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MultipleCHRISTIAN DUNHAM 269 N. E. 103 ST. (305)758 -9791 MIAMI SHORES FL Contractor(s) Phone Cell Phone RICHMOM CONSTRUCTION CORP 305 -663 -0543 Approved: In Review Amount Comments: $1.80 Date Approved:: In Review $0.60 Date Denied: $150.00 Type of Construction: WALLS REPAIRS Occupancy: Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount CCF $1.80 Education Surcharge $0.60 Permit Fee - Additions/Alterations $150.00 Scanning Fee $6.00 Technology Fee $3.75 Total: $162.15 Valuation: $ 3,000.00 Total Sq Feet: 5 I I Total I Amt Paid I Amt Due I $ 0.00 $ 0.00 Payment Type: $ 0.00 Available Inspections: Inspection Type: Wall Sheathing Final I MAY 0 9 2009 CKIm MIAMI I-65 E-65 VILLAGE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated May 09, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Friday, May 9, 2008 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/29/2008 Inspector:m�� Owner: DUNHAM, CHRISTIAN Job Address: 269 103 Street NE Miami Shores, FL 33138- Project: <NONE> Permit Type: Residential Construction Inspection Type: Final Work Classification: Repair uaw� Block: Phone Number (305)758 -9791 Parcel Number 1121360130430 Lot: Contractor: RICHMOM CONSTRUCTION CORP Phone: 305 -663 -0543 Buildina Deoartment Comments 1. REPAIR WALL ALONG THE ALLEY WAY 2. REPAIR COLUMNS ON FRONT PORCH 3. DEMOLISH WALLS SURROUNDING BACK PATIO ® va Inspector Comments Passed ��. ��'� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, May 28, 2008 Page 1 of 2 . fibb Inspection Date: 05/27/2008 Inspector: Grande, Claudio Owner: DUNHAM, CHRISTIAN Job Address: 269 103 Street NE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores, FL 33138- Project: <NONE> W 2 8 IUD Permit Type: Residential Construction Inspection Type: Miscellaneous Work Classification: Repair Block: Phone Number (305)758 -9791 Parcel Number 1121360130430 Lot: Contractor: RICHMOM CONSTRUCTION CORP Phone: 305 - 663 -0543 Buildina Denartment Cemmpntc 1. REPAIR WALL ALONG THE ALLEY WAY 2. REPAIR COLUMNS ON FRONT PORCH 3. DEMOLISH WALLS SURROUNDING BACK PATIO Inspector Comments Passed WALL IN PROGRESS Failed E:I_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, May 23, 2008 Page 2 of 2 P.02 . A AEA ©kGld COPY Mustsr 81 POSTED �N�HMMQNCEMENT . 6 SITE AT TIME OF FIRST INSPECP(ON PERMIT No. STATE OF FLORIDA: TAX POLIO N0. COUNTY OF DADE: THE UNDERSI{3NE6 hereby gives notice that improvements wiU 99JR64E3544 1999 DEC 22 13&50 Chapter 713, Florida Statutes, the lollowi be made to certain real propeny, and in acco►dance with n0 information Is provided in this Notice of Commencement. 1. Le9af description of property and street address: '2. Description of Improvement: Owner(s) name and address: Interest In propeny: Name and address of fee simple titleholder. 4. Contractor's name and address: 0 E T 2170 OPALOCKA BLVD. OPALOCKA, FL 33054 5. Surety :(Payment bond required by owner from contractor, if any) Name and address; NjA Amount of bond S 6. Lender's name and addraeA• k..0 ■ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 7'13.13(1)(a)7„ Florida Statutes, Name and address: N/A a' In addition to himself. Owner designates the following person( s) to receive a "A 713.13(1)(b), Florida Statutes. copy of the L+enors Notice as provided in dame snd address; NIA ►. Expiration date of this Notice of date Is specified) 1111816M date (the expiration date is 1 year from the date of recording unless a 9uW6aOwq ring Cwnsrs Name worn to and subscribed belore me thiso90 - ��Y e1 . 19 . Am GM �tary Public ' s MY int Notary's Name__ rvva?c_ o _ 1 V Commission Expires; 771 - . +tE OF FLORMA, COIYe.'.t OF DAD11 �. drEREBY CERTIFY 6" this is a froo P of the •lgina(fIl J frt Cn, o'!io• on e A rNet$ my h :.! - • d Qf iei., Seal. (A. {V�RUVl.�.tL...rar •f ^. ulf andCavnfyCoo .f, Prepared by; ROBUT ACOSTA Address: 2170 OPALOCKA BLVD. �._ OPALOCKA, FL 33054 i. ;ej& - .Q1M'S2 ml . f •a ' �: -• .. .. • " <�`.... �1Nili� 'Yi,��.N''.'1'Y;•�.�.y'r /_*, i^ � % %n�4 �. ..'la.�.•tia tsti .:^a?"3;�=u.:+jr REQUIRED OWNERS NOTIF APPENDIX "F" ICATI01I FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F", Ws the responsibility of the roofing contractor to provide the �� required rooting permit, to provide the owner with this a end�c and to e, P o cur "itl' ti'r fot'm. lire provisions of Chapttr 34 of the South Florida Building Codea(SFBC) -govern the all the t min n,un, requirements and standards of die Industry fo( roofing s�sa installalions: Additionally, the followitt g itcttts should be addressed as part of the agreement between the owner and the •contractor:. The oi�•tter's initial in I • ' adjacent box indicates that the item has been explained, the 1, Aesthetics-Workmanship: The workmanship Providing :that the' rood Provisions of Chapter 34 are ' roofing system meets the wind resistaffee and water intrusion performancepst ndardsf Aesthetics (appearance) issues are not a consideration with respect to �vorkmnnsltip provisions. Aestl ' such as*color or arcltitectural•appearattce; that are no, of a zoning code, should be addressed a tettc issttcs agreement between the owner and the contractor, s part of the 2. Re ailing Wood Decks: Whin re laci l� a ordance with the current provisions of Chap err 29 of no wood roof deck is sma y have to be renniled removing the existing roof system) u LIY concealed prior to �.3. Common Roofs: Common roofs are those which have units (i.e. townhouses, condominiums, etc.. o visible delinealion between neighbori,i; owner should notify the occupants of adjacent units of roofing work to be performedthe roofing contractor and�or' 4. Exposed ceilings: Exposed, open beam ceilings are where viewed wed g re the underside from bclo%v. The owner may wish to maintain the •arc'hitectural appearance. lthereforeccroof call nbil penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of ntaintaini,t•• this appearance: laulLse—water s. 3'ondin 1Yatcr: ' g The current roof system and/or deck of the building may not drain well and mad• to pond (accumulate) in low-lying 'areas'•of the roof. Ponding can be an indication of structural distress and may require -the review of a professional structural engineer. Ponding may shorten the life expectancy and'performance of the new roofing system. Ponding conditions may not'be evident until [lie original roofing system is removed. Ponding conditions should be corrected. 6. Overnow Scuppers (wall outlets): It is required that rainwater flow off llic roor is no., overloaded from a build up of water. Perimeter/edge walls or other roof extensions may blocks this .discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accorda„cc with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some.a Of the structural assembry (the building Itselo. The existing amount iorattict�entilation hall not through reduced. i It may be beneficial to consider additional venting-which can result in extending the sen•icc life of the roof It as ° ` o 8. 'fhc owner may contact the the Count Consume [nformation'regarding thc•abovc. y r Scn•iccs Department for further P Osrnces/Agcnt'sSigna turc / Date Contractor's Signature Appendix ILEA UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: ROBEWS ROOFING & SUPPLY Job Address: 10' 7 Y...Y ..�. 7 ROOF CATEGORY (Low Slope Application) 0 (Nail -04 Tile) ❑ (Mottat= Adlusiva r, (Asphalt0berglass Shingles) _ ❑ ( Metal RoofslWood Shingles & Shakes) CJ (Other) I�':_ ROOF TYPE ❑ New Roof ❑ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (W) Sloped Roof Area (fl) Total (ft �i7 Master Permit No. • Exposure category (per ASCE 7 -88): C Building Classification category (pr ASCE 7-88 table 1): I ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) RED ROSIN PAPER F,,G—RAPUGBELAROsID #75 Ba4,,h 911 STRIPPING 26 GA. GALV EAVE DRIP2 tlx 2j" AN Ft. MOP ---------- •-- - -•_ -_ ROOF PLAN ' --------------------------- .-- • - -• - -- 1 t, 1,' ,.. --------- ------ Deck type:_ 111 X 611 T&G WOOD ; ; ; v r ------------ 7 • � t � i � 0i ' i 1 1 1. ATTACHMENT Ft ii��'�i�i�i��'ii�•��i��i i� • ' 1 ' i ' i ' i ' i ' i j i ' � ' � ' � ' i ' i ' j 1 1 � Fastener Type: 1+" RING SHANK NAILS • 1 1 1 1 1 I� 1' t 1 1 1 1 1 1 SPACING Field: 12 Perimeter: _ 6 ..Corner. 6 1 ; � '--- • - - - -- - •- - - - -- ' 1 ' 1 ' - 1 1 1 .......... '--rte- 1 1 1 1 1 i ' i ' '-- •--- - - - - -- •-------- - - - - -' 1 DETAIL 1& 2 ' i' i'................. -...... - -- - - i' i' - - -•- - - - -- TT- •••----- �• - - -' i' i ........................................... 143.01.76 so Page -i ROOF COVERING MATERIALS (TEM ROOFING SYSTEMS (TGFU)— Continued Base Sheet (Optional): One or more layers Type G1, G2 or G3. Membrane: One or more layers of 'Ruberoid Torch" (smooth or granule 'Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or'Rubero d Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal/sq. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite/isocyanurate com osite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness ( poffset from plywood joints 6 in.). Base Sheet: One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of 'Ruberoid Torch" (smooth 6r granule), :': 'Ruberoid Torch Plus' (granule), 'Ruberoid Mop' (smooth or granule) or : 'Ruberoid Mop. Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2•- 3 gal/sq. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type Gi, G2 or G3. ;• Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), 'Ruberoid Torch Plus' ggranule)). : Surfacing Optional) :(Karnak'No. 97' or "169" at 1 -3 gal/sq or Grundy Ind. '20 F mulsion' at 3 gal/sq. ;.Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more Layers of Type G1, G2 or G3. Membrane: One or more Layers of "Ruberoid Torch" (smooth or granule), 'Ruberoid Torch Plus" (granule), 'Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, elite/ r' urethane iso composite, wood fiber p /' cyanurate composite, phenolic. f: Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gi. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop PLue (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal/sq or gravel L Deck: NC Incline: 1/2 Insulation: One or more Layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), 'Ruberoid Torch Plus" (granule), 'Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: 'AL MB Aluminum Roof Coating° at 1 -2 gal/sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perliteAsocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 'GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR' (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more Layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, pediteAsocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. .Base Sheet, One or more layers of Type G2 "GAFGLAS #75 Base Sheer, hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G3 "GAFGLAS Ply 4', or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheer, hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more Layers of Type G1 'GAFGLAS Ply 4" or Ply 6 hot mopped n place. Membrane: "Ruberoid Torch FR" granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. LOOK FOR MAI ROOF COVERING MATERIALS (TEM 135 ROOFING SYSTEMS (TGFU)— Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, arty thickness, hot mopped or mechanically fastened in place. Joints offset 6 •in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheer, hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type Gi GAFGLAS Ply 4' or 'Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq 13. Deck: NC Incline: i/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheets One or more layers of Type G2 "GAFGLAS #75 Base Sheer, hot mopped in place. - Ply Sheet (Optional): One or more layers of Type GI "GAFGLAS Ply 4" or Ply 6 hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): 'GAF Fibered Aluminum Coating' at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. 14. Della NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheets One or more layers of "GAFGLAS #75 Base Sheer, hot mopped in place. Ply Sheet (0ptional): One or more layers of "GAF GLAS Ply 4" or 'Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule Surfacing Optional): GAF Weather Coat Lulsion applied at 3 gal/sq or �aAF FM Aluminum Coating at 1 -1/2 gal/sq. 15. Della £-�5 2 Incline. 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ fsocyanurate composite or phenolic. Base _Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. , Ply Sheet (`ptional)-. One or more layers Type G1, hot mopped in place. Membrane: "Ruberoid Mop FR' or "Ruberoid Mop 170 FR" (granule). 16. Della C -15/32 Incline: 1/2 , Insulation (Optional) :. Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more Layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in Plate. Membrane: One layer of "Ruberoid Torch' or 'Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Indine: i Insulation. (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite/isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional) i One or more layers Type Gi, hot mopped in place. Membrane: One layer of 'Ruberoid Mop FR" or "Ruberoid Mop 170 FR" 18. Dodo NC )� Incline: 1/2 Insulation. (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, pertite/isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. PP�ycSSheet (Optional) : .One or more Layers of Type G -1, hot mopped in Membrane: One Layer of "Ruberoid Torch" (smooth), "Ruberoid Mop' (smooth). Membrane: One layer of 'Ruberoid Torch FR", " Ruberoid Mop FR" or 'Ruberoid Mop 170 FR" (granule). 19. Della NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlit s/isocyanurate composite or phenolic, any thickness. .. Base Sheet: One or more plies Gi or G2, hot mopped or adhered with Karnak Chemical Co. 'No. 81' or Gibson -Homan "No. 6160" cold applied adhesive at 1.1/2 gal/ssqq. Membrane: One layer of "Ruberoid Mop.FR' or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. 'No. 81' or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. 20. Della C -102 Indine: 1/4 Insulation Polyfsocyanurate, any thickness. Base Sheet: 'GAFGLAS #75" (Type G2), mechanically attached. LK ON PRODUCT 4 PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 • Your application for Product Approval of: GAF RuberoidS Alodifed Bitumen Roof Systemsfor Wood Decks 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: Dynateeit Engineering, Inc., Focloq, Mutual Research Corporation, and Underwriters Laboratories, Inc 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 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. 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 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- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used 'n ,Dade County, Florida under the conditions set forth above. �� Charles Danger, P.E. Director Building Code Compliance Dept. Approved: 11/06/97 Metropolitan Dade County :s. PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Product Control No.: 97 -0.3li cant: _ _80. `1 ,F Materials Corporation it Alps Road. Approval Date: November 6 1997 , ryne, NJ 07470 Expiration Date: November 6, 2000 Svstem Description ommercial roofing products for more than 100 AF Materials corporation has been manufacturing c Mn' stems. The modified bitumen $ products in smooth, granule and fire rated versions. In addition, roduces a wide range of roof products for built -up roofing sY for multilayer SBS modified - roducts include both APP and P ecification requirements iAF offers two ply modified systems to meet the specification .pecifications. uted through a wide network of roofing wholesale distributors throughout the 3AF products are distri b South Florida area. copies of which eroid Modified Bitumen Application and ^ provides warranted systems over various insulated and non - insulated substrates, co vAF p can be obtained from GAF i i h and d a n be found in the R Specification manual p oration and Mutual Research Corp modified bitumen membranes Have been tested in compliance with GAF roof system assemblies have been extensively tested at Factory Underwriters Laboratories. GAF ASTM D 5147 test requirements. Contact: William J. Wool - Director of Technical Services (97--1)628-4134 Page 2 of 61 Frank Zuloaga, Roofing Product Control Examiner Roofing System iteso Membrane Built -up Roofing ib -C+ tePon,: Modified Bitumen APP and SBS Svstem Description ommercial roofing products for more than 100 AF Materials corporation has been manufacturing c Mn' stems. The modified bitumen $ products in smooth, granule and fire rated versions. In addition, roduces a wide range of roof products for built -up roofing sY for multilayer SBS modified - roducts include both APP and P ecification requirements iAF offers two ply modified systems to meet the specification .pecifications. uted through a wide network of roofing wholesale distributors throughout the 3AF products are distri b South Florida area. copies of which eroid Modified Bitumen Application and ^ provides warranted systems over various insulated and non - insulated substrates, co vAF p can be obtained from GAF i i h and d a n be found in the R Specification manual p oration and Mutual Research Corp modified bitumen membranes Have been tested in compliance with GAF roof system assemblies have been extensively tested at Factory Underwriters Laboratories. GAF ASTM D 5147 test requirements. Contact: William J. Wool - Director of Technical Services (97--1)628-4134 Page 2 of 61 Frank Zuloaga, Roofing Product Control Examiner �N Insulation Types:. , Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard t High Density Wood Fiberboard Rock-wool Maximum Design Pressure Material Design Pressure Wood -75psf Maximum Fire Classification Material passificatip Wood Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies overall deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Frank Zuloaga. Roofing Product Control Examiner Page 3 of 61 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specification Description GAF Asphalt' S, 55 gallons ASTM D 41 adhesion t concrete primer used of asphalt n built-up oroofnng. .:.Concrete Primer GAF Mineral Shield® 60 lb. bags ASTM D 1863 Granules for surfacing of exposed Granules asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used forilashing applications only. GAF WeatherCoat® 5 gallons ASTM 12227 Surface coating for smooth surfaced Emulsion GAF Premium 1, 5 gallons ASTM D 2824 Fibered aluminum coating. Fibered Aluminum Roof Coating GAF Jetblak All 1, 5 gallons ASTM D 3019 Refined e and blended with a adheseonl Weather Plastic ASTM D 3409 t to wet and dry surfaces. Cement GAFGLAS 975® 3 sq. roll ASTM D 4601 Asphalt impregnated and coated glass 75 lb. roll mat base sheet. GAFGLAS #80 2 Sq. Roll ASTM D4601 Asphalt impregnated and coated, UltimaTM Base Sheet 70 Ibs./roll fiberglass base sheet GAFGLAS Ply 69- 5 sq. roll ASTM D.2178 Type VI asphalt impregnated glass felt 45 lb. roll with asphalt coating. 5 sq. roll ASTM D 2178 Type VI asphalt impregnated glass felt GAFGLAS Flex 45 lb. roll with asphalt coating. plyrm 6 GAFGLAS Ply 4& 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. GAFGLAS® 76 lb. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Mineral Surfaced Cap Sheet rank Zuloaga, Roofing Product Control Examiner Page 4 of 61 RUBEROID MOP FR 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID TORCH 1 sq. roll ASTM -D 5147 Heavy duty, polyester reinforced, Smooth 87 lbs. asphalt modified bitumen membrane, smooth s»-face. ' RUBEROID TORCH 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, Granule 102 lbs. asphalt modified bitumen membrane, granule surface. Frank Zuloaga, Roofing Product Controf Examiner Page 7 of 61 Test Product Product . Dimensions Specification Description GAFTITE® Base PA 114 Base sheet fastening assembly. Sheet Fastener and Plate ;. '. Galvalume Plates 3" and 3 %2" PA 114 Round galvalume stress plates. IM Fasteners • PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Polypropylene Plates - 3" and 3 %" PA 114 ' Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roil ASTM D 5147 Non -Woven polyester mat coated with 170FR 103 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP FR 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID TORCH 1 sq. roll ASTM -D 5147 Heavy duty, polyester reinforced, Smooth 87 lbs. asphalt modified bitumen membrane, smooth s»-face. ' RUBEROID TORCH 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, Granule 102 lbs. asphalt modified bitumen membrane, granule surface. Frank Zuloaga, Roofing Product Controf Examiner Page 7 of 61 Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc wood or concrete decks (with current PCA) PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate .3 round PA 114 Polyolefin plastic plate various various various PA 110 Polvisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 polyisocyanurate foam / t rockwool composite insulation Page 12 of 61 ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers. Inc. (with current PCA) NRG Barriers. Inc. (with current PCA) J � Frank Zuloaga, Roofing Product Control Examiner _:.., . Test Product Product' .tea Dimensions. Specification Description Manufacturer Tin Caps Min. 32 ga. x Corrosion resistant circular generic a discs. MB aluminum roof PA 121 Aluminum roof coating Grundy Industries :coating i�.s .. _. .. (with current PCA) Dens -Deck ec�� "` "' various PA 110 Gypsum insulation board. Georgia Pacific (with current PCA) #12 Roofgrip �^ -' - - PA 114 Insulation fastener for steel ITW Buildex . _ .. or wood decks (with current PCA) #14 Roofgrip PA 114 Insulation fastener steel, ITW Buildex Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc wood or concrete decks (with current PCA) PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate .3 round PA 114 Polyolefin plastic plate various various various PA 110 Polvisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 polyisocyanurate foam / t rockwool composite insulation Page 12 of 61 ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers. Inc. (with current PCA) NRG Barriers. Inc. (with current PCA) J � Frank Zuloaga, Roofing Product Control Examiner _± Test Product Product Dimensions Specification Description Manufacturer Dekfast Lock Plate 3" x 3 1/411 PA 114 Polypropylene locking Construction plate. Fasteners Inc. Qekfast Fasteners #15 Dekfast Fasteners #12 ISO 95+ Composite Asphalt PA 114 Insulation fasteners for concrete decks v PA 114 Insulation fastener for steel and wood decks. Asphalt Primer EPS various High Density Wood various Fiberboard Type III or IV Hot asphlat Pelite/Urethane various Composite Asphalt Primer Perlite Insulation various Polyethylene 4 mil min. Red Rosin various Roofing Nails Minimum # 12 PA 110 Polvisocyanurate / perlite PA 110 Perlite / urethane composite board insulation PA 110 Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails Page 11 of 61 (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic generic generic generic generic generic uloaga. Roofing Product Control Examiner ridged insulation ASTM D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 110 Extruded polystyrene insulation PA 110 Wood fiber insulation board PA 110 Perlite / urethane composite board insulation PA 110 Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails Page 11 of 61 (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic generic generic generic generic generic uloaga. Roofing Product Control Examiner TEST REPORTS Test Name Report Date Agency/Identifier M Factory Mutual Research Current Insulation FMRC 1996 01.01.96 Corporation Attachment =. - :..:.:, . Requirements - Factory Mutual Research Wind Uplift J.I.OT4AI.AM 08.26.92 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I. I V8A4.AM 06.28.93 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I. IRIA6.AM 11.15.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I.OT2Q4.AM 10.17.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I.OQ6A6.AM 07.16.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1.3X3A2.AM 08.02.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I.OY9Q5.AM 07.29.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.I. IB9A8.AM 09.04.97 Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.1.3D4Q2.AM 04.30.97 Corp. 4470 - PA 114 Trinity Engineering Wind Uplift PA 114 4483.04 97 -1 06.06.97 Underwriters Fire Resistance R1306, 87NK1 1819 01.01.93 Laboratories, Inc. Classification UL 790 - PA 114 Dynatech Engineering Wind Uplift #3600.02.95 -1 02.02.95 Corporation PA 114 rank Zuloa,a, Roofmg Product Control Examiner Page 16 of 61 Test Name Report Date A�ency/Ident filer Dynatech Engineering Wind Uplift #4482.0245 -1 Corporation ; PA 114 _ ;.a :.3 "to- �,'r•;ar.,: 'rad :.�,.__ .. 02.02.95 Zuloaga, Roofing Product Control Examiner Page 17 of 61 Membrane Type: SBS 'Deck Type l rr! Aa -Wood, Non - insulated New Construction or Reroof Deck Description: ��" 32" or greater plywood or wood plank decks -TrATt -c Syst ;i tT p#A(2): l r Base sheet mechanically fastened. -AU General and Systein Limitations shall apply. Base Sheet'`- GAFGLAS® #75, GAFGLAS #80 Ultimal Base Sheet, GAFGLAS® PLY 48, GAFGLAS® PLY 60, GAFGLAS FlexPlyl Base Sheet,GAFGLASO STRATAVENTO Nailable, RUBEROID Modified Base Sheet or RUBEROID® applied to the deck with approved annular ring shank nails and minimum 1 s 8" Y 1:::! tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Ply Sheet: (Optional) One, two, or three plies GAFGLAS PLY 40, GAFGLAS& PLY 60 Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid' Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid& 30 FR or Ruberoid@ Mop FR or RUBEROID U1traCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. Or. One or more plies of RUBEROID MOP Smooth, RUBEROID& Mop Granule, RUBEROID® Mop 170 FR, RUBEROID& Mop Plus Granule, RUBEROID9 30, RUBEROID& 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. Maximum Design Pressure: -45 psf (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 2 ":12 "; See General Limitation #3. Specification No.: i� 1 Frank Zuloaga, Roofing Product Control Examiner Page 22 of 61 Wood Deck System Limitations: L _Fastener spacing for anchor sheet, attachment is based on a Minimum Characteristic Force (F) of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto-Dade County Protocol PA 105 and 4 calculations in compliance with Metro-Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) of 275 lbf. as tested in compliance with Merto-Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275-lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS F1exPly 40 and Ply 68 when used as a mechanically fastened base or anchor sheet. 4. % Type X gypsum board is acceptable to be installed directly over the wood deck.. Frank Zuloaga, Roofing Product Control Examiner Page 57 of 61 J 7 GENERAL UmTATIoNs I All asphalt shall comply with ASTM D 312 type III or type IV requirements, and ..approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip' mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs. /sq. Note: Spot attached systems shall be Iimited to a maximum design pressure of 45 psE Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to -60psE 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC.- 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Zuloaga, Roofing Product Control Examiner Page 58 of 61 7• Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, 1 as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance < with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) re °.8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination t ?r' tdesigns shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 r Frank Zuloaga, Roofing Product Control Examiner Page 59 of 61 14 All standard panel sizes are acceptable for mechanical attachment. When applied in . " -approved asphalt, panel size shall be 4' x V maximum. 15 In re- coverylre- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or • approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers, and corers). (When this limitation is specifically referred within this NOA, General Limitation 0 will not be applicable.) 40C. _ C 7`3 • Frank Zuloaga, _ Roofing Product Control Examiner Page 60 of 61 GAF Materials !.Corporation ACCEPTANCE NO.: 97- 0814.14 1361 Alps- Road APPROVED: November 6,1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 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: "Metro -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 profession. 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 purposes. 6 The Notice of Acceptance number preceded by the words Metro -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 copies need not be resealed by the engineer. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Z Frank Zuloaga, Roofing Product Control Examiner Page 61 of 6I . Appendix "E" UNIFORM ROOMG PERMIT APPLICATION PROCESS No. Contractor's Name: ROBERTS ROOFING & SUPPLY Job Address: -5 ' INC. ROOF CATEGORY (Low Slope Application) ❑ (Nail -0n TUC) 1. tNiortiar- Adhrsive Set Tile) (Asphalt/Fiberglass Shingles) ❑ (MOW Roof$%Wood shingles & Shakes) ❑ (Other) ROOF TYP ❑ New Roof C Re- rooftg ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (W)3-(. —o Sloped Roof ki4 0*1 j Tola1 Master Permit No. Exposure category (per ASCE 7.88): ,C, BWldlq Classificadon category (per ASCE 7.88 table 1): •I ROOF HEIGHT AND SYSTEM DETAILS ' I ' R» ROSIN PAPER (Draw details as needed) + ' 'GAFG AS #75 BASE SHEET (T /C) -- 9" STRIPPING • ' 1 ' ► ' I � � � ' � ' PLY 4 (H /M) (2)� .26 GA. GALV.EAVE DRIP 2j" X 2j" Ft' GAFG m M?.NIIn SURFACE CAP SHEET ': ROOF PLAN .............................................. �, ----------- - - - - -• 1 y 1 ; .......... Deck type: . -- • • - - - - - - - r- .......... 1 , , ........... 