Drawing #101702-24 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section along with computations prepared by a qualified Florida Professional Engineer or Architect verifying the adequacy of the door at each site. The shop drawing shall bear the signature of the Architect or Engineer with the following statement: The supporting structure has been designed for the forces shown on the approved manufacturer's drawing ". Application for building permit for replacement doors shall be accompanied by duplicate prints of the approved Drawing # 101702 -24 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section. Also the building official must be satisfied that the proposed installation meet the use of Section 2 above. - 2a- andido Font, PE, Sr. Product Control Examiner Product Control Division Clopav Corporation ACCEPTANCE NO : 97- 0122.02 N16 2 1 1997 aus 2 1 2000 APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS I . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer; who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering professions. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2 (b) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section 11. The spacing of fasteners at windowsills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Candido Font, PE, Sr. Product Control Examincr Product Control Division END OF THIS ACCEPTANCE -3- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address J C$rvtP S 'S . A Ga.( . ) C; aP No. I a 1 S Street ►.I- E S� Registered Architect and/or Engineer c . Jic �1 Name and address of licensed contractor Ge rteca. S'ecv■ce 4 4'2.54 S l,j 'it') A r2 . Location and legal description of lot to be built on: // J020t / �9 S ' 0 Lot 23 , y Block p 4 Street and Number where work is to be done I oC IF; me qs st. ft-eft-WC State work to be done and purpose of building by floors), state exterior colors (submit samples) VGSt_ t t2T' n C F rr (C)Snce New Building Remodeling To be constructed of Kind of foundation Roof Covering 11�7� Estimated Total cost of improvements S G t)r)ri . 00 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to Remarks (Sign STATE OF FLORIDA COUNTY OF DADE. Permit No. Disapproved (Signed) - 5 V } SS. MIAMI SHORES VILLAGE t /— 07 BUILDING INSPECTION DEPARTMENT 14// APPLICATION FOR BUILDING PERMIT Subdivision Oka wtt Shores ce=. 0 k.JO 3 Date • L `' Date Addition Repairs V No. of Stories Amount of Permit $ Date — - 19 Go Before me, the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared Read, Sworn to and Subscribed before me. Notary Public, State of Florida and for no other purpose. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed tin. -r t 's permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned a• -e j • employ onl such - .contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. to me well known. and who being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. 7 7 • = 7 *-* "7.= • • • (305) 662-5920 = = ..7= • I =*. * = " • = = = = DESIGN & DEVELOPMENT CORP. RUSTY KINNARD President C.G. CO37464 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date �{ 19. Owner's lame and Address 5/'' AU 4 t1 l 4 G s..4--1 F 1 No / 21 ') Street 1.)L f) J7 I - Registered Architect andior Engineer -Q " &42 t 4 rtfC_l4A,,/ tAfs .5 G / e� ,�,e _ Name and address of licensed contractor lPt4J j ✓ a Si.i.k, if Oc.,s.Jt�F �lP C�R7( azV S-? teak. Location Y - and legal description nt lot to be built on: A -.12# iii .34'4 3 Lot ( 2-21_ Block A Subdivision /' ((L _st__ —' " . .37 Street and Number where work is to be done 1 2, ( '._1.L . 