1 , Field: 12't Perimeter: 6" Corner: 6 ATTACHMENT - • - 12 1 I ' ' _, • ' ; 1 ' , ; ' 1 ' Fastener Type:_ 1V" RaIG SM IJAI[.S � ( ' I ' ' ' + ' , ' 1 ' ► ' I � � � ' � ' �, 1 , SPACIN 1 , Field: 12't Perimeter: 6" Corner: 6 + I - • - 1 I ' ' _, • ' ; 1 ' , ; ' 1 ' 1 ' 1 ................. + 1 , 1 1 � DETAIL t & 2 , I .......... ._ I - 1 1 1 :rs.01 -rs IM - Page -1 ROOF COVERING MATERIALS ROOFING SYSTEMS (TGFU)— Ontfnued ; Foam: 'Poly -Ise or low-ho SpecW with volyfoam 251' or'Po(irfoam 303', i in. min. Lw BaseCCopat One or two applications 'GaCAM UB- 7050�'� applied at i f ad�j ic lt n or three appliattans, applied 1.1/4 9aVsV/application ;6 dng:'Gacoftex.UA- 65'Series (various colors), applied i gaVsq (12 dry mils). 30.' Dodo NC - Indim 1A Foam: Roly -Lso' or'Pow -Iso Special' With "Polvuro 251' or'Po(Yfoam 303', i in. min. Base Coat: One or two applications 'Gacoftex UB -7050' a plied at i L23 /agliation or three appliations, applied 1- 4 a 1 diy mils). 1/ 9a1% PPliation dng:'Gacoftex LUt W Series (various colors), applied i gaVsq'(15 dry mils). 31.. Dacia NC 30 1 PoL mliro or'Poly-Iso Special' with %%foam 251' or'Polyfoam Bus Coat:'GacoSit S- 1000', applied at i g sq (10 dry efts). Dock: ac n�'Gecoftex S- 1000", applied at 19 14 (10 dy mils). Foams'Polyfoam 251' or `Potvfoam 303', any tOwmess.. I' Surfacing:'Gacofiex Ure- Shield 7007', 40 dry mils. 33. Deck: NC Indian 2.1/2 Foam: 'Polyfoam 275', any thickness. Base Coat: 'Gacoftex A -6211, 1 -i/2 aVsq (14 dry mils)). Surfacing: 'Gacoftex A-6200' series (various colors), 1 -1/2 gaVsq (14 .dry mils). 6AF MATERIALS CORP R1306 (N) 1361 ALPS RD, WAYNE NJ 07470 •'RUBEROID 20' or'RUBEROIO Modified Base Sheet' may be ufted as an altamate to Type G2 base sheets in any of the followl WssIf atim 1A in. thick (min) gypsum board or -1/4 1n. thicktimin) Georgia -Pacific :'Dens-Dedcr' overtayment board may be used in any existing noncombustible deck Classification. When this is dome, the resuW acceptable for use over co ( /32 2 i�i fn the m board and bond an in. witir the johns to the deck. If polystyrene is part of the roof system, it must be placed below the omlayment board. ASPHALT FELT. SYSTEMS WITH HOT ROOFING ASPHALT Tyyppee� G2 asphalt glass mat base sheet rGAFGLAS ps Base Sheet') is a Ddtable alternate for Type Gi asphalt glass fiber ply sheet ('GAFGLAS Ply 4' or %%LAS Ply 61 in the Class A, B or-.4C roof systems ind{ated balm The roof deck may first be cover G2 asPlult glass mat base sheet 'GAFGLAS Stratave:i �yent- or GAFGLAS Stratavert (Vend -Ply) for nailable deice : hAi ted to be mopped and natlable to be mechanically attached granule side down. As an opp��on Type G2 as halt glass mat base sheet ('GAFGLAS p5 Base Sheet• or 'GAFGLAS Stratavent as Ply for nailable decks") may be substituted for Gl asphalt 'glass fiber plyy� sheet j'GAFGLAS• Ply r or "GAFGLAS Ply 67 as the nailed base ply in the following systemm Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fast less otherwise indiated, all Insulations may be hot mopped or mechanically TML/LS Fleshing' or' Ruberoid' may be used for flashing in any of the Class A, B or C ,systems listed betom When "perlite. fs referenced, this includes 'GAFMMP PERMALITE*' or any other UL Classified partite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Strucdual. cement fiber building units are considered suitable to be inducted as a deck in the following Class A, B o C systems Listed over C-15/32 or NC. The use of gypsum board under any the following Class A, B or C systems don not adversely effect the rating. The• use of n. min gypsum board is an acceptable alternate for insulation over C-15/32 deft The use:off =ne insulation board between min 3/4 in. perlite board and deck rosin Paper (pentfte/ oon paper /po tyretNJPgiiw 1, a suitable alternate for isokyanurato bond tn. the fbUowing Class A, or C 'GAFTEMP Isotherm RA', -'GAFTEMP Tappp� Isotherm RA' and 'GAFTEMP Composite Aim substituted for any 1so y nawte insulation to anyof the Class A, B and G mHot roofinm g asphalt, for use with organic and glass felts or modified bitumen Class A ROOF COVERING MATERIALS MM 135 w .ROOFING.SYSTEMS (TGFU)— Continued urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. , Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4' or "GAFGLAS Ply 6', hot mopped, Surfacin Gravel 2. Dada C -15%32 ' - .Indira: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass u,iso � urete, wood ure rip, �te/isotyanurate composite, perlite/ post /i cyanurate composite, phenolic, any P1 Sheet: Three or more layers Type GI "GAFGLAS Ply 4' or'GAFGLAS-Ply Cap Sheets One layer Type G3 'GAFGLAS Mineral Surfaced Cap Sheet". 3. Dada NC Indian 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurete, urethane, perUte/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. MAX. 6Ply Sheet: Two or more layers-Type 61 'GAFGLAS Ply 4' or *GAFGLAS Ply <. NC Bets One layer Type 63 'GAFG'W Mineral 2Surfaced Cap Sheet". Insulations One or two layers 'Isotherm R', 4 in. max, hot mopped. PPllyl m. ss, Any UL Classified gravel surfaced ClaA'asphalt glass fiber Iudinar 1 Slip Shut {Opgprtel): Red,,rosin papuer; nailed to deck+q ' a sm Sbeets;.SSiirrnree layer. Of-TAM G2'GiF6US* 97#' Sheet• (may be 6� Shorts One or a10r0 layers, Of T pe 611iF I AS P(y 4' or GAFGLAS Ply Gp Sheets One layer of Type G- 3 'GAFGLAS Mineral Surfaced Cap Sheet$ 6. Dada NC lacuna 3 Base Sheet: One layer of Type G2 'GAFGLAS 1175 Base Sheet". PP1 Sheets One or more layers of Type Gi'GAFGLAS Ply 4' or GAFGLAS Ply 7. Dacia p Shaft One layer of Type G- 38GAFG iSMineral Surfaced Cap Sheet". Innsuladom One or more layers perlite, glass fiber, isocyanurate, urethane, ja composite, perlite/urethana corn 1.0 in. min offset from Pte. phenolic. ( plywood Joints 6 in.). Base Sheet: One or more layers of Type G1, &2 or G3. Membranes One or more layers of'Ruberoid Torch' (smooth or granule), - 'Ruberoid Torch PW? (granule), 'Ruberoid Mop' (smooth or granule) or 'Ruberoid Hop Plus" (granule). Cap Shoot IGAFGLAS Mineral Surfaced Cap Sheer, hot mopped. 8. Dacia C 15/32 Incline: 2 Insulation (Optional): One or more layers periite, wood fiber, glass fiber, isocyanurat% urethane, perliteAsocyanurate composite, perlite/ ithucomposite, wood fiber /isocyanurate composite, phenolic, any Base Sheets Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membranes One or more Layers of'Ruberoid Torch' (smooth or granule), 'Ruberoid Torch Plus" (granule), 'Ruberoid Mop' (smooth or granule) or 'Ruberoid mop Ptue (granule). Cap sheets'GMLAS MInerall Surfaced Cap Sheer, hot mopped. Class B 1. • Dacia C-25/32 Indunas.3 -i/2 Insulation (Optlonal): One or -more- layers perUte, wood fiber, gLass fiber, isocyanurate, urethane, ' perUteAskpninrate ,composite, • perlite/ urethane composite, wood fiber/isotyanurate composite, phenolic, any Py S eat: Two or more layers of Type Gi'GAFGLAS Ply 4' or 'GAFGLAS I, o do ue�2Type G3 'GAFGLAS Mineral Sum 3Caia//p22Sheer, bot mopped. Insulation (Opdonal)s One or more layers j.ate, wood fiber, fiber: tsocyanurate, urem perute/isocyanuiate composite, ppaertite/ .urthanecomposite, wood �er/isocyanurete composite,.phenoliq arty Base Sheet: Two or more Layers of Type Gi, G2 or 63. Membranes One or more layers of'Ruberoid Torch' (smooth or granule), 'Ruberoid Torch Plus' (granule),'Ruberoid Mop' (smooth or granule) or 'Ruberoid Mop Plus' (granule). Cap Sheet: 'GAFGLAS Mineral Surfaced Cap Sheer, hot mopped. Class . L Dacia h o C -15/32 • Inon 3 ( 1. Dodo C -15/32 Indine: 1/2 Insulation (Optional): One or mom layers perlite, wood fiber, lass Insulation (Optional): One or more layers partite, wood fiber, glass fiber, fsocyanurate, urethane, pedite/isocyanurate composite, perlite/ fiber, isocyanurate, urethane, pedite %ssocyanurate composite, perlite/ LOOK FOR MARK ON PRODUCT METROPOLITAN DADE•COUNTY, FLORIDA METRO.OADE FLAGLER euu niNr. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 • PRODUCT CONTROL NOTICE OF ACCEPTANCE PRODUCT CONTROL DIVISION (305)375.2902 FAX (305) 372 -6339 CAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 , Your application for Product Approval of: CAF Con vendonat Built -Up Roof SystcW for Wood Decks 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: Dynated: Engineering, Inc., Factory Matual Research Corporation, and Underwriters Laboratorles, Inc. 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 2-40 and the standard conditions on page 41. This approval shall not be valid after the expiration date stated below, The Building Code Compliance Office reserves the right to secure this product or material at any time from a JobsIte or manufacturers plant for quality control testing. If this product or material falls to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. 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 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- 0804.21 Revises No,: 95- 1003.03 Expires: 11104100- iul Rodriguez Product Control Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used In Dade County, Flori under the conditions set forth above. ,Charles Danger, P.E. Director Building Code Compliance Dept. Approved: 11/04/977 Metropolitan Dade County • 1. . Internet mail address: postmastsrobulldingeodoonline .corn ® Homepage: tittpJ /www.buildingeodoonline.com Product Control No: 97 -0804.21 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL A licant: GAF Materials Corporation Product Control No.: 97 -0804.21 1361 Alps Road Wayne, NJ 07470 Approval Date: November 4, 1997 Expiratiod Date: November 4 2000 Cates Membrane Roofing System Sub - Category: Built -up Roofing _TYhe: Conventional Sub -Type: Fiberglass System Description GAt , Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and SpeciFcations" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide n6twork of roofing wholesale distributors throughout the South Florida area For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800- ROOF411. Contact: William J. Woodring Director of Technical Services (973)628-4134 aMacca-_ 104191, Rooting Product Control Examiner Page 2 of41 Product Control No: 97.0804.21 Insulation Types: Basalt Wool Perlite Polyisocyanurate Composite Board . Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Material Design Pressure Wood - 75psf. Maximum Fire Classification - Ma— terial Classfcation Wood Class !A' Note: Fire classification4 and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. r Rooting Product Control Examiner Page 3 of 41 Product Control No: 97-0904.21 TRADE NAMES OF PRODUCTS MANUFACTURED OR 1, 5 gallons LABELED BY APPLICANT Product Test Product Dimensions Spccification Description ' GAF Asphalt Concrete Primer S. SS gallons ASTM D 41 . Asphalt concrete primer used to promote stabilizer and fibers. Permits adhesion adhesion of asphalt in built -up roofing. GAF Mineral Shield® Granules 60 lb. bags ASTM D 1$63 'Granules for surfacing of exposed to wet and dry surfaces. asphalt, cold process cement or S gallons emulsion. GAF Mineral Shield® Fiber reinforced. polymer modified Granules shall be used for flashing GAF WeatherCoat® Emulsion aplications only. S gallons ASTM 1227 Surface coating or smooth surfaced Flashing cement roofs. GAF Premium Fibered Aluminum 4 5 gallons ASTM D 2824 , Fibered aluminum coating. - Roof Coating - GAFGLAS® #75 GAF Jetblak All Weather Plastic 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral Cement ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. RUBEROID® Modified Bitumen S gallons ASTM 0 4586 Fiber reinforced. polymer modified Flashing Cement Flashing cement Jetblack Premium Flashing Cement S gallons ASTM D 4586 Asphalt flashing Cement GAFGLAS® #75 3 sq. roll ASTM .D 4601 Asphalt impregnated and coated glass 75 lb. roll mat base sheet. GAFGLAS #80 Ultima Base Sheet 2 Sq. Roll 70 IbsJroll ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet GAFGLAS Ply 64D S sq. roll ASTM Q 2178 Type VI asphalt impregnated glass felt 45 lb. roll with asphalt coating. GAFGLAS Flex PIyTM 6 5 sq. roll ASTM D 2178 Type VI asphalt impregnated glass felt 45 lb. roll with asphalt coating. GAFGLAS Ply 40 S sq. roll ASTM D 2178 Type IV asphalt Impregnated glass felt ' with asp hal • roduct Contro 001 ' Page 4 of 41 - Product Control No: 97 -0804.21 ' Test Product Product Dimensions Specification Description G'AFGLASOD 76 lb. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Mineral Surfaced surfaced with mineral granules. Cap Sheet GAFGLAS® 60 lb. roll ASTM D 4897 Fiber glass base sheet impregnated and STRATAVENT® D 3672 coated on both sides with asphalt. Perforated. Surfacedon the bottom side with r mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS® Flashing various Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLAS® 69 lb. roll ASTM D 489 Fiber glass base sheet impregnated and STRATAVENT D 3672 coated on both sides with asphalt. Nailable Surfaced on the bottom side with mineral granules embedded in asphaltic coating. RUBEROID Modified 3 sq. roll ASTM D4601, Premium glass ttber reinforced SBS- Base Sheet 67 lbs. Type II, UL Type modified base sheet G2 BUR GAFTEMP® various PA 110 Polyisocyanumte foam insulation. Isotherm R Tapered GAFTEMP40 various PA 110 Tapered Polyisocyanurate foam Isotherm R insulation GAFTEMP'Isotherm various PA 110 Polyisocyanumte foam insulation RA Tapered GAFTEMP various PA 110 Tapered Polyisocyanurate foam Isotherm RA insulation GAFTEMP Isotherm various PA 110 Polyisocyanumte foam insulation RN • • Tapered GAFTEMP various PA 110 Tapered Polyisocyanumte foam Isotherm RN insulation GAFTEMP® various -PA 110 Polyisocyanumte foam insulation with Composite high density fiberboard or Permalite perlite insu Roo g Product Control . Fags 5 of 41 Product Control No: 97.0804.21 Test Product Pr= Dimensions Specificsition Descri„n Ddkfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking plate. Dekfast Fasteners PA 114 Insulation fasteners for # 14. concrete decks Dekfast Fasteners PA 114 Insulation fastener for steel #12 and wood decks. ISO 95+ Composite Asphalt Asphalt Primer EPS various High Density Wood various Fiberboard ridged insulation _ Pelite/Urethane various Composite bitumin adhesive Perlite Insulation various Polyethylene 4 mil min. Red Rosin various Roofing Nails Minimum 0 12 PA 110 Polyisocyanurate / perlite ridged insulation _ ASTM D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 110 Extruded polystyrene insulation PA 110 Wood fiber insulation board PA 110 Perlite / urethane composite board insulation PA 110 Perlite insulation board Vapor barrier/ Air barrier kosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic , generic generic generic generic generic Roofing Product Control Exatnac finer Page 12 of 41 . Product Control No: 97 -0804.21 Rooting Product Control Page 13 of 41 Test Product Product Dimensions Specifrcdtion Description Manufacturer Tin Caps Min. ga. x Corrosion resistant circular generic l32 discs. MB aluminum roof coating PA 121 Aluminum roof coating Grundy Industries (with current PCA) Dens -Deck various PA 110 Gypsum- insulation board. Georgia Pacific # l2 Roofgrip PA 1 l4 insulation fastener for steel (with current PCA) ITW Buildex or wood decks (with current PCA) # 14 Roofgrip PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks (with current PCA) Gripdek Fastener PA 114 Insulation fastener ITW Buildex - (with current PCA) Hexcel Fastener PA 114 Insulation fastener ITW Buildex (with current PCA) Hextra PA 114 Insulation fastener and ITW Buildex . metal or plastic plate (with current PCA) Standard Plastic Plate 3" round PA 114 Polyole fin plastic plate ITW Buildex (with current PCA) ISO 95+ various PA 110 Polyisocyanurate foam Firestone insulation (with current PCA) E'NRG'Y -2 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation (with current PCA) ISORoc various PA 110 Polyisocyanumte foam / NRG Barriers, Inc. Jockwool composite (with current PCA) insulation Olympic Standard 3" round PA 114 3" round galvplume Olympic AZ55 steel plate Manufacturing Group, Inc. (with cu nt PCA Rooting Product Control Page 13 of 41 Product Control No: 97 -0804.21 TEST REPORTS ' Test Name Report Date Agency /Identifier Factory Mutual Research Current lasulation FMRC 1996 01.01.96 Corporation Attachment Requirements Factory Mutual Research Wind Uplift J.l. OT4ALAM 08.26.92 Corporation FMRC 4470 - PA 114 ' Factory Mutual Research Wind Uplift J.I. 1 V8A4.AM 06.28.93 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1. 1R1A6.AM l 1.15.91 Corporation FMRC 4470. PA 114 Factory Mutual Research Wind Uplift r J.I.OT2Q4.AM 10.17.91 Corporation - FMRC 4470. PA 114 Factory Mutual Research Wind Uplift J.1.OQ6A6.AM 07.16.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Corporation Wind Uplift - J.1.3X3A2.AM 08.02.94 FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I.Oy9QS.AM 07.29.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift. FMRC . J.1. iB9A8.AM Corp. 4470 - PA 114 Underwriters Fire Resistance 81306, 87NK11819 01.01.93 Laboratories, Inc. Classification UL 790 - PA 114 Dynatech Engineering Wind Uplift #3600.02.95 -1 02.02.95 Corporation PA 114 ' Dynatech Engineering Wind Uplift #4482.02.95 -1 02.02.95 Corporationl PA 114 Rooting Product Control Exam1w Page 17 of 41 Product Control No: 97.0804.31 Deck Type. 1: Wood, Non.insulated New Construction or Reroof Deck Description: 72" or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 40, GAFGLAS® PLY 61), GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 3/," tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Ply Sheet: Two or three plies of GAFOLA$® PLY 40, GAFGLAS Fle..x?ly 6 or GAFGLAS® PLY 64D ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.. Cap Sheet: (Optional) One ply Of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 - lbsJsq.. Surfacing: (Required if no cap sheet is used) Install one of the following: LGAF WEATHER COAT® Emulsion with an application rate of 3 galJsq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 galJsq.. . 2. Asphalt flood coat at an application rate of 60 lbsJsq. t 20 %; plus gravel or slag with an application rate o(400 lbsJsq. & 300 lbsJsq., respectively. Maximum Design , Pressure: -45 psf. (See General Limitation #7) Maximum Fire Classification: W. See General Limitation #Z. Maximum Slope: 6 ":12 "; See General Limitation 43. Specification No.: N- 13-3-G, N- 8-3-C. N- 13-3 -M. N- 13-4-0, N- 13- 4 -G/P6, N -13-4-M. N- 13- 4 -M/P6, N- 13-4-C, N- 13- 4 -C/P6, N - &3-C, N- B- 3 -C/PC, N- B-5-0. N- 13-5-VP6, N- 13-5 -M, N- 13-5-MM6 Roofing Product Control Examiner Page 21 of 41 Product Control No: 97 -0804.21 Wood Deck System LImitations: ' I . 'Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F) of 95 Ibf or greater as tested In compliance with Merto-Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto-Dade County Protocol PA 105 and calculations in compliance with Metro-Dade Roofing Application Standard PA l 17. 2 All standard insulation panel sizes are acceptable for mechanical attachment. Wher panels are applied in hot asphalt, maximum panel size shall be 4'x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) of 275 Ib& as tested hf compliance with Merto-Dade County Protocol PA 105 & Roofing Application Standard PA 117. if the fastener value, as field tested, are below 275 lbE insulation attachment shall not be acceptable. 3 . A slip sheet is required with Ply 44D Flex Plylu 6 and Ply 64D when used as a mechanically fastened base or anchor sheet. 4. %: Type •X gypsum board is acceptable to be installed directly over the wood deck.. 1 . oaga, Rooting Product Control Ex=iner Page 37 of 41 Product Control No: 97-0804.21 GENERAL LIMITATIONS All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance *with Sections 3401.5 and 3401.6 of the South Florida Building Code. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing. Materials Directory and manufacturees specifications for compliance with design criteria for each project. 4 ' An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall -be at a minimum rate of 12 1bsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE Where STRATAVENT Perforated is used over approved lsocyanurate foam insulation, the maximum design pressure is limited to - 60psf. All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and speoifications published by the manufacturer, and the requirements of the SFBC. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. * The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. uloaga, Roondg Product Control Examiner Page 38 of 41 Product Control No: 97.0804.21 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro-Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All-attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of -the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be.-applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol- PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro- Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. t I Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 IV, as tested in compliance with PA 105. !f the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval iuidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or Ildhesive, which shall comply with provision of Roofing Application Standard PA 117... Page 39 of 41 Product Control No: 97 -0804 21 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. I S In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro-Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 Iii re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry-surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comets, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) au moauglk:;� Rooting Product Control Examiner, Page 40 of 41 Product Control No: 97-0804.21 GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.21 l 361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 2000 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: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 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 profession. 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 purposes. 6 The Notice of Acceptance number preceded by,the words Metro -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 thili 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 copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 41 END OF THIS ACCEPTANCE Roofing Product Control Examiner Page 41 of 41 Miami Shores Village Building Department WSO 141�NdAVbnue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date '(0 0,4, 1 1 BUILDING CRITIQUE SHEET 1420t.-,t4 d-e74-I'l /--Oic fl4A-4/;2..' ri All AA AJ COA��s A-7 AOAJr-' V6X-e'4 f 000 &-erwA . . IT I Reviewer: Claudio Grar4le CRO 305-795-2204k xt 1430 C-of \GeAlS 9 _ Ye-4 V 1, 9 } t'i v11 0 : 0 f : see : 0 0 :.:: 0 • : 066 RERMIT##: -GU • - 10 -lami Shores Villa e . .... : :: .. .. APPROVED_ BY 20 . ... .. . .... .. . ..... .... ... ... . zot�niia .... • • .... • . ... • SuBJECT Al -1 • • • • t .. • :: • . • :::.... • � STATE a tW4fl► W" ANO REatxATOaB DRILL 1 " HOLE W /6" MIN. DEPTH TO RECIEVE #5 STL. ATTACH STL. W/ HIGH STRENGTH EPDXY GROUT T to SECTION 1 -1 SCALD mts. ,EXIST. C ❑CRETE CAP 1#5 REBAR FROM EXIST. CONC. FOOTING TO CAP EXIST. C ❑CRETE FOOTING DRILL 1 ° HOLE W /6° MIN. DEPTH TO RECIEVE #5 S.TL ATTACH STL W/ HIGH - STRENGTH EPDXY GROUT • • • • • • • • • • • • • • • • • • • • • • ' ZEXfS17NG CONC ----7 r��w L EXISTING FOOTING CONC. BLK WALL #5 0 FROM FOOTING TO TIE BEAM REINFORCED GROUTED CELL CONNECTION TO TIE BEAM & FOOTING SCALE n.Irs. #5 m FROM FOOTING TO TIE SEA (SEE DETAIL CONNECTION) CUT VERTICAL OPENING TYPICAL CONC. BLOCK WALL IN CONC. BLK.- 'Ft Lt -QED vU1CO�JG- . REINFORCED GROUTED CELL SCALE n.ts. tc • • ••• • • • • ••• DRILL 1 ° HOLE W /6° MIN. DEPTH TO RECIEVE #5 S.TL ATTACH STL W/ HIGH - STRENGTH EPDXY GROUT • • • • • • • • • • • • • • • • • • • • • • ' ZEXfS17NG CONC ----7 r��w L EXISTING FOOTING CONC. BLK WALL #5 0 FROM FOOTING TO TIE BEAM REINFORCED GROUTED CELL CONNECTION TO TIE BEAM & FOOTING SCALE n.Irs. #5 m FROM FOOTING TO TIE SEA (SEE DETAIL CONNECTION) CUT VERTICAL OPENING TYPICAL CONC. BLOCK WALL IN CONC. BLK.- 'Ft Lt -QED vU1CO�JG- . REINFORCED GROUTED CELL SCALE n.ts. tc A � q NE i o3�° S��"" BY-------- m s APPROVED - ZONING DEPT BLDG DEPT vml 4A-021\k- , ) &dWlj /WW *4- f-ef V.J.0 \ fkl-A- 7 0 ::-7-4 %-At/L, v-ovsG DATE SUBJECT TO COMPLIANCE WI i-H ALL FEDERAL STATE AND COUNTY RULES AND PEGjl-ATIONS ---------- OQ- P,�A \r Go��,nnNS eAIVL .. ... 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E. 2nd Avenue Miami Shores, FL 33138 -0000 i° ��•- ��'�� ' Phone: (305)795 -2204 Expiration: 1010712008 Project Address Parcel Number Applicant ......... _........ .......... ......................... ...... _........ ............................. 269 NE 103 Street 1121360130430 CHRISTIAN DUNHAM Miami Shores, FL 33138- Block: Lot: `!`! Mgr. lf! fgrinatl4tl ........................... ............................... Address .............................. Phone.................... ............................... Cell .............................. CHRISTIAN DUNHAM 269 N. E. 103 ST. (305)758 -9791 MIAMI SHORES FL Contractor(s) Phone Cell Phone R&R WFJ Inc /inside out Renovation, (305)761 -8795 Type of Work: Exterior Color: Additional Info: Classification: Residential Color: _Approved Color: _Approved_ ...... ................ ............................... Valuation: $ 3,000.00 Total Sq Feet: 0 Code Comments: SHERWIN WILLIAMS - WALLS, Color: , 2 2 [008 0 Fees Due Amount CCF $1,80 Education Surcharge $0.60 Notary Fee $5,00 Permit Fee $60,00 Technology Fee $1.50 Total: $68.90 Total Amt Paid Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: ............... Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated . April 22, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, April 22, 2008 1 Inspection Date: 06/04/2008 Inspector: Grande, Claudio Owner: DUNHAM, CHRISTIAN Job Address: 269 103 Street NE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores, FL 33138- Project: <NONE> Permit Type: Paint Block: Lot: Contractor: R&R WFJ Inc /inside out Renovations & Design Phone: (305)761 -8795 Buildina Department Comments WALL SW6099 SAND DOLLAR Inspection Type: Final Paint TRIM SW7004 SNOWBOUND Work Classification: New DOORS SW 6258 TRICORN BLACK `S Phone Number (305)758 -9791 p Parcel Number 1121360130430 Block: Lot: Contractor: R&R WFJ Inc /inside out Renovations & Design Phone: (305)761 -8795 Buildina Department Comments WALL SW6099 SAND DOLLAR TRIM SW7004 SNOWBOUND DOORS SW 6258 TRICORN BLACK `S FJ p Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, June 3, 2008 Page 1 of 2 Miami Shores Village ` i. ICE Building Department 10050 NE 2nd Ave Miami, F133138 (305)795 -2204 (ph); (305)756 -8972 (fax) COpy ATTENTION HOMEOWNERS YOUR PAINTING PERMIT REQUIRES A FINAL INSPECTION FROM THE BUILDING DEPARTMENT. This permit is valid for 180 days. If it is not finalized during this period of time, the permit will expire, and it will require payment of a renewal fee to reinstate it and to call final inspection. WHEN THE PAINTING IS COMPLETED,. PLEASE CALL THE BUILDING DEPARTMENT AT 305 - 795 -2204 TO SCHEDULE YOUR FIN�L INSPECTION IN ORDER TO CLOSE YOUR PERMIT. .fvc 4 signature Thank you for your cooperation Project Address Parcel Number Applicant 269 103 Street 1121360130430 Miami Shores, FL 33138- Block: Lot: CHRISTIAN DUNHAM CHRISTIAN DUNHAM 269 N. E. 103 ST. (306)758 -9791 MIAMI SHORES FL Contractor(s) Phone Cell Phone STORMWISE SOUTH FLORIDA INC (305)597 -7797 (786)306 -6466 Type of Work: ACCORDION SHUTTERS No of Openings: 14 Additional Info: IMPACT Classification: Residential Fees Due Miami Shores Village 10050 N.E. 2nd Avenue CCF Miami Shores, FL 33138-0000 Education Surcharge Phone: (305)795 -2204 Project Address Parcel Number Applicant 269 103 Street 1121360130430 Miami Shores, FL 33138- Block: Lot: CHRISTIAN DUNHAM CHRISTIAN DUNHAM 269 N. E. 103 ST. (306)758 -9791 MIAMI SHORES FL Contractor(s) Phone Cell Phone STORMWISE SOUTH FLORIDA INC (305)597 -7797 (786)306 -6466 Type of Work: ACCORDION SHUTTERS No of Openings: 14 Additional Info: IMPACT Classification: Residential Fees Due Amount CCF $3.00 Education Surcharge $1.00 Permit Fee $240.00 Scanning Fee $12.