75- 3 1 .. 1 State work to be done and purpose of building (by floors), state exterior colors (submit samples) ‘ c1 ,, "40 C.- ) kJ �^__J IRO'S ea ./L P ^-5 1Sty ►Zts, d;,... 4 3( . and for no other purpose. Remarks (Signed) Permit No. Disapproved (Signed) . /D t Date Date Size of Building Lot No. of Stories New Building Remodeling Addition Repairs T be constructed of Kind of foundation Roof B 4 �k� Estimated Total cost of improvements S 2 .4 (►° Amount of Permit S Zone cubage required Plan Cubage Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement. and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors on work to be performed under this permit, as are licensed by Miami Shores Village. Read. Sworn to and Subscribed before me. 37gI' 41 STATE OF FLORIDA COUNTY OF DADE. ss. Before me. the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Notary Public. State of Florida J '1 z Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anchor workmanship. r• .'; ' F 7 1 ; t t -1 1 1 ?( (z1 I , (/ ...._.. ./ 2) 3 prLy: 1 �r. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date 2,C„,) • , Owner's Name and Address � ^ No.___/ / Street -' Registered Architect and /or Engineer Name and address of licensed contractor C� s rgi_ Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done /__se.__ L ` r __L.. �' � �_ ___ ' � — State work to be done and puyose of building (by floors) New Building Remodeling ( Addition) Repairs No. of Stories To be constructed of L. ( - , Kind of foundation "' ' , 1 �a ' r) Roof Covering Estimated Total cost of improvements $ -= Amount of Permit $ Z `— Zone cubage required _Plan Cubage 7,00 • Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. / Remarks �Sikt�ed ) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, bein by me first duly sworn, upon oath deposes and says that he is the of the above d scribed construction, that he has arefully read the foregoing application, and that he did sign the same, and that all facts therein by him tated are . . Permit No 1_ I ` Date Disapproved Dat `.f... Building Inspector T cA i 51 Read, Sworn to and Subscribed before me. e v Chairman V __ Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty / materials and /or workmanship. PLANNING BOARD ) DATE and for no other purpose. $1. tiIY to me well known, Notary Public, State of Florida My Commission Expires o I • Owner's Name and Address.../!." MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot �" � Block 2 Street and Number where work is to be done Disapproved Q - ` ,ate (Signed) lding Inspector BUILDING INSPECTION DEPARTMENT Pt" ZY C ray 4 Subdivision C 0 ,, _ New Building Remodeling S Addition To be constructed of C-6 Kind of foundation Date e C ` 6 No State work to be done and purpose of building (by floors) and for no other purpose. Repairs No. of Stories n4 < ' Rgof Covering �r -� zv Estimated Total cost of improvements $ � • 4r e 6+ c Zone cubage required _Plan Cubage_ ('' a �� Amount of Permit $ < /s' Street 7 (O z ?