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $4.00 Total: $260.00 cell Valuation: $ 5,000.00 Total Sq Feet: 427 For Inspections please call: (306)762 -4949 Invoice # Total Amt Paid Amt Due WS -11 -09 -36416 $ 260.00 $210.00 00 WS -11 -09 -36416 $ 260.00 $ 260.00 $ 0.00 Check #: 7913 Available Inspection Type: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. November 23, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy November 23, 2009 1 rk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 129261 Permit Number: WS -11 -09 -1882 Scheduled Inspection Date: November 25, 2009 Inspector: Bruhn, Norman Owner: DUNHAM, CHRISTIAN Job Address: 269 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Phone Number (305)758 -9791 Parcel Number 1121360130430 Contractor: STORMWISE SOUTH FLORIDA INC Phone: (305)597 -7797 Building Department Comments INSTALLATION OF HURRICANE SHUTERS (14 OPENINGS) November 24, 2009 For Inspections please call: (305)762 -4949 Page 9 of 24 Inspector Comments Passed C� Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 24, 2009 For Inspections please call: (305)762 -4949 Page 9 of 24 Miami Shores Village �O U '' Department Gov 200 Buildin g 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 BY: ------- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. s WA PERMIT APPLICATION FBC 2004 Permit Type (circle<� Building Roofing Owner's Name (Fee Simple Owner's Address City 1L,f/ ,qM1 , State r L Master Permit N Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) ,c j j #31,52 ) 3 0&(/ -) City Miami Shores Viliajze County Miami -Dade Zip �✓� /� e7 FOLIO / PARCEL # , – J Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address l -36, City Name l_,G'//�1 / 16 /)/ 41 State Certificate or Registration N Architect/Engineer's Name (if applicable) Phone #U'�•��'�� — State 1,,57 tr Zip Value of Work For this Permit $ Q2_ ?q Type of Work:❑Additi nn ; ' 1 r /atic Describe Work:_ Certificate of Competency Square / Linear Footage Of Work: ❑New Q Repair/Replace ' 11ii * * ** * ** * * *** * * * ***Fees:x*��x�x� 5u1n&tal Ve $ _'CJ Permit Fee $ ' CCF $ CO /CC Notary $ n Training/Education Fee $ I • Technology Fee $ Scanning $ ) a" 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ O See Reverse side –+ Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ' Owner or Agent The foregoing instrument was acknowledged before me this / day of I 200q,by 011�1�L4JQdel 1i11f1(y who is sonally known "toe or who has produced As identification and who did take an oath. NOTARY PUBLIC: NOTARYPUBUC- T=OFFWRiMh Ends Gascon s Si #DD699896 Sign a, 2`j 1 Print: Signat -- Contractor The foregoing instrument was ackno edged efor e ibis day of _/ I, 20 01 by wh personally know to me or who has produced as identification and who did take an oath. NOTARY PUBLI t My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: o �d �l Plans Examiner Engineer Zoning (Revised 07/10/07) PERMIT # TAX FOLIO #�aj _ (1 NOTICE OF COMMENCEMENT STATE OF r1ortir4 G COUNTY OF JM I DQ i �ttl�i tt�ti ltlti ilttl till! tit�1 ltttt IIf1 �1t1 CFN '4's il09RI0181547Z OR Bk 27080 Pq 4067; bias) RECORDED 11/12/2009 14 :25:46 HARVEY RUVIHe CLERK OF COURT MIAMI -LADE COUNTYP FLORIDA LAST WAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement I. Legal description of property: Property Address: 2. General description of improvement: 3. Owner Information Name: a. Mailing Address: b. Interest in property: c. Name & Address of fee simple titleholder (if other than owner): 4. a. Contractor's Name: b. Contractors Address: c. Telephone & Fax: S. a. Surety Bond Name: b. Address: c. Telephone & Fax: d. Amount of Bond: 6. a. Lender Name: b. Lender Address: c. Telephone & Fax: This space reserved for recorder. o 7. Persons within the State of Florida (name & addresses) designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7., Florida Statutes: Name: Address: ADE ' Coa�y� Telephone & Fax: gyc isetruiicboofme $ t c«sa co d��yyy U a 8. In addition to himself or herself, owner designates the f ti ovi in Section 713.13(1)(b), Florida Statutes: t) Name: i m SS hand end Otfi ' Se . Address: HARVEY RUVIN, L o Telephone & Fax By 9. Expiration Date* of this Notice: *Expires one year fro the date reL orded, unless otherwise noted. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. — D Si u e of Owner or Owner's Authorized Officer /Director /Partner /Manager Tide/Office 'j'� The foregoing instrument was acknowledged before me this _� day of 20 � , by Rh l� m for — State of Florida Known OR Produced Identification VERIFICATION PURSUANT TO SECTION 92.525—FLORIDA STATUTES Under /penalties � of perjury, I declare that I have. read the foregoing and that the facts stated in it are true to the best of my knowledge and belief�,.�/+' By Signatu f bwner or Owner's Authorized Officer /Director /Partner /Manager who signed above. 0 , ,-'S�A\ t A Turn Over for Instructions 03/0212009 - 1 CaicuiatorsWSCE 7 -05\FLB - ASCE 7.02 Pressure Charts 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DES S FOR COM PON E!PTSIOCLAD DING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSU S Mean 4 Roof T Area Ft Ft 504 -492 -48.3 - 47.6 -47.1 -06.6 -462_ ..45.9 46.6 0 -15 ft +465 +452 +44.4 +43.7 +438 +41.9 +410 0 -15 $ .1 -49.8 -49.0 -48.3 . 47.7 - 473 -48 $ X185 -46.2 18 ft +47.1 +45.9 +45.0 +44.3 +43.7 +433 +42.9 +425 +422 +44.3 52.4 51.1 502 49.5 -08.9 48.4 48.0 477 47.3 18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 +47.0 53.5 522 51.3 50.6 50.0 -49.5 -49.1 •48.7 -48.4 20 ft +49.4 +48.1 1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44:2 24 ft 54.6 53.3 52A 51.6 51.0 50.5 50.1 -49.7 -49.4 22 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 57.6 55.6 54.3 53.3 52.6 52.0 51.5 51.0 50.6 50.3 24 ft +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 1 +46.3 1 +45.9 503 56.6 552 542 53.5 52.9 52.3 51.9 51.5 51.1 26 ft + 522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 -63.6 575 56.1 55.1 54.3 53.7 532 52.7 W-3 51.9 28 ft +53.0 +51.6 +50.6 +495 +492 +48.7 +482 +475 +47.4 582 58.3 56.9 55.9 55.1 54.5 53.9 535 53.1 52.7 30 ft +53.8 +52.3 +51.3 +60,6 +49.9 +49.4 +48.9 +48.5 +48.1 59.1 57.7 - 56.7 55.9 562 54.7 542 535 53.4 32 ft +64.5 +53.1 +52.0 +51.3 +50.6 +60.1 +49.8 +492 +48.8 59.9 58.4 57A 58.6 55.9 55.4 54.9 54.5 54.1 34 It + 552 +53.7 +52.7 +51.9 +51.3 +50.7 +502 1 +49.8 1 +49.4 +50.1- 50.6 59.1 58.1 57.3 56.6 56.1 55.6 55.1 54.8 36 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 +51.9 51.3 59.8 58.7 57.9 57.3 56.7 - 562 55.8 55.4 38 ft +56.5 +65.0 +64.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 +54.4 52.0 50.5 59A 58.8 57.9 57.3 565 58.4 58.0 40 ft +67.1 +55.6 +54.5 +53.7 +53.0 +52.6 +52.0 - +51,611 +51.1 38 ft 42.6 51.1 40.0 592 - 58.5 57.9 -57.4 - 7.0 56.8 42 ft +67.7 + 682 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +81.7 -65.3 432 - 61.7 -60.6 59.7 59.1 -56:5 58.0 -5745 47.1 44 It +58.3 +56.7 +55.7 +54.6 +54.1 +53.5 +53.0 ; +526 +522. 57.9 535 52.3 512 -60.3 59.6 59.0 585 - 58.1 -57.7 46 ft +58.8 +57.3 +562 +55.3 +54.6 +54.0 +515 +53.1 +52.7 - 71.1 -64A 42.8 41.7 - 60.8 50.1 59.6 59.0 48.6 582 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0; '+53.6 +63.1 .75.7 54.9 53A 422 -61A -60.7 50.1 -59.5 - 59.1 -58.7 50 ft +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.6 +54.0 +53.6 45.5 -63.9 -625 51.9 512 50.6 - 80.0 59.6 592 52 ft 48 ft - +59.4 +575 +56.7 +555 +55.1 +54.5 +54.0 +53.6 +804 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 49.4 48.0 44A 43.3 42A 51.7 41.0 40.5 50.1 59.6 54 ft +545 +54.0 1 +53.8 - 80.8 77.6 - 75.4 73.6 -722 +60.8 + 592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5 +56.8 48.5 44.9 -63.7 52.9 52.1 51.5 51.0 -60.5 -80.1 56 ft -742 -72.8 -71.6 - 705 49.6 48.7 54 ft +61.3 +59.7 +58 5 +57.7 1 +56.9 +58.3 +55.8 +55.3 +54.9 +60.8 47.6 45.8 84.7 83.8 53.0 52.4 41.9 41 A 41.0 80 ft +62.2 +80.8 +59.4 +58.5 +57.8 +57.1 +58.6 +58.1 +65.7 Mean no 5 Roof T Area Ft Height 10 15 20 ROOF HEIGHT 59.8 -58.0 56.7 -55.6 -54.6 - 535 -53.1 52.5 0 -15 $ +46.6 + 452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 43.1 50.6 58.8 -67.5 58.3 504 2 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 -64.6 52.1 - 60.3 58.9 57.8 58.8 55.9 552 54.5 18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 46.1 535 51.6 -602 59.0 58.1 -572 56.4 55.8 24 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 1 +44.9 +44.5 +442 57.4 54.8 52.9 - 81.4 .602 592 58.4 57.6 56.9 22 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 1 +455 +45.4 +45.1 48.7 58.0 54.1 -62.6 -61A 503 59.4 58.7 -58.0 24 ft +51.3 1 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 '69'8 -67.1 55.1 -63.6 -82.4 51A -60A 59.6 58.9 26ft + 522 +50.8 +49.8 +49.1 +48.4 +47.9 +47:5 +47.1 +46.7 - 70.9 582 582 545 53.4 -62.3 51.4 -60.6 59.9 ft +53.0 +51.8 +50.6 +,w;S +492 448.7...+482 4475 +47.4 - 72.0 592 57.1 -65:8 64.3' -632 -$2 3 -815 -60.7 30 ft +535 +52.3 +61.3 +SOS +49.9 +49.4 +48.9__+48X +48.1 -73.0 - 70.1 58.1 56.5 552 484.1 .63.1 -62.3 51.8 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1- +49.6 +492 +48.8 -73.9 -71.0 58.9 -67.3 58.0 -84.9 - -64.0 -63.1 -62A 34 ft +5521+63.7 +52.7 +51.9 +51.3 +50.7 +502 +495 +49.4 -74.8 -71.9 - 89.8 - 68.1 58.8 55.7 -64.7 53.9 53.1 36 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +60.4 +50.0 -75.7 -72.7 -70.6 -88.9 57.6 58.5 55.5 54.8 43.8 38 ft +58.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 -76.5 -73.5 -71.3 59.7 58.3 572 562 -65.3 -84.5 40 ft +57.1 +55.6 +54.5 +53.7 +63.0 +525 +52.0 +515 +51.1 -77.3 -742 -72.1 -70A 59.0 57.9 -66.9 56.0 552 42 ft +57.7 +562 +55.1 +54.3 j +63.6 +63.0 1 +52.5 +52.1 1 +51.7 -78.0 -75.0 -72-8 - 71.1 59.7 - 685 -67.5 -66.6 -65.8 44 ft +58.3 +56.7 +55.7 +64.8 +54.1 +53.5 +53.0 +52.6 +622 -78.8 .75.7 -73.5 -71.8 -70A 592 482 - 67.3 56.5 46 It +58.8 +57.3 +662 +55.3 +54.6 +54.0 +53.5 +53.1 +62.7 -79.5 -76.3 -74.1 -72.4 - 71.0 59.8 -88.8 57.9 47.1 48 ft - +59.4 +575 +56.7 +555 +55.1 +54.5 +54.0 +53.6 +53.1 -802 -77.0 745 -73.0 -718 -70A 49.4 48.5 47.6 6o ft +59.9 +58.3 1 +572 +66.3 +55.6 +55.0 +545 +54.0 1 +53.8 - 80.8 77.6 - 75.4 73.6 -722 71.0 49.9 49.0 482 52 ft +80.4 +585 +57.6 +56.8 +56.1 +55.4 +64.9 +54.5 +54.0 -81.5 78.3 -76.0 -742 -72.8 -71.6 - 705 49.6 48.7 54 ft +60.8 + 592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +545 42.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 - 70.1 49.3 56 ft +61.3 +59.7 +58.5 +57.7 +56.9 +58.3 +555 +55.3 +54.9 -83.3 1+622 .80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 It +60.6 +59A +68.5 +57.8 +57.1 +56.8 +56.1 1 +55.7 A D U) I NIT ISSUE jCL jFLB j04119101 G m x 9 REVISE FOR 07 FBC TSB FLB 02/2310. z in F,y 0° THIS DOCUMENT IS THE PROPERTY OF FRANC L BENNARDO p RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART Z Q> WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, NGHUGHTWG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND WIND VELOCITY =146 MPH EXPOSURE 'C' FOR TABLE M RH =0 -60' 1 BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE IOW TO OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED; FOR VSE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =110, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd R REMEN75.WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ON FOP, BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALLAOOFSLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. S. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT 6."ALWAYS ROUND+UP,ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARYARF,A OF THE OPENING IN QUESTION (HEIGHT • WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE, SPAN LENGTH (HEIGHT :I / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. S. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =I.G:FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHi -HIGH VELOCITY HURRICANE TONE TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. S. ADHERE TO ALL LOCAL IMPACT PROTECTIONSYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 30% OF LEAST HORIZONTAL' DIMENSION OR 40% OF MRH4CONSULT K ROOF WHICHEVER IS SMALLER, BUT NOT iESS THAN 4 °!° OF LEAST GHT DIMENSION OR 3FT (1m)'. USE ZONE 5 I AT ALL IN QUESTIOMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQROOF a a ROOF HEIGHT ELEVATION L ZONE FIGURES ETRIC 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 08886 DUNHAM, CHRISTIAN & DEIRDRE 269 NE 103 ST MIAMI SHORES, FL 33138 PRODUCT # W H ACCORDION 1 76 53 ACCORDION 2 71 81 ACCORDION 3 77 52 ACCORDION 4 27.37. ACCORDION 5 771521 ACCORDION 6 38 50 ACCORDION 7 52 53 ACCORDION 8 38 51 ACCORDION 9 27 36 ACCORDION 10.53.51. ACCORDION 111321811 ACCORDION 12 53 51 ACCORDION 13 47 36 ACCORDION 14 52 37 Storm. Wise Production, Inc. 13015 N.W. 45 Ave Opa- Locka, F133054 Phone (305) 597 -7797 Fax (305) 597 -7795 Shutter Product Approval Authorization Form Date: 11/11/09 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: Ht -100 Aluminum Accordion Shutters 06- 1026.11 This letter authorizes StormWise South Florida to use the above mentioned product at the following job: Name: DUNHAM, CHRISTIAN Address: 269 NE 103 ST City, State, Zip: MIAMI SHORES, FL 33138 Sincerely, Storm Wise Solutions, INC Permitting Department Enis Gascon 1. This form must accompany the application for the building permits and shall become part of the permit documents. MIAMMDADE MIAMI -DADE COUNTY, FLORIDA ro on M21 METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.miamidadesov Stormwise Production, Inc. 13015 N.W. 45'" Avenue Opa- Locka, FL 33054 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 mply with the Florida Building Code, incl a ocity Hurricane Zone. - DESCRIPTION: " HT -100 Stormguard " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -563, titled "Stormguard Accord' butter", sheets 1 through 7 of , or ton Tomasetti date ision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E., 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 the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1201.01 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No 06- 1026.11 l 1 r Expiration Date: 06/25/2011 0 / c Approval Date: 01/04/2007 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0502.06 A. DRAWINGS I. Drawing No. 01 -800, prepared by Knezevich & Associates, Inc., titled "Stormguard Accordion Shutter", dated July 23, 1996, last revision #6 dated June 10, 1999, sheets I through 6 of 6, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. .See Association's generic approval # 99 -0036 C. CALCULATIONS 1. See Associations generic approval # 99 -0036 D. MATERIAL CERTIFICATIONS 1. See Associ'ation's generic approval # 99 -0036 E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated April 28, 2001, certifying this product to meet the criteria of product tested and approved, and allowing Stormwise Concepts, Inc. to use the test results approved under Miami - Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Stormwise Concepts, Inc., dated February 14, 2001, signed by Mr. Camilo Diaz. 3. Letter by Knezevich & Associates, Inc., dated April 27, 2001, certifying that the drawing (No. 01 -800) prepared for Stormwise Concepts, Inc., signed and sealed by V. J. Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc., Association generic drawing (No. 96 -168). 4. Acceptance Letter issued to Mr. Camilo Diaz on June 7, 2001 and returned signed by Mr. Camilo Diaz on June 11, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0520.04 A. DRAWINGS 1. See NOA 02- 0520.04 B. TESTS 1. See NOA 01 - 0502.06 C. CALCULATIONS 1. See NOA 01- 0502.06 D. MATERIAL CERTIFICATIONS 1. See NOA 01 - 0502.06 Offelmy A. Makar, P.E., M.S. Product Control Examiner NOA No 06- 1026.11 Expiration Date: 06/25/2011 Approval Date: 01/04/2007 E -1 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. See NOA 01- 0502.06 F. OTHER 1. See NOA 01- 0502.06 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0923.02 A. DRAWINGS L Drawing No. 03 -812, titled "Stormguard Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval # 02 -0799. C. CALCULATIONS 1. See Association's generic approval # 02 -0799. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS L See Association's generic approval # 02 -0799. F. STATEMENTS I. Letter by Knezevich & Associates, Inc., dated July 2, 2003, certifying that the drawing (No. 03 -812) prepared for Stormwise Solutions, Inc., signed and sealed by V J. Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc., Association generic drawing (No. 02 -458). 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 1201.01 A. DRAWINGS 1. Drawing No. 05 -563, titled "Stormguard Accordion Shutter ", sheets I through 7 of 7, prepared by Thornton- Tomasetti Group., dated September 14, 2005, last revision dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS L See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. y A. Makar, P.E., M.S. Product Control Examiner NOA No 06- 1026.11 Expiration Date: 06/25/2011 Approval Date: 01/04/2007 E -2 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated November 02, 2005, certifying this product to meet the criteria of product tested and approved, and allowing Stormwise Solutions, Inc. to use the test results approved under Miami -Dade County Approval No. 05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Stormwise Solutions, Inc. dated November 23, 2005, signed by Mr. Camilo Diaz. 3. Letter by 777ornton- Tomasetti Group, dated November 02, 2005, certifying that the drawing (No. 05 -563) prepared for Stormwise Solutions, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 05-50p). 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -563, titled "Stormguard Accordion Shutter", sheets I through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Letter by Stormwise Production, Inc. dated October 19, 2006, signed by Mr. Camilo Diaz, requesting to change the address on his NOA. 2. Letter by Thornton - Tomasetti Group, dated October 04, 2006, certifying that the drawing (No. 05 -563) prepared for Stormwise Production, Inc., signed and sealed by V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 05-509). � d wz: et, �_`_ my A. Makar, P.E., M.S. Product Control Examiner NOA No 06- 1026.11 Expiration Date: 06/25/2011 Approval Date: 01/04/2007 E -3 NI 0 \ a ri N O °o N O 0 7 6 V �I 0 0 E c' a` 048" I mfaeMna =� OHEADER -WALL MOUNTED SCALES HALF SIZE L� 1993' 52" 4.478" (ADAPTER SLAT V SCALE: HALF SIZE 1. GENEWLL NOTES: ANALYZED y�� THE PRAOVISION SET�FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DAVE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE. 2004. 2. TO VERIFY THAT THE ANCHORS AS TESTED ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 A DIRECTIONALITY FACTOR OF Kd -0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. G. THESE APPgOVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PR VIDED Tree CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO TI4ESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONSt A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND (B DE UILD -OUT WALL HEAR 2a SCALE: HALF SIZE B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND ESpECURED FROM THE MIAMI -DADE COUNTY PPRODUUCCgT�C�OON�TREO�LL DIVLSICK I 20NE AREAS OISYTOPTIONVB TSHALLCBE ACCEPITED BY THE fdr 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS+ STORQQMpp/V/�VI�SpEECCP��(R(�AO,,DUCTION INC. MIANN DADE COUNTY PRR APPROVED 10. ALL SHUTTERS SHq LL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18- OF CENTER (VERTJ. LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. " 12. OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTY14 O STAINLESS MS , STEEL, o . POP RIVETS TO BE 3/16 -0, 5052 ALUM. ALLOY, U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADE ARK OFFICE. PATENT No. 5,755,270. a �_ I I�rt111 rt1 I O p O O Lm t2' jLt2 O F t2 ° t3 r Q a 055 �TYP.1 �D a (h N ! � r ! 4" 1.533" .055' .50( OSILL WALL MOUNTED ADJ. SILL-TOP ADJ. SILL-BOT. a-T MATIvE SCALEt HALF SIZE OSCALEs HALF SIZE OSCALEt HALF SIZE OAD�ESIL SOT- OFLATENDSLAT SCALEe HALF SIZE 10 CENTER MATE 2 SCALEt HALF SIZE ASSEPMBLY STEEL 15 T --f o .320 "0 HOLE " NYLON WHEE RIVETED IN .058 PLACE 1.100" 251" I !I IL 9ZA" I I "t5l- i 1.350" 500 "� OLOCKING CLIP 1 S SCALE- HALF S ZE (CENTER MATE 1 (W/ LO0=G ROD) �8 SCALEi HA F SIZE .375" R .505" R (C_ ®CENTER MATE 2 (vi UXXING ROD) SCALE: HALF SIZE •• • • s • 0000•• 0000•• 0000 0000 0000•• 000.• 0• •• • • • DDIV6iOo 1 ?� cc LLI V r, U ~ Ln V'I I 1 � * El ° V>W)o 0 :9.4 $ � z u � D E � 40 "4 yH � e. � r O � co C o d aN O r V H w �w3 ox O I' O II Q Un w '� N y t Z co, — w co CA J zE V o ccv) _ cc LLI V r, F- ~ Ln V'I I 1 ° V>W)o Z (� > o � 40 "4 U � e. � 0Z.4 O I' O II Q Un V.J. Rnf Profesionzi n Ucenw No iT L�L�I • _7 • ••• Vf • • c> • u oc � 0. 09/14/2005 raven 40TED �r MCR IV the [WK dmwing no. 05 -563 feet 1 of 7 N 0 Q E M M N O 0 0 0 CN .t 3 c 0 v rn E 0 6 E `o c a VARIES - NO LIMIT TYPICAL ELEVATIO N.T.S. �MlN GNI1TT913 CP93AMATI FASTENER ® 24" O.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) MOUNTED TYPICAL PLAN VIEW SCALE* 3' - T -0' -1 . M1N. /2" MAX. 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS (P 6" O.C- .50 "® Z� N W Q USED MM PIECES SAM LOCKING FIN SCALM 1 -V2" a T -0' FASTENER (M 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS — P.) 6 -1/2" EMBLY NT BETWEEN SEE SECTION B ON SHEET 3 LE AND ED SILL FOR COMPLETE INFORMATION ED SILL CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECT= s REMOVABLE FLOOR TRACK DETAIL SCALE * 3 "- 1•- 0" SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER, LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.TS. NYLON HANDLE f� SNGLE AM LOCIO OPTIONAL CLOSER HANDLE N.T S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. 2" M OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCK MECHANISM AT CE OR SIDE OF SHUTI LOCK MAY BE INSTi ON INSIDE OR OUT OF SHUTTER SCALE* 3' - T -o' 3/4" MIN. E FASTENER SCHEDU 1 -1/2" MAX. PLAN ymw W -7/16" O.D. T P BUSHING 12 LONG NYLON #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 -0 x ASS" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) -, MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEETS). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE'OR FROM HANDLE WHEN MOUNTED INSIDE. I "x1 "x1/8" 3/16 "o POP JOINT BETWEEN REMOVABLE AND FIXED SILL V 3/8" O.D. x 0.90" LONG NYLON A BUSHING 2� ` #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING &.460"0 x .OSO" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOMI SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE* HALF SIZE GL OPTIONAL PLAN VIEW SCALE* 3' - 1• -0" EALY FASTENER ID 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 6 -1/2" - OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING `SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETA14 SCALE 1 3'- T- 0" • • •s :Wt =o6 ta26 f3�•1�3 1�€a~e'a31➢ade @ °° ■a! ° z a E.' r c D �.4 8 i J E �y� W 7 co O F + L'�' C'7 p « _ C-11 o v1 so 21 G O S IS C H W �w ax 0 Via° N mi c� © O Nm LZ _5 q - w � ` U 6) J o V o U CN n Lu Z 0 u kn �o tn o V >C- Cc ,g cr Q':P•,3n1� i.m tn c°r 0 CC ol co 1c H FL License 9-OOs 05-563 • • • • ••• •• • •• • '••• • 0••• • • • D••• E rn u•f t7 N 0 °o O c 0 v a 0 0 8 `c CL EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE MB. �; REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" ROLLER ASSEMBLY 1� TYP. EVERY OTHER PTN v 1/4" MAX.- EXISTING CONCRETE MASONRY EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 7 ANCHOR SCHEDULE, TYP.— f,ZGT m 5/8" /WALL MOUNT SECTION `vJSCALEs T'-T-0" C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE IC UTT D MAX. EXCEED 6" SPACING CONT7 /-- 11 CONT 11 CONT. TW01/4 -20 MACHINE BOLTS W/ NUT OR 014 TEK SCREW 0 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2 OR DOOR ©� 9- 3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). CONT. "-(11) CONT. FOR MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. EDGE DIST. = ;i0w ,e, XQ a� Sk DSCSOF E 0 POP RIVET O.C. (TYP.) 1/4" MAX. to u C31- OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE ClIPPART — GTArrFR CONT. - FOR LARGER SPANS ANGLES Z C2 =a 3?- P EXISTING WOOD a a SCHI B W GLSSEESTABLE 3< OR DJUOR- SEE TABLE 2 EXCE a .3/16 "0 POP RIVI G q O DSOSOR t- = OR #12 TEK SCRE @ 6" O.C. (TYP.) MATERIAL II IA & O - u SSEMBLY- 1/4" MAX. Q u/%► 1" x 1" x 1/8" BETWEEN�TRUSSES E �+► ALUM. ANGLE 411/4- MAX. '••••• to W/ 3/16 "0 POP 1/4" MAX. WV \4._>,- RIVETS @ 6" O.C. f,ZGT m 5/8" /WALL MOUNT SECTION `vJSCALEs T'-T-0" C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE IC UTT D MAX. EXCEED 6" SPACING CONT7 /-- 11 CONT 11 CONT. TW01/4 -20 MACHINE BOLTS W/ NUT OR 014 TEK SCREW 0 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2 OR DOOR ©� 9- 3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). CONT. "-(11) CONT. FOR MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. EDGE DIST. = ;i0w ,e, XQ a� Sk DSCSOF E 0 POP RIVET O.C. (TYP.) 1/4" MAX. to u C31- OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE ClIPPART — GTArrFR CONT. - FOR LARGER SPANS ANGLES E SCHEDULE 1 TYPE C2 =a 3?- C EXISTING WOOD REM Cl CONNECTION TYPE SCHI REFERENCE ANCHOR SPA, SCHEDULE FOR MAX. EXCE SEE TABLE 2 TOP 1/4" MAX. Z aW AMAX & BOTTOM EDGE DIST. SPACING 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) � CEILING/INSIDE MOUNT SECTION BUILD -OUT MOUNT SECTION B SCALE, 3' - T -0" SCALE: 3" - T -0" ler 3" 1/" 1/4 -2(� 12" 0 MACHINE BOLT W/ NUT )D.C. (TYP., TOP 8" TROLLER ASSEMBLY Q_ W 2 TYP. EVERY OTHER P c k- 1/4" MAX. Z ..,, 4w •• • UUA,W � OR WOOD STRUCTURE. SEE =a 3?- Lq �R DSOSOR EXISTING WOOD G Xin aW Xx Cl CONNECTION TYPE REFERENCE ANCHOR 1/4" MAX. SCHEDULE FOR MAX. O l7 to . MATERIAL II W � �1 \ �` --5/8" MAX. 80 TOM MOUNT DETAIL MAY BE USED AT TOP. BUILD -OUT MOUNT SECTION E SCALE, 3" - ' -0' SEE TABLE 2 SEE TABLE �W- 1/4" MAX .-J EMBED. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. OBUILD-OUT MOUNT SECTION F SCALE- 3" a 1'-0" F a 0 N a ING CONCRETE, MASONRY )OD STRUCTURE. SEE 3R SCHEDULE, TYP. 2" x 2" x .050' ALUM. TUBE TYP. TOP & BOTTOM SEE TABLE 2 -C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING MAX. BUILD -OUT MOUNT SECTION SCALE+ 3"-r-0- 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" wa MINIMUM THREADED c PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, trui 24" O.C. MAX. WHERE ~ a BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" --r—MAX. Z Q •• • EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE tfiJ ANCHOR SCHEDULE, TYP. EXISTING WOOD G TRUSS OR RAFTER @ 24" MAX. O.C. Cl CONNECTION TYPE REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH II,l IY SPACING MATERIAL II -'TYP. TOP & BOTTOM - va•• - u 1/2" MAX: 1/4" MAX. #14 SMS 24" _ Few BETWEEN�TRUSSES SEE TABLE 2 SEE TABLE �W- 1/4" MAX .-J EMBED. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. OBUILD-OUT MOUNT SECTION F SCALE- 3" a 1'-0" F a 0 N a ING CONCRETE, MASONRY )OD STRUCTURE. SEE 3R SCHEDULE, TYP. 2" x 2" x .050' ALUM. TUBE TYP. TOP & BOTTOM SEE TABLE 2 -C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING MAX. BUILD -OUT MOUNT SECTION SCALE+ 3"-r-0- 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" wa MINIMUM THREADED c PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, trui 24" O.C. MAX. WHERE ~ a BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" --r—MAX. Z Q •• • tLw • • • tfiJ • • r. G e: D CID a�m A& Ew F W O •••• u • • w Few •••••• VI • 411/4- MAX. '••••• C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WOOD SOFFIT / FLOOR MOUNT SECTION G SCALE, 3" - 1-0" s anvvsi Dade � Divs king Ofa� u Z c rn r. G e: D CID a�m A& Ew F W O N ° cn cgi E: 0 o m ��E U UJI � E , cn �;" Q = �MS 0 N m QM N mm ® a c 'u Z > � W U J m �E V o o Lu U ON h m ON Z 'O �tn o o av o U 0 Z. "4 $-4 . o a�z3� •cf) kn an o CD O -- V_j. ru ezevidi Profestonal f - L License N . rE 10993 1 1j1j! i u i • zeOJ • T� I� 0% • $Z h cn cn m F- i , • C1 •• 09/14/2005 AS NOTED MCR by 05 -563 feet 3 of • • • • • • • • • • m d 0 E �n 0 v N 0 0 00 d P, 0 0 U 0 0 0 c a` EXISTING STRUCTURE 5/8" MAX. z" x 3" x 1/4" 6063 -T6 ALUM. ANGLE M :-DETAILS & "0 POWERS 1 -1%4 3 -3/4" O.C. - THREE-1/4"O THRU BOLTS DRILL 7/16 "0 HOLE MIN. EMBED. CONC. DRILL 5116 "0 HOLE /2" MIN. Tw I ALUM. BEAM (SEE BEAM 1,13" 3.75" T. OR FOUR ; SCHEDULE BELOW FOR CO CRETE-FLEX N BEAM DESCRIPTION & e a W/ 1 -3/4" Tf MAX. HORIZONTAL SPANS) e o °o NT 8 2 -1/2" - 1/4 -20 S.S. MACHINE SCREW H 'T. IN EACH & NUT 0 12" O.C. USE THRU BOLT 0 ACCESS KILE AS x' 150 1.12° 1.88" 1.88" 1.12" SHOWN IN MAX. 3• 6. o" ALT. LEG DIRECTION SEE T ALUM. BEAM & SHUTTER SCHEDULE SP/ D. BEAM ESCRIPTION DESCRIPTION SPAN SPAN 2" x 5" 5' -0" 9' -5" 8' -0" Tw =.125" Tf =.125" 10' -0" 7-6" 2" x 8" 5' -0" 14' -0" 8' -0" 11' -6" Tw =.072" Tf =.224" 10' -0" 10' -4" 2" x 9" 5' -0" 15' -5" 8' -0" 12' -S" Tw =.072" Tf =.224" 10' -0" 11' -2" OR DOOR SMTUREJ MAXJ,4 (MAX, DESIGN LOAD * 72 PSF) OTOP SUPPORT BEAM DETAIL H SCALD 3'= 1' -0" Q laJ w i � QwWH'! W m= _ vtn »X = J Q• ul Q�- X w=0m E Nin LL NOTE: 1. USE BEAICHE51ULE FOR DETAILS AND J . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM rL OF SUPPORT TO IL OF SUPPORT. TABLE 2 /R610EK SCREW Tw Z Q a in 0: W H I- 3 L4 a ANGLE DETAIL USING CALK-IN ANCHOR SCALE . 3"m 1'- 0" ` DRILL 5/16 "0 HOLE too" e 0 C! a 0 0 N 1S0° 2.50° 3. 0' RIVET SCREW 8R DOOR 1/2" - EMBEV1/4 -20 S.S. MACHINE SCREW & NUT (� 12" O.C. PROVIDE 1 "4 ACCESS HOLE @1 BACK SIDE FOR FASTENING PLYWOOD AND I \ TWO 1/4 "0 S.S. LAG SCREW (m STUCCO FINISH ` 24" D.C. MAX. W/ 1 -3/4" PE R. 5 /B" MAX. IN CENTER OF STUDS 3.00" 3.00" 3 00" t.00° —1" x 3" x 1/8" OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE e (MAX. DESIGN LOAD= 72 PSF) WALL MOUNT SECTION - USING ALUM. TUBE 3.00" 3.00" 2 50° I SCALD 3" a 1' -0" O 11.00" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. -7 OANGLE DETAIL USING CRETE -FLEX ANCHOR VZ SCALE s 3 "- 1'- 0" AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1 "0 ACC SS HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN DETAIL4 606433Tg ALUM. ANGLE THREE -1/4 "O THRU BOLTS ALT. LEG DIRECTION (MAX DESIGN LOAD* 72 PSG BOTTOM SUPPORT BEAM DETAIL SCALES 3 " 1-0" I_1 PLYWOOD AND 0 24" O.C. MAX. W/ 1 -3/4" STUCCO FINISH PENETRATION IN CENTER OF 5/8" MAX. STUDS 2" x 6" P.T. WOOD PLATE (MA)L DESIGN LOAD* 72 PSF) K OWALL MOUNT SECTION - USING 2" x 60 P.T. WOOD PLATE SCALES 3° o V -0" 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. SEE TABLE 3/16"0 POP RIVET II Y II I OR 012 TEK SCREW Ih P 6" O.C. (TYP.) In Q o 0 4 & 5® aW w ASSEMBLY 3/16 "�D POP RIVET >NNECMN TYPE [B 6" O.C. (TYP.) 1I4" ; • RENCE ANCHOR MAX. •••••• _DNUGE FOR MAX. ..�••� �I •••••• DNAL LOCATIO EQ. EQ. •••••• INNKTTON TYPE RENCE ANCHOR DGE D15 •••••• DULE FOR MAX. •••i•• .ING O CEILINGANSIDE MOUNT SECTION SCAM 3" 0 1'-0" • • • S9' .... n c a3�rs�ks8 mods I u M co Z ]E V d �D d° cc W EG°- f; M °_ p Z ca° � m .l? o cN .0 F'L- w 2 Is �w c= 0 �r N m cl a' J E" V 00 U F- r 0 z -b r o O '�viGat.w o �za °O°' °° O 0� M G7 4- PraWtonel FLUcenm Noe 2046 09/1 ard" no. 05-563 sheet 4 of • • • • • • • • • • �} 1/2" CS C 3 SCH :'r, SP/ D. <: FOR WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE (II 12" O.C. TWO 1/4 "01 S S LAG SCREW PLYWOOD AND 0 24" O.C. MAX. W/ 1 -3/4" STUCCO FINISH PENETRATION IN CENTER OF 5/8" MAX. STUDS 2" x 6" P.T. WOOD PLATE (MA)L DESIGN LOAD* 72 PSF) K OWALL MOUNT SECTION - USING 2" x 60 P.T. WOOD PLATE SCALES 3° o V -0" 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. SEE TABLE 3/16"0 POP RIVET II Y II I OR 012 TEK SCREW Ih P 6" O.C. (TYP.) In Q o 0 4 & 5® aW w ASSEMBLY 3/16 "�D POP RIVET >NNECMN TYPE [B 6" O.C. (TYP.) 1I4" ; • RENCE ANCHOR MAX. •••••• _DNUGE FOR MAX. ..�••� �I •••••• DNAL LOCATIO EQ. EQ. •••••• INNKTTON TYPE RENCE ANCHOR DGE D15 •••••• DULE FOR MAX. •••i•• .ING O CEILINGANSIDE MOUNT SECTION SCAM 3" 0 1'-0" • • • S9' .... n c a3�rs�ks8 mods I u M co Z ]E V d �D d° cc W EG°- f; M °_ p Z ca° � m .l? o cN .0 F'L- w 2 Is �w c= 0 �r N m cl a' J E" V 00 U F- r 0 z -b r o O '�viGat.w o �za °O°' °° O 0� M G7 4- PraWtonel FLUcenm Noe 2046 09/1 ard" no. 05-563 sheet 4 of • • • • • • • • • • 0 a 0 E (x v N 0 0 0 N 0 c 0 U 0 a E w c a` OALT. CLOSURE DETAIL SCALE 3'- T -9- 1 EDU E)N 1 x 1/2" GALVANIZED SMS 3/16 "0 ALUM. POP RIVET S" O.C. 1" x.055" • 1" x 2" x.055". V " x .055" - 2" x 4" x .0�5" x 5" x .12t" AL. ANGLE 24" O.C. 4CHOR IN IEDULE) x 1/2" GALVANIZED SMS 3/16 "0 ALUM. POP RIVET 8" O.C. 1" x.055" • 1" x 2" x.055". K 3" x .055" - 2" x 4" x .0 §5" 2" x 5" x .125" AL. ANGLE OALT. CLOSURE DETAIL SCALE 3" = 1' -0" 1" x 2" x 1/8" ALUM. ANGLE o la 3 #10 TEK SCREWS OR 3- 3/16 "0 ALUM. ° 8 POP RIVETS (TYP.) 2" x 2" x 1/8" i #10 TEK SCREW OR 3/16 "0 ALUM. TUBE ALUM. POP RIVET 1& 24- O.C. 6063 -T6 ALLOY (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR O9 OR9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE: EITHER CONDITION MAY BE TYPICAL, FOR EITHER SIDE OP CORNER CLOSURE DETAIL SCALE, 3'- 1'-0' 2- x.125" M. ANGLE CONT. TRUSS HEAD 8, NUTS W/ (ASHERS @f STRUCTURE OR FEMALE AS ALT. CORNER CLOSURE DETAIL MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS CE CEP b 6 (FT - IN) TYPE B DETAIL F OR DETAIL ©W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL C DOUBLE ANGLE REQUIRED 3 -3/4" M AX. B.O. (FT - IN) TYPE D DETAIL E 9- 3/16" MAX. B.O. (FT - IN) 30.0 13- 1 12 -4 13 -1 12 -7 38.0 13 - 1 11 -0 13- 1 11 -2 40.0 12- 11 10 -8 12 -5 10- 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 1 -5/8 9 -0 9 -0 9 -3 61.5 11 - 7 8 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 66.8 10 -11 8 -3 6 -3 8 -5 67.5 10-9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 B- 5 6 -7 6 -7 6- 10 91.4 B- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 '- 1 4- 9 4- 9 5- 0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4- 1 4- 1 4 -3 150.0 4- 10 3- 10 3- 10 4 -0 160.0 4 -6 3 -7 3- 7 3 -9 170.0 4 -3 3 -4 1 3 -4 3 -6 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES'. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION I MINIMUM SHUTTER SEPARATION FROM GLASS (IN) a SS (SEE SCHEDULE ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) SHEET 5) O Z RECESSED SILL 5 - 0 2 -7/8 1 -1/2 7 - o ►~- 3105 -1-132 OR e - 0 2 -7/8 6063 -T6 ALUM. 11- 0 _ ALLOY 11/8" BELOW 13-1 3 -3/4 CONCRETE) 40.0 5 - 0 2 -7/8 1 -1/2 7- 0 2 -7/8 1 -5/8 T A B MINIMUM SHUTTER SEPARATION FROM GLASS (IN) L E 2 POSITIVE DESIGN LOAD tW) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) O Z 30.0 5 - 0 2 -7/8 1 -1/2 7 - o 2 -7/8 1 -5/8 e - 0 2 -7/8 1 -5/8 11- 0 3 2 -1/8 13-1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7- 0 2 -7/8 1 -5/8 B - 0 2 -7/8 1 -5/8 11- 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7- 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11-0 3 1 -3/4 11-8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 B - 0 2 -7/8 1 -7/8 9- 6 3 2 -1/4 10-4 3 2 -5/8 60.0 5 -0 2 -7/8 1 -1/2 7- 0 2 -7/8 1 -3/4 B - 0 2 -7/8 1 -7/8 11-0 3 -1/8 3 -1/8 12 -1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7- 0 2 -7/8 1 -3/4 El- 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11-6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7- 0 2 -7/8 1 -3/4 a- 0 2 -7/8 2 9- 0 3 2 -3/4 10 -3 3 3 1/4" MAX. a 1 -1/4" as a EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (18 8" O.C. a ANY SCHEDULED FASTENER IS ACCEPTABLE " OALTERNATE FLOOR MOUNT DETAIL R SCALE: 3' - T -0 • • •••••• •• • 0000•• 6609 0000 0.0 0 0• • 1M y_ .w 0i Day •Oaftd �3tY��sra 8"6 U z: �cl)m m f~I0 Nu E rn O ao E0 c � N 00 y V) Sc `o = d d 0 L W 0 Q } > co N m W Na L w m m 9 _ W "I. � ` U J �o E V o w I-- m CO O Z gin CD �3 n °0 a0 O o CO � Ey -1 I V.J. Knezevich Ptotessh+nal Engines . FL Lkeme Pb:�!'1ib10"33 • 0 09/1 2006 nm 05 -563 feet 5 of • • • •••• ••96 0• • 0000 M ka 0 a 0 E n v N 0 w 0 N .r 0 7 0 v rn a a 0 0 S C a` ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS '^ Ij W ANCHOR TYPE LOAD Iw) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 30 EDGE DI ST SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO B' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 73' -1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) TO 81-0 (SEE NOTE 1) SPANS UP O -0" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) ICljC2jC3lC4 CS CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C 4-1 C5 CONNECTION TYPE (SEE NOTE 3) I C I C 2 1 C 3 C4 C5 CONNECTION TYPE (SEE NOTE 3) Cl I C2 I C3 I C4 CS CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C.;CS CONNECTION TYPE (SEE NOTE 3) C1 CZ C31C4105 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 CONNECTION TYPE (SEE NOTE 3) C1 C21 C31 C41 CS MAX. (SEE NOTE 1) 45.0 12 12 12 112 7 12J12 CONNECTION TYPE 12 8 1 5 12112 112 7 4 10 S 1 5 5 1 3 12 12 112 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 12 12 12 57.0 12 12 12 9 6 12 12 12 6 4 111 9 J 10 6 3 8 3 4 3 12 112 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 3 1/4"0 ITW TAPCON w/ 73.0 12 12 12 7 4 10 5 5 5 3 9 1 4 3 4 12 8 3 3 4 12 12 12 12 9 5 11 1 6 1 6! 6 4 10 4 4 5 3 9 3 3 S 3 1 3 1 -1/4" MIN. EMBEDMENT 105.0 10 5 5 5 1 3 8 13 3 4 12 8 3 3- 4 a 3 4 11 6 6 6 13 9 1 3 3 1 5 3 9 3 3 5 3 9 3 3 5 3 (MIN. 3,100 P.S.L CONatErE) 170.0 8 3 4 8 3 4 8 3 4 8 3 4 9 3 3 5 3 9 3 3 5 1 3 9 1 3 3 5 3 9 3 1 3 1 5 3 45.0 12 12 12 12 9 12112 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12110 12 12 12 12 9 12 11 ill 9 6 57.0 12 12 12 10 T 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 1/4 "0 POWERS CALK -IN W/ 7 /B" EMBEDMENT 73.0 12 12 12 8 5 12 9 9 5' 4 12 6 6 5 3 12 5 4 4 3 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 S A 1/4-20 STAINLESS STEEL MACHINE SCREW (yM 3,Opp p.LL CONCRETE) 105.0 17 0.0 12 12 9 - 5± 1 8 ; -- 5 4 12 5 4 4 3 12 S 4 - 4 3 12 S 4 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7 i S 12 6 6 7 S 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 j 6 6 1 7 S 1121 6 1 6 7 5 12 6 6 7 5 12 6 6 7 5 45.0 12112 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 12112 12112 7 12 121121 9 5 12112 121 8 4 9 5 5 5 3 57.0 12 j 12 12 8 5 1O ' 10 10 5 3 9 7 8 5 3 6 3 KI 12 12 12110 6 12 ` 12 12 7 4 10 8 9. 6 3 7 4 1/4 "0 POWERS ZAMAC 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 6 3 1 12 12 12 7 4 9 5 5 5 3 8 3 3 4 7 4 Lu NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 105.0 8 4 4 4 6 3 6 11V 3 6 3 9 5 4 5 3 ? 4 7 4 7 4 (MN . 3,000 P_c L Cpry1311EM 170.0 6 3 6 3 6 3 6 3, 7 4 7 4 7 4 7 4 V ie 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 7 7 j L 12 12 12 12 i 12 12 12 12 12 8 12 12 12 12 7 12 8 8 1 8 5 it 57.0 12 12 12 12 8 12 12 12 9 6 12112 12 8 1 5 11 4 4 6 1 3 12 12 12 12 9 12 12 12 11 1 6 12 12 i 12 10 6 12 4 4 7 4 1/4'0 ELCO MALE/ FEMALE "PANELMATE" W/ 73.0 12112 12 10 6 12 8 8 1 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12112 7 12 8 8 8 5 12 6 i S 7 4 12 4 4 7 4 1 -1/4 MIN. EMBEDMENT S 1/4 -20 MACHINE 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 121 4 4 - 7 4 12 4 4 7 4 SCREW WITH NUT MIK3 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 45.0 12 12 12 12 11 12 i 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 101 9 6 57.0 12 12 12 12 8 121112 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12111 12 1-2'), 12 12 7 12 2 12 10 7 12 5 7 4 7/4" LCO TEXT P?�pN HEX - FLANGE TAPCON/ HEX HEAD TAAl 0 W/ 1 -3/4° EMBED 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11),10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 1 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 5 7 4 12 Y S 7 4 12 6 5 7 4 (MIN. 3,320 PS.L 1-70.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 S 7 4 12 6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 1 B 1 7 4 12 12 12 li 12 12 12,1202 12 9 12.12 12 12 8 12 10 10 9 6 °0 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 S - 12 - 4 4 1 6 3 12 12 t2 12 11 12 12 12 12 7 12!12 12 10 7 12 6 5 7 4 1/4• LCO CRET�j,�FLEX WEMBEDMENT 73.0 12 12 12 10 6 12 8 8 7 4 12 6 S 6 L 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 1 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 b 3 12 10 70 4 6 12 6 S 7 4 12 6 5 7 4 12 6 S 7 4 (MON.3,350 PS.L CONCRETE) 170.0 T2 4 4 6 3 12 4 4 6 3 12 4 4 8 3 1Z 4 4 6 3112 6 5 7 4 12 6 5 7 4 12 EI S 7 4 12 6 S 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS co W Z LOAD MIN. 314° EDGE DISTANCE tJ (w) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO a LSO O c?� F 0 P.S.F. 5' -8" 8' -0" 9' -0° 13' -1" 2 ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE t) lift W �v (SEE- CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C7 C2 C3 C4 C51 C1 I C2 1 C3 1 C4 CS C1 1 C2 I C3 C4 I CS Cl I C2 C3 I C41 CS 45.0 12 12 12 9 7 12112112 6 5 12 12 12 5 1 4 1121 9 9 1 3 13 57.0 12 12 12 7 5 12 112112 5 3 12 12 12 4 3 11215 4 3 73.0 12 12 72 S 4 12 9 9 3 3 72 6 6 3 12 S 4 3 O O 1/4 "0 WOOD LAG W/ 1 -3/4" PON. THREAD PENETRATION SHEAR 105.0 12 9 8 3 3 12 S 4 3 12 5 4 3 12 5 4 3 PARALLEL OR PERP. 170.0 12 5 4 1 3 1215 4 3 12 5 4 3 12 S 4 3- TO WOOD GRAN SEE PAGE 7 FOR ANCHOR NOTES • „N oZ . 11 zo ti r A u co W Z C7 as m ca Ez W a LSO O c?� F 0 cj O N C _ O m� c3� F F117 f' 2 CD N in c') ©uj N s N � W �v J Aei V o C) 2 V W F� h Z 'O I Wo O �3 O �v�iWG� U Qom. �'• < Q'3 orn Q• ��-i .�i CIA- 0 h � �oa g � � 0 O o Tn F-a Professional FL Ucense No.; 006 09/14/2005 NOTED drawing no. 05 -563 feet 6 of 7 • • • • • • • N ri P, 0 E . 4 N v ca °o N 0 0 UI [L .Q a C CL ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS tn U +` .•. i • • MIN. 3n EDGE DISTANCE . TE 1)_� • • (SEE NOTE SPANS UP TO . SPANS UP TO a NOTE 1) S . (SEE NOTE SPANS UP TO . SPANS UP TO , .q SPANS UP TO . . •• . . . . 7• ONNECTION TYPA • . • • -• vq •. 0 t, q 0 • CA rA F • co ;V1 m� o ©m,/�mmo r0 • m©, ©�©DD.� O0 n pJ m � mm ' • � ilk �©i ® = W • ••i• ms m� �m� � �I11t111111t111U4111 11Nllfilt6= _: 1/4'0 ITW =o © Mu © ©m©, ,., , ©©©�© © ©�o © , � , 11-11V MIN. : m/ m�.% 0©0© �© %�© m /%©�Pma .0 © © ©m © �mm© m©� ©m©©� m©©mnn'uu /r © VII IAMVIAGAFMENVI . %©FABINEUVA©i%%©'/ /.©SAFrA.©//. ®OOmmmm ©m ©DD ©, %mm ® ®Om ® ®mmmm ® © ®DO©m© mmm © ©v © ©�i ©i�.�rmmm © ©Om ©m ©� ©oioi ©i 1/4"0 POWERS CALK-IN , I m/ . B�E:Ni EOU2 rr NUN y a0©i©r�. i ri �iii ©ii ©roi �.�i© iA GO D��ODOmova ©© NAIL-IN W/ 1-vel MIN. EMBEDMENT mmmm©®mm©mmmmm© © © m©moiuoinin um IiNlg41i1lliln \ \ ?i \:i "ilP,ii[> ® ® ® ®m ©mmm ©mmm ©' ' ©m ®mm ©m © linm ©m "m . ' . m� ©0000�oi © ® ©© Iu © o © � FEMALE 1-V4 MIN. NT , oM©i� oi ©om©m�'imom�m�mmaumoo�m . i�o�i © oii� 11 1/4-20 MACHINE SCREW WITH NUT __ , oi l© lol®loll©ilwAD Apr A Sri ©io Imo ©o �. ©,' //.mmm© ©Om©© ©0©© ©m ©mm ®m HEAD TAPCON s s ©©©©'© ©' © "i ©' ©',�� ©m © ©�ri ©�� " ©'�Il' ©' EMBED ` s © " ©'© �I' % I ©'m "©'©my,Awau "©'© "u'u "i©'�'�' �, �mmmm ©mmii�00 • mm ©ice / /.mmmmOmm ®mmmmmOmE�l�'!m© �i— , �,�•:��•�►� �mmmoa000 © ©000mioy� ©immmm ©mmmmom000© o 7 .. man EMBEDMENT m ©'0©' m „©ig, mmj.mVAuri,'©' ip4,'m' umrsu w, © "I ©'m' ANCHOR RTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. 3. REFERENCE ANCHOR SCHEDULE FOR PROPEHOLLOW TYPE BASED ON TYPENOF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS 7. WS FASTEN TO NARROW FACE OF 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN HEAD ND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION © ANCHOR SPACING SHALL- NOT EXCEED 11-1/2” O.C. 12. FOR BUILD -OUT MOUNT SECTICIN@ ANCHOR SPACING SHALL NOT EXCEED 6" O.C. M_ ®t1111111 Ij z �_ - a- E' r c 7 o E0 lCD E z W w+ Ci o x � � [ = eP4O F tOIIW '00) 0 CA O m Cp m L W rn m J Z E V 0o O � S fx Lu tn U • z -° On o ��ww .40 0 t, q 0 • CA rA F • co ;V1 • o r0 M_ ®t1111111 Ij z �_ - a- E' r c 7 o E0 lCD E z W w+ Ci o x � � [ = eP4O F tOIIW '00) 0 CA O m Cp m L W rn m J Z E V 0o O � S fx Lu tn U • z -° On o ��ww .40 0 t, q 0 M CA rA F V j. Kneznvi Professional Engineer FL Ucense Pot Err"10983 I 09/14/2005 05 -563 Ieet 7 of • IT .40 q ••• • co ;V1 • o r0 • n pJ • • • • i ilk • = W • ••i• ms m� I 09/14/2005 05 -563 Ieet 7 of 0000•• 0000•• • • • 0000•• 0000• 0000• •6.00• ••0690 • • • ••666• PERFAIT #a Miami Shores Villag APPROVED BY DATE ZONING DEPT 0000 • • BLDG DEPT zw - -& SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS •••• •• • • •• • • 0000 • • 0000 • • • 0000•• • x • •;lam • � �, 0 - - 06 .. ......... 475- a .. 44- - C) td C-t 77, 6- L --- �vq . CD. 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BIN ,.A- 9t BVMM WALL FOR EQRESS iNmaws DEYAu AND CAPACITY SE£ SHEET 4 FOR COUPORE7TET SIZES SEE SHEET 3. - I * Alfwa As C01+Ftx098 mm TR 3MM RMM 13UNon OBOE 011fS ex 810tm 000E OD611uva wo OF u + - o ; OG 41 tO3 ^ 8+tie �aji i .F A h i aeix .a62 F ima q s.a� i- � RAII 6063-Ts r1ml T L625 -Li7- TQP RAI VE-151C EGRESS FRAME - -ORNER DETAIL l.36� F. `— woo sass A 1 am �--- -Y -4-wm �- sate -� j Boma RAIL VENT MIE RAIL MUM MAN Q 0063 T�3 a�O63� -T8 1i�63�13 ..1. "', r a62 ' zssa Zia 3/4 SUM K'EWM R �v Qi g 0 F- NNq R Q n wZ�' C4 31 o � � 3 '9 8 ►»a Ing Q7 N - W v H fox mmvm u cmam was ra mm FiORlO11 BMW m aY r PI1O8 C :e! o"A Ote btlltOrtl6 CODE OON uva OFFICE ovum e rf- IP24• vz M b a F" a 1131,110m, at lie 9 M® MI-DA MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE. METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa Locka FL 33054 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 20 GA. Galvanized Steel Storm Panel Shutter udder Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the S_ outh Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99-0804.01 Expires: 0 1/04/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. 1 of 3 Approved: 01/21/2000 rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Internet mail address: postmaster @buildingcodeonfine.com Homepage: http : / /www.buildingeodeonline.com Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: ACCEPTANCE No.: 99- 0804.01 JAN 2 12000 APPROVED EXPIRES January 4, 2003 SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 99- 0105.03, which was issued on February 5, 1999. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -097, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #2 dated December 23, 1999, sheets 1 through 4 of 4, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of -Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. �T A�22`l. Helmy A. akar, P. E. - Product Control Examiner Product Control Division 2of3 A Florida Storm Panels. Inc ACCEPTANCE No.: 99- 0804.01 APPROVED ; .IAN 2 12000 EXPIRES ; Janusia 4.2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has -been filed and the original submitted documents, 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 frame, city, state, and the following statement: "Miami -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 profession. 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 purposes. 6. The Notice of Acceptance 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 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 time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 d. Ac'o�-� Helmy A. akar, P.E. - Product Control Examiner Product Control Division CHECK REQUEST FORS( - LOAO Vendor - iuumoe: r Date I ke C'necim Payable To: mm e, (S � inafiarre -NaTmg Address: � �- - �.�► 1�3 jjP!W-se :Y1G:L C•uecs: yes No +N1 t OI,t L -S-13T - n � a , ire c:.e�s to: Amount of checfc Budget A==iNd. oat -OgOO General Ledge; Yo. Revenue No. MEWS) To be Purchased: Cosh- fo pa'Ll hoy,-c R e3san for PtncSasa: U PI ()CT f '� o MIAMI SHORES VILLAGE Check Request By Degarrnem Head APPRO VED BY: G--- - -- Ec. nce Dir.—or s - K.B ENTERPRISES Blake's Hanay Man t Painter Services Independent Contractor Date: e)2 —00 ' Kenneth Blake ( President) 860 ME 168th Street North 1Vrami Beach, FL. 33162 (305) 655 -2122 Customer. Name J Address City •' StatelrZ Zip 3/ Phone # 75 — agree to &,&e. work as stated below for the amount stated bel for the price ofJT �. The customer agrees to purchase all the materials that weAeedeO to ' h the job. Customer Signature wA,-L o— e- ;e— Additional Services will require at additional Aw Customer Signature /L.L. % '` y x t zn:n 4 � • II 'fit t I • i 1 • 11 • f SETTLEMENT AGREEMENT THIS AGREEMENT entered into this Ze tk day of September 2000, between Miami Shores Village, a Florida municipality (hereinafter referred to as the "Village") and Marie Jean- Baptiste as sole owner of the property located at 269 N.E. 103rd Street, Miami Shores, Florida (hereinafter referred to as the "Owner "): WHEREAS, the Owner represents to the Village that she is the sole owner of the property located at 269 N.E. 103rd Street, Miami Shores, Florida (hereinafter referred to as the "Property"), and has full and lawful authority to enter into this Agreement with respect thereto; WHEREAS, the Owner applied for and obtained a permit for the painting of the Property based on certain representations as to which colors would be applied where, and proceeded to have the Property painted in accordance with her understanding of what had been approved; WHEREAS, the Village disagrees that the painting work actually performed on the Property was that for which the permit had been issued; and WHEREAS, both parties desire to amicably resolve this dispute to their mutual satisfaction without the necessity of any legal proceedings; NOW THEREFORE, in consideration of the mutual covenants and conditions contained herein, the sum of ten dollars ($10.00) in hand paid, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: 1. Within twenty (20) days from the date of this Agreement the Owner shall repaint the exterior of the Property in accordance with the following standards: (a) All exterior walls are to be painted with Blossom Heart No. PPOC -31 of Behr Premium Plus Paint Company. (b) All trim (including exterior decorative brick work, soffit and facia boards around the roof and raised masonry trim around the windows) is to be painted white. 2. In connection with the Owner's repainting of the Property as set forth above, the Village will purchase and provide the necessary paint and, upon satisfactory completion of the work, will pay the Owner the amount of $550.00. 3. This Settlement Agreement represents a compromise of disputed claims and each party hereby recognizes and acknowledges that the other has acted in good faith in connection with such dispute. Nothing contained herein shall be deemed or is intended to constitute an admission of wrongdoing by either party and each parry, by executing this Agreement, hereby waives and releases any and all claims, demands or causes of action whatsoever arising out of or relating to the other parties' acts or conduct concerning the issuance of the original paint permit, the prior painting of the exterior of the Property and the requirement that the Property now be repainted, excluding from such waiver and release only the terms and conditions contained in this Agreement and the obligations of the Owner to comply with any and all applicable provisions of the Miami Shores Village Code and governing law generally. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date first above written. AASettlement Agreement.wpd 11pa MIAMI SHORES VILLAGE By: TOM BENTON Village Manager MARIE LEAN- BAPTISTE MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plane 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 Date 19 No. Street Registered Architect and/or Engineer Name and address of licensed contractor �. � 0'0 A�2 ;65e7 7-A. r Location and legal description of lot to be built on: 'r 4� 09t 2 ® o'er 1101-;,727s at k P Block // r Subdivision �,1 ,3 S" // Al -16 %3 Street and Number where work is to be done ' 6 V ^1 ✓ - State work to be done and purpose of building (by floors). state exterior colors (submit samples) 0& A Qv 17 ! !� eo Pw E )Pe!l zr ® f f %� ors ;F�Lper"j� LIB r ry � '�04? G U oI, ft i' /V G Q� %� and for no other purpose. New Building Remodeling Addition Repairs Na of Staries 1b be constructed of Kind of foundation Roof Covering Estimated lbtal cost of improvements $ Cam' Soo Amount of Permit $ ® 7 Zone cubage required Cubage Distance to next nearest building Size of Building Maximmm 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 cartify that he understands and accepts his obligawns as an employer of Labor unbar the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Fla ida, Permanent Supplement, and has co 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 i 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 only such sub tractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed► STATE OF FLORIDA U Ui COUNTY OF DADE. } S. 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 f application, and that he did sign the same, and that all facts therein by him stated are true. Permit Na �UV Date Read, Sworn to and Subscribed before me. Disapproved _ Date Notary Public, State of Florida (Signed) 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 Mice for inspection or faulty materials and/or workmanship. PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY // (OWNER TO RETAIN COPY) Date9_ql Job Address J©3 S-.74, Tax Folio Legal Descriptio evpjj , 9 h-'a Master Permit # Owner / Lessee / Tenant Owner's Address 0 3 S Phone Contracting Co yl�c,� �.y� ��L-t rn g Address oZ 1 i p 1/, (,), a --?- C Qualifier L }�. ► ✓1 e w� Q.- V1 w SS# - -� Phone 3 State# Competency# �Z 7 Ins. Co/"P�ti -4—S Architect /Engineer Bonding Company Mortgagor: Address Address Addi @g§ Permit Type (circle one): BUILDING ELECTRICAL PLUMBIN MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION /Dy�a' CL V Square Ft. _ Q O Estimated Cost �pp, 010 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 the work stated. O 0 Signature of Uwner and /or ondo President Date: ;'10 t ,a to Owner and /or Con o President kAd mmission Expires: c 40 46 Signature of Con ractor or Owner- Builder Date: A 9-19—Fl Notary as to Contractor or Owner - Builder My Commission Expires: * ?ERMIT FEE: APPROVED: Zoning 00 •® echanical FL,p I a Fire Other ROTARY PUBLIC STATE OF FLORIOA MY COgP9ISS1014 EXP .](8V 3t, : ®o,4 BONDED To- _ 145. 1 Building q }Elle%�c'trical Plumbing- / `rfg/ineering • STATE OF FLORIDA Or DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES WE APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Date of Application Authority. Chapter 381, FS Chapter 10D -6, FAC Permit Application Number PART I - APPLICATION Name of Owner MARIE BAFITSTE Telephone Number (305) 756 -5954 Mailing Address of Owner 269 N.E. 103RD STREET, MIAMI S %iOPM, FL RIXD14 N FUUMBIM3 Owner's Agent Builder Agent's Mailing Address Property Street Address Lot No. Block No. 2190 N.W. 22ND COURT Telephone No, 269 M N.E. 103RD STREET, MIAMI SI•i()RES, FL Subdivision (305) 635 -4516 Date Subdivided NOTE: IF NOT IN A SUBDIVISION ATTACH A METES AND BOUNDS DESCRIPTION This Application is for New System Repair !'ES Existing System Type of Sewage Flow Sewage Flow Establishment (Gallons per day) Based On 300 S ARE FE.,`T RELA TOTAL FLOW = Type of No. Bedrooms Heated or Cooled Area Residential (each dwelling unit) (each dwelling unit) 'iNGLE rk',,LY RESIDENCE THREE BEDR(XiIS Exact Directions to Property ft2 ft2 No. Dwelling Units AUDIT ggNTRqL1 . r~ �4041g Applicant's Signature f 4 /7--Jj HRS-H Form 4016, Feb 86 (Obsoletes previous editions which may not be used) (Stock Number. 6744-001- 4016 -1) Sewage Flow (Gallons per day) Page 1 of 3 NOTICE OF COMMENCEfVi&r " A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OR FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: TAX FOLIO NO. 0OR4 8124r 1 200Q OCT 06 11:02 THE UNDERSIGNED hereby gives notice that Improvements wig be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the fotiowing information is provided In this Notice of Commencement. 1. Legal description of property and street. address: 2. Description of improvement: 3.Owner(s) name and address: Interest in Property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. SumV- (Payment bond required by Name and address: Amount of bond S contractor, It any) 0. tenders name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida statutes, Name 8nd address: S. In addition to.f b%W Owner designates the following person(s) to receive a copy of the Lienors Notice as provided In Secton.713.13(1)(b), Florida Statutes. Name and address: / �( 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless e dMerent date is specified) t Wl Y"' e �P.�.w e' Signature of Owner K �'Stf' ®ILIIE A. els®TO» Print Owners Name Prepared by Swam to and subscribed before me this day of • Address: 16280 NW 27th Ave CAMOSA.19Et Opa Locks, F1.33054 pory�,- soasonROasv► Notary Public W-- tame= I Print Notary's Name /2 My Commission Expires p ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE BE PRESENT ON SUBSEQUENT APPLICATIO PLUMBING ELECTRICAL MECHANICAL NS.) ITEM BATH TL6 UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER OIMAL DRINKING FOUNTAIN RECEPTACLES, SERVICE TE SERVICE SIZE I f A/C (WIND) A/C (CENTRAL) DUCT WORK FLOOR GRAIN SERVICE REPAIRAETER CHIGE REFRIGERATION GREASE TRAP INTERCEPTOR LAVATORY LAUNDRY TRAY CLOTHES WASHER APPLIANCE OUTLETS RANGE TOP OVEN WATER HEATER MOTORS 0- 1 If PROCESS AND PRESS PIPING UNDERGROUND TANKS ABOVE (MOUND TANKS U.F. PRESSURE VESSELS I STEAM BOILERS SHOWER SINK, POT /3 COW. SINK, RESIDENCE SINK, SLOP TEWORARY WATER CLOSET URINAL WATER CLOSET INDIRECT WASTES WATER SUPPLY TO: A/C UNIT MOTORS OVER 1- 3 FP MOTCRS OVER 3- 5 HP MOTORS OVER 5- 8 HP MOTORS OVER 8- 10 HP MOTORS OVER 10- 25 HP MOTORS OVER 25-100 HP MOTORS OVER 100 FP A/C WINDOW AIR CONDITIONERS STRIP HEATER I HOT WATER BOILERS I MECHANICAL VENTILATION TRANSPORTING ASSEM3LIES ELEVATORS/ESCALATORS FIRE SPRINKLER SYSTEMS COOLING TOWERS I VIOLATION REINSPECTION FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFMMERS HEATER - REPLACE GENERATORS TRANSFCRMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIWING POOL OUTLETS COkKRCIAL WATER SERVICE SIGN TUBES 'EWER CONNECTIONS SIGN TRANSFORMERS JTILITY -SEWER SIGN TIME CLOCK TTILITY -WATER FIXTURES :EPTIC TANK ANTENNA ELAY TELEVISION OUTLETS RAINFIELD, f TILE/RES. VIOLATION W & ABANDON SEPTIC TANK REINSPECTION OAKAGE PIT CU. FT. ATOti BASIN ISCWGE WELL OMESTIC WELL REA DRAIN OOF INLET 7LAR WATER HEATER IRE STANDPIPE 30L PIPING AWN SPRINKLER SYSTEM LS RANGE :TER SET (GAS) LS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION N APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. ,BTAINEI:1-M OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL M N TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE IT LIGHT OUTLETS J CENTRAL. HEATING XIAM RECEPTACLES A/C (WINO) POSA• SERVICE TEMPORARY A/C ( CENTRAI„) NKING FOUNTAIN SERVICE SIZE IN AMPS DUCT per( OR DRAIN SERVICE REPAIRAIETER CHANGE REFRIGERATION :ASE TRAP APPLIANCE CURETS PROCESS AND PRESS PIPING 'ERCEPTOR RANGE TOP UNDERGRMW TANKS 'ATORY OVEN ABOVE GX= TANKS MAY TRAY WATER HEATER U.F. PRESSURE VESSELS ITHES HASHER MOTORS 0- 1 HP STEAM BOILERS XER MOTORS OVER 1- 3 HP HOT WATER BOILERS lK. POT/3 CORP. MOTORS OVER 5- 5 HP NECHANICAL VENTILATION X. RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES i SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS PORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS Nx MOTORS OVER 25-100 HP COOLING TOWERS .ER CLOSET MOTORS OVER 100 HP VIOLATION IIRECT WASTES A/C WINDOW REINSPECTION 'ER SUPPLY TO: AIR CONDITIONED ,/C UNIT STRIP HEATER IRE SPRINKLER GENERATORS TRANSFORMERS .EATER -NEW INST. GENERATORS TRANSFORMERS 'EATER- REPLACE GENERATORS TRANSFORMERS AWN SPRINKLER -WELL SPECIAL PURPOSE WIMMING POOL OUTLETS C014,8CIAL ATER SERVICE SIGN TUBES ER CONNECTIONS SIGN TRANSF0ERS LITY -SEWER SIGN TIME CLOCK ITVHATER FIXTLRES TIC TANK ANTENNA 4Y TELEVISION OUTLETS INFIELD. 4' TILE/RES. VIOLATION ' 3 ABANDON SEPTIC TANK REINSPECTION (AGE PIT CU. FT. :H BASIN NARGE 11ELl. .STIC HELL k DRAIN INLET 4R HATER HEATER : STANDPIPE . PIPING i SPRINKLER SYSTEM RANGE A SET GAS) PIPING F. k 4 Dw — Fro% 0 X- 02. f-s' I.A 00*10 ,0-7 u.*4lc4. IjMe Ott M/ 6/Z eQ 'Ov/ OC tv A '000 ro- Zo '065A el 0: g- 15, , r d4- Ile 'er'"AAl 4/.;- A ela SCALE: DAM.. PRIOR TO INSTALLATION OF ROUGH ELECTRIC WIRING A/C CHECK NAMEPLATE DATA OF CQWPLAIENT, HOT WATER HEATERS All� L,THER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND 0-,ERCURRENT PROTECTION- Al)E-QU,e%TE SERVICE CAPACITY IMUST hE TO pROVIDED. SUf ELECTRICAL INSPECTION. SUBJECT TO C00LIANCEWTM ALI FEDERAL, STATE AND CoUgy RULES fillll,s al"ZIGMATIONS. .1 SHORES VILLAGE ASSM M r P�S Pu'NSI[!ILMES FOR ACCURACY OF OR RESULTS o' PIjtJS. COMIPOAMCE M9,11 .Hl T C SO' T1 I FLORIDA G COPK AS ADOPTED BY MPAN VII,LAGE IS QXJflREI). THE AAtE4,ififG!, BUILDER X SUB CONTMOTORS ARE CRARGIU WITH THE KNOWLEDGE OF ALL 4UILDING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. Gk t(L 0iox v Dw 0-7� d add' Air �o3 5t- lorA or k � E2 5� 3 P -4 Fiv;,.m 'io lNs'rALLATl!l--N OF ROUGH LLLUTRIC VVIkING Cf-'ECK NAMEPLATE DATA OF A/C EQUIPMENT, HOT WATER HEATERS A N 3 t ' ',T ER EQUIPMENT TO OBTAIN kRECT WIRE SIZES AND O-ERGURRENT PROTECTION. ADEQUATE SERVICE CAPACITY MUST 09 PROVIDED. C"D cf"r TO I f!