�': DIstance to next nearest building Size of Building Lot / ``" k' ,19 ' Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such ubtronctors, on work? to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) �����" /) �� STATE OF FLORIDA, COUNTY OF DADE. J ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No._ 1/ a'a''_ Date r ° Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. r c A t . • t L 4 • 2 • / C.: 6 ( s ( -() ) ' , ° peared Permit No Disapproved Dat (Signed) Building Inspe •r MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. M /� e. ? ,e/ — Date 9 R a, e -4- , 19.E./ Owner's Name and Address........ ,r, I- , V.:&. No. /2../.5 Street ALE gs .ate- _, i Registered Architect and /or Engineer - � P ra '? a Name and address of licensed contractor -.__ 4.L. T.4M.t_�. -j t.�,�..i' /.�f t -nA�1 z.._fs., :.e.,.. ,. Location and legal description of lot to be built on: Lot c Ail, . ° �- 4' Block 9 4 Subdivision..._.. 5Ecy. Street and Number where work is to be done /.2,..1..5 14_E 95 .57 E .E: State work to be done and purpose of building (by floors) and for no other purpose. New Building._.._ Remodeling (dditio Repairs No. of Stories To be constructed of 4 \ 4 " Kin of foundation Roof Covering Estimated Total cost of improv ments $ 1 i AP_ 00, e c% Zone cubage required f Amount of Permit $ .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to 'be borne by each floor I hereby submit all the plans and specifications for said building. All notices with L reference to the building and its construction may be sent to A� (24 -.fL,TC� -1� a ` _Q A 1 3 8 CI 40A14.41 The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be erformed under this permit, as are licensed by Miami Shores Village. Remarks (Signed ).. -f -// STATE OF FLORIDA, COUNTY OF DADE. f ss Before me, the undersigned authority, a notary public 4uly u orized to administer oaths and take acknowledgments, personally al)- n to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and than all ac therein by him stated are true. .., Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires LANNING BOARD DATE Chairman Member Member Member Member .. Member __... Council Approved Date Disapproved NOTE: A charge of $1.00 will be made for making corrections or changes to this application the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or worktnanship. Date after approval has been obtained from as Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. �' Date _ /A / Owner's Name and Address Z.( 4...... . /1.t.,/ i No. f l i:' Street..4' , 9J Registered Architect and /or Engineer... -.. -...77 ,o‘ Name and address of licensed contractor dS1 ,s .lam 1.4?.e .P,or Location and legal description of lot to be built on: Lot....iZJ V . V Block q Subdivision , ,-` 4 ` ti'- e .,l�, . _- j .. c' J Street and Number where work is to be done /2./....C7 11(J 9..e a ' State work to be done and purpose of building (by floors) 0,../ /—. / /.!