^-r0lf%Al lNiPECTjON. la I 0 3 C` !:-FVRFS VILLAG F,k 1dltt�,� ES Y. FORACCURAC Nii ViEK IUN& pj,4F FLIPiDA BMi,f By CODt AS ADOPTED Ok`-3 Yff-lArE j, 1f AqCH CT, ITE BUILDER & SUB ,1*,,,,,i(A*rll,,-1-�!' mE 4 KNO EDGE OF L BUILDING f INDICATED fIEREI rf Curtis Craig Building Official Miami Shores VillgeFax:305- 756 -8972 Curtis, The city manager on Tuesday 10 -8 -2003 requested a special inspection be done on property located at 269 N.E. 103 St. Miami, Shores. The owners name is Dunham. Upon investigation I found that a permit by Orani Construction was obtained to remodel the bathroom and kitchen. We were unable to find any inspections called in for these items. The job looks to be abandoned.. This permit will expire sometime in December 2003. There were not any permit or plans on the job site. Also someone has increased the electric service to this house without the benefit of permits or inspections. I do not know how FPL reconnected the service without an electric inspection. New windows and entry doors have been installed in the rear of the house and one entrance door in the front of the house. Hurricane panels were installed with out a permit. The home owners should be contacted to be told that the grass and shrubs must be maintained at this property. If you need any further information please call me on my cell phone at 954593 -2247. George Desharnais T- d T Z6s -ELi' (*196) s i euieysea 92uoa0 ess : O T 60 TT 400 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED Oi THE JOB SITE AT TIME OF FIRST INSPECTION' !- PERMIT NO. 6p 3" 9tOZ TAX FOLIO NO. I I — 2I bU -O v;5 -0 4317 STATE OF FLORIDA: COUNTY OF MIAMI -DADS: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Legal description of property and streettaddress: CFN 2003RO4.4.7515 OR Lk 21391 Ps 21091 (iae) RECORDED 07/02/2003 13:04:33 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE 2. Description of Improvement: w-V ZT XC t 4-e4 eL1 A-N '7'-AUO t 4-' &o e0itS 3.Owner(s) name and address: M I f i tiQS �1.. 33 l31Z Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: __ Own( I Mx- 140 40 N. W • L0I`K CT . I -- __. ovrs .. 5. Surety: (Payment bond required by owner from contractor, If an STATE Y CERTIFY th COUNT r e opy o Name and address' A f RE9Y CERTIFY that this is a tr a copy of the onainal filed in this office on pay of Amount of bond $ 6. Lender's name and address: AD 2U WITNESS rnykao4nd Official Seal. sY L 2 a `.leA D.C. . COUr 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(i)(a)7., Florida Statutes, �/� Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. _ , Name and A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name C6M- T L-" DUuha nv�, Swom to and subscribed before me this day of LOY 20 �. Notary Public IL: Print Notary's Name_ My commission expires: 12:,01 -52 PAGE 4 WM Jun 02, 2007 Atlantic Bomft ov., I". Prepared by 6 6jo Addnips:I M tr�® ADE SU:IiL�DLL%c CODE t0.%1 PLIAICE OFFICE (BCCO) PROM& CO.N'T"ROL DIVISIO:t - MIAMI -DADE COLNTY. FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAIL AMt. FLORIDA 3130 -1563 • (30S) 375 -2901 FAX (30S) 375.2908 •c�y,c ��'indo»'s S Doors Corp - . 7196 ANti' 77 Tcrrace hicdlcy, FL 33166 y COPS This NOA is being issued under the applicable rules and regulations governing uct Control construction andma aerials The documentation submined has been reviewed by Nliam: -Dadc County b the Board of Rules and Appeals (BORA) to be used in i`iiami Dade Count' and other areas where allowed by.. y tote Authority F-laving Jurisdiction (A,I-IJ). This NOA shall not be valid after the expiration date stated hero than NliarniaDadeaCounty) reserve the rightrtc Division (In Miami Dade County) and/or the AEJ (tn a. c..s other have this product or material tested for quality assurance purpasc f if uch testing P oca d thcieAHJ f rail �torpc1Gf�trrn �, the accepted m-anner, the manufacturcr will incur the expose o revoke, modify, or suspend the use of such product or matcrial within heir Product WCon�ol n. BOR� 'tserves the r So this to revoke this �cceptsnce, if it is determined by .z iar:ti -Dad.. County material fails to meet the requirements of t.e applicable b::ilCi. ^.g cod- This product is appro%'ed as described hercin, and has been designed to conply with the High Velocity Hu „icanc Zone of the Florida Building Code. RIPTION:,Aluminum Singe u ON111luu., Window”. • sh�cu 1 thra:�h 3 of • i.,: Alum SinRlc 1•Iun- Windo 'APPROVAL ]DOCUMENT: Drawing 1�� 4- a• - 3, prepared by Al Farooq Corporation, da:cd 10/17i95 �:in rcvis:on C dated 07/1 I;03, signed and sca;cd c p Renewal slam «•ith the \'oticc of �1 na •oun Farooq, P.E. bean^" the tiiiar : -Dade Co'un:y Product Control Reny P } - ;. -D -'c Co:.--',Y Product Control Division. Acccpt =::cc number a :d cx;.:ra:ion d ::c ir. t:•- ;. \IISSILE I�IP:LCT RATING: eons -• lr ��;ta the rnanufactwcr's name or lo3o. ei:y, state and I,• kBELING_ Each unit s---Il bear a per:-.znc. -. =c1 follo%%ring statement: ".Mia.:.i -Dade County P:od::ct Con::ol Approi'cd ", unless othcnvisc rotcd hercin• RENEWAL of this NNOA shall be considered atf:cr a rcac%%al application has fct'cn filed product. d there has bccn no change in the applicable bc:adi,.g code ne;att\ c.} -1 fe :,.� t�.e p TERMINATION eC this \,'O--%' will occur a:tcr t ^c cxp:ra;:on date or if thc.c has been a revision or cha ^ge to the natcrials, use. a:.d'or r..aaufact::re of the prod::ct or process. Misuse of this �0 :� as an endo Fa lt`•c o o:}•ply product. for sales, 2.4vcnising or any a ;her rust oses shall auto. :.a :ieally u.�.� *OA this O: with any �' 'on and removal of BOA. and follo«ed ` section of t,.ts . O :� shall be cau<< for te.;.:ira :: a• %'-'0- d Mian.i -Dade County. Florida. ADVERTISEMENT: Trc NOA rurr:bcr preceded by the s sh- thc expiration dztc r.ay be displayed in - -evert :sing li:craturc. If any portion or the `U:1 is is displayed, then it be done in its crttirety. +' I�srECZ'IO�- :1 copy of this entire �0 :� shall be provided to the user by the manufacturer or its distributors and shall be ai-ailable for inspection at the job. sit t r+e c Building Official. C s well as approval document mentioned abu\ This NOA rcnc %vs NOA,, 99 -O6O I.0? and. co:. The submitted documentation was rcvic%-6.cd by. , Yo 02 -080 . Agmk iration D�tc• September 26.200 v ' - itc- September 12, 2002 't1-� ,a ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB BIDET 01 %m SHE DISPOSAL FOUNTAI GREASE TRAP INTERCEPTOR LAVATORY LAUNDRY TRAY CLOTHES WASHER SHOWER SINK, POT /3 COMP. SINK, RESIDENCE SINK, SLOP TEMPORARY WATER CLOSET UR I NAL WATER CLOSET INDIRECT WASTES WATER SUPPLY TO: A/C UNIT FIRE SPRINKLER HEATER -NEW INST. HEATER - REPLACE LAWN SPRINKLER -WELL SWIMMING POOL WATER SERVICE EWER CONNECTIONS IT I L I TY-SEWER TILITY -WATER EPTIC TANK ELAY RAINFIELD, 4' TILE/RES. UMP 8 ABANDON SEPTIC TANK OAKAGE PIT CU. FT. MTCH BASIN ISCHARGE WELL MST IC WELL 1EA DRAIN ]OF INLET ).AR WATER HEATER RE STANDPIPE 'OL PIPING ,WN SPRINKLER SYSTEM S RAKE TER SET (GAS) S PIPING UNITI FEE I ITEM SWITCH OUTLETS LIGHT OUTLETS RECEPTACLES SERVICE TEMPORARY SERVICE SIZE IN AMPS SERVICE REPAIR/METER APPLIANCE OUTLETS RANGE TOP OVEN WATER HEATER MOTORS 0- 1 HP MOTORS OVER 1- 3 HP MOTORS OVER 3- 5 HP MOTORS OVER 5- 8 HP MOTORS OVER 8- 10 HP MOTORS OVER 10- 25 HP MOTORS OVER 25-100 HP MOTORS OVER 100 HP A/C WINDOW AIR CONDITIONERS STRIP HEATER GENERATORS TRANSFORMER; GENERATORS TRANSFORMER; GENERATORS TRANSFORMER; SPECIAL PURPOSE OUTLETS COINERCIAL SIGN TUBES S I GN TRANSFORMERS SIGN TIME CLOCK F IMRES ANTENNA TELEVISION OUTLETS VIOLATION REINSPECTION i �� 1. GIs• .-M d 3• r• 1: , IMF- . VIOLATION IWAM 1rAM mm mm mm mm mm mm �� UR ' Ivis I' _ --- -•-- 2' ABOVE ItooF Conclt.l�l or stct:, �_ � - • DRIP LOOP ' Condurt 1_0 DC 3 01 ConoltA -b ,, -�•n�• .: G rouncJ wira at: e 2 Ceti 3 Coed r DU 7,0(Z HAIII. DCS UAIECT w ...... _.....�......._ ... RtLbnp „•c�•' Amps Sd A sa Sub Broca1tar-s • �,ru SUB FEEDER Now—, Exltltnp�, MAIN C13 SUB CD Typst � , PANEL PANEL Bone! 4xa: —. ., ay iatnuci E TER ENS CDE -PANEL , Rating (p (e�ll2� �I ®($ ��- 'ot�,dv� ,LoCu-t�on...l��= �•�--- -�'��% • PER S.F.u.C, nsni,zp) 'r f'• 'r' - C 0 NT R /& IS1 8..1.1.1 =5 I^Ii• lrf� t't.ditP S I GHATIME OFy w►A • TEMI little, J tt• N07ARY ,�- FIVITS11ED GRATIE D'O' )IIN 71FJ'711 Allis 1 A 1 (�'� l.�� I Rtt,� Qtttt� .� Y C W CO MIAMI SHORES VIII -AGE 'k S BUILDING DEPARTMENT 1 I lJ �4 305 -795 72204 Builcl'nig InslectrO� quest Date— Time 'n Ins Type P Permit No I' Name i Address t Company Phone # &Date For Inspector: Approved ❑ orrectio Re- Insp'n Fee ❑ –0 X657 -e r 13 C MIAMI S-IORES GE DI�G DEP � 'TMENT' BUIL 1 5- 005-2204 b Phone # �pprov o arr Re-Insp' Fee 65 1 tUNTRACTmb SOUTH FLORIDA REMODELING CORP, 16880 N.W. . AVENUE MIAMI, FL 33056 CGCA23835 9.02 EXP +11 -14 -04 9-28-00 Jm INSTALL— MFG. =YALE OGRON SERIES 580 SINGLE HUNG WINDOWS 0~ MARIE JEAN BAPTISTE 269 N.E. 103 STREET s MIAMI SHORES, FL 33138 1 OF 1 ONE STORY RESIDENCE 269 N.E. 103 STREET MIAMI SHORES, PL PROIN MARK NUMBER UNITS DESIGN LOAD PSF STORM PANEL PRESSURE PEORMA STUR `INTERIOR EXTERIOR ZPNE INTERIOR EXTERIOR 4 6 37 "X50 5/8 1"= ' 13SQ.FT. 37 1IX50 5/8 "= 13SQ.FT. —70 —70 60,7 60.7 5 4 —45 —58.7 423 423 1 1370'X38 3 /8 "= 10SQ,FT —82 60.7 —47.7 45.1 AN 1 53 1/8 "X50 5 /6 "= 19SQ�FT —75.1 60 4 --45 42 1 2b 1/2 "X50 5 /8 "= 10SQ.FT -105.5 60.7 5 -61.4 45.1 1 53 1/8 "X38 3/8 "= ' 14SQ.FT —72.8 60 .4 —55.9 413 ,.. _ SEP -28 -2000 THU 10:38AM ID:UNITED WINDOW PAGE:1 i Ago y� ,voi': &AW (610. Cr44•.t' gLJ I Cow Or- 19eltvir -P Y&,.* 1,4901 6q8 tl rtu A,"4 J1 h&1W -/v y. 2r." Type Perm'. Name MIAMI SHORES V11 LAGE BUILDING DEPARTMENT 305 - 795 -2204 t Building Inspection Request Address Q ��. t 3 Company X��n Phone # Z. For Inspector: Name & r1ate Approve n Correction ❑ Re- Insp'n Fee ❑ 1 SOUTH FLURIBA REMODELING CORP. 16280 N.W. 27 AVENUE MIAMI, FL 33056 CGCA23935 DRAWN BY. 10IMEPTINCE Nil. nAT j 3. HAMMEL_ 9- 0804.01 EXPi 1=-4 -03 9-28 --00 4g. INSTALL, MFG.= FLORIDA STORM PANEL 20 GA S fEEL STORM PANELS OWNEM MARIE JEAN BAPTISTE 269 N.E. 103 STRtET stmt MIAMI SHORES, FL 33138 1 OF 1 PINT r--*=-- " MARK NUMBER UNITS FLORIDA STORM PANELS ?INC OGA.GALV.STE£L ST©RM PANEL DESIGN LOAD PSF STORM PANEL PRESSURE INTERIOR EXTERIOR ZONE INTERIOR 52'X59 1/2'= 21.5 SOFT EXTERIOR ® 1 89 1 /8'X59'- 36.7SUFT —120 70 5 --61.5 45.1 t! 2 89 1/2'X59' =36.7 SOFT —120 70 D . —47.9 45.1 A 1 • • T —1'i0 70 —47.9 45.1 39 1/2' X58' =15.9 SOFT ® ' ® 2 52'X59 1/2'= 21.5 SOFT 45.1 --140 1= 5 —61.5 27X42 1/2 8 SIFT —190 1 139 1/2'X59'= 16.2 SOFT - - - t! Ww Mlu pw —160 70 4 —47.9 45.1 --140 70 5 —61.5 45.1 —190 70 5 --61.5 45.1 —140 1 70 1 4 —47.9 45.1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 0 305- 795 -2204 Building Inspection Request Type Insp'n CA f I Permit No. Name Wn o rn . Address oc N e, l u-�� 54- Company G `C.�t�`�C A- Phone # Inspection Date Approved Correction ❑ Re- Insp'n Fee ❑ Type ] Permit Name Address a q f h Company !� Phone # b For Inspector Z l D3 Name & D e Approve, MIAMI SHORES VILLAGE BUILDING DEPARTMENT p` 305- 795 -2204 Building Inspection RerniPet Correction ❑ Re- Insp'n Fee ❑ 01 t Mt hftAMI -BADE COUNTY, FLORIDA A - - -- - MEMO -LADE FLAGLER BUILDING - — - aUn trtrto scoot COMPLIANCE vMCE i MMo -BADE FLAGLER BUILDING 140 WEST FLAGLER STP -MT, SU1TF- 1603 MIAMI. FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (30) 375 -2901 FAX (305) 375.29% Yale.Ogron Manufact�w�g Co -, Inc. CdNT ) 37SR LICENSING SECTION (305) 373 -252 FAX (303) 315•2358 671 West 18 Street Hialeah FI. 33010 c4NMCTok tNpteCEMEN'r i,`ttiC'rtvN (30S) 3754966 FAX (305) 375.29M 3 .4. Pltoot;CT CONT1tOL 0tv1§t0t4 Your application for Product Approval of- (30&) 373 -2*a FAX (305) 3724930 ' Series 580 Altrtrtinum Single Nsing Window and cart Action Window under Chapter g of the Code of Miami --Dade County governing the use of Altaftte Materials and Types of Coostruction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) udder the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reslyrvts the right to secure this product or material at anytime from a jobsite or mannufactu rcr's plant for quality control testing. If this product or material faits to perform in the approved manatlart BCCO idly revoke, modify, or Suspend the use of such prods .t or matefal immediately. BCCO reserves the right to fevi6ke Phis approval, if it is determined BCCO that this product or material fails to meat the tequirenlefits of the South Florida Balding Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: - 0219.0 P�p�ires; f 1/1..�`1�002 Riul R riguez , Chitf Product Control Division TI1I8 IS TIE COVEPSHEET, SIDE ADDITIONAL PAGES I OR SPECIFIC AND GENERAL C.ONDITION$ BUtLVING CODE & PRO01UCT W&VIEW C+L7► VII1"li1l:E This application for Product Approval has been reviewed by the SCCO and appmv ed by the wilding Code and rimduct llet iew Colntnittee-to be used in Dade CourAy, Florida. under the conditions set forth above. ip Approved:0d /15/X999 I of 3 a r �scp . Qiutlt:uta, R.A._ Director Migmi -DaO County 1BUildilig Code Compliance Office ,y MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. Aame 'Fier WO Address J Company �L�lr Phone # For Inspector: 3 Name & Date Approved ❑ Correction Re- Insp'n Fee ❑ MLA OM SHORES I.AG$- BUILDING DEPMZ M NT 305 -795 -2204 Building Inspection Request Date I � ) ,, Time Type Insp'n Permit No _ Name p Address Company ( l_T � A . Phone # / For Inspector: v r U �' Name & Date -:.f: y Approved ❑ Correction Re- Insp'n°Fee ❑ V Yale Q2mn 1V_A'anafactu.ring, Co. ACCEP'T'ANCE No.; 9+'�-- ��19•QZ APPROVED APR 5 1999 EXPIRES : NoV ,,Nber 141x902 NOTICE OF ACCEPTANCE: SPECIFIGC0IITI9NS 1. SCOPE 20, 1998. It 1.1 This renews the Notice of Acceptance No. 97- 1014.02, which was issued On August approves an aluminum single hung and a dual action window as described ir► Sections 2 of this Notice of Acceptance, designed to comply with the South Florida )Building Code (SFBC), 1394 Edition for Miami -Dade County, for the locations where the pressure requkements, as detevdned 'by SFftC Chapter 23, do not exceed the Design Pressure R.aftg valutt indicated iv, the aWroved drawings. Z. PRODUCT DESCRIPTION 2.1 The Series MW Altitnenufn Single Hung Window and Dual Action "window and its components shall be constructed in sftrict compliance with the follttwinij documents: brewing No *97 39, titled "•Seri+t -58o Single Hung Window" Sheets i tlu"ft 4 of 4, dated 10110196, with revision "A,° signed and seated b ntayoun Farooq, P -P , the 1Vliam %l ade County ea a$te 5/19/99, �198, sign y Hu pfoduct eajj ral ttgpltl%%I p with the I-je ica of Aa+a+erptmms nutnier crud ytppToval datr hY the Miami -Dade County Prodtict C.01 01 Nvision. These doemats gholl heteittafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTAL1,A,TIOIV ..4.1 - Tht; ftl intt side hung (dust action) window and its components shall be ir►stglled in strict cb mplime with the approved drawings. 4.2 Hum et~ p ofttlon syAetn (shutters): the installation of this unit MA reatr�re a hurricane pfoteeii+trti S. systm. LADEUN ��arsufaaeu+<+* a + tt #• t3r, rtvtea and a th-& 5.1 each unit *rdl a�L a uiei�ul I4.1 rli €ollowltsg temeztt:11Mja ni -Bade County pivauct Control Approv . BDING PERMIT REQU 1 be aoc+�mpatiited b3' copies of the ferllowing: e6A Application for huildiifg pe 6AA This Notice Of Acceptance , as identified in Sectitift 2 of this Notice of 6.I.2 Duplicate copies o €the approved dtsiws cents selected fati the proposed iststaltation. Acceptance, +clearly ,�t'ktd to shown the cornp+n 6.1.3 Any other docnmenis required by the Buil ft Official or the South Florida Building Code (SFBC) in order to properly evaluate the install$60 t Of that sy ' t p.19. Product Conttui �cf er Prod t Division 2 of 3 I Aj - JV D C �9it12 ia3V MIAMI SHORES VILLAGE, FLA. 4 L �- JOB -�,� ®off ADDRESS INSPECTION Ti AJ TIME READY REMARKS; N° 5860 /I X° - INSPECTOR LAM ,y , J t I Aj - JV D C �9it12 ia3V MIAMI SHORES VILLAGE, FLA. 4 L �- JOB -�,� ®off ADDRESS INSPECTION Ti AJ TIME READY REMARKS; N° 5860 /I X° - INSPECTOR LAM ,y , Xale rott Manufacfurine= Co. ACCEPTANCE No.: ".9219.02 APPROVED E?fPIRES : APR W999 1999 : N9yember t4: J8t12 NOTICE OF ACCEPTANCE• STANDARD CO 1110-NS I. Reentwal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original sntbntittod documentation, including test supporting data, engineering documents, are no older than eight (S) years. 2• Any and all approved products shall be permanently labeled with the maftufacturees name, city, state, and the fnilttwint► Matt meant; "11�llattti -il teie t:rnmty Prrtcltict,t':nntrrel Atmernre i ", ens a,� , ,it3cttlly ttrei itt the3 ghtsc:ife; conditions of this Acceptance. 3.. Renewals of Acceptance will not be considered if. a) 'Beare teas not been i a change in the South Florida Building Coded affecting the evaluation of this product and the product is not in ' Pliancet, with the code changes; b) Tito product is rto longer the same product (identical) as the one originally aPprov4, t) Iftho Acceptance holder hats not complied with all the requirements Of this eccrpt$nce, including the correct ittstallattitm of the product; 4) The tftOnetr 00 originally Prepared, signed and sealed the a quire d documentation initially submitted is no 1669& ptncticift the engineering profession. ...* d. AO.ta A.1,r►n nip ahange in the matorinis, umu, and/or manufactuft of the product or ptocou thAl sPptq maticalty be tauset folt termingion of this Acceptance, unless prior written approftl has been requested (through the filing e >f a revisiron appliftion with appropriates fee) and granted by this office. S. Atey Ofthe followit$ shall also be grounds for removal of this Aee+eptance: a) thitati &-daty peribrmattce of this product or process. b) MlAM6 of this Acc tpbfte3 as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notift bfAceeptmee number preceded by the words Miami -Dade County, Florida, and followed by the 6xpiratidn date toy be displayed in advertising literature. #f any portion of the M6tk* of Acceptance is dispisyeetl, then it shall be done in its entirety. 7. A +Jpy Of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the Uftt by the Manufacturer or its distributors and shall be &MIabie for inspe:etion at the job site at All time. The engin6er decd not re's6al the copiers. 8. Failure to comply with any section of this Acceptance shall be cause for termination and reutoval of Acceptance.. 9s - This Notice of Acceptance consists of pagers 1, 2 and this last page 3. Manua erv; P. E.s P odemt C . ProducWonVol. Division END OF THIS ACCEPTANCE 3 of 3 i 2.01 (f /0 3 - THE PLANS FOR '7T4 e�- 2� - F- HAVE BEEN TAKEN TO BE PHOTOSTATICALLY J COPIED AT THE REQUEST OF THE OWNER OF i SAID PROPERTY & WILL BE RETURNED WITHIN 3 (THREE) DAYS. MIAMI COMPANY R Lizd/o �r�Qiic� RI TELEPHONE DATE THE PLANS-FOR ?69 A66- /t� IJAVE BEEN TAKEN TO BE PHOTOSTATICALLY COPIED AT THE REQUEST OF THE OWNER OF SAID PROPERTY & WILL BE RETURNED WITHIN 3 (THREE) DAYS. `2 • RIVR CUM ANY E - -� TELEPHONE DATE Ta THt � TLfRE AND wvixak i 14"Ow r --, - - =6g ? 1 flMME:IIEfiO : ITSS .. ..-. 4j �Q « y r .. ♦ ... .. •_ '�= - _ _.._ _ + 4 Y772E t FI%�•AAR.- 'i 6963�CJ ty _ - •t _ : GCAZEtt' WITH ROLL FORMiB ALUM GLAZING BEAD. YE =3StC L I VENT ?0R RAIL 6063 -TS USE ADHESIVE' BEDDING COMPOUND SCI#NEE MOREHFAO 5553 B Yt '166 t VENT BOTTOM +RAIL 6063 -73 - ~ _ '•mss MAX OR EOLW. COLOR TO MATCH GLASS & METAL FINISH 7 trE -9d0 2 VENT .lAN3 6063 -T3 G F SEATAW 8 ' AS REOL GLAZIMQ BEAD RML FORMED ALCRt a . ALL LOWER FRAM AND VENT CORNER§. ♦AND HEADS OF INSTALLATION 9 C a t SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT. 2/ VENT Bt= L TACKLE BALANCE C.} $ 5 SCHNEE MOREHEAD 5504 OR EQUIV. .PADS: 11 12 YN-511 AS REOL BULB VWL PVC CSINGIM �' o Q m YH-= AS ROIL BULB VINYL PVC (SINGIM BSS -AWL GLASS OR � - ANK GLASS ONE 1/4' X 3/4' ADHESIVE CLOSED CELL FOAM PAD AT 13 14 Y►t-5W AS RtECB, PILE- SCHLEGEL 487 X MO FIN SEAL tDOU&.E1 a' m � A u . SEE CHART EACH ENO OF FIXED MTG. RAIL YN-504 2 v17if LATCH NYtJAi OR CELCON G*+ �3 14A TH-213 t CAN LOCK R CENTER OF VENT ?ANAK I n 11 MICAL ANCHORS: 13 6 to X v 8 FRAME ASSEMBLY SCREVS RATED CRS. " A) INTO 2 BY WOOD BUCKS is 6 B X V4*1 2 FIXED RAIL SCREWS CAD PLATED CRS. 1-3/8• MIN. PENETRATION INTO WOOD q 6 9 X t• 4i VENT VENT Assmy SCREVS CAB PLATED CRS. 3 t�t00wr wwt�t 8) THRU 1 BY WOOD BUCKS INTO MASONRY 1 -1 /4 • MIN. EMBED INTO CONC. OR MASONRY O CAM - rDTCH A LOADED M LATCH AT R Salt al 17 � 3 � N� € Fsl . . WWO BNCKS NOT IT YALE OGRON MUST SUSTAIN Ova= LOADS DSI -" GLASS OR • MAX w 1r t0 Z + 1 8Y OR 2 BY 7/16•- ANN. WOOD BIICICI SEC GLASS CWWT t + 1 •t . r'� a 3/id• TAPCOM t 61 F1M CORNER 6 w OLC: MAu - 3/16' x 2-V4• t 61 FROM M Kates FNS PE i sew WAT1VE ANALYSIS CHART NO - .. i AS Cofityft IM THE ON ROM SOLD R6 CODE ,� 1 DA Ad..t t �-►- a - k Oman i+ COK corLwa '� am in 6-35 !r MD MI SHORES VILLAGE UILDING DEPARTME 305 - 795 -2204 Building Inspection Req st�6d Date !4-OTZ Time Type Insp'n �l Y&w Permit No. / 05 — 1-7 5� Name Vi'S T QcirJ Address Company nron i S Phone # L1) — C AO I For Inspector: pL �C Approved �❑� �/❑ Correction Re -Insp' n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/21/2003 Applicant: CHRISTIAN Owner: DUNHAM JOB ADDRESS: 269 Contractor Local Phone: (305)685 -0412 Parcel # 1121360130430 Building Permit Permit Number: BP2003 -1647 Page 1 of 1 DUNHAM CHRISTIAN �? �• NE 103 ST OCR OCT 2 2 PAID Contractor's Address: 14040 NW 6 CT Legal Description: MIAMI SHORES SEC 5 PB 10-47 LOT 20 & E1/2 LOT 19 BLK 119 LOT SIZE Fees: Description Amount FEE2003 -6279 Building Fee $200.00 Total Fees: $2 .gg0 FEE2003 -6280 CCF $0.60 8 ` FEE2003 -6281 Scanning Fee $3.00 Total Receipts: .06 FEE2003 -6283 Technology Fee $5.00 log U J Total Fees: $208.60 M Permit Status: APPROVED Permit Expiration: 4/14/2004 Construction Value: $600.00 Work: Installation replacement of 2 windows and 3 doors Signed: (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: .. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ .�i iii■.Kamm a .....ma. ■. ■. ■■..■ oe.■/.■. oov..■...■ ■■■■■■■........s■■ ■� ■aman ■■■■.■ ONSEEM::::::o:: Cep mum M: ■■■......■....■■...... inn ......■.....■.■......■r■■■■■ ■■ ■..■■.. w■■■■.■■■■....■■:. ■.■■ ■■■...■.■■......■man ■.minimal ■.■.■■■.....■.. c.. r..■.. ..■..■..■.■■■.........a■■ mum Man ■..■.■■ ae■■ a.■■■■ o.■■■ r■ ■■...■■■.■■■■■.■■a■■.o■C■■■...i .......■......■ e..■. Names .■......uC..■...■..�. f aC�a0i0i now OGie. Q0i. 7■ eI JAI■C�0■■..■.Ono ■.■.■■■c■w■ec■ mun aO.■■.■.l ■i...■ iii.....■ iii..■.... 0■ .......■....� ■ ■O.A.lr7 ■ ■. ■ ■ ■ ■.I MORE" a■ R. OR■..■C...■i1G....■..■■■.■..a.■I "a ■■ ■■■ ■■ Calculation Pnocedures'X B. C, D Caitml dm ProqMure A • Summer lnfVW&M n far on Entire House 1. A!r Chanpea Per Hour (.30-New Construction or .S4RePIas;mrtsM) �� ACMR 2. Volume of Conditioned Space.......... • Area X Ceilfnp Height 3.T • -rLFLX (g)Ft. I A0 Total IMiltratln • • %r� �GHR X Cu. FL X 0.0167 . FL CFM tloe Pnoeedure 0 • Summer Infiltration 1. Design Temperature Difference • Summer Design. Room Temperature .F 2 Total Inf"IMI n from Calculation Procedure A. CFA 3. Sensible Gain . 1.1 X 'F *C* C. F. M .. ..... D BUM pros +re C • Latent IMtitradw tier For The Entire House I. Gndne of Moisture Difference from Two 1 ............................ . 2. Total Inllltratln Mom Calculation Prooedure A W. 6. Total Latent Infiltration toed • OM X w X — %: — CFM 3 CRA Catorlstlon ProgdUre 0 . Equipment ftft 1on Latent Load for Appliances & People . no X ( 3 b Latent Infiltration Load from Calculation pie C ............ �— stub Latent! Feuirr ent awe.. a --. Stuh TABLE 1 Location t M , Loostloo o Dew aloft 44 91 43 M ✓Mlww 47 90 51 L bona Basch 35 35 88 90 $1 51 M L MINN Beach Os:ats 45 34 M 53 L Fort 48 91 55 L; Orlando 38 93 93 45 39 M M � le 44 42 92 90 53 Iq M L .St.ALVMI s Senlotd 35 a9 d0 M d 32 94 44 M Sarasota 38 42 93 92 39 47 M M 41 91 43 M 11 ON Falco 6eaah '45 91 55 M 17• 200 300 400 470 s0• 600 650 70• pwm am a�•....ti' TlkMPERATURE — OF WT M�' ' Bess s•1 go al-p � c ccl -D /, f v.1t1& 4.0 ,0 "t" to 4 ?or t let LAJ U, - 14 P.-( t � 5cp or eve wee O-Aen -47 e, Wd, r C-)d, Al A1,F —Al NAt DATE: taw ve , / 4 T4 mroe IIA // irl --IDtAJ rlp A-J 401rp-, VOMA10 """e, Og4tt Alf It/ IV, Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/8/2004 Applicant: CHRISTIAN Owner: DUNHAM JOB ADDRESS: 269 NE 103 Contractor BAY CONTRACTING CORP. Local Phone: 305 - 883 -0571 Building Permit Permit Number: BP2004 -819 K91XI , CHRISTIAN ST Contractor's Address: 689 WEST 26TH ST. Page 1 of 1 Parcel # 1121360130430 Legal Description: MIAMI SHORES SEC 5 PB 10-47 LOT 20 & E1/2 LOT 19 BLK 119 LOT SIZE Fees: Description Amount FEE2004 -6872 Building Fee $100.00 Total Fees: $413.10 FEE2004 -6873 CCF FEE2004 -6874 Training and Education Fee $0.40 Total Receipts�._3$0 00 FEE2004 -6875 Technology Fee $2.50 63 ( u FEE2004 -6876 Scanning Fee $9.00 FEE2004 -6877 Builders Bond $300.00 Total Fees: $413.10 Permit Status: APPROVED Permit Expiration: 12/11/2004 Construction Value: $1,987.00 Work: CONCRETE DRIVEWAY NTH FIBER MESH Signed: (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: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/8/2004 Applicant: CHRISTIAN Owner: DUNHAM JOB ADDRESS: 269 NE 103 Contractor BAY CONTRACTING CORP. Local Phone: 305 - 883 -0571 Building Permit Permit Number: BP2004 -819 CHRISTIAN ST Contractor's Address: 689 WEST 26TH ST. Page 1 of 1 Parcel # 1121360130430 Legal Description: MIAMI SHORES SEC 5 PB 10-47 LOT 20 & E1/2 LOT 19 BLK 119 LOT SIZE Fees: Description Amount FEE2004 -6872 FEE2004 Building Fee $100.00 Total Fees: ®% -6873 CCF $1.20 �$41 FEE2004 -6874 Training and Education Fee $0.40 Total Receip • X1.00 FEE2004 -6875 Technology Fee $2.50 FEE2004 -6876 Scanning Fee $9.00 FEE2004 -6877 Builders Bond $300.00 Total Fees: $413.10 /10 j Permit Status: APPROVED Permit Expiration: 12/11/2004 Construction Value: $1,987.00 Work: CONCRETE DRIVEWAY WITH FIBER MESH Signed: (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: ADDENDUM TO BUILDING PERMIT APPLICATION N APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. BTAINED,•THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) A&t-Uqut- ` ' ELECTRICAL MECHANICAL 'H TUB UNIT / FEE ITEM SWITgi OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE 'ET L1O Of METS CENTRAL HEATING MASHER RECEPTACLES A/C (WIND) MAI. SERVICE TEMPORARY A/C (CEKWQ NKING FOUNTAIN SERVICE SIZE IN AMPS MET WORK (R DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION :ASE TRAP APPLIANCE OUTLETS PROCESS ANO PRESS PIPING ERCEP'M RANGE TOP UNDERt�tM TANKS 'ATORY %n OVEN ABOVE GROUND TANKS MAY TRAY WATER HEATER U.F. PRESSURE VESSELS ITHES WASHER WTORS 0- 1 HP STEAM BOILERS 'W MOTORS OVER 1- 3 HP HOT WATER BOILERS X, POT/3 COMA. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION X, RESIOENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES X. SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATOR3 PORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS NAL MOTORS OVER 25-100 HP COOLING TOWERS 'ER CLOSET 2,1 MOTORS OVER 100 HP VIOLATION IIRECT WASTES A/C WINMW REINSPECTION ER SUPPLY TO: AIR CONDITIONERS /C UNIT STRIP HEATER 'IRE SPRINKLER GENERATORS TRANSFORMERS EATER -NEW INST. GENERATORS TRANSFERS EATER- REPLACE GENERATORS TRANSFORMERS AWN SPRINKLER -WELL SPECIAL PURPOSE NIMMING POOL OUTLETS M MERCIAL ATER SERVICE SIGN TUBES ER CONNECTIONS SIGN TRANSFMMS LITY -SEWER SIGN TIME CLOCK ITY -WATER F IXTLIRES TIC TANK ANTENNA 4Y TELEVISION OUTLETS INFIELD, 4' T1 E/RES. VIOLATION ' S ABANDON SEPTIC TANK REINSPECTION (AGE PIT CU. FT. )i BASIN WRG'E WELL :STIC WELL DRAIN INLET sR WATER HEATER STANDPIPE . PIPING I SPRINKLER SYSTEM RANGE :R SET ((GAS) PIPING attached survey, performed by A V J ,J le.P (name of surveyor's company) performed on I is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. Witness(sign and print) Affiant/Property owner J � Wi��sign and print) SWORN TO AND SUBSCRIBED before me this of `mill day ��-� L Affiant is personally known to me, j,,Lpoduced b y t -5 (-d C t° o ) SA as identification. Notary PP�IOL A NOALIA * MY COMMISSION # D[1 047144 EXRRES' August' 2,00 ��°rFOFeLOaov Bord�i 1utiBu'lotNIIIIYServices ' `r �P�vd y 8(9. ianni SLre.4. qliCl "�'hzaiK4° 10050 N.E. SECOND AVE. ��oAI�P MIAMI SHORES. FLORIDA 33138 -2382 Telephone: (305).795-2207. - .Fax. (3051.7 6 -8972 COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, Ya 1 1+4 °� ✓ viv hereinafter referred to as the Owner of the (owner) following described property: - Legal description/foliog: APPP-01ctf Lot 42 C) Block 1 I Subdivision_ _ Ad 401 &�U q (--O ? i-*+ �F s sch o j - Tax Folio Jr: requests permission to install: )(Asph t, concrete, b ck pavers [ J Landscaping [ J Other within the public road right of way of 2- Po i P C /® 3 Ct (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: 1. To maintain and repair, when necessary, the above - mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with'tlie land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on this day of lam —T cAriddo - (owner) D 5� -1l 7-11 1 -, 10 SIGNED, SEALED AND DELIVERED in the presence of. r - 1 7M - Fmc 2166N41M - wwwAucffddMW=&CM Wednesday, March 19, 2003 Re; Fiberstrand Compliances To Whom It May Concern: The Euclid Chemical Company hereby certifies that its polypropylene Products, Fl- and 100, F`bers"W 150, Fiberstrand 15OW and FiNntrand F complies with the Standard Specification for Fiber - Reinforces Concrete and Shotcete, ASTM C -1116, as a Type III Synthetic Fiber. If there are any questions or if I can be of firrther assistance, Please call The Euclid Chemical Technical Services Department at (800) 321 -7628. Sincerely, Sean Fallon "-J Product Manage' STATE OF OHIO COUNTY OF CUYAHOGA Sworn to and subscribed before me, a Notary Public for the State of Ohio this Wednesday, March 19, 2003 at Cleveland, Ohio. JAMM RAY, NOTAWPtjWC STATE OF OHIO Recorded in 18 Cmuty AnP rQWMW [so 9001 cerdw cet. #1088r, s; TRAND 150 POLYPROPYLENE MICRO FIBER REINFORCEMENT FIBERSTRAND 150 is an engineered polypropylerie fiber designed specifically for spry reinforcing of concrete. FIBERSTRAND 150 fibers are true monofilaments that totally terse into the mete nix when added at the batch plant or at the job site. FIBERSTRAND 150 is available in various lends to provide optimum strength, reduced cracking and long- term concrete durability. PRIMARY APPLICATIONS • Flatwork industrial, commercial and residential con- crete projects • Footings, foundations, walls and tanks • Concrete pipe, burial vaults and prestressed beans Plastic Concrete • Controls or elnninates plastic shrinkage cracks • Reduces segregation • Minirrdzes bleed water • Provides three - dimensional rek*xdng versus two- dimensional with wire mesh Hardened Concrete • Reduces cracking • Increases surface durability • Reduces permeability • Increases poster strengths Otter • Reduces in-place c ostversusconcretewithwiremesh • Faster form removal • Totally safe compared to extruded reinforcing mesh • Easy to use and can be added to the concrete mix at any time prior to concrete placement SPECIFICATIONS / -COMPLIANCES • Complies with ASTIVI C -1116, Type III, Synthetic Fiber - Reinforced Concrete and Shotcrete Typical Engrg Data Material .............. ............................... Polypropylene Specific Gravity ................. ............................... 