/L € /illQ 2-- and for no other purpose. Remodeling Addition Repairs No. of Stories NG Kind of foundati n 4'r7� Roof Covering 00 improvements $ �� A mount of Permit $ New Building To be constructed of Estimated Total cost of APPLICATION FOR BUILDING PERMIT Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for s3•d building. All tices with reference to t building and its construction may be sent to / /O F The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subc ractors, on . ork te, be performed under this permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. J Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully re $d the foregoing application, and that he did sign the same, and that all facts therein by him statl are pue. Permit No._..._ /� Date /� '� Read, Sworn to and Subscribed before me. 7 �. Disapproved _ -4 Dat (Signed) Building Spector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Q s 4 4 , 3 .Plan Cubage.. /Igo o 0 Size of Building Lot (Signed) Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. ligl JIIPEL r _ • _ iNt • I • I =NM iM inw imummeor tamt gic Wj __WM! IMMI_MINOMIUM; _ - - - 1K4MMI.IiiMMMMMEMANORM•M _ — — 1 MO 7 M! MO R te IN! MA I ME lb 1 _X dintineneVIANDISIMIRMIN 94 t S -CT .!) 4 1 r 1.0 wm r. VS. 71111 •••• ••••• • a+ IIMIFMMMAMIM Jip Oa IMO 7.x .' tt Yet t effinalAgz i ri.n tj:aj .r.„,-•ros, of construction to ma to ariv a .,eras .o s1 ;fir; a, or o ss5.ans t.''.. he ir..ay desire Hoy = '-:' ^Ueci.f ied or s own on • raw_nc_ s. 1 le sane shat. nto r a >1e of r. e3 o •n .a c ul; �. s!IL'•i1 0, `ar3 ma e 3 be ar upon n wr., ,i cr oe t,ve.5n •wne_ HUMMMENTMENGIFWInS73 trollinWralt IMINNOWRIOMMIGHISOR Mme. 10 t-a . ivitermeanaarawirarnansearnmaiminairm O un W .0 a the 1 ? or a r. , avra,,n • s ma o a u ,_ release oI .ens s.,. gne v a .ave ho -- a •r ^o as a ^d • zr wa - s an . Inspec tor '3 fees required wi nou extra •s { 7h . an• wa er no er e •osi e •. it a •r - pa es a_ is ?es e.t ira occur to an person or persons, 1 • rosecu -on o e `vcr un J. 'possess n v . ie Owner. T e on - rac or s - rovi e a__ e:*a (*essa a' s rail n s e ro -ress of the wor vro rn. ng s. gns e c• • ur 3 s ass' 44o a 1'1 IA •• a R he on U30 ne'* ect or acc:i j.ent •ur'in 10 W r ej e as O s 1c AMR le •vo ress o� e e a acre to he wrier a a a * or a31! ns �e • ante wi h ariv , for oven' a ..or'Densa on :.,aw ch ma e ut 11.1 . O el act .eiore 1e com • w. n „ra tor na h s su. -con rac oo ..'&1 aecur'i ee or ee t,a e kn a'1 r s a ave a. e ' rom s a es•onsi .r} oreman. n a• • t_.on • he on .rac r mu ve e wor. 1 s •ersona" supervision, T 33 oreman must `tur n7 wor no .lours. An ns ruct -ons or no _cat: - ven o e on rac • 1r ICA ,c tlle con • rar he on rac f'u .311 1 a .,ass'.ar on nee e suer' as scar. o�.wn .., " r rind 97 1 o ;het' emporia:— WO_ fi.cr a1.s an no ricr.:•.l:thi are ..c be he ie ; e L.. a'3 an eon rut t: on sh _ con o k4! rA an', ;3 1 1:11. ar r aws n f. re n • c. r,v :,rf: - u? sII`" is erecto. an s.a .1 a arle art s :a11 he res onsib`'.e 7:o an. • o .. on o 1 mace u1 acre •,a le withon a• .i , na p nr wi rin dur ,s o c sha o nspects and appr�vca and ant certi icates "ha ' ssuer. or ne sari .e . vere raw ..,r .1 or .. er, :c'no• for he w r - she • e at a sia. r'C .se or 0ro•ee e: part cu ar care •e no IF' 'e r.i. s ne ^es sn ,,)e jonara. on racror al.T; afl ft 1 ;ern. 01 2 T' *r . vv , - . fl rotor tine o:3ure sha -_et.i'arl 04 10 ':or ar ne .rem .se ': nail' essami#maio esca u in . must •e .