0.92 Alkali Resistance ....... ............................... Excellent Acid Resistance ........................................ Except lbermal C(mck c�iviiiy' ............ ............................... 7 Mildew, Resistance ................................... Excellent Fiber length ......... ............................... 3!4°(19 mm) Denier........... ............................... •......................... 4 Fiber Count ............. over 50 million per lb (0.45 kg) Fiber Type .......... ............................... Monofilament Density ........................ .. 67 Ib 1W (916 kg1m3) Co lor................................ .............................. . ffi to Absorption.................................................... _.cr,., Nil Tenses Strength ........................... 3.0 gr/dedermin Modulus of Flask ty...... 0.55 x 10$ psi (3793 MPa) Ignition Point ..........................Over 1,000°F (538PC) Melt Point .......... ............................... 3259F (16TC) Electrical Conduk th* .......... ............................ Low Doge Rate ..........0.5 -1.0 IbW (0.3 - 0.6 kg/m9) Standard Dosage ...................1.0 Ib/yd3(0.6 kg/m3) • Air equals 1, polypropylene equals 7. PACKAGWG FIBERSTRAND 150 is packaged in 0.6lb(0.23 kg) water dispersible bags. DIRECTION FOR USE FIBERSTRAND 150 can be added any time prior to placement of the concrete. It Is recommended that It be added at the ready -mix concrete plant during batching, butitcanwofcequaliywell when In datthejobske. FIBERSTRAND 150 must be mixed with the concrete for a minimum of 3 minutes at maximum drum speed to assure total won and uniformity. 03/07/08 09:39 FAA 305 875 2808 Sig -1911 r ill or= in CuthVilace %me 1900- BLDG. lGDE CU�IJ'Llaria of6t mlm Yom A Vd*jwm uChts (� LV UO) . bat amu Conemm m eapamo to vmmhw or in coma with ! M"walkosw #:.d and #18 bay i1h (39 ema) 411 bar wd MdW 3Ja {19 aural B pay feagbMUMIL *L 11/2 (38►f Shells. febull #61aed 31,ti14mm) #S bar.VM or MI wire„ end smam Ih (1273 1W1 M of co=rtte Hoar slabs sqVamd drecth an do gww d ahWl be not less dw 31h fnches (19 mm) w dess deagued by an archftct or end 19.12 SEC" 1911 PARAPU WALLS Provisions for FarVa walls we ccnmiaW in 1511.6 O K 12°-- --12'= - v 12" "� 3 z N MAX. -I MAX. 6.. MAX. 1-12 . MAX ( 2 ^ rn uni 1 6„ 6.. 6.. rn N • z z n W 2 5 I O 4 17.25' TYP. 3 7 R 9 O. I I n v a t I ' to f z' 7 ) I I r o wm¢ 0 17' TYP; �� - O-0 } 1Dt'-,` 3A o m Wz ZU) w m< N 30? o- 17' TYP —�7�0 R Aga o 0 • Ir 2 0�ONp r Z. o I a 7 a 17' TYP: '20 LA I I I I o Z R ,6 W W,� r J z 17' TYP. 9 - C it I r 12 w A L •� N _ O a� __ D o 0 2' -- r2' -- 12 --, 2 -- 8'0 6 PANEL DOOR Anchors Typical O MAX. MAX. MAX. 41 .'MAX. >> YPi Pgosde 6 I (... 1..� -. 6 6" z _�• VIEWED FROM' EXTERIOR (SHOWN FOR CLARITY OF VIEW) c�%f ANCHOR LOCATIONS - 8 - CONSULTING ,*, t (813) 684 -3831 9/2s/00 6� scuE:'N.T.S. .err ed as <an Pt:iap xilh4ka• _ -Fk.naa 11uMing a O� Owc. 'er: TJH IMi Nt)AN clac. ©y: RW A 1,14.1 Dude Producl coq /'mt ORAVONG No Ili 0C9921 -- SHEET 3 OF -6_. a. A. MAX. FRAME WIDTH 74.5„ - 31 n a °e 1.15" MIN. EMB. INTERIOR J 33 �p n A h _J 27 14 13 13 9 z 15 ooa w a e V) "t O e Oujo p.N e 1_3/4.. 22 /, WO y op 20 cl e V)wz a m¢ o g ,L: ° z ]Ip,p ° o -1 _ a. a p a a = 6 20 _ 32 16 20 - z 31 2 4 20 15 ° 4 2 1 1/4 ". `^ EXTERIOR MIN— - - - -- 32 a Z � o (TYP. INSTALLATION IN 0 TYP INSTALLATION z In 2x WOOD BUCK) T' 36.0" MAX. WIDTH = 36.75" MAX. WIDTH VHYR M�so WOOD BUCK N re W /ASTRAGAL e w • roo ACTIVE PANEL ACTIVE PANEL W/ ASTRAGAL_ ^ Z �-` 1 HORIZONTAL CROSS_ SECTION � CONSULTINr NOTE: 0,15 /j �' (813) 684 -3831. - - — DATE: 9 /25/00 1. 6'8 AND 8'0 ASTRAGAL #9 X 1" PFFi%,WS MAX. 13 ON CENTER Ap,r (lN ell „.5ComIll) IV2 „1,,file SCALE N.T.S. 1"m ia. and ( d Ilot �Jj�F( 1�[; Dwc ev: 1JH NOAR.- i1L- -• caN Err: RW D.dv Prtnluct 1nw1 DRAWING 9 —_— 11 � DC921 SIIEET 4 or 6 ASTRAGAL RETAINER BOLTS (4) SEE NOTE 8 SHT. 4 BOLTS TOTAL, (2) 8:0" L. x 21 34 2 5 40 .312' DIA. ® TOP & (2) 8.D" L. x .312" DIA. ® BOTTOM 17 6 13 20 cr z X7 RI R z = EXTERIOR N J SEE NOTE 1 J 19 n Z 75 1 SHT. 4 7 17 n Z �a 31 Li p Z30ry _ Y INTERIOR z �.. Lp O 0 ^� 10 to LLJ TJ . a INACTIVE ACTIVE I 29 10 t5 3 HORIZONTAL CROSS SECTION 26 3 HINGE JAMB TO BUCK 15" MIN. 4 o N7 RI R C -SINK i j - �11 HORIZONTAL CROSS SECTION 3 AT ASTRAGAL, W ITEM 26 .25" MAX. SHIM THK. ° WINDJAMBER' A68J ¢O a o _c) "`MIN. SEE DESIGN PRESSURE RATING 'i 1.15 �uJ, oW CHART SHEET EMB. zt"-" I ^ of ASTRAGAL RETAINER BOLTS (2) j U ° _ TOTAL. (1) 9.0" L. x ( L. x ALUM. RETAINING SLIDE ow a 312" DIA. TOR & (3) ;1.0" x 4:5" x 0.565" 21 34 27 a 9.0" L. x .312" DIA. ® BOTTOM = m SEE NOTE T I R ? 3:' ~ SEE NOTE EXTERIOR ? i N z z , S SMT. 4 5 7-r vt w 2 SHT. 4 15 7 17 n 2 0' 39 7 17 . 4I1 29 ^ a a a 19 °i N $ ^Q -.. - INACTIVE ACTIVE d 2 x. 29 C"1 10 O 10 75 fNTER10R w zr ^ 4 %41 - i8 OPTIQNAL ASTRAGAL !NT RBUUOiNc CONSULTANTS, INC 4 -3 H RIZ NTAL CROSS SECTION AT ASTRAGAL W /ITEM #18 873659.9797: IMPERIAL ASTRAGAL SEE RESSURE RATING.*' T-�P PROCrREVISED 09/11/01 L 15 MIN. 4 C -SINK CHARTESHEET � IdW awdb4ce& � �;,N.T.S. wvc. Br: TJH d 25 MAX. g D- !1 -SHIM THK. 3.. H RIZONTAL CROSS S €CTION 'y'„r. cm. BY: RW . LATCH JAMB i0 BUCK sy oanwx7c rw.: ' 1.75" MIN. n commi S -2104 EMS. 3 of 7 ITEM' 5 MATERIAL 1 DOOR ANEL FACE SHEET 4GA. .021 MIN. STEEL 2 HEAD JAMB (1 114" x 4 9116" PONDEROSA FINGER JOINTED PINE) PINE 3 HINGE JAM 1 4 x 4 1 9' PONDEROSA FINGER JOINTED IN IN 4 NMUIL HLAW AMB 1 1 x 4 16 N IN 4 -,Z -4 BUTT HINGE 12 o. 09 HAG R 5 6 10'X 1 PFH WOOD SCREW HINGE TO DOOR STEEL' LVL LATCH SIDE STILE 1.67 X t.O 8` 1 4 x ,2 112- TAPCON STEEL. 9 OUTSMNG BUMPER THRESHOLD .050" EXTRUDED ALUM. BY PEMKO A UM. 10 COMPRESSION WEATHERSTRIP SCHLEGEL O -LAN ODS 650 FOAM 11 TOP RAIL 1.67 x 1.0 WOOD 12- . d v d .. DOOR HINGE STILE 1.67 x 1.0 g m t a,.. STEEL 15 WOOD LOCK BLOCK 1.71 x 4.0 x 11.875 g m 16 1714-- x 2 114" TAPCON STEEL 17 1EXPANDED POLYSTYRENE' 1.0 to 1.25 lb. DENSITY BY JELD -WEN FOAM 18 OPTIONAL EXTRUDED ALUM. ASTRAGAL 050" WALL IMPERIAL ALUM. 19 2x WOOD SUB BUCK d Lu 20 t9 21 KWIKSET TITAN _70O SERIES KNOB 22 � - i9 BRAD TRIM NAIL L -314L. STEEL 24 8 x 2" PFH WOOD SCREW STEEL 25 #8 x ' 1/2" PFH WOOD SCREW STEEL 26 ASTRAGAL EXTRUDED ALUM. WR68J !Y/va"gER // 0 27 YALE KNOB HERITAGE SERIES - 28 YALE DEADBOLT HERITAGE SERIES - 29 0 SILICONE 0 GLAZING COMPOUND OSD BY OOL SILICONE 31 8 x 1 PFH WOOD SCREW WR68J ASTRAGAL TO DOOR STEEL 32 8" x 3/8" 1/4" ROUND IDELITE STOP WOOD 33 8 x 1 1 2 "TEK SCREW LITE FRAME STEEL 34- SCHLAGE KNOB SET 1751. 2 35 SCHLAGE DEADBOLT, 8360 36 STEEL SIDELITE PANEL 24GA. .021 MIN. STEEL STEEL 37 2 GLASS 38 LITE FRAME OOL HP POLYPROP. THERMOFIL- P6- 3OFM0391 POLYPROP. 39 LATCH JAM: 1 4 x 4 16 P N IN JOINTED IN PINE _ 10 x 2" PFH WOOD SCREW STEEL 41 10 x i PFH 1000 SCREW IMPERIAL ASTRAGAL TO DOOR STEEL 42 3/4- THK, x 4 9 1b 10EEP PRESSURE TREATED REINFORCEMENT WOOD 43 1 4 x 1 3133" WOOD MULLION CAP W OD F 16GA BRAD TRIM "NAIL 1" L. SEE NOTE 7 SHT. 4 r k t• GLAZING COMPOUND DOW 1199 SILICONE SILICONE 46 x Y POLYPROP. 47 1 j2 "INSULTED TEMP. GLASS BY TRINITY AMPAC :48 [PTE FRAME. BY TRINITY FOR 1: GLASS - POLYPROP. 49 1 INSULATED TEMP. GLASS BY TRINITY AMPAC' 50 LITE FRAME SCREW #6 X '1 112" PANHEAD STEEL 2 T i1 c�v= N 9 y� Y w z 17 6 zz Z a 10 Ln B W aj w c=a x W 3 1� SEE NOTE 3 SHT. 4 uj w aJ J a _ W 1.75° MIN. 0 INT RI R ri EXTERIOR uj a a a PANEL THK. x o > co co 17 ¢ � LASS MIN. GLASS .THK k � 0 - f - X XT RIOR IN7 RIOR ao X ro - ..•. s....... it t2 9 SEE NOTE 4 SHT. 4 1 75 MIN. j 16 47 ' PANEL THK. o 2 = ITEM' DESCRIPTION MATERIAL 1 DOOR ANEL FACE SHEET 4GA. .021 MIN. STEEL 2 HEAD JAMB (1 114" x 4 9116" PONDEROSA FINGER JOINTED PINE) PINE 3 HINGE JAM 1 4 x 4 1 9' PONDEROSA FINGER JOINTED IN IN 4 NMUIL HLAW AMB 1 1 x 4 16 N IN 4 -,Z -4 BUTT HINGE 12 o. 09 HAG R STEEL 6 10'X 1 PFH WOOD SCREW HINGE TO DOOR STEEL' LVL LATCH SIDE STILE 1.67 X t.O 8` 1 4 x ,2 112- TAPCON STEEL. 9 OUTSMNG BUMPER THRESHOLD .050" EXTRUDED ALUM. BY PEMKO A UM. 10 COMPRESSION WEATHERSTRIP SCHLEGEL O -LAN ODS 650 FOAM 11 TOP RAIL 1.67 x 1.0 WOOD 12- BOTTOM RAIL 1.73" x 1.21" x 0.021" "THK. MIN: 24GA. STEEL 13 DOOR HINGE STILE 1.67 x 1.0 W 0 14 1410 x 1 3 4" PFH WOOD SCREW STEEL 15 WOOD LOCK BLOCK 1.71 x 4.0 x 11.875 WOOD 16 1714-- x 2 114" TAPCON STEEL 17 1EXPANDED POLYSTYRENE' 1.0 to 1.25 lb. DENSITY BY JELD -WEN FOAM 18 OPTIONAL EXTRUDED ALUM. ASTRAGAL 050" WALL IMPERIAL ALUM. 19 2x WOOD SUB BUCK WOOD- 20 SHIM MATERIAL .25 MAX. THK. 21 KWIKSET TITAN _70O SERIES KNOB 22 KWIKSET TITAN 700 SERIES DEADBOLT - 23 BRAD TRIM NAIL L -314L. STEEL 24 8 x 2" PFH WOOD SCREW STEEL 25 #8 x ' 1/2" PFH WOOD SCREW STEEL 26 ASTRAGAL EXTRUDED ALUM. WR68J !Y/va"gER // ALUM. 27 YALE KNOB HERITAGE SERIES - 28 YALE DEADBOLT HERITAGE SERIES - 29 SILICONE CAULK CR LAWRENCE 33C SILICONE 0 GLAZING COMPOUND OSD BY OOL SILICONE 31 8 x 1 PFH WOOD SCREW WR68J ASTRAGAL TO DOOR STEEL 32 8" x 3/8" 1/4" ROUND IDELITE STOP WOOD 33 8 x 1 1 2 "TEK SCREW LITE FRAME STEEL 34- SCHLAGE KNOB SET 1751. - 35 SCHLAGE DEADBOLT, 8360 36 STEEL SIDELITE PANEL 24GA. .021 MIN. STEEL STEEL 37 1/8" TEMPERED GLASS BY PPG GLASS 38 LITE FRAME OOL HP POLYPROP. THERMOFIL- P6- 3OFM0391 POLYPROP. 39 LATCH JAM: 1 4 x 4 16 P N IN JOINTED IN PINE 40 10 x 2" PFH WOOD SCREW STEEL 41 10 x i PFH 1000 SCREW IMPERIAL ASTRAGAL TO DOOR STEEL 42 3/4- THK, x 4 9 1b 10EEP PRESSURE TREATED REINFORCEMENT WOOD 43 1 4 x 1 3133" WOOD MULLION CAP W OD 44 16GA BRAD TRIM "NAIL 1" L. STEEL . 45 GLAZING COMPOUND DOW 1199 SILICONE SILICONE 46 LITE FRAME BY TRINITY FOR 112- GLASS POLYPROP. 47 1 j2 "INSULTED TEMP. GLASS BY TRINITY AMPAC :48 [PTE FRAME. BY TRINITY FOR 1: GLASS - POLYPROP. 49 1 INSULATED TEMP. GLASS BY TRINITY AMPAC' 50 LITE FRAME SCREW #6 X '1 112" PANHEAD STEEL d dd v .• a _v v Z B N W un VERTICAL CROSS - SECTION C' W � VERTICAL CRQSS - SECTION g DQOR PANEL SIDEUTE SASH c Z � rn U ¢ C[: p Z Z =� n 32�" LU -3 MU0 00 3�t Wes: Qg[ o W o �o O �W a SEE DETAIL, "F" SHEET 5 s SEE DETAIL SEf DETAIL G SHEET 5 G SHEET 5 3"3 4^ 4^ 6" �r 3 ^� 6w - 6" • 1 TYP. :01 1 I 1 cn rn TYP 00 - — F-3 �—+-- "� TYP. TYP u5 SEE, n "� C7 �. Q t DETAIL — 3 2 TYP. '� SEE DETAIL + +i J SHT : kt 'n H SHEET 5 — n vi 5 ^ r1 u� ch OD SEE NOTE a — - — 6 SHT. 4 A A — TIP. C D TYP. � _ n n. eq to 16 1 3- 3^ �1 TYP. 1 L 7 1 TYP. -, t B E C t I 1 t �.� z 6• 3" 6" i-- 3 ^_.q 6^ 6.. -� E-3" F 3ut —g °x 3•• 35EE DETAIL 3^ 3^ K SHT. 5 4.5 4.5^ °off of a DQjl${,E DOOR ANCHORING LOCATIONS SINGLE DOOR(SIDELITES ANCHORING LOCATIONS O 6 5' 6 z 144 ASTRAGAL RETAINER BOLT' SEE NOTE HOLES MUST BE DRILLED 5. $Ht,' 4 THROUGH THE - THRESHOLD 6 ❑ & INTO THE MASONRY 6 .' DEEP ENOUGH FOR" A 2" THROW 16 0 0 0 DETAIL. H STRIKE N O Q DETAIL G HJN PLATES TO WINVVAMER 70 JAMBS & DOOR 4�5 ASTRAGAL ' SEE NOTE 5- -SHT. 4 n N z SEE NOTE SSHT.4 re L OPTIONAL DETAIL K SILL ' DETAIL K SILL suwou+c 4 WIND4�AMSER ASTRAGAL. 11�APERm. ASTRAGAL a+sue.rawrs. we RETAINER BOLT HOLES RETAINER BOLT THRESHOLD 613.659.9t9Z SEE NOTE STRIKE PLATE (� & SHT. 4 - pgQpUC(REVib'liD 6Are:.09 11/01 SCALE: N.T:S. no g owc. er: TJH TaJ J H cwc.'er: F?W . WIN AM 7R4C�AL PTI NA DETAIL F HEADER pE7AIL J STRIKE RETD ER BOLTS HEADER IMPERIAL- A T A A OPTIONAL DETAIL H STRIKE Mo3tuut C°N� 5 -21'04 STRIKE PLATE RETAINER BOLT HEADER PLATES TO JAMBS PLATES �OGAMLPERIAL srrtEr 5 or 7 STRIKE PLATE SEE NOTE 5 SHT. 4 2 Y SEE NOTE S 9 SHT. 4 SEE NOTE T RI OR p w 5 44 9 SHT. 4 21 34 27 n 42 4 13 0 2 4 42 44 rl ¢ EX TERIOR W r ric 7 •` T 14 SEE NOTE ~ Z N 5E SHT. 4 24 17 8 SHT. 4 ^ c^o Y Y9 Q� 0 29 38 I R 37 Z Z ^a 37 10 pCVJ i . 10 ?� s 1 Lu x= 15 SEE NOTE . c k .: 7 U CL v • .._ ... _,.. 6 SHT. 4 k «r t r INTERIOR r a 25 Y 25 SEE NOTE 36 o° o 6 SHT. 4 3 43 33 Z ut �1 HORIZONTAL CROSS SECTION z ~ g 33 36 43 39 4 AT SIDELITE TO HINGE JAMB. TYP. 32 23 3ESHT. 4E ° -o-,- > RZ. SEE NOTE SEE NOTE a o 1 s C4 SEE NOTE 23 32 7 SHT. 4 4 SHT. 4 0 W z" y 3 SHT. 4 1 1:15" MIN. _ SEE NOTE SEE' NOTE >�1 HORIZONTAL CROSS' SECTION EMS. 20 .95" MIN. c 31Jj og. 4 SHT. 4 7 SHT. 4 4 AT SIDELITE 70 LATCH JAMB. NP. W" o x2 NOTES: COUNTERSINK oo� ° o 1. SPACING FOR #8 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE •Y °'+y ' INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; IV'. 3.0" & 5:0 ". FROM THE BOTTOM UP; 1.0 ", d n a 3:0 ",.5.0 ", 20.0" & 38.75 ". 2. SPACING FOR ITEM 47 110 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0 ", 2.5 , 4.0 ", 5.5 ", ^ a 29 38 13.0", 18.0" & 26.0". (14 PFH SCREWS TOTAL) ;� N _ 3 SPACING FOR 18 x 1 112" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) 25 d V) SCREWS 3.0 ". IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN 37 N ° XT RI R _ to ' _ z ON THE SIDES;•3.0 ", .13.0 ", 26:0', 39.0" 52.0" & 63.0 ". o - 4. SPADING FOR BRAD TRIM NAIL 314" L. ATTACHING. THE QUARTER ROUND TO THE s Inn SIDELITE IS AS FOLLOWS! & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1)' - y , MORE NAIL IN THE MIDDLE. SIDES; 1.25 LL " FROM EACH END &SIX MORE EQUALLY SPACED ON 19 •- , , ,,• t: THE FIELD: d .. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE #8 x 2 112" '. INT RI R a PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT p THE MULLION USE #8 x 2.° PFH WOOD SCREW..," o . 6. SPACING FOR #8 x 2.5 PFH WOOD SCREW ATTACHING THE 'MULLIONS TOGETHER 1S 17 AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EOUALLY SPACED, A d. 4 23 SEE NOTE 33 SEE NOTE °z TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 3 SHT. _ T 4 4 7. THE SIDELITE SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE .25" MAX. 4 SH SEE NOTE 32 THK. bt/ B�yL �wG SIDES & 318" x 318" 114 ROUND & bRAD TRIM NAIL x 3/4" L. SHIM 7 SHT. 4 �3 HORIZONTAL CROSS S TION CONSULTANTS, INC 8. WHEN ATTACHING THE .HINGE TO THE JAMB AND BUCK USE #10 x 2" PFH WOOD - a AT SIDELITE TO BUCK, 'R'P. 813.659.9197 SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE #10 x 1 3/4 "- PFH 'WOOD SCREW. - - PRODUCT REVISED DATE:--09/7 1/01 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT" WITH ITEM #44 A C AL SCALE: N.T.S:' 1 " TRIM NAIL SPACED ;A MAX, OF 12" ON CENTER. Aa BaWag - Ia 6 owc. er• TJH TO. SPACING FOR ITEM THE #6 X 7 112- PANHEAD SCREW ON THE TRINITY - SIDELITE FRAME IS AS FOLLOWS; Ecpvac Date } CHK. BY, RW FROM THE TOP DOWN ON THE SIDES (5) AT 3.25 ", 18.0625 ", 32.8125 ", 47:5625" & 62.625'. By DRAWMG NO.: THE TOP & 807-TOM (1) SCREW AT 4.4375 ". • mkmi utC -t,,A S -2104 SHEET 4 ov 7 JELD- ..WEN@ ST=FRAM&S OUTSWING'OPAOUE.DOUBLE O.A. MAX. FRAME WIDTH, 74 —T/2" °z It WOOD EDGE INSULATED STEEL DOOR WIT" a. O.A: MAX. FRAME WIDTH 74 -1/2" 3 Q ea _. ® z � wx ... 3 (V 00 GENERAL •NOTES 11) LZ1 0= Go DO 1. THIS PRODUCT IS DESIGNED TO-MEET THE 'SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR I W. MIAMI —DADE COUNTY. ' �2. WOOD BUCKS BY OTHERS MUST -BE ANCHORED / oD / r \ m m L1 .: PROPERLY TO TRANSFER LOADS TO THE -- r _:. W ZD M STRUCTURE. � � O 000 'Z W` 3. PRODUCT ANCHORS SHALL BE AS LISTED AS U:1- < <I- SPACED AS SHOWN ON DETAILS. ANCHOR to _ CL O EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND = OWp Y V)z WALL FINISH OR STUCCO -` Lvl �• ~� 0J 4: IMPACT RESISTANT. SHUTTERS NOT REQUIRED. Of Ll Z�3 Q> Of h 5. DESIGN: PRESSURE RATING SHALL BE AS FOLLOWS: - Q) W I` c311- , I,�Z FOR $•8" WOOD FRAMES; SEE TABLE THIS SHEET _ - 1-h 5 FOR :8 "0" WOOD FRAMES: SEE. TABLE THIS SHEET \ 0 / X Q �.OgO ° U30 6. ALL DIMENSIONS ARE. GIVEN IN INCHES UNLESS Q oil < :D 0 00 s.. OTHERWISE SHOWN. ' Q a Z p a _ 4. _ OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) \ 0 VI Door Leaf Constructiom- o Face sheets:. 24 go to (0.020 ") minimum thickness, - Z .Galvanized. steel A -525 commercial qualify. - AKDO -\ < O Fn per ASTM 620 with yield strength Fy(min.)- 24;600 psi. - Q z - Gore design: Expanded polystyrene with 1.0 to 125* 6 — 8" ' H E I.G H T (> > -' O" H E I G I I I *lbs. density... a .Construction: steel face sheets glued to expanded a W polystyrene (EPS)• with wood rails.. and Laminated 6. PANEL DOOR o p COLONIAL - Veneered Lumber stiles and a wood lock block �einfamertlent _ VI E WE D FROM E X T ER I O R 0 Z (SHOWN FOR CLARITY OF VIEW) _ TABLE OF CONTENTS SHEET, # ..DESCRIPTION - i COMMON- GENERAL NOTES TYPICAL ELEVATION 2 DOUBLE 6'8" WOOD FRAME (ANCHORS ELEVATION) _ 3 `DOUBLE 8.0- "WOOD FRAME (AMC-HORS ELEVATION) _ 4 DOUBLE DOOR ,HORIZONTAL CROSS SECTIONS 5 DOUBLE DOOR VERT. CROSS SECTIONS BILL'OF `MATERIALS 6 COMMON (DOOR 'MODELS. LOCK DETAILS) R NOAR_ c". 1: RW ASlas11 ID de product fN 1 DRAWING NO-. ' Di lawn Of 9921 . e� 1 ` CONSULTING: . (813) 684 =3831 DESIGN f- RESSURE RP FING POSITIVE WHERE WATER MVILTRATION- REQUIREMENT -IS :NEEDED „WHERE WATER oiG1Li RATON.' REOUIREMENT. iS NOT NEEDE — 48.0 psf 48.0 Psf- NEGATIVE 51.0. psf - 51.0 psf DATE' 9/25/00 Approved as ranplyialt with the SCALE: N.T.S. Ft., id. Ruhling Code OwG: eY. TJI-I Uale G. ZO O NOAR_ c". 1: RW ASlas11 ID de product fN 1 DRAWING NO-. ' Di lawn Of 9921 . -�f._ ..� -.- O N 2 '-12 - 12 "—► 12- ---12' o m N MAX. MAX. 3 9WX 3, 6 — 6.. F MAX I 2 o F -- } } -- -- Doaf 3 — p v 4 Ld 14' TYP ..�� •� I 7 ORO I ( I I w Z -� 0 4 CD 7 I �RnT I D< wo� i .. 14' TYP. ao� ay R —Ip r -low TWO -(n7 3 w as c Q 14^ TYP. 7 OR 9 � I 1- F �� °per 1 ° cn z .z $ 14' TYP. I I 20 Y O I z Ul V �11 14' TYP. 9 I r ( -I z �' o p v --12° -I �12° - Q „� nomol ryp,col Opposlle Jamb •-) L— MAX. MAX." — 6. — MAX MAX TMOI 6'8 „_ 6 _PANEL DOOR `Al�(l ANCHOR I OCATIONS (A VIE \VD F ROM EXTERIOR �U CONSULTING _.. :,•; SHOWN FOR CLARITY OF VIEW - ( ) (8ij r,Ra -seal once 9 /25/00 SCAT L: 1�1 1. S. � I c y } np wiih the Js 1 Lob L nle Owc.:DY Dx1 1 _ �/� . K(JAHi� CNk. RY RW i `,) niPoml UoJe ('roduel Cpn of - " - -?— Di isIOR ORAWINC. N0.' ay DC9921 ' S111LT. 2 Of 6 - M t A M 1 MIAMI -bAft COUNTY, FLORIDA , METRO -DADE FLAGLER BU LDfiNO' BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER'SMUT, SUITE 16,03 PRODUCT CONTROL DIVISION MIAMI, FLORiDA33130 -1563 (305)1375r2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. - 31725 highway 97 North . Chiloquin. OR 97624 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 Miarni -Dade County Pm duct 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: Jeld -Wen "Gladiator" & "Energy Saver" O/S Glazed W/E Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. S -2004, titled "Jeld -Wen Steel Outswing Woodedge Door Double and Single Unit ", sheets 1 through 7 of 7, prepared by R.W. Building Consultants lric, dated 12/01 /99 with revision on 11/08/02, 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: None 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 change in the applicable building code negativel} 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 I with any section of this NOA shall because for termination and removal of NOA. f 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 shag. , be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. , This NOA revises and renews NOA # 9SL 1007.01 arid, consists of this page I as well.as approval document mentioned above. The submitted documentation was reviewed by Jaime M. Eisen, P.E. ; NOA No 02- 1211.18 Expiration' Date: July 17, 2408 :Approval Date: January 23, 2;003 Page 1, F,36.7.-5 74.5 ". MAX. OVERALL'WIDTH 68.5" MAX. OVERALL WIDTH MAX. PANEL 36" MAX. W /ASTRAGAL PANEL WIDTH 6" MAX. JE' -WEN® STEEL GLADIATOR and ENERGY SAVER OUTSWING WOODEDGE STEEL DOOR WITH WOOD FRAMES ` " i Z04 TABLE OF CONTENTS SHEET DESCRIPTION 1 COMMON. GENERAL NOTES, TYPICAL ELEVATION 2 VERTICAL CROSS SECTIONS .3 CE I d 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3 4 z} O N O ' 0 3 " 0 }1 t\ � 0 0 _ � 8 ,.• � °p ^ A 4 uo � •- _ _ -5 M A a " o >r Q LL s f s 7r W.... to �r Ulf Opj co 04 �_ t- OO Q 19.625" V'I DOUBLE DOOR ELEVATION SINGLE. DOOR W /SIDELITES ELEVATION wgo 33 ow M MAX .105.25" MAX. > 5" MAX. D.L.O. OVERALL WIDTH 14" MAX PANEL WIDTH I 15.5" MAX. FRAME WIDTH q 37.5" MAX. OVERALL WIDTH 9z > > 3 C "z� TABLE OF CONTENTS SHEET DESCRIPTION 1 COMMON. GENERAL NOTES, TYPICAL ELEVATION 2 VERTICAL CROSS SECTIONS .3 HORIZONTAL CROSS SECTIONS 1/3, 2/3 & 3 3 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3 4 5 ANCHORING LOCATIONS Q 0 3 7 1 BILL OF MATERIALS & GLAZING; DETAILS RESIDENTIAL INSULATED STEEL R (Common to all frame conditions n1 Cil" S -2004 I a " o Door Leaf Construction: 04 !E Q 19.625" Y °° 24 ga. (0.021") minimum thickness, p d MAX. 25 ga. 0.018" minimum thickness alvonized steel A- 25 commercial -quality UDQ D.L.O. - per ASTM 620 with yield strength Fy(ove.) =24,600 psi. CII design: y Expanded polystyrene with 1.0 to ` 1.25 lbs. density. O N (n Steel face sheets glued to ex anded p(EPS), with w�od rails pnd laminated O M 0 ss'� Z ur veneerd lumnner stiles an a wood lock block z reinforcement. 0 0 Frame The head liambs and sidg, jambs int gee joint e, pine measuring 4.56425" x 1.25. Thg 4 4 N z o head and side jambs are mortise ,butted_ and joined using (3) 718"x 2" The threshold ° wire staples. used is an aluminum outswing bumpface measuring 4.625" 1". fi 0 q w o¢ I o TABLE OF CONTENTS SHEET DESCRIPTION 1 COMMON. GENERAL NOTES, TYPICAL ELEVATION 2 VERTICAL CROSS SECTIONS .3 HORIZONTAL CROSS SECTIONS 1/3, 2/3 & 3 3 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3 4 5 ANCHORING LOCATIONS 6 1 ANCHORING LOCATIONS & DOOR MODELS 7 1 BILL OF MATERIALS & GLAZING; DETAILS ' d DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED POSITIVE + .50.0 PSF NEGATIVE -:46.0 PSF SHEU 1 of 7 . e»isw.h.�lh 02- 211.0 N.T.S. OM. ar. TJH CHK. BY: RIN - DRAWNG NO:: . n1 Cil" S -2004 SHEU 1 of 7 . 27 5" GLASS BITE Y XT RI R .125" INSULATED y TEMPERED GLASS u? c� .25" AIR SPACE :1 28 25" INSULATED INT R R TEMPERED GLASS .25" STEEL SPACER 30 SEE NOTE #I GLAZING DETAIL FULL LITE & SIDELITE - cc O eI Z } n U ? D N W -- n b p N W T Z "� U Item DESCRIPTION Material 1 HINGE JAMB 1 141" x 4 1,112") WOOD 2 HEAD JAMB 1 I4- x 4 1 2 .5" GLASS 3 4 x 4 BUTT HINGE 12GA. .097 MIN SMEL 4 19 x i" PKLUPS fLATH S TO FRAME STEEL 5 8 x 2 112- PHILLIPS FLATHEAD WOOD SCREW STEEL 6 10 X 2' PHILUP94ATHEAD WOOD SCREW HINGE TO BUCK ST L 7 114" TAPCON x 2 1/8- FOR DOORS & 2 1 2 FOR SIDEVIrS STEEL 7A M BUILDEX . TAPCON ? OU 96 -1 26.03 OR - L 7B ELK TAP ON NOA 97- 0731.15 STEEL 8 BUMPER THRESHOLD ` 1 1 4x4 5 8x5 8' ALUMINUM 9 COM RESSION WEATHERSTRIP O-LON DS 650 10 EXTRUDED ASTRAGAL (IMPERIAL ALUMINUM 11 9 x 1 PHILLIPS FLATHEAD WOOD SCREW STEEL 12 FACE SHEET 24GA. GALVANIZED .021 MIN.) FACE SHEET 25GA. GALVANIZED .018" MIN. ALV. L 13 TOP RAIL 1.67 x 1.042 WO 14 BOTTOM RAIL 1. 67 x 1.065 WOOD 15 SIDE STILE 1.067 1.065 WOOD 16 ASTRAGAL THROW BOLT 0.31 x 19.25 L. STEEL o� 02 _, Wwuj tno�„� z oN wg v L32� d Luc g o$ V) V a° m c� W z Cr ON do a 17 8 x 1 2" L. TYPE `AB" PANHEAD SMS STEEL IF ASTRAGAL REINFORCEMENT PLATE LOCATED TOP -& BOTTOM ASTRAGAL, ATTACH D WOOD 18A 8- 6 X 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 19 KWIKSET TITAN SERIES LOCK 'VENT LITE' FRAME ODL POLY PROPOLENE 20 KWIKSET "TITAN SERIES DEADBOLT 21 LATCH SCREWS (SEE INSTRUCTIONS 22 MASONRY WALL CON C. 23 2x WOOD BUCK WOOD 24 DYLITE EXPANDED POLYSTYRENE 1.0 TO 1.25 lbs. cu.' ft. MIN. DENSITY 3 4 OYERAU. UISIUXD MOMD 093-W UTE PANELS 25 1 4 MAX SHIMS wonn 31 26 WOOD LOCK REINFORC€ -ENT WOOD z = r .5" GLASS 27 FULL' &SIDELITE FRAME -ODL POLY PROPOLEN Y BITE 28 112 OVERALL INSULATED TEMPERED GLASS CLASS' o 0 29' LATCH JAMB 1 1 4 x 4 1 12 WOOD 30 8 x 1 112- TEK SCREW LITE FRAME STEEL S EXTERIOR 31 'VENT LITE' FRAME ODL POLY PROPOLENE 32 3 4 OYERAU. UISIUXD MOMD 093-W UTE PANELS GLASS _, w z 32 33 8 x 2 'PHILLIPS FLATH D WOOD SCREW S L Q "' INSULATED 34 BLANK JAMB 1 1 4 x 4 1112") WOOD .123 TEMPERED GLASS NOTES: o 1. SPACING FOR ITEM 130 (8 x 1 112" TEK SCREW) o 0 IS AS FOLLOWS FOR 'SIDELITES & FULL LITES: TOP & o BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH o _ CORNER. FULL LITES (3) SCREWS 3" IN FROM EACH N o 5" AIR SPACE CORNER, & .(1) IN THE CENTER. SIDES FOR BOTH; (6) -to SCREWS 3,25 ", 13.75 ", 26.5 ", :39.375 ", w ^ z 52.0" AND 62.625 ". INT RI R + 2. SPACING FOR ITEM 130 (18 x 1 1/2"-TEK SCREW) IS AS- FOLLOWS FOR THE VENT LITE: TOP & BOTTOM N 125" INSULATED 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. 5" STEEL TEMPERED GLASS SIDES; 3.25" FROM TOP CORNER & (3) MORE AT 10.375 ". 37 JO -SEE NOTE 2 SPACER o R p�pUC1 DATE: 1210 1 99 �WftlkIM* SME: N T S.- Aimee ®0 0 On. ay.. 7JH GLAZING DETAIL cNx. BY: RW VENT LITE gl DPAwINC ND.: S- 2004 .. SHEET 7 OF 7 r r' b P E ° i '" 22 n ° • - , p r .• . ls. SE pj. �..Zai ° ...� °:a a '.G°4 ° ,.a e v a ...�• .r. -... _: a . .. ,. a '. .. r. - ... .. ... :Y • ;' 23 23 23 Z C 25 25 o^s 2 u� VE 2 13 0 n ` N x T z y Z N Co 5 N 24 24 9 5 9 V Q- G i1 SHT. 7 27 31�ESHpTE 13 c� .020" MIN. 30 SKIN 27 y `w .020" MIN. FIXED w 30 30 SKIN { o o w� J o w a x 6 ev» 1.75" MAX. -' x 3 m o z .75" GLASS ° w o w o PANEL THK. of THK. x i 32 a 2 28 e 28 .5 MAX` d x z GLASS THK. Z Z x ao ;� -5" MIN. n I INTERIOR z z N e GLASS THK. ^ EXTER OR o 0 0 OPERABLE °p SEE NOTE. z 1 SHT. 7 of z vi r _ _ Z . n 24 n Cd 0 14 :, �' EXTERIOR INTERIOR .020" MIN. ? 1.75 MAX SKIN THK. g o o W t` Q PANEL THK. ry o 0 14 ,tc 9, 7 8 e W ° as a 1n 2m eI v DP vp o, s �z M NgW Q° tpo PBUIIDING 22 Q ° .a ^ NSULTANT3, -INC - _ 813.684.3831 V RTICA C —S-MC Y 2 VERTICAL CROSS—SECTION 2 DATE* t2' Ot 99 - 'nooucrxgv�eo s 2 as SCAM -1 12" 1" call 1211.10 owc. er: 7JH n " o , PW SEE NOTE 19 #1 SHE 3 NOTES: 10 26 12 1. SPACING FOR #18A IS AS FOLLOWS: FROM TOP DOWN 18A EXTERIOR J-, 2 1127, 47, 5 112-, 13-, 18" & 26 ". SPACING FROM 4 16 27 THE BOTTOM UP IS THE SAME. ,. 28 2. ATTACH THE STRIKE PLAT&AND THE DEADBOLT PLATE TO THE ASTRAGAL USING A #9 x 2" LG. PHILLIPS FLATHEAD SCREW. INACTIVE Z ACTIVE 30 }5 9 N Y INTERIOR y� W Y 3 ge SEE NOTE o to z a '' 24 15 ^ z #1 SHT. - 7 , / 11 HORIZONTAL CROSS SECTION• EXTERIOR n 3 AT ASTRAGAL 7YP. .25" MAX. SHIM 19 28 22 O 24 .' 29 EXTERIOR INTERIOR 23 22 25 75 6 31 30 9 SEE. NOTE #1 SHT 7 12 25 p .15" MIN.' " COUNTERSINK 1.15 MIN. r \ INTERIOR : ¢ Z ¢ VI 30 B .. n z N Y n .25" MAX. \ a o v> SEE NOTE SHIM THK. - 9 #2 SHE 7 5 ° \ HORIZONTAL CROSS SECTION 3VAT HINGE JAMB TO BUCK. TYP. v� - 15" MIN. COUNTERSINK C3"\ HORIZONTAL CROSS SECTION > ®— ATLTCH JAMB TO BUCK. TYP. ' 1.15" MIN. EMB. PRODU JELD -WEN STEEL '" '" DATE: 12 0I 99 SCAM /2" - 1 ` -- JELD -WEN, INC. __ OUTSWING WOODEDGE DOOR v►� B�i�t p�O�r 2 is O 31725 HIGHWAY 97 NORTH CHILOOUIN, OR. 97624 2 t 17 08 02 GENERAL REVISION KMN TJH DOUBLE &SINGLE UNIT PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. INC. Dw6. BY: TJH CHw Br: RW Ho.: DeAxvr+31 6 29 00 GENERAL REVISION PH. 541.783.2057 NO. DATE BY HORIZONTAL CROSSECTIONS S -O.: REVISIONS _113, 2/3 & 313 813. sHBEC 3 of 7 i 1.15" MIN. EMB. 25 .15" MINI COUNTERSINK 4 SEE NOTE 5 11 SHT. 4 • 33 19 Y 4! 7 34 33 EXTERIOR � a 12 8 NY • a 28 SEE NOTE •� #1 SHT. 4 � ,t;•, , 23 33 27 Y INTERIOR " -z • Y • \ J . � INTERIOR n 2 34 SEE NOTE _ 9 30 " n 11 SHT. 7'- .25" MAX. z SEE NOTE OOR)ZONTAL L CROSS SECTION SHIM THK. 4 AT SIDEUTE TO BUCK. TYP. y1 SHT. 7 15 24 5 29 15" MIN. 3 4 COUNTERSINK 24 15 6 �a EXTERIOR 34 s�` 4 AT SIDES ITE TO LATCH JAMB'. TYP. i M SEE NOTE t , #1 SHT, 4 33 27 z NOTES: INTERIOR 9 1 SPACING FOR ITEM 133, WHEN USED TO �n _ ATTACH THE SIDEUTE TO THE SIDELITE JAMB IS AS FOLLOWS; FROM THE TOP DOWN 6" & 30 ". THE SPACING. FROM THE BOTTOM UP IS THE SAME 5 - %3i HORIZONTAL CROSS SECTION 28 AT SIDELITE TO HINGE JAMB. TYP. SEE NOTE 15" MIN. COUNTERSINK 30 11 SHT. 7 _ PRODUCT: IRODUCT NEVIUD DATE: 12101199 JELD –WEN STEEL r f �pr/b16 SOUZ.112 ",= i" JELD -WEN, INC. ! O DOUBLE WOODEDGE DOOR mwQ - 2 -i0 owc ay. TJH DOUBLE &SINGLE UNIT Q}�13�413 31725 HIGHWAY 97 NORTH eun aNC aue CHr, M' RW 2 11 08 02 GENERAL REVISION KMN CONSULTANTS. CHILOQUIN, OR. 97624 - 1 6129100 GEN REVISION TJH PART OR ASSEMBLY: INC DROVING ND.: PH. 541.783.2057 No DATE BY HORIZO TAL CROSS; TIONS 813.684.3831 W*Ct—d S -2004 ` REVISIONS 1�, 2/4 & 3%4 SHM 4 Of 7 SEE DETAIL F" H rc SEE DETAIL %G" O ep Z N r s° \ hl d h i-- 6" 6" --i 4" --"1 3" 3" 4" (J Q o • a 1 O 1 a • a • 1 11 1 1 lO. 1 Z h 00 � w = �. . T M TYP n M �' M p N J r. J . a x x a -wj M V IL LO IR 00 ^' TYP. 41� t2 m dip m Op C7 to to i to a E -LT M a� iu' D � ko �Q B 4 "� 3 3 i-4. e" DOUBLE DOOR W /SIDELITES ANCHORING LOCATIONS _z SINGLE DOOR ANCHORING LOCATIONS ch 4.5625"1 b — NN o N . V _ CONSULTANTS. INC' DETAIL "F 813.684.3831 ATTACH ASTRAGAL THROW BOLT DATE 12101199 STRIKE 'PLATE TO FRAME 4 AS SHOWN.MM1rRw16 scnLE N.T.S. -_ A014ftm 102- 2 . to MG. By: TJH bur CHK. BY. RW DETAIL »G„ er olumric No.:' HINGE DETAIL s -2004 ' sHEET 5 of 7 JELD -WEND Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING &8 UNITS WIAND IN/OUT SIDELITES i GENERAL NOTES 1; THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE- 1. 5. THIS SYSTEM MEET THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES ". SEE .NOTE BELOW DESIGN PRESSURE CHART. 6. THIS SYSTEM REQUIRES WINDSORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF, THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR 74.5" OVERALL MAX. FRAME WIDTH 36.625" MAX. PANEL WIDTH 36" MAX. PANEL WIDTH ru V.VCnALL MAX. FRAME WIDTH 36" MAX. 75.5" MAX. FRAME WIDTH IN/ASTRAGAL t4" MAX. PANEL WIDTH 14" MAX. V RTICAL CROSS SECTIONS I F MATERIAL PANEL WIDTH D PANEL WIDTH oz0 Fil Fil GJW X 2: ANCHORING LOCATIONS & DETAILS 6 ANCH R-tNG LOCATI NS & `GLAZING DETAIL w KNIT COMPONENTS Ls, IN- ACTIVE ACTIVE 1 0 Q� x J w a 6" MAX. ¢ low U W 0 , 4 o Z X a FviiCF11 ' > 6 �Fil 0 o w o0 A 6" MAX. Q D.L.O. in 41 G] n g o00 to to 0 ro p Z - h N ^ 4BUILaadG 1 D"LE 1 'ALL UMTS ARE VIEWED SINGLE W /SIDELITES 1S" Z N rn rn U ¢ o Z may, c\ W 0 15 2 C3 LOw O ^ Or 'n W Ld 0 �coV� 0 00° ci o �o 00 o a0 I m z� (Common to all frame conditions) OUTSWING UNIT FROM INTERIOR OUTSWING UNIT o W w Door f Construction. �w I 37.5" OVERALL 107' OVERALL MAX. FRAME WIDTH' z�= a W� Face sheets: 24 go. (0.020) minimum thickness, Galvanized steel 75.5" MAX. MAX. FRAME WIDTH 36.625" MAX. A -525 commercial quality - AKDO per ASTM 620 with yield' 36" MAX. FRAME WIDTH "nLU- PANEL WIDTH o�� strength Fy(ove)= 23,675 psi. 36" MAX. T4" MAX. PANEL WIDTH W' MAX. 0 ou0-, PANEL WIDTH W /ASTRAGAL a a ore e i n: Expanded polystyrene with 7.O to 1.25 tbs. density, PANEL WIDTH PANEL WIDTH by Jeld -Wen Inc. 4 Q Ponef,ConstrucGon; The active and inactive panels are constructed from 24 ga. (0.020" min.) galvanized steel. The face sheet top and bottoms are bent 90' over the top and bottom roils. The top roil consists of LVL measuring 1.57" z 1.042 ": The bottom rail is roll formed 0.021" galvanized steel measuring 1.67" x 1.21 with a 1.645" x 3.0" x 0.831" piece of pressed fiber board at each corner attached w 10.5" x 2.0" wire stoples. The sides of the face sheet are roll formed into the LVL latch stile and pine hinge` stile measuring 1.67" x 1.0 ". The interior covity is filled with polystyrene. The face sheets are glued to the polystyrene. Sash Construction: The sash is constructed from 24GA. (0.020" min.) galvanized steel The edges of the face sheet ore bent 90' over the polystyrene core and . glued to it. The sashes are routed to receive the OOL (HP Polypropylene - Thermofil -P6 30FMO391) & Trinity lite frames. The units are glazed with 0.125" tempered glass The lite frames are wet glazed on the exterior. Fr ame Construction: The frames are constructed from Pine jambs measuring 14.516,3' x 1.25 ". The head jambs, are mortised and butt joined to the side jambs and attached with (3) i6 go. 2" x 7/16" crown wire. staples. The units use a bump face threshold- measuring 4,041" x 1.0 ". The threshold is' attached 1AI rMl SHEET # Y F FEW FEE 3 x w�d V RTICAL CROSS SECTIONS I F MATERIAL DOUBLE ,W /WO SIDELITES (IMPERIAL ASTRAGAL) HORIZONTAL CROSS- SECTIONS oz0 Fil Fil GJW X 2: ANCHORING LOCATIONS & DETAILS 6 ANCH R-tNG LOCATI NS & `GLAZING DETAIL w KNIT COMPONENTS Ls, 4 0 1 0 Q� 6" MAX. ¢ ° FviiCF11 ' > � �Fil w o0 in 41 G] Ln o00 to 0 to the frame with (3) 16GA. 2 x 7/16 crown wire staples: or+suLTnan,',Nc 1 SINGLE 1 DOUBLE WLSIDELITES OUTSWING UNIT OUTSWING UNIT 613.659.9997 TABLE OF CONTENTS ' SHEET # Y F ED 3 x w�d V RTICAL CROSS SECTIONS I F MATERIAL DOUBLE ,W /WO SIDELITES (IMPERIAL ASTRAGAL) HORIZONTAL CROSS- SECTIONS oz0 o S ANCHORING LOCATIONS & DETAILS 6 ANCH R-tNG LOCATI NS & `GLAZING DETAIL w KNIT COMPONENTS Ls, 4 0 6" MAX. ¢ ° w ' > D:L.O, g w o0 in 41 G] Ln o00 to 0 p Z - h N ^ 4BUILaadG to the frame with (3) 16GA. 2 x 7/16 crown wire staples: or+suLTnan,',Nc 1 SINGLE 1 DOUBLE WLSIDELITES OUTSWING UNIT OUTSWING UNIT 613.659.9997 TABLE OF CONTENTS ' SHEET # DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 V RTICAL CROSS SECTIONS I F MATERIAL DOUBLE ,W /WO SIDELITES (IMPERIAL ASTRAGAL) HORIZONTAL CROSS- SECTIONS 4 HORIZONTAL CROSS SECTIQNa & NOTES S ANCHORING LOCATIONS & DETAILS 6 ANCH R-tNG LOCATI NS & `GLAZING DETAIL 7 KNIT COMPONENTS DESIGN PRESSURE RATING (WHERE WATER INFILTRATION• REQUIREMENT IS NEEDED) UNIT, TYPE POSITNE NEGATNE SINGLE W /WO SIDELITES +66:7 psf -70.0 psf DOUBLE W /WO SIDELITES (W(NDJAMBER 11 ASTRAGAL)'- +66.7 psf,,,-70.0 psf , DOUBLE ,W /WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psf' -57.0 psi PRODVCTREVIUD DATE: 09/17/01... ssaaPfyk M�t4ihride SCALE. N.T.S. Beb�a�tktle MG. er: TJH 'aDIeP2-t 1:18.. Exyes Cm. BY: RW gy oRAWNG No.:. D tCaelnN S- 2104. SHEET 1 OF 7 MIAMI MIAMI -DADE COUNTY, FLORIDA -' METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305)375- 2908 NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 { 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 n6t 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 "Jell- Wen®" 6'8" W/E OUtswing Opaque Insulated Steel Door w /wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No. S- 2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6 -8 Unit ", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11 /01 with revision 3 dated 10/22/02, 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 4 following statgment: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 4 RENEWAL of this_NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 1218.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. NOA No 02- 1211.18 Expiration Date: August 15, 2007 - -� 0, 2003 Approval Date: January 3 ' Page I I 1 ,' ITEM 1 DE5CHIPIIUN N A 2 30 ° Head 'amb 1-1/4 x 4 -1 2" Wood Jamb – PINE 4 y. 5 N A 6 9 X 'f'' PFH wood screw (hincle to frame 31 8 x 3 PFH wood screw 8 10 x 2 PFH wood screw 9 1 4" to con 1 – 1 4" into mason ITW BUILDEX TAPCON lWA ff 90-1 ELCO TAPCON NOA # 97- 073115 __ 10 NIA -- 11 1.15" rain. emb. Bum er threshold 1 –1 4 x 4 5 8 'x 5 8 extruded alum 13 Compression weatherstri Schlegel Q -Lon ODS 650 14 Extruded Aluminum Astragal Imperial ff ANH 15 9 x 1" PFH wood screw 16 Face sheet 249a.(-020 thk.min galy.stee l A -525 F = 24,600 si. 17 N A 18 To Rail wood 1.67" x 1.042" 19 Bottom Roil wood 1.067 x 1 065" 20 21 22 Side the wood 1.067" x 1.04 " laminated veneer lumber Wood lock reinforcement 1.67 _x 2.75" x 4.75" Astragal Throw Bolt Steel .31" dio peter 19:25 Ion } __ 23 N A 24 N/A 25 N/A 26 Astro al Reinforcement Plate_ – located top and bottom of Astra of 1.125 wide x 18.0 Ion X .060 thick steel Attached. with 6– flb x I PFH Wood Screw 27 Kwikset titan series lock f 200. 2$_ Kwikset._titan series deadbolt # 600 29 . 8 X 1-1/2" PFH WS 30 Masonry wall 31 2x wood. buck' 32 Expanded Polystyrene LO to 1.25 lb. Density __ DYLITE MEO. BY JELD –WEN 33 34 1/4" max. Wood lock reinforcement (1.67 x ?_.75" x .1_1.8/5 18 E T 13 N w w E R T a o P . ° w R i Q ° E w o p R 0 ro o z R o ED m 16 ro M rh � G, ro ^ m I a, — _ ,.ED H aw = l7 F- S U ED w X 1.75" Ed Li W W z w z - ¢ ¢ o_ a_ d X x X ¢ x ¢ E ED 0 ° ° 13 12 19 _ - 1.'0" ITEM 1 DE5CHIPIIUN N A 2 Hinge famb,'(1 -1/4 x 4 -1/2" Wood Jamb) -- PINE 3 Head 'amb 1-1/4 x 4 -1 2" Wood Jamb – PINE 4 4 x 4 butt hin es 12 0.:097 C.R. STEEL 5 N A 6 9 X 'f'' PFH wood screw (hincle to frame 7 8 x 3 PFH wood screw 8 10 x 2 PFH wood screw 9 1 4" to con 1 – 1 4" into mason ITW BUILDEX TAPCON lWA ff 90-1 ELCO TAPCON NOA # 97- 073115 __ 10 NIA -- 11 N A 12 Bum er threshold 1 –1 4 x 4 5 8 'x 5 8 extruded alum 13 Compression weatherstri Schlegel Q -Lon ODS 650 14 Extruded Aluminum Astragal Imperial ff ANH 15 9 x 1" PFH wood screw 16 Face sheet 249a.(-020 thk.min galy.stee l A -525 F = 24,600 si. 17 N A 18 To Rail wood 1.67" x 1.042" 19 Bottom Roil wood 1.067 x 1 065" 20 21 22 Side the wood 1.067" x 1.04 " laminated veneer lumber Wood lock reinforcement 1.67 _x 2.75" x 4.75" Astragal Throw Bolt Steel .31" dio peter 19:25 Ion } __ 23 N A 24 N/A 25 N/A 26 Astro al Reinforcement Plate_ – located top and bottom of Astra of 1.125 wide x 18.0 Ion X .060 thick steel Attached. with 6– flb x I PFH Wood Screw 27 Kwikset titan series lock f 200. 2$_ Kwikset._titan series deadbolt # 600 29 . 8 X 1-1/2" PFH WS 30 Masonry wall 31 2x wood. buck' 32 Expanded Polystyrene LO to 1.25 lb. Density __ DYLITE MEO. BY JELD –WEN 33 34 1/4" max. Wood lock reinforcement (1.67 x ?_.75" x .1_1.8/5 ft(81o' 684 TI 831 'WOOD OR . 4 cJ /H" .` DATE: 9/25/00 MASONRY SUBSTRATE 1.15" All I n,pl >mQwimmc scn E N T.S (TYPICAL) E #8 PFH WS IN WOOD SUBSTRATE (MIN EMB) H r I nmdmg(n ovc. av TJIi 7)R nl G. // TAPCON TfPE ANCHOR FOR MASONRY SUBSTRATE (MIN 1.25' EMB.) cHK. ©v RW Mi—I Wk PmAucl ylrnl DRAWMG NO. UI / ttv DC9921 n 511EET 5 OF 6 1 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS A Z z MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE W z F=- N 0 ,7 ANCHOR TYPE LOAD PSF MAX. (SEE PANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE i) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP T (SEE NOTE 1) CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION (IN.) GREATER THAN 30' ABOVE NOTE 1) TYPE TYPE TYPE TYPE TYPE TYPE 1' 2 3 1 2 3.1 2 3 1 2 3 1 2 3.1 2 3.1 2 3 11 11 48 12.5 12.51 12.5 1 12.5 9 8 12.5 5 6.25 12-5 12.512.5 5 12.5 11 12.5 12.5 7 11 11 Cl 62 12.5 12.5 10 12.S 5 6.2S 12.5 3 S 12.5 12.5 12.5 12.S 7 10 12.5 Z. 8 2 -7/8 1/4 -0 ITW TAPCON W/ 72 12.5 10 9 12.S 4 ,5 12 3 4 12.5 12.5 12.5 12.5 5 9 12.5 3 7 92 12.5 6.25 7 12 3 4 9 6.2S 3 12.5 7 11 12.5 3 7 12 8- 5 5 72 1 -1/2° MIN. EMBEDMENT 5 6.25 230 8 4 3 8 3 3 8 92 3 10 4 4 10 3 4 10 2 -3/8 4 w 0 U 2 1/4"0 ELCO MALE/ FEMALE "PANELMATE•• W/ 48 12.5 12.5 11 12.5 6 7 12 3 S 12.S 12.5 12.5 11.5 6.25 8 ITS 4 6.2S 62 ITS 10 B 12 3 5 9 4 12.5 10 10 12 3 6.2S g 5 72 12 S 7 7 10 4 8 3 12.5 7 8 10 3 5 8 4 p U 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE 92 12.5 4 6 8 3 6.25 12.5 4 6.25 8 4 6.25 3 uj SCREW OR WINGNUT 230 5 5 5 5 5 5 CL 0 O 48 12.5 12.S 12.5 12.5 12.5 10 12.5 8 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 62 12.5 t2.S 12.5 12.5 7 8 t2.5 5 6.25 t2.5 12.5 t2.5 t2.S 9 12.5 12.5 6.25 10 � Z 1/4 -0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 72 12.5 1TS 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 7 11 12.5 5 9 92 125 8 8 12.5 4 5 11.5 3 4 ITS 10 12.5 12.5 5 8 12.5 3 7 230 11 3 11 3 11 3 12.5 3 6 12S 3 6 12.5 3 6 48 6256256.25625625625625 4 6.25 6 25 6 25 6.25 6.25 6.2S 6.25 6.25 4 6.25 62 625625625625 4 625625 S 6,25 6.2S 6,25 6.25 4 6.256.25 6 1/4-0 POWERS ZAMAC NAIL -IN 72 6 25 6 25 6 2S 61S 3 5 6.25 4 6.25 6.25 6.25 6.25 3 6.25 6.25 5 92 6 25 4 6 25 6 2S 4 6 25 3 6.25 4 6.25 6.25 5 6.25 4 W/ 1 -V8- MIN EMBEDMENT 230 5 5 S 6 3 6 3 6 3 48 12.5 125 7 9 3 4 7 3 12.5 12.5 10 11 -4 6.25 9 5 62 11 625 5 7 3 5 12.5 8 8 9 5 7 4 72 10 4 4 625 3 5 12 S 7 7 4 6 3 114 -0 ITW TAPCON W/ MIN EMBEDMENT g2 1 3 5 /� 4 9 3 5 6 3 4 230 3 3 3 4 / 4 4 Y 48 12.5 12 S 11 12.S 6 7 12 3 5 12.S 12.5 12.5 12 5 6 25 8 12.5 4 6.25 U O 62 12.5 10 8 12 3 5 1 9 L. 12.S 10 10 12 3 6 25 9 S m w W U 1/4-0 ELCO MALE/ FEMALE -PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 72 12 5 1 7 10 4 8 3 t2 5 7 8 10 3 5 8 4 92 12.5 4 6 8 3 6.15 12.5 4 6.25 8 4 615 3 230 5 5 5 5 5 5 0 U n �- 'h' ��Ji/n', 48 12.5 12 -S 9 12.5 5 6 10 3 4 12.5 12.5 ITS 2. 6.25 9 12.5 4 7 62 125 9 7 10 3 4 8 3 12.5 11 11 2. 4 7 10 5 3 ��jJ 72 125 6 6 25 9 L. 7 3 12 5 7 9 11 3 6 8 4 O J J O = 1/4 -0 POWERS CALK -IN w/ 7/8- EMBEDMENT b 1/4 -20 STAINLESS STEEL MACHINE SCREW 92 11 3 5 7 3 5 125 4 7 8 4 1 3 230 4 4 4 S 3 5 / 3 5 3 48 625625625625 4 625625 5 62S62S625625 5 62516 2SI 3 6 62 625625625625 5 625 4 625625625625 3 6 625 L 1/4 -0 POWERS 62 6 25 5 6.25 6 25 4 6 3 6 25 S 6 25 6 25 5 6 25 4 ZAMAC NAIL -IN W/ 1 -1 /e° MIN, 72 6 25 3 5 S 3 4 6.25 3 6 25 6 25 4 5 3 EMBEDMENT 230 4 4 4 4 4 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS A Z z MIN. 3/4' EDGE DISTANCE w Z I) 0 1- to ANCHOR TYPE LOA ) D PSF MAX. (SEE NOTE 1) SPANS UP T 5' -6" (SEE NOTE 1 SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE w LESS THAN 30' ABOVE GRADE INSTALLATIONS E POSITIVE MAX. (IN.) GREATER THAN 30' ABOVE 2 DESIGN 1 2 3 1 2 3 1' 2 3 > W 48 11 11 11 11 11 7 11 8 5 NO MIDSPAN BOLTS OR 62 11 11 8 11 7 5 11 5 4 2 -1/4 1/4 -0 WOOD LAG W/ 72 11 11 7- 11 6 4 11 4 3 1 -3/1 MIN. i`HREAD 92 11 8 6 11 `4 3 11 3 N/A 2 -7/8 PENETRATION SHEAR PARALLEL OR PERP. p O TO WOOD GRAIN 230 11 3 -1/2 1 -1/4 11 50.0 8- 5 11 2 -3/8 3 -1/2 O 3 � 4.8 61S 6.25 61516.2S 3 -1/2 4 1 6 6.25 3 4 62 6.25 6.25 6.2S 6.2S 5- 7 4 6.2S 3 -1/2 3 60.0 8- 5 5/16"0 O.D. BRASS 72 6.25 5 6.25 6.25 8- 8 4 6 3 -1/2 3 WOOD BUSHING W/ 92 6.25 3 4 6 3 4 2 -1/4 2 -3/8 3 -1/2 114 -20 SIDEWALK BOLT (3/4"0 HEAD) w/ 230 4 4 4 3 3 3 -1/2 1" MIN. EMBEDMENT ANut ul-{ NU 1 t5: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO: 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, - TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10.*ArDESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. T MIN. SEPARATION FROM GLASS SCHEDULE A Z z i3 U - - B ui w ; MIN. SEPARATION FOR INSTALLATIONS MIN. SEPARATION FOR L w LESS THAN 30' ABOVE GRADE INSTALLATIONS E POSITIVE MAX. (IN.) GREATER THAN 30' ABOVE 2 DESIGN PANEL GRADE (IN.) SYSTEMS 1 & 2 SYSTEM 3 = U LOAD (W) (P. S. F.) LENGTH (F T. - IN.) > W aim N W z _ _ Y MIDSPAN MIDSPAN NO MIDSPAN BOLTS OR - z >� Q o TUBE BOLTS TUBE REQUIRED ALL CONDITIONS Wo 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 v 40.0 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 3 -1/2 1 -3/4 11 -0 3 3 N/A 2 -7/8 5- 7 2 -114 2 -3/8 3 -1/2 1 -1/4 50.0 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -7/8 8- 8 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N/ A 3 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 60.0 8- 5 2 -1/4 2 -3/8 3 -1/2 2 8- 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/ A 3 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 70.0 8- 8 3 3 3 -1/2 2 -1/4 9- 9 3 3 N/ A 3 N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES. APPROVED AS COMPLYING WITH THE SOVrH RORIDA BUILDING CODE DAT 21 �U O BY PRODUCT CON L DIVISION BUILDING CODE COMPLIANCE OFFIC& AC4EP. iANCE NO. T - O 4t 91 UO ( 2 Z z i3 U - - _ ui w U g r- w i�i7 W 0 U ¢0 w S 0 U e A J Oa Nm U U. w $ = U U¢ Q w W > W aim N W z _ _ Y - z >� Q o W� Wo z w ; Yo v W Lll o 1 NQ z 'COO Z0, (rU >0 -,, Q OZ Q CO c) �Jco J� �U7NLLQ'' Q� <_j VI 0 W ZU00 N Fr z'06 QJ -,n 4a(0 (� LLI LL 0 u W 0 0 r N N CL V.J. KNEZEVICH PROFESSIONAL E I EE FL L�cen No. PE 0 0 83 dak 67/19/99 . cad. dr s.�n by AS NOTED me dts�gn by Ch�c�.-d b VJK VJK dr ♦..mq no. 99 -_097_ Sneer 4 of 4 MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No. -.. ._� _ 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 Show 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 work. 01 61 Owner's, Name and Address..._...___ -+-'' 1 . y-1 - --•. -- . -. No. `'.� _.. Street .,L _. ✓��f . Registered Architect and /or Employing Plumbea''s Nwe Location and Legal Description Lot __.__ _ _ _-. Block ___�_. Subdivision..___.. _.._�. Street and Number where work is to be performed -No. State work to be performeS and purpose of budding (By Floors)__._. Remodelin Addition______--__.. -_...... Repairs.__.__ L'- _.-- .......... No. of Stories......_...... -- - -• New Building-- __._.�-------- ...._..__ g�_._.__ -.�__ . Size Septic Tank . -_.__— Type of Tank -- ---------- ------ — ._.____-_--- _._. -- Capacity Gals•- ._.__..._ -. Feet of Drain Tile_ _-- _ - -_ -• Feet of Tank or Drain Field from Well..._ Nature of Water Supply: City-Well. __.___ ---- - -_Size of Soakage Amount of Permit (Signed) -- - - - - -- - - -- -- -------- - Plumbing Inspector. 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 59W, Compiled General Laws of Florida Permanent Supplement, and has com- plied 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 u_ blic notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on �Wbe under this permit, as are licensed by Miami Shore Village. ( Signed ) STATE OF FLORIDA, ( 80. COUNTY OF DADE. umber. 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 swoon, upon oath deposes and says that he is the-_.._..._. __...-- - -__ -. _ _...._._..__.......... ...._.. of the above described construction, that be has carefully read the foregoing application, and that he did sign the same, and that all facts therein by hire stated are true. My Commission Expires Notary Publie, State of Florida NOTE: A re-inspection fee of $1.00 will be sonde whm mmb n4awsad m it made aaorasasy by improper notion for Jospection, or fadb materials Sad /or warloaanship. LAVA • SLOP LAUNDRY CATCH FLOOR DRINKING TOTAL BATH CLOSETS Tune SHOWERS TORIES SINKS SINKS Tuns URINALS BASIN DRAIN FOUNT'NS FIXTURaa CONTR. LIST CHECK SEPTIC 8EWER DRAIN SOAKAGE GREASE' GOLAN DEEP SPRKLR. aWIM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL COMM LIST CHECK Size Septic Tank . -_.__— Type of Tank -- ---------- ------ — ._.____-_--- _._. -- Capacity Gals•- ._.__..._ -. Feet of Drain Tile_ _-- _ - -_ -• Feet of Tank or Drain Field from Well..._ Nature of Water Supply: City-Well. __.___ ---- - -_Size of Soakage Amount of Permit (Signed) -- - - - - -- - - -- -- -------- - Plumbing Inspector. 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 59W, Compiled General Laws of Florida Permanent Supplement, and has com- plied 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 u_ blic notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on �Wbe under this permit, as are licensed by Miami Shore Village. ( Signed ) STATE OF FLORIDA, ( 80. COUNTY OF DADE. umber. 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 swoon, upon oath deposes and says that he is the-_.._..._. __...-- - -__ -. _ _...._._..__.......... ...._.. of the above described construction, that be has carefully read the foregoing application, and that he did sign the same, and that all facts therein by hire stated are true. My Commission Expires Notary Publie, State of Florida NOTE: A re-inspection fee of $1.00 will be sonde whm mmb n4awsad m it made aaorasasy by improper notion for Jospection, or fadb materials Sad /or warloaanship. 77 I SHORES VILLAGE LDING INSPECTION DEPARTMENT APP ATION FOR BUILDING PERM 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 - - - --- --- - , 19 Owner's Name and Address-- - - - -,1 ` __v__'_ - - -- - -_pp - - -- -- - - -- - - - -- -_ NoYa_D__ Street-- _,_! Registered Architect and /or Engineer - -.e- - - -- ---- - - - - -- - - -- - - - - - -- - - -- - -= - Name and address of licensed contractor- - - - - -- -- -- ---- - - - - -- -------------------------------- --------------------------------------- -- - -- - --- Location and le� descri tion of lot to be built on' Lo d 1 - - - -- Block ��" �_ - — ------ - - - - -- - -__ ubdivisio _ - -- - /=(�+( Street and Number where work is to be done -- - AA/- rr - - -- ----- - - - - --- State work to be done and purpose of building (by floors) __- ------ ___ -lJC_ - - - -- 1____�L -- _- __- _.___�- - --- -- - -- ----------------------------------- - - - -- - - -- - - ---- --------------- -------- - - - - -- 04166 - ---- -- --- ----- - - - - -- - -- -- - -- - -- - - - - ------------------------------------------ -- - -- - -- f.,[E� ' - ------- - - - - -- -- - - -.and for no other purpose. New Building - -�� S___ -_ Remodeling-------------------------- Addition----------------------- _- Repairs_ - _ No. of Stories- — -- - - -_ _- To be constructed of__ -�, - - - - -- Kin�OLO un on a %�- e- R - - - -- R C� eing - --- L ,< </ _! CJ U Estimated Total cost of unprovements $ _ Amount of Permit W,33 _ y/r �- Zone cubage required �G,l®0 - - - -__ lan Cubage_____ ;Ov �� P - -- - -- Distance to next nearest building____ -- B __- ____________Size of-Building Lot__________ ____ 43_`r__ ----- � - _ ----------------- Maximum live load to be borne by each floor--------------------------- - - - - - -� - --- ---- ------ ------------------------------ - - - - --- - -- -- - -- - -- - -- I hereby submit all the ulans and spec fications said , ding. All notices la h referent to the building and its construction may be sent to - - -- 0 _ f •� `" "•� 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 Suppplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors empployed 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 suc.1_Wjbaoa4yaQLprs, on work to be rfo under this permit, as are licensed by Miami Shores Village. Remarks-- - - - - -- --------- -- - - -- --- -- - - - - -- - -- - - - - --- -- -------- ---- - - - - -- ( Signed ) 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--------------- - - - - ------------ -- - ------------------------------------ - --- -------- - - - - -- --- ----- - - - - -- -- -- - - - -- — - -- - ----- - --- -- - - - -- - ------ -- - - --- ---------------- - ------------- ----- ------- --- - - - - ------------------ --------------------------------------------------- - - - -to me well known, and who, being by m u worn, upon oath deposes and says that he is the_____ ___ ______ _______ __ __ _______ _ _ __ __ _____ __ __ -_ _ __- .- _- ________ of the above des ' ed constructio that he has arefully read the foregoing application, and that he did sign the same, and that all facts therein by him ated are I uue. Permit No.___ = - -_ ________ _Date ___ ad, Sworn to and Subscribed before me. Disapproved -- - ----- - - - - -- - ----------- Date --- - --- - - - - -- - - -- - - -- Notary Public, State of Florida (Si ed) - - - - - -- ----- -- ---- - - -- - -- -- - - - -- Building spec or My Commission Expires ------------ _------ --- _ ------------ - -_ -- PLANNI BOAR ---------- - - - - -- -- - - - - -- -------------- - - - --- -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. (�'A_ MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING "mli1T G'7 Permit No. `-.. Date - r 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 work. Owner's Name and Address_ �__! _X ___ - ) _1_ k - - -- __ ___- ____________—._._______ - - -- No -- ------ ------- - - - - -- Street_�V -- ---- -. -� -- -. -- Registered Architect and /or Employing Plumber's N -- - - - - - -- - - - - -- -- lr� i Location and Legal Description Lot------ I------------- - -- - -- - ---- Block__ .— ----- — ---------- __ - - - - -- Subdivision fi r / i Street and Number where work is to be performed —No __ _� -�_._ _._�___ -- Street/ r _- _______ `___ State work to be performed and purpose of building (By Floors) r� d Jr -------------- f i -� __ -- -- -. -_ -„ - --- - ---- .------------- __._�Lr._ -- - t �- -• -- - - - -•- New Building -------- ------ ---------- --------- Remodeling ----- -- ----------- -- --- - --- Addition ---- r__- .---- ----- --- --- Repairs ---- ----------------------- No. of Stories -_ _---_------- ....... SizeSeptic Tank------------------- -- --- ------------- ------- - - - - -- -Type of Tank ---------------------------- --- -------------------------------- Capacity Gals. - --- ---- -- --- - - - -- -- -- - - - --- Feet of Drain Tile --------------------------- -- ----- - - - --- - -Mt. Feet of Tank or Drain Field from Well .. __.............. - -. - -- _------- .---------- •-- - -. - -- ----------•-------..----------•-- Natureof Water Supply: City - Well -------- — ----------------- - ------ - ----------- - -- ------- Size of Soakage Pit ------------------------------------------------------------------------------------------ -- - - ---- - - - - - - -- — �- -- Amount of Permit - - -- -`=-- — -- (Signed) - - _- - Y - -- _ r bing Inspector. 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 lids com- plied 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 sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. A� n (Signed) =mod - - - Master Plumber. STATE OF FLORIDA, COUNTY OF DADE. 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. - — _— ----- ---- - -- --- My Commission Expires Notary Public, State of Florida NOTE: A re- inspection £ee of $1.00 will be made when such re- inspection is made-necessary by improper notice for inspection, or faulty materials and /or workmanship. BATH SHOWERS LAVA- SINKS SLOP LAUNDRY URINALS CATCH FLOOR DRINKING TOTAL CLOSETS TUBS TORIES SINKS TUBE BASIN DRAIN FOUNT'N6 FIXTURES CONTR. LIST CHECK SEPTIC SEWER DRAIN .SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL I� CONTR. LIST - -- CHECK SizeSeptic Tank------------------- -- --- ------------- ------- - - - - -- -Type of Tank ---------------------------- --- -------------------------------- Capacity Gals. - --- ---- -- --- - - - -- -- -- - - - --- Feet of Drain Tile --------------------------- -- ----- - - - --- - -Mt. Feet of Tank or Drain Field from Well .. __.............. - -. - -- _------- .---------- •-- - -. - -- ----------•-------..----------•-- Natureof Water Supply: City - Well -------- — ----------------- - ------ - ----------- - -- ------- Size of Soakage Pit ------------------------------------------------------------------------------------------ -- - - ---- - - - - - - -- — �- -- Amount of Permit - - -- -`=-- — -- (Signed) - - _- - Y - -- _ r bing Inspector. 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 lids com- plied 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 sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. A� n (Signed) =mod - - - Master Plumber. STATE OF FLORIDA, COUNTY OF DADE. 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. - — _— ----- ---- - -- --- My Commission Expires Notary Public, State of Florida NOTE: A re- inspection £ee of $1.00 will be made when such re- inspection is made-necessary by improper notice for inspection, or faulty materials and /or workmanship. 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 m 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. i y� Date -- Ovn*'s Name and Address - - -- - Shop ' -------- No..._ 269- Id.E Street - - - -- 10 rd St. Reg2ikered Architect and /or Engineer_-- - - - ---- - - - --- - - - -- - -- - - --- ---- ----- ------ - -- - -- - -- - - - - -- -- - -- - - -- Name and address of licensed contractor_ 13R.FDY R00FI!_r- & SHEET ETAL -INC. 2955_ -N- `'T- 73rd St- Location and legal description of lot to be built on: Sy Lot -- ------ - - - - -- ---- - - - - - -- ------- -- ---- Block-- -- - - -- ------- - -- Subdivision_ ------------ -- - - -- ------- ----------- -- -- - - -- - - - ----------- Street and Number where work is to be done_______ - __ 269__ ` •___F ____103rd_ St. Reroofi � 28 S s . q State work to be done and purpose of building (by floors) ------------------------------- -------------------- __------- -- --- ______•- _- - - -_ - - ----- I ------- - - - - -- ------------ - --------------- - -- - - - - -- -- - - - -• - ----- - -- - - -- - - - -- -- - -- - - ---- _---- ------ ------ - - - - -- ------------------------ and for no other purpose. New Building --------- ------ ------------ . Remodeling-- - - -- -- - - -- _. Addition_ ------------ - -- -- __ Repairs --------------------- - - -- No o{,$tories_ -. -- --- --- -- -_ -- ,tL'-y�,YY To be constructed of----- ---- ----- --- --- - - -- - -- Kind of foundation -.- -------------------------------------------------- ------ Roof Covering__ up _$ - -- gravel,_ ___ -- Estimated Total cost of improvements $___193_ 0Q__________ __ _____________Amount of Permit $_6.00 ---------- ------ - - - - -- -- - - - - -- ------ - - -- ---------------- -- Zonecubage 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 the plans and specifications foi said building. All notices with reference to the building and its construction may be sent to-- -- - - -- - - -- -- - - - - - -- - -- - - -- The undersigned applicant for this building permit dqc hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Sec :ion 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 emplo by him in the work to be performed under this permit; and will post or cause to be posted for inspectio -on the site of the work such is notice or notices as are required by the Act. The undersigned agrees to employ only such s contra s, o ork to be perf under this permit, as are licensed by Miami Shores Village. Remarks -- -- - - -- -- - - . - --- -- ------ ----- - - - - -- - -- -- (Signe STATE OF FLORIDA, COUNTY OF DADE. Before me, he undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared. ------ ---- - -- - --- - - - --- - -- - -- -- - - -- - ---- - - --- -- ----------- -- - - - - -- - - - - -- ---------- - - - - -- -------- ' ---- - - -- ---- - - - - -- I -- - - - - -- - - ------------------- - - - - - -- - - ------------ -- ---- - --- -- - -- ------ -- ---- - - - --to me well known, and who, bein by me first duly sworn, upon oath deposes and says that he is the_ ________ _____ ___ ------------ ----------------------- of the above escribed 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 ------------ 4' _________ Date___ -------- t -. -_ Read, Sworn to and Subscribed before me. Disapproved - - -- - - --- --I-- -- --- -- -- -- Date----- - - - - -- - -L - - - - - -- - -- -- -- - ---- - ,_ " Notary Public, State of Florida ( Signed) --------- Building Inspe for My Commission Expires__ __ __ ----- _ .. ........... _ ....... ______________ PLANNING BOARD.- _- . - -- __ ------------ DATE Chairman _______ _ _ Member Member------- -- -- - - - - -- - - -- -- - - - - - - -- __1 -- -- -- - -- -- -- - - -- - - 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. �` MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICSATION FOR BUILDING PERMIT Application is hereby made for the approyal 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. •� / , 19.3 r� ` p _ Owner's Name and Address. �?R..4� .... ... .. . . ............................ No...w�i.-6.1.. - -- - -- Street.o,. .., .1.. .. Registered Architect and /or Engineer...-.. _. -.. __........ _.ryy� - - - --.-----------•• - Name and address of licensed contractor._ _...._.. .!__ 3 Zse /'_ ---- Location and legal description of lot to be built on: Lot.-- -- ------- - - - - -- ------- ------ ---- - - -- -- Block --- - - - - - -- -- -- ......