• ept ree rom surp_lls rater a V slow: a• n!, sor:s ::pus be remover Iron' ?.00rs an wa is an e . L... 1x1 .'e aev or oecu �• er c) ..t 'e 14 Oil 0 .e WO a a ren'i r3 a n . a.i._ora 1 or s :rte, e i?s may •e necessa. zritik 1`a• V r a , aI Ines. 2, i. t e cc):'+. cadiENZEIMFAIIMEMEEMPErak ?. eone °e ,e s :.il.1y e o the . rc . r • ons o : , 1 concre e ,o • e •0 .. -) concre e ea _ 5, r� concre e sf a mr c ne xe • m xin „...on SO cemer.., • e un.i orm.„.• is riot • >' throl?" "le n .- - 9 ' ?Ti 7. m n co a• o • • 1■1 I; � . .- • +ice rao. 'tiTc r i ;i x concre 3 W. .e consi•ere• e• a z)": ti tz.L on t)-' .. 3'311 t V ' • _ ° • No r&-volleti. . "Jo • f 4 .1 ...1 - ■ Z •' 4 .):), ... .. 3 , __•: Yr /,.—•• ,C• r, .. ,11•,:j!,,k;•-) 1 1 '.. 1 li' ° rt. '.°( r , ..:_.-,1 V.': '° , - . ,` ' •.•, i".." • ,, ' •, . e. , •-/- :71, r 4 .., 1.1., ".- l i - "i I r' ' ' ...." ' ,./..,':" .'21 .. .: '...." : '":_ 1.c, ht. r, : '-- "'i . 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J T.,:, 4.1." 1)1 t.rt lt.)... ..i. , ',..7- - +1 : fl . ■ 1- " ,-.), f 1 .; .,, .1 1 • e•-•■•• •11 - I " • 1 op • t_lf...,t1,., 1 r*.1 , • •"i 1: 1 ..., 1 ': .1' W' ti 1 -.,,,•••: .f).. : . ••••• , .[•,p".••• V. .... ' * c? ":: I ' ._.• .... •-- tr; 1 • 1 '°‘ ••';-' °' ',; -• • ' ' ,-4 • —, " • ', 7- • Am' .' 3 .r.. u•3 it7 11:11:: ! -72011 • iimEi 4 t ' qi; r ,-)."1:.„.%).;•1;71, , „ nr):',...11.4rri •]e z • • t• 4 .u: _ as n•I ca a on pan t {I• • • rams o • e rus coa ed with Cel Cur Sol and e •uin_ a.dar• liWW4MEMMTZwa a an •ronze screens excop r ran , ;4 .'C'_ 1T� M• av- n. screen. x az na s eo sas s la . A e wi o an = a e sum o S x ve •o ars ','65.00 nisn are ware v i.c s za . e nst,a led bl the Car e. ar ware o be Stanle .r ra c_ rge. crap a?'' . ' a •_M• IMMIZTRIo L 0" casemen s or an a a. ' s e ns ailed as detaile WYMINIEZSMISEMMIMPlii 1 s par iree coa .s o 'e ter .or wa s z c as er excep • wnere W e o e an .�eene emen sha n..onco�hsa r me wit 2 n�.erior wa 11£1 ai - e . „en• on each s:e o 'o n a). • .ran • o La v= r e a r a ex erna map . e rr e cornice run in . a- P . w1 i^ vine room. •�ia owance o z ons an• ce n s s a •e • L op • aster or an a.•roved e s . nM. ,, e'v• .• a • or oene emen exists = *. • - = a lath onct cement . _ a .e use in all an" e '. a masor_r ,•a is _ •. 1 • a • • • .AIM ddb • • u..acurers s e 0 414ii PAS a e . • Wiz- . uccos..1a e use • 1 e ans an s za •e app 3.e• In =_ •a,.s P. s seal •e part Portland cement to 3 . a - k u . _ . an 0 lime secon coa shn. . e in.isn coa in s coa., snt.i1 be 1 • art cement to 3 . a_ - - • an a owa e a• l t ion o, lime putty or h d a exceo• 5 4 " , ,• °1iall be ;eater. •. with Sec ;- 1 or oma MinnalroNTsir WOMINit next page = , eareofa r. r' r 01.,t E-rrtr.1 C ;-(- 51 all race lie tijc n(1 6 KJ ns chn Loi c e. tilc .e — 'T 4 E E T IflETL IIIMMIEBeca _ wh_to. :PPIC:c.t In P;7:1 t sub -:coof to co itlArOr of 30. 2 el 170 t.in tac red 'nor.; ea over w' ac-fhr2*. 1 one 1er or 01, sec pt s "NCRifininInneoltK NUM e:ra c _cloi ThcJ: be G. .t. nil (1 hc3..1 he .3 p n n1 n ; 0 ," other br) t 1.6 connel t, r- 1 ekvt ( c o ' • The is nr, C,ontrf etor s 1-2 nter t c.n.d 1. T3 se cr) ec1fIcrt.or s to :n .1 see "1 t c ; mar s_ce of eve. In(5 vkLepe paint .0 c. arc nor) to recolyn TrIrr' before t e( • 70o e cents e to Trif .10 a per ec Fur. aCe rints 17.nr; pP .111.211r TriGO ;C; -loci, v..; 0- LO6 ,C/Cp0 ar7)1_nL T 2 I 1: G ct cci ri 1 . oe c caned cnc, TrIP. -e reruy VC ;L. £1 Gen crct cc.v.'rt er. • On.c. s a . e one cue' ,r1c. costs o, shc11rc .1 sanc v 00" F,anc.771A.3_ he ti22f., confr nd then s '11 a :17. f") n •oo 1 .1 sh e . re p- a a. see. AMMEIMENEREBarn c vro c• a s • eac. an o . molou AiniffiNGWEIRINENMBriliix roa :3 o. . erlc. encl. 0.... a).... o, li.° r or .r.._ s ana cc:. nrrs s._ i e e e w S a s 0 1 ::t,uccc) s ia. recel.vo ;re coa s o °ec or ..om ,or. trac ..t)r• .ra J. remove a... a s aims cau 21. el a €' ''1n` an u on con,? P1i: ....' r eYmvP c r s 2.2'T si rom h. s F'o r r4wmapr r..�• n^ - or ..ra • o al necess au _US h • at ons are inter' ec to cove ifflasiapiazzoragranasrmannmonwas-s c is an. •o e a VIIIMPININOWEEMEENNalignailiffalEMMINUIMMIRMIHM a s setor a c compl-. or el Le c ; .ric .L. ,w> c,rac :-or^ s is secure an pc. weintailEPARININ onlifiWRIMENIMIMISMallgragaZIOWNSDK • • ,rte s a .e •oS; ar n erc en ea 4.1c'u _c.r : `C Ste. :sc] ..c sr1 ^?. 1 be No. 4032 a ,a _ h�- No 48 1 •9_11G._ °i.cl._? _e si ,r :70royea. v e ri one .z an • • . SIB' �T•FiTiit•3� cu as s..oi n or. .;.&ns oge c1 w5. h •a n sw tc 1 ec an .. rece ac .es shall be "Br t i - .( 1 1 �.r,� e No 7951 and three wn^ te' es VimmilEISIMMINCOSEIMMIZEIZISMB —41 ENUEMMTMalyzammITWEIMNiusimiumilMa miu . : 4nnit nrIPP KG1114 ZVI jL • - me •r 1:4. . 21 illagicaniffig AntalinteltiMiuMentire: t" ft 3'1r k the qe tr_ c It .on ,r Cie r ezzaussammaigirmilu 4 zaditemml - wrzinnaratigaifffimiwwwwvisiourasimmiammuiam r . e tT a C saimair ;7):: 11,10 OPF; • s or e d f t e snr, r)t f• 11 arions of the Lc) )rf, e - Co ti r1. ..71601 Oriel e: orrvir.e . -nc.1 nerfect s e: e r 111•1010 441 e an ver t • mmAiremommiNsma ro _er nst..c7.1c tior of e 7:1_1*: i bv this Contror tiablaielp.MMIKORO011ignijK frC1•1' C WZ.1 k,e77 L c r e c . ,e (71 t, • 1 t AtiniMMIMMIM C ht, Whepe vont: 01 be ni ado 11 nnt 00 '" f r • e • 1 ..na C ( IC t.:.0 snail t 13 , • stal irc Zane :21.-.1...7.11 • .1. . amgeommanan ures anc i • C £? r°ci „..)an a7 ,a r ff c.turi .ate + -•' ►i -aster Pembroke WHITE with fo owl 3 )0W cormirarzagranglagREERFNIEMETOWNEMINMEIMEM • • • an cha .. urca io. • 1 Dina. reverse r • • • - c, lro_'lr-. r . pop -.Up • rya r. _t z u taln rock with pins to - e 0905. Li 19 "x 17" ,het on WHITE re.0 a a • • 'a• • -- " C P 7 Ga " •ac c avaLory, coil! P ra ,FCto ? -2IOG Cadel. NHITT Z =i_ r•oi . nation with su p1 a1 1 t i , n lava or *tic' 10 V T 8.t n. U r i:.l'� 2118T' corm PS c;'_I • supplies th - 44 4 C 7 Ga "P" tra• with P. 0. Plug chin en . s .er os C r _ `:r- r 7 ritrecuc tra• close coU one"; ion ): on z �= r 3_. ti No ne ra n h P. tra - ..n -40 • A• ua • _ t _ " rtainrctid 2011014214M MrSEMII Cont. Bath 3. c y -420r - q x 7 tbo l2 o .,` 7 = east 'r n a 10 Chromnrd con.ressi.on faucets q" C P. supplies with Jtops 4" C. P. 17 Ga "2" tra':, with P. 0. - lur chain and stop • • VEITTM se Cadet WT7TE Vitreous tra c7..cne coupled oset •mbirati_cn same as in ' a.th NG. 1. a „e -70 20" Y. _ 0" ViIi"'TT' Ac d osist r enameled r at r 01 _fitte wi tip hro .:ard - v i lc; spou t faucet SIM . a . d. uble s iTk s rF.'ner 2 C. P. 1.7 Ga "P" trap A .1. ar cement laundry tra . supported on raetcl f. rt me • twin vv, stes Ind. :Ito i.ouch Chromard :;zii.ng; spout faucet -1 M ead "P" trap er - i an ind '-u: des shall be 3nsta led r in-h aster in a vein.: ew ,ern . Ti in• • • le