----- •..... Subdivision ................................ _ Street and Number where work is to be done. .... _1P._ .. _._._! _r_ _d-...,[.-__S. ..................................... _..__.......................... State work to be done and purpose of building (by floors) -------------------------------------------- ---------•••-----------------------------•-----•----•---•-------------------------------- ...... i`=..----•-•F------------ •--- ----- -- ------- �.e: :_.- ---- - -- - - -- ---------------------------------------- • ------- -- •--- - - - - -- -----------------------•-------------- ------------------------ ••• - -- -------------------------------------------------- and for no other purpose. New Building ----------- _. ................ Remodeling --------- ----- ......... Addition-. ------------------------ Repairs-.-..-. ------- ----------- No. of�Stories To be constructed of -------- - •- --- - - - --- - - - -- Kind of foundation ----------------------------------- ...--- •---- •-- -- - - - - -- - - - - -- Roof Covering ._........��_r1- Estimated Total cost of improvements $ ------ F-a_U--:._- - ------ --- --- - -- Amount of Permit $... ------------------------------------------------------------------------------- Zonecubage 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 the plans and specifications for said building. All notices with reference to the building and its construction may besent 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 Sup >lement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employe 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 subcctors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks---------------•--------------------------------------------------- ----- ----- --- ---- -- --- - --• -- (Signed) - -.. .. -`-" -- -•-- •- --- 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 ............. ---------_-_---------------- ............ 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. CC Permit No --------- _2___` ____s --------- Date._ - Read, Sworn to and Subscribed before me. Disapproved- - --- Date - - -- -- - - ------ -- - - -- -------------------------------------------------------------------------------- Notary Public, State of Florida ( Signed) --- - -- - -- -- -- - --- --------- - _� - -- ------- ---- - - --- - ---- --- -- •-- ----�----------- ading Inspector My Commission Expires ------------------- ------------------------------------------------ PLAPQNING BOARD ----------------- - --- --------------------------------- DATE Chairman----- -- - - - - -- -------------------------------- - --- ---- ---- -- ---- - - - --- -•- - - - - - -- •-- -- -- -- Member ------------------------ ...................... --- .........----- -- ••• - - - - -- Member--------- -•----• - -_ ....---- ---- ----------- •-----•- ---- ---- -- ------------ -- - -- - -- -- -•-- - -• -•- Member Member_ - --- -----------------------•-----•--.....----•--•------------------------------ ••----- • - - -_. Member ---•---•----•----------•---•----------•---------------••---------•---•••-•••---•--••-------------- CouncilApproved-----------------------•----------------- -- ----- ------- ------- -- - -- -- -- --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 91.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N0 74 Miami Shores Village, Fla., Owner, Agent or Tenant of Building Lot Block Subdivision Street Address Approved use by occupancy Remarks: This Certificate of Occupancy is issued to the aboye`°named for building at above named location only upon the jexpresg provision that the applicant will abide by and comply with all conditions of Ordinances No& 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling off. buildings or structures. - a i I t - > =6N LOAD CAPACITY - PSF W y Vr . �;i•Gy£ }{UNC 1fIND0AS (1 OVER 1) /4' 9 t 2 3118- -ANN. GLASS 3/16" -TEMP. GLASS XINDOX DPlc- -EXT. INT. C -) EXT. C•) VIDTH HEIGO C•) 60.0 12t.0 19 -1/8' 60.0 121.0 60.0 121_0 28 -1/2' 2ir 60.0 121.0 §0.0 89_8 37' (3) - 60 .0 89.8 fi2.6 60.0 62_6 53-1/8 60.0 121.0 60.0 121.0 19 -1/8' 60.0 113.3 bO.Q 113.3 26 -1/2' 38 -3/87 60.0 81.1 60.0 8 1.1 37' (4) 60.0 60.0 55.5 60.0 56_5 53 -1 /8 60.0 � 121.0 60.0 { 121.8 19 -1/8' 107.3 60.0 { 107.3 25 -1/2" S0 -5/5' 60.0 7 g F-0.Q { 76.9 37. (5) 60 0 60.0 { 53_5 53 -1 /8 { 121.0 60.0 ! 121_0 19 -1/5' .0 { 97.0 60.0 { •57_8 ,. 25 -1/2' SS' 60.0 E9.5 60.0 6�.5 37• (5) 60.0 { 43.4 53.7 { 48 -4 53 -1/5 54.4 60.0 { 121_0 19 -1/5' 60.0 121.0 100.3 60.0 , i 0 3_5 60.0 { 150.0 73.4 37' (6) 49.3 54.5 { 51_6 53 -1 /8 60.0 121.0 E0.0 I-0. 19 -1/8' 55.2 60.0 ' t 025 26-1/2* 60.0 74 -1/4' { 64.5 63.0 { 73_4 37' - (7) 60.0 4 5.7 45.7 53.1 { 53_1 Iti PARENT ESiS INDICATE N-j. Cl "CH"--RS FER J'+:'•3. s N0. DATED 12 -22 -97 :S G:: LC_- S - 150.0. -50.0 FSF h ,TER 1t.- IL7Z.+T,Cti TEST 9.0 FSi• 7:STED GLASS •, ,t, /t5'- aI c. •,� -{ � 21/2 --T 9 2•Z,' = { W y Vr s 1/4• .-�- /4' 9 t 2 � 7 1/2 7 1/2' 6 2/4' z •,� -{ � - --T 9 2•Z,' = { W y v 1 6 1/4 I 3 Lin C •�i .- J /4. 9 t 2 � 7 1/2 6 2/4' z ' 5 5/3 9 t 2 � - 6 2/4' z _1/4' t 7 2/2 + Vol 4' 2' I 7 1/4' --i 'r 11Z 12' u 3 n a ANCHOR SPACIrIG AT JAMBS FOR vARIOUS HEIGHTS 9 1 2 ' y ' 6 1/4 9 t 7 1/2- I i + 7 1.•a it T 11 1/4' I{° 10 3/4' _ -i I' 2' I 9 .3 V ^j -� 7 1/2' h CEt, i ER A.NCHC3 o HEAD & SILL REOD. ON 3'N W,r.DOv.•S O`'LY ALL Sw ;1ER WIDTHS USE 2 ANCHCRS FER H:s7 /5ILL 53 1/8' TYPICAL ELEVATION 1 OVER 1 T-S-ED UNIT 6 1 /4 "MtX. N TF 1, TH+S PRODUCT IS DESirsED TO GCurLY *-.17H 71;E HIGH ti'ELCCti l ZONE CF 'TriE 2001 FLCF:CA E'J', '4'G COLE. .y ALSO FOR W »N3 LOADS AS PER ASCE 7 USING COF.RESP' N' *iG LC.&iS. 2. 1wOOD BUCKS BY OTHERS. 1.+UST HE A.tiC.-:CRED PRCPERLY TO TRAI+SFER LOA- -S TO THE STRUCTURE. 3. ANCHORS SH:•LL BE AS UST_D. SPACED AS SHOwt4 ON DETa:LS. ASrCHOR E4+SEOmENT TO EASE ►ytAT-cR:: -L SHALL BE EEYCt +D WA- .L C)RESS'NG OR STUCCO. ISiPACT RESISTANT SHUTTERS REQUIRED F03-*ILj�=E �N FAROOO PRODUC.'T RViEV1'LD S .' as camplylae wkb the FTorlds 6:51 Bukiink COLIC Acceptaace No - OI •� EspiratIoa Date �1 110 IPA Aiiam' mde prAgici CYOt[VI 2002 °1i' to •s 0 m SO Zo m a in cj CIO 4L �c in Ve g a ioc-� n i:Crca� -J o 2 cI W .<w 2 ►- o� 0 W o O cu Q oz QM .•� w V 3 O I- LJ ID Z = 0 r7 3 t`'r' oI t` C, f tj c 0 u Z; -1 0 1 T� u a' g� z z z � P c t m V • o dtowing n' W�g5 -4 . � ►"- � 2.10 .aI J375 Mae d�AD Btt .437 T .CS2 TY ? -• U t- RAIL 1.107 1.078 1.3122 .583 1.500 .062 TYP. Be? FWL 1.346 TYP. t —I 612 §-- VENT 90TTOtd RAIL .950 .744 Vp,1T LATCH .K2 TYP. 1.CC0 —j r 1 .812 1.039 .C62 TYP.--Sr- SASH SIDE RAIL 2.733 L301 t Z.'43 L .062 TYP I •. L- 1.374 FRAME SILL . _ FRAtaE JAMB 0 V,-NT TOP CORN VENT BOTTOt-{ CORNER I r--o F ?.A.M TOP Ca.NER _FRAME BOTTOM CORNER Engr. OR. KUw.YOUN FARCor.9 1, R0aUCT ftONEWED STRUCTURES , as complyfolt"Ith the nortax FLA. PE 1 14337 f gaidlult de /lcccptence No oz' o O 1.4t E indoor Oak tW? • >ar Miami a Product Cuotrvl • ut.bt• JUL 2 S 2002 l t r � e 3 v a r m a 002 0 Uv $. a {Q C n 0 .r 6L.t��` p: ,ZN:s C C 0 3 0 ;Z u 'S. tog .z L Ou j L ~ rr1 i .3n a n 17 u E as 293 . QZ. !� I J . Zn� s w �+ L �7 i s � i i tl S w f � e r s o ti "droving W95— 9� �-, , SEE ELL4,410" FoR SPA -i!'•. .1 81 OR Z By . wwo BUCICI 1 _ } 3/8- CRmN NOTCH AT EACH ENO OF SCREEN RETAINING LEG 't— im :,,,. My •r,000 13JCr:5 r.JT 2't r �,.� £ .... '• Ta -_r: T:,_,t LOADS pAPOSED SY C!.4ZlctC SYSTEM A*. ..%'iS' TO ThE 6'.�Ito ;::a STP.ucYV•'• -. _ S: Ste^ �i��:/ FOR G.RA::'''s ^ 2:., „� ^� BJ''-:5 G� 'x:"•00 STPt+Ci:.' == 3/15- i- •':,C':S '>`�:ie: t /� C= FE TLY I`:TO E.-'= -_D IN-3 \rs.S .�j •i �•{ SLCCK t. I ? T:: t,= CUT CLIP S3' Fi_'! .7 .c . -• _ MI SEAL 1 ,. A? 0 INSTr .L 4RON, SCtR• ZY,S ALL FRA..._ �. 0 -•t \T 'PECOPA r:'J. cS0' AT SILL. SEAiEO WITH ALUM. COLOP. =O 5:1-_ LATCH OPTIONS: ' tY oo s WC00 8t SPP.I;,'G LOrJEO -LATCH AT - E4Cct ENO OF BOTTOM PAIL Ot'2 SWcEP LATCH AT EACH Eti0 Or 70P AIL 1 BY cot 2 BY w000 SUCK Typt AL W4Ct ORS SEE ELM FOR SPACING } - -- 1 ! t ! ! 1 1 1 1 3[J:3�= PART 1 ?X0. DE3Cpj3pon .*4 I's:ALEX CR ECuty. t FRAME HCA3 ! _ t FRAt1E SILL 2 _ $CNAD4 CR ECUIV. 6053 -T6 2 FRANC JAM3 3 _ t 14CETING RAIL 4 _ 1 VENT TCP RAIL 5 _ t VENT SCIT T C••t RAIL 6 LLTQa:as LATCH AT EACH E`s3 G TCP RA:_ '� _ 2 /VV.T !svEEP 2/ v£rsT VENT SIDE RAIL 1 S _a_ FRay` Ass -rm3LY SCREVS e B/ CCZ NE, ?. VENT ASS - --'-y SCR =vS !� 2/ VENT H Rs:L LATCH AT EACH END GF 3 TTi:• t! r _C3 FIN SCA- P E C.137 X .ZS: ) !' _ &,; -C 3. A P- -ni a r.. 3J! 3 V:..Tr.c? SVU? (135 5 X 25- is r- .s77 E5] As i=a:9. z ;CK :_£:.••:, .. _ S: Ste^ �i��:/ FOR G.RA::'''s ^ 2:., „� ^� BJ''-:5 G� 'x:"•00 STPt+Ci:.' == 3/15- i- •':,C':S '>`�:ie: t /� C= FE TLY I`:TO E.-'= -_D IN-3 \rs.S .�j •i �•{ SLCCK t. I ? T:: t,= CUT CLIP S3' Fi_'! .7 .c . -• _ MI SEAL 1 ,. A? 0 INSTr .L 4RON, SCtR• ZY,S ALL FRA..._ �. 0 -•t \T 'PECOPA r:'J. cS0' AT SILL. SEAiEO WITH ALUM. COLOP. =O 5:1-_ LATCH OPTIONS: ' tY oo s WC00 8t SPP.I;,'G LOrJEO -LATCH AT - E4Cct ENO OF BOTTOM PAIL Ot'2 SWcEP LATCH AT EACH Eti0 Or 70P AIL 1 BY cot 2 BY w000 SUCK Typt AL W4Ct ORS SEE ELM FOR SPACING } - -- 1 ! t ! ! 1 1 1 1 3[J:3�= VAM7. /31.TpL=/R�AR" 6057 -T6 I's:ALEX CR ECuty. 6 =63 -TS In3ALEX CR Ecviv, 6i:63-TS BEasADA CR ECU:V. 6C63-TS BErsADA CR ECUtV. 6C63 -75 $CNAD4 CR ECUIV. 6053 -T6 Ili-ALEX CR EC:JIV. ZAuA< - 6�63 -TS 3Ct'A�A CR EC'Jty. - ■ 13 x 3!•I' P.K. Pi•!:Ltp C ?S - a 6 X 3 /a' PA. P) :t-tPS C ?'s 6:_.6-3-76 h::ALEX C; E;'J -v. I - LLTQa:as ' v-'sY Pi�TC YP- PL -S S :_,__.`ice i•�.�.L ?S t:. 1 S _a_ c== C --'' F - j 1/4' S = •i:l.! STRU: Totaa • FLk pE / 16557 JUL 2 S 2002 V y i1 tit Z Q u7 < 3 Q V +, Oc_ O• ��'ci 7 p + �t ..t ~o^ Z 1' C C O =0 0, Z.`vs. o L, to _3 3� C) L c, z U.': c <zbo Clow Cl I< Ztn: PRODUCT RE;i£WED ss eoreplyisS wall the floMa Italdin=Cod4t .C60%.OZ Aeeeptasss No 7 E tndoe Date Br uc uatto! Mtaa ade Ytvd t)btl . 4 v O Q � A o � &G,in9 nt WS5 -4! WINDOWS & DOORS- MIAMI- MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE CONIPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMi, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Jell -Wen, Inc. 31725 Highway 97 North. Chil,oquin, OR 97624 ' 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 ncit be valid after the expiration date stated below. The Miami -Dade Co&ty Product Control Division (In Miami Dade County) and/or the AFIJ (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 materiai 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 flurricane Zone of the Florida Building Code. DESCRIPTION: Series .leld -Wen© Steel W/E Outswing Opaque Insulated Steel Doors, APPROVAL DOCUMENT: Drawing No. DC9921, titled " Oiitswing Qpaque Insuiated Steel Double Door in Wood Frame ", sheets 1 through G ofb,'prepared by R.W. Consulting, inc., dated 9/25/00 with revision No: I dated 10/14/02, 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: barge and Small i*Iissile impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo' ity, tc and following statement: "Miami -Dade County Product Control Approved ", unless otberwisc not, d r 'n. RENEWAL of this AOA shall be considered after �a renewal application; has beer tiled and tt -re as 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 ifthere has been•a revisit n .. r cha 'c in the materials, use, and/or manufacture of the product or process. Misuse p p M , se of this NOt1 as an- en*sc� o y product, for sales, advertising or any other purposes shall automatically terminate this, I at t to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTiSEM`ENT: 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 ofthe NOA is displayed, then it shall be done in its entirety. { I NSPECI'ION: A copy of this enure NOA :shall be provided to the user by the manuf:cturer or its distributors and shall l}e available for Inspection at the job site at the request of the Building Official. This NOA revises and renews NO,k 4 00- .1003.04 and consists of this page I as well as approval document mentloned above. The submitted documentation was reviewed by Manuel Perez, P.E . NOA :No 02- 1022.14 `> Expiration Date: , December 02; 2007 Approval Date: December 1% 2002 Page i 00 no M I 3" 4, SEE DETAIL "F SHEET b ..� SEE DETAIL +�- G 'SHEET 5 SEE DETAIL 6 "� 3 3" 3" 3 3 " 1 1 13 "TYP 3" 3 3I I I I TYP. TYP. T TYP. SEE DETAIL - 6 6 H H SHEET 5 ',-SEE NOTE 6 SHT. 4 S SEE NOTE 6 SHT: 4 - - TYF. L L L L T TYP. SEE DETAIL 8 K K H 8 HT 5 All I 1 I I TYP. 1 t G SHEET 5 N " rn 1 'O `SEE I ©• I j O DETAIL v� M X i3 M r7 rvj h n J SHT. _ _ n ^� � 'N Q � 00 $ co f] N i ^ - L h U IL N TYP. _ oS - „ T to ro a5 0 w TYF '2 ao C9 L I--3" f - � 5" 6" 6" o�Rw 0 a _ a SINGLE DOOR ANCHORING LOCATIONS N QUBLE'DOOR W /SIDELITES- ANCHORING LOCATION S z = EXTERIOR 30 "GLAZING DETAIL kss 2 Y XT IOR �� Y 45 — _ its W 45 z!5 DDL LITE FRAME' - z ^ ¢ 30 vt t f$" TEMPERED J 29 46 Y- E TER 1 /8" TEMPERED' �' �' n z 29 45 48 GLASS wz - 0. 45 29 z a. 45 .go- 45 GLASS 49 n 29 n � 47 o 0 TEMPERED GLASS :. 1/4" AIR SPACE 45 37 M Z ZY _ 1/8" TEMPERED GLASS SEE NOTE gl-- 3" AIR SPACE t 7 45 33 3 SHT. 4 V g%eu LOIN CONSOLiANTS, INC INT RIOR 0.5" GLASS 77 29 - Sp SEE NOTE : 1/8" TEMPERED 17 �. 45 SD. SEE NOTE $i7E ._ t3i3.659.9t97 :. 10 SHT. 4 GLASS 10 SHT: 4 i T RI R 0.5" GLASS 0.5" GLASS rRovucf REVMD DATE 09111/01 _ meei* BITE T R BITE SCALE. N.T S. / A71N D A gi" INSULATED M R D & GLAZING DETAI DWG. 9v: H 1/2" I Ac j. TRINITY LITE FRAME TRINTIY LITE FRAME K CNN BY: RW _. DRAWING NO.: IUa®� uetCoot S -2104 SHEcr 6 ov T 1.67" 1.67 "' T WOOD FRAME O 1t DOOR i0P & z Q co, 2 4 V LATCH ST! F HING E - = ; C6 3 39 13 12 1.73" W = 4.041' ,� f - • 125" DOOR STEEL EDGE CAP. BOTTOM 3 v 1 .021" ROLL FORMED STEEL i n to — t M 00. co _ N _ e L ao I^I 2.4375" T L LITE FRAME ODL 3 2 Z' HP POLYPROPYLENE 'Fjo rn Z OUTSWING BUMPFACF THR 140" v ASTRAGAL HAS o E Q (THERMOFIL- P6- 30FM0391) `L° (2) 8 ,p" L. x .312" DIA. ag I LOW PROFILE " �i BOLTS ®BOTTOM & ° , o 050" EXTRUDED ALUMINUM -^{ [—.513" 1 o�x o O I + COMPRESSION WEATHERSRTIP (2) 8 .0" L. x .312" DIA. Zip SCHLEGEL O -LON ODS 650 BOLTS ® TOP F 31n^ z s- -• c VFW ^p �.. 3.0" =a h^ 1.767" cr _ w_ u� 1.013" , a -- - { ASTRAGAL {Y/ND✓A,4lBER // Y = 2 } _ I —L (WR68J T -6063 EXTRUDED ALUMINUM " IIIIIF___-- --- --- I a z N TRINITY LUTE FRAME 46 48 v`Ii 11.875 " , - 0 , LUPOY EU -5007 � z o z DRILL TRU 712" GLASS FRAME I h"- 1.75" r DIA. VARIES W /LOCK USED ¢ a �dity ;E FOR 18 � v PFH W000 DRILL TRU FOR 2.521 " b ¢ � � SCREW 2PLC5 .357" DIA. ASTRAGAL 2.375" TRINITY L17E FRAME RETAINER BOLTS LUPOY EU -5007 000 1 " GLASS .FRAME c� o ^ WINDJAMBER 11 WR68J STRIKE PLATE 15 N -o -' STEEL PLATE WOOD LOCK BLOCK. 1.71 " THK. o to n ° z. ^oo I _ BUILDING J CONSUL7ANT5. INC .912" - 813:659.9797 1MPE 1AL ASTRAGAL O ° O O y rar�gi�"ma c"Brib DATE: 09111/01 EXTRUDED ALUMINUM .075" WALL �' embscaft SCALE: N.T.S. . AeegasesNoO -I211-1 P, Dwc..BY: TJH ASTRAGAL HAS O O � go* : RW (1) 9.0" L. x .312" DIA. - CH K. BYI BOLT TOP & F-- .097" Mk,4 Cwtroi. DRAWNG NO.: (1) 9:0" L. x.312" DIA. 4 x 4 STEEL DOOR HINGE O �' S -2104 BOLT BOTTOM .097" THK. STEEL BY HAGER sNEEr _L OF 7 • 1p a EXISTING CONCRETE EXISTING WOOD. CONC. OR HOLLOW BLOCK OR HOLLOW BLOCK STRUCTURE WOOD FRAMING — FASTENER. SEE ANCHOR FASTENER. SEE ANCHOR SCMEOULE. REPERENCE SCHEDULE.REFERENCE CONNECTION - T11PE1- CONNECTION* TYPEI 1/4- 20MACHINE BOLT i NUT (¢I 12- O.C. Sa CONT. 1TYP. TOP L BOTTOMI r EOUAL W t /4- MAX. L7 y SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 1/4 -20 MACHINE BOLT' L WINGNUT 11 6 -1 /4- O.C. OR 12- t /2-D.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 O "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL SCALE : 3" - V -0- "1/4 -20 MACHINE BOLT L WINGNUTQ 1I 6 -1 /4- O.C. OR 12 -1/2- O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE It EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR EXISTING CONCRETE SCHEDULE- REFERENCE WOOD FRAMING HOLLOW BLOCK OR CONNECTION *TYPE 1 - W000 FRAMING ►� ALT. BUILD -OUT W o G MOUNT SECTION SEE MIN. SEPARATION F SCALE - 3- a V -0- 1/4 -20 MACHINE GLASS SCHEDI BOLT L WINGNUT Q9 (TABLE 21— ALUM OR GALV STEEL 1/4-20 MACHINE BOLT L WINGNUT09 0 6 -1J4- O.C. OR 12 -1/2- O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 SPACERS AS RE O'0 6 -1/4 O.C. OR STORM PANEL SCHEDULE W J NEGATIVE DESIGN LOAD (W) ;P.S.F.) SYSTEM t. a SYSTEM 3 JOR 12 -u2' O.C. USE W IN S /8- STUCCO W+ a FINISH )LEG MAY J J BE REVERSED) z a - 8 - 8 d: 40.0 WIRE LATH MAY 0. 6 8E USED AS TYPICAL X o: REINFORCEMENT OVER 4 0 LEG OF -F- TRACK 10 -1 in W N SPACERS AS RE O'0 6 -1/4 O.C. OR STORM PANEL SCHEDULE A B L E NEGATIVE DESIGN LOAD (W) ;P.S.F.) SYSTEM t. g� SYSTEM 3 JOR 12 -u2' O.C. USE OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. NO OVERLAP FASTENERS REINFORCING TUBE REQUIR. TOP & BOTTOM MOUNTS SHALL BE "F- TRACK_ OR STUDDED ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS WITH 'ANCHORS @ 12 -1/2" O.C. I - (�N Q MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONN£CT"m •TYPE 1 • STORH PANEL LENGTH CORRESPONDING TO STUDS SPACING ISEE TABLE U TYP - TOP L 80TTOM O u u F TRACK CONNECTION TO 11- 0 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING — WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF -F- TRACK- 0 ALUM. OR - ALV.STEEL SPACERS AS REO'D FASTENER, SEE ANCHOR SCHEOULE.REFERENCE CONNECTION -TYPE 1 - ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3- ■ V -0- 0 T STORM PANEL SCHEDULE A B L E NEGATIVE DESIGN LOAD (W) ;P.S.F.) SYSTEM t. SYSTEM 2 SYSTEM 3 JOR OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. 0P MOUNTS SHALL BE "h" 0 "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (0 6 -1/4- O.C. OR DIRECT MOUNTS WITH ANCHORS @ MOUNTS W O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. NO OVERLAP FASTENERS REINFORCING TUBE REQUIR. TOP & BOTTOM MOUNTS SHALL BE "F- TRACK_ OR STUDDED ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS WITH 'ANCHORS @ 12 -1/2" O.C. I - (�N Q MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) MAX.' " PANEL LENGTH (FT. - IN.) 8 30.0 11 - 0 11- 0 - 8 - 8 40.0 11 -0 11 -0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 10 -1 10 -1 8 -8' 70.0 9 -8 9 -9 8 -8 80.0 8 -7 9 -5 8 -1 90.0 7 -8 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 110.0 6- 3 8- 4 5- 10 120.0 5 -9 7 -11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 4 -11 7 -4 4 -7 150.0 4 -7 7 -1 4 -3 160.0 1 4 - 3 6 - 11 4 -0 170.0 4 -0 6 -8 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 3 -2 5 -5 2 -11 230.0 1 3 -0 5 -2 2 -9 INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2" - 1- -0- OPTIONAL HANDLE LOCATION ' 1/4 -20 S.S. BOLTS L WINGNUTSQ9 %_, LM MIDPOINT OF PANEL SPAN OR _ uJ St- O C. MAX. (TYPO 2- x 2- x .12S- MIN. CONT. 310S -Htt OR 6063 -T6 ALUMINUM ALLOY OR. 10 GAGE GALV. STEEL ANGLE ALT. CORNER DETAIL SCALE : 3" x 1• -0- 1/4 yY 3/8"0 HOLE FOR OT FASTENING PANEL 34 8- x 3- Z1/A.- x V ALUMNUM ANGLE 01-1/2- x 1-1/2 - AL. STUD ANGLE x 1/4- x V UM ANGLE 1/4-20 STUD W/ NUT 1/4 -0 POWERS CALK -IN W/ 7/8- MIN. EMBED. IN CONC. @ 3- O.C. OR 1/4 -0 POWERS STEEL DROP -IN W/ 1- MIN. EMBED. IN CONCRETE P 3- O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. APPROVED AS COMPLYING WITH THE SOUM FLORIDA BUILDING CODE DA IZGCQ� Z� �T%4D BY' PRODUCT CO OL DIVIS:ON OHIO no PUNCH HOLES IN 1,16 CODE COMPLIANCE OFFICE • CE O PANELS T R O RECEIVE THIS ACCEPTANCE NO. T O 1 /4 -20 BOLT. PLACE • PANEL OVER EACH • ADJACENT PANEL AND FASTEN WINGNUTS • FROM THE INSIDE. (MAY BE t OR 2 PANELS WIDE) NOTE: USE OF THIS DETAIL IS LIMITED TO s72 PSF AND A MAX.. PANEL LENGTH OF 1 V -0'. OL STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -112- s 1- -0- It U of r— m Ed 0 Lu ¢ r m O QO Q�3.10 (�N Q °Q�8� O �- Ul LU Z YO Z 1 8 a J NZ r— �< Ed 0 >� OZNJth QO Q�3.10 (�N Q °Q�8� O �- -I 0W u- '0 NfA a V.J. KN PROFESbI FL Lit s No: PE 1 983 IZFV d ►e 7/19/99 '11i )l drawn bMt design by checl.eA b V 1K t V JK drawing no. 99 -097 sheet 3 of =4 I � c e . r r. SEE MIN. SEPARATIC1 FROM GLASS SCHEDULE (TABLE 21— GLASS OR DOOR IT 2 M HI B T 7 CO - 0 AC NE OL NY. 0 3, WINGNUT Q9 GO 6 -1 /t- O.C. OR 12 -1/2- 0 C. USE STORM PANEL LENGTH CORRESPONDING EXISTING CONCRETE TO STUDS SPACING (SEE TABLE 11 HOLLOW BLOCK OR WOOD FRAMING ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL ® WALL MOUNT SECTION SCALE 3- a 1• -0" MIN SEPARATION y GLASS SCHEDULE GLASS OR DOOR �I �, FASTENER. SEE ANCHOR EMBED. SCHEOULE.REFERENCE (TYP) CONNECTION •7#791• FASTENER. SEE ANCHOR - .REFERENCE 114 -20 MACHINE BOLT CONNECTION •TYPE3• EXISTING CONCRETE 3 WINGNUT @1 12- O.C. HOLLOW BLOCK OR /8- TYP. TYP. TOP L BOTTOM WOOD FRAMING OVAL O2 OR xt /2- 1 /t- MAX. � El GE OtST. W = 1,116- MAX I W 1 �/4- FOR COMPO ENT AND 3/ '" F SEE MON.© EXISTING CONCRETE COMPONENT 3 t HOLLOW BLOCK OR SEPARATION W FROM GLASS W000 FRAMING J N QO o SCHEULE (TABLE 21 I x0j W 1 m %2 = 2 yvj Q = O J J � F J z z GLASS W 4 ' GLASS 'SEE MIN. SEPARATION FROM W J OR DOOR d L OR DOOR GLASS SCHEDULE J X a0 ITABLE 2) Z t- n ©CONY. 1 /c -20 MACHINE BOLT E. N & WINGNUT 9Q GD 6 -1 /t- O.C. OR m N t0 t2 -1/2- O.C. USE STORM III W E PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) O VAL 0- - EXISTING CONCRETE " HOLLOW BLOCK OR EDGE GIST! WOOD FRAMING 1/4 -20 MACHINE BOLT EXISTING CONCRETE I- O & WINGNUT 90 Ca 6 -1/4- O.C. OR HOLLOW BLOCK OR 1 12-1/2- O.C. USE STORM FASTENER, SEE ANCHOR PANEL LENGTH CORRESPONDING SCHEOULE.REFERENCE WOOD FRAMING TO STUDS SPACING (SEE TABLE 11 CONNECTION 'TYPES' OPTIONAL LEG ' DIRECTION NOTE :USE OF THIS DETAIL FASTENER, SEE ANCHOR IS LIMITED TO t72 PSF © CEILING /INSIDE MOUNT SECTION SCALE . 3 a 1 -0 REMOVABLE FASTENER @ 6 -1 11- O.C. MAX. FOR SYSTEMS 1 OR 2 AND Gtl 12 -112- O.C. EXISTING WOOD, MEMBED. Max. FOR SYSTEM 3. BUT 00 NOT EXCEED CONC. OR HOLLOW SCHEOULE SPACING. SEE ANCHOR SCHEDULE BLOCK STRUCTURE REFERENCE CONNECTION 'TYPE I-. USE 1/4 -20 (TYP.) KEYHOLE WASHER 6%. ENGAGE BOLT HEAD IN N, J J Z Q CL X .Q E QCONT 0/t SMS 010 -0C 2- 1 /t -• a t -i/2- S S It. 20 MACHINE BOLT MBEDME T LAG SCREW (Z 24- 0 C MAX t WINGNUT 9Q (A 6 -1 /t- 0 C. OR W. 1 -3/4- PENETRATION 12 -1/2- O C. USE STORM Fir IN CENTER OF STUDS PANEL LENGTH CORRESPONDING 1- a 4- x 12S- DR TO STUDS SPACING (SEE TABLE 11 WOOD STUDS all 2- a t- a 12S- AL. 24- O C MAX TUBE OR 2- a 6- P T WOOD W/ t /t-• LAG SCREWS (B 12- 0 C W/ I -t /2- EMBEDMENT FOR CONNECTION WITH STUD ANGLE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS NOTE: USE OF THIS DETAIL IS LIMITED TO t 72 PSF. n WALL MOUNT SECTION (BOTTOM) N-Z-' SCALE . 3- a 1' -0" J ] O GLASS F W OR ODOR u SEE MIN. j 0 SEPARATION FROM GLASS J 2 SCHEDULE Z 4 (TABLE 21 < n CL E It E I Ni'�aI I IN L(Ill 6-/ El[O MALE WITH SYSTEMS WINGNUT VZ A 1 (D 6 -t /t- 0 C. MAX. FOR SYSTEMS / OR 2 AND (p 12 -112- 0 C. MAX FOR SYSTEM 3. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 • . O E WALL MOUNT SECTION (DIRECT MOUNT) SCALE . 3- x V_O.. SCHEOULE.REFERENCE CONNECTION 'TYPE 1 • O BUILD -OUT MOUNT SECTION SCALE : 3- . V -0- 1) —," OR 1- it 4- x .125 - Q AL TUBE (OPTIONAL) t -- THREE 1 /4 -0 WOOD _ SCREWS w/ 2- MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1- MIN. EMBEDMENT (TYP. ' AT EACH JOIST. TRUSS OR RAFTER @ 216- O.C. MAX.) —2 x WOOD JOIST, TRUSS OR RAFTER 012 SMS BETWEEN —TRUSSES (A 10- 0 C MAX. //4- MAX. • � U s r GLASS s OR DOOR o SEE MIN. SEPARATION W FROM GLASS SCHEDULE O I" (TABLE 21 1 N _ t- v W J J a APPROVED AS COMPLYING WITH THE n SOUTH FLORIDA BUILDING CODE L D ado AT - - BY PRODUCT CON16 L DIVISION BUILDING CODE COMPLIANCE OFFICIO/ ACCEPTANCE NO. •JJ�� NOTE: USE OF THIS DETAIL IS LIMITED TO t72 PSF. O SOFFIT MOUNT DETAIL SCALE : 3" f 1' -0- i' i 1 i L1 Z 2: 2 `F of -m W tu !n < W I- 0 F— 0 0 O IA �0 m U c e� < W tu Q W = N W p 1Z( Z ?_ W Q m 0 I m W� r O N2 16 1112 Z WZ LIJ to to Za CCU �0 LL Q w i2 OZN - QO < W 3fg ZQ0 �N OQr'Qu3 V W LL_ O O NN a V.J. KN PROFESS EER FL Lice s MW PE 0 1 983 2 19 as f 7/19/99 AS $toTto drfwn by Affsgn OT ChfCl od b v,I( Vi draw,nq no. 99 -097 tcheef 2 at 1 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEOULE.REFERENCE CONNECTION •TYPE2• '601 OR —_ -- 1 1/4- MAX. MBED 1/2- 1 TYP.) W J ] = Q Q � u u = = Z u u J W J 2 W 2 Q Q CL E d d E E X p p FASTENER. SEE ANCHOR Y Y N N SCHEOULE.REFERENCE W W ' C CONNECTION • TYPEV W W H 1/4 2 7 CO - 0 AC NE OL NY. 0 3, WINGNUT Q9 GO 6 -1 /t- O.C. OR 12 -1/2- 0 C. USE STORM PANEL LENGTH CORRESPONDING EXISTING CONCRETE TO STUDS SPACING (SEE TABLE 11 HOLLOW BLOCK OR WOOD FRAMING ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL ® WALL MOUNT SECTION SCALE 3- a 1• -0" MIN SEPARATION y GLASS SCHEDULE GLASS OR DOOR �I �, FASTENER. SEE ANCHOR EMBED. SCHEOULE.REFERENCE (TYP) CONNECTION •7#791• FASTENER. SEE ANCHOR - .REFERENCE 114 -20 MACHINE BOLT CONNECTION •TYPE3• EXISTING CONCRETE 3 WINGNUT @1 12- O.C. HOLLOW BLOCK OR /8- TYP. TYP. TOP L BOTTOM WOOD FRAMING OVAL O2 OR xt /2- 1 /t- MAX. � El GE OtST. W = 1,116- MAX I W 1 �/4- FOR COMPO ENT AND 3/ '" F SEE MON.© EXISTING CONCRETE COMPONENT 3 t HOLLOW BLOCK OR SEPARATION W FROM GLASS W000 FRAMING J N QO o SCHEULE (TABLE 21 I x0j W 1 m %2 = 2 yvj Q = O J J � F J z z GLASS W 4 ' GLASS 'SEE MIN. SEPARATION FROM W J OR DOOR d L OR DOOR GLASS SCHEDULE J X a0 ITABLE 2) Z t- n ©CONY. 1 /c -20 MACHINE BOLT E. N & WINGNUT 9Q GD 6 -1 /t- O.C. OR m N t0 t2 -1/2- O.C. USE STORM III W E PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) O VAL 0- - EXISTING CONCRETE " HOLLOW BLOCK OR EDGE GIST! WOOD FRAMING 1/4 -20 MACHINE BOLT EXISTING CONCRETE I- O & WINGNUT 90 Ca 6 -1/4- O.C. OR HOLLOW BLOCK OR 1 12-1/2- O.C. USE STORM FASTENER, SEE ANCHOR PANEL LENGTH CORRESPONDING SCHEOULE.REFERENCE WOOD FRAMING TO STUDS SPACING (SEE TABLE 11 CONNECTION 'TYPES' OPTIONAL LEG ' DIRECTION NOTE :USE OF THIS DETAIL FASTENER, SEE ANCHOR IS LIMITED TO t72 PSF © CEILING /INSIDE MOUNT SECTION SCALE . 3 a 1 -0 REMOVABLE FASTENER @ 6 -1 11- O.C. MAX. FOR SYSTEMS 1 OR 2 AND Gtl 12 -112- O.C. EXISTING WOOD, MEMBED. Max. FOR SYSTEM 3. BUT 00 NOT EXCEED CONC. OR HOLLOW SCHEOULE SPACING. SEE ANCHOR SCHEDULE BLOCK STRUCTURE REFERENCE CONNECTION 'TYPE I-. USE 1/4 -20 (TYP.) KEYHOLE WASHER 6%. ENGAGE BOLT HEAD IN N, J J Z Q CL X .Q E QCONT 0/t SMS 010 -0C 2- 1 /t -• a t -i/2- S S It. 20 MACHINE BOLT MBEDME T LAG SCREW (Z 24- 0 C MAX t WINGNUT 9Q (A 6 -1 /t- 0 C. OR W. 1 -3/4- PENETRATION 12 -1/2- O C. USE STORM Fir IN CENTER OF STUDS PANEL LENGTH CORRESPONDING 1- a 4- x 12S- DR TO STUDS SPACING (SEE TABLE 11 WOOD STUDS all 2- a t- a 12S- AL. 24- O C MAX TUBE OR 2- a 6- P T WOOD W/ t /t-• LAG SCREWS (B 12- 0 C W/ I -t /2- EMBEDMENT FOR CONNECTION WITH STUD ANGLE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS NOTE: USE OF THIS DETAIL IS LIMITED TO t 72 PSF. n WALL MOUNT SECTION (BOTTOM) N-Z-' SCALE . 3- a 1' -0" J ] O GLASS F W OR ODOR u SEE MIN. j 0 SEPARATION FROM GLASS J 2 SCHEDULE Z 4 (TABLE 21 < n CL E It E I Ni'�aI I IN L(Ill 6-/ El[O MALE WITH SYSTEMS WINGNUT VZ A 1 (D 6 -t /t- 0 C. MAX. FOR SYSTEMS / OR 2 AND (p 12 -112- 0 C. MAX FOR SYSTEM 3. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 • . O E WALL MOUNT SECTION (DIRECT MOUNT) SCALE . 3- x V_O.. SCHEOULE.REFERENCE CONNECTION 'TYPE 1 • O BUILD -OUT MOUNT SECTION SCALE : 3- . V -0- 1) —," OR 1- it 4- x .125 - Q AL TUBE (OPTIONAL) t -- THREE 1 /4 -0 WOOD _ SCREWS w/ 2- MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1- MIN. EMBEDMENT (TYP. ' AT EACH JOIST. TRUSS OR RAFTER @ 216- O.C. MAX.) —2 x WOOD JOIST, TRUSS OR RAFTER 012 SMS BETWEEN —TRUSSES (A 10- 0 C MAX. //4- MAX. • � U s r GLASS s OR DOOR o SEE MIN. SEPARATION W FROM GLASS SCHEDULE O I" (TABLE 21 1 N _ t- v W J J a APPROVED AS COMPLYING WITH THE n SOUTH FLORIDA BUILDING CODE L D ado AT - - BY PRODUCT CON16 L DIVISION BUILDING CODE COMPLIANCE OFFICIO/ ACCEPTANCE NO. •JJ�� NOTE: USE OF THIS DETAIL IS LIMITED TO t72 PSF. O SOFFIT MOUNT DETAIL SCALE : 3" f 1' -0- i' i 1 i L1 Z 2: 2 `F of -m W tu !n < W I- 0 F— 0 0 O IA �0 m U c e� < W tu Q W = N W p 1Z( Z ?_ W Q m 0 I m W� r O N2 16 1112 Z WZ LIJ to to Za CCU �0 LL Q w i2 OZN - QO < W 3fg ZQ0 �N OQr'Qu3 V W LL_ O O NN a V.J. KN PROFESS EER FL Lice s MW PE 0 1 983 2 19 as f 7/19/99 AS $toTto drfwn by Affsgn OT ChfCl od b v,I( Vi draw,nq no. 99 -097 tcheef 2 at 1 © CEILING /INSIDE MOUNT SECTION SCALE . 3 a 1 -0 REMOVABLE FASTENER @ 6 -1 11- O.C. MAX. FOR SYSTEMS 1 OR 2 AND Gtl 12 -112- O.C. EXISTING WOOD, MEMBED. Max. FOR SYSTEM 3. BUT 00 NOT EXCEED CONC. OR HOLLOW SCHEOULE SPACING. SEE ANCHOR SCHEDULE BLOCK STRUCTURE REFERENCE CONNECTION 'TYPE I-. USE 1/4 -20 (TYP.) KEYHOLE WASHER 6%. ENGAGE BOLT HEAD IN N, J J Z Q CL X .Q E QCONT 0/t SMS 010 -0C 2- 1 /t -• a t -i/2- S S It. 20 MACHINE BOLT MBEDME T LAG SCREW (Z 24- 0 C MAX t WINGNUT 9Q (A 6 -1 /t- 0 C. OR W. 1 -3/4- PENETRATION 12 -1/2- O C. USE STORM Fir IN CENTER OF STUDS PANEL LENGTH CORRESPONDING 1- a 4- x 12S- DR TO STUDS SPACING (SEE TABLE 11 WOOD STUDS all 2- a t- a 12S- AL. 24- O C MAX TUBE OR 2- a 6- P T WOOD W/ t /t-• LAG SCREWS (B 12- 0 C W/ I -t /2- EMBEDMENT FOR CONNECTION WITH STUD ANGLE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS NOTE: USE OF THIS DETAIL IS LIMITED TO t 72 PSF. n WALL MOUNT SECTION (BOTTOM) N-Z-' SCALE . 3- a 1' -0" J ] O GLASS F W OR ODOR u SEE MIN. j 0 SEPARATION FROM GLASS J 2 SCHEDULE Z 4 (TABLE 21 < n CL E It E I Ni'�aI I IN L(Ill 6-/ El[O MALE WITH SYSTEMS WINGNUT VZ A 1 (D 6 -t /t- 0 C. MAX. FOR SYSTEMS / OR 2 AND (p 12 -112- 0 C. MAX FOR SYSTEM 3. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 • . O E WALL MOUNT SECTION (DIRECT MOUNT) SCALE . 3- x V_O.. SCHEOULE.REFERENCE CONNECTION 'TYPE 1 • O BUILD -OUT MOUNT SECTION SCALE : 3- . V -0- 1) —," OR 1- it 4- x .125 - Q AL TUBE (OPTIONAL) t -- THREE 1 /4 -0 WOOD _ SCREWS w/ 2- MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1- MIN. EMBEDMENT (TYP. ' AT EACH JOIST. TRUSS OR RAFTER @ 216- O.C. MAX.) —2 x WOOD JOIST, TRUSS OR RAFTER 012 SMS BETWEEN —TRUSSES (A 10- 0 C MAX. //4- MAX. • � U s r GLASS s OR DOOR o SEE MIN. SEPARATION W FROM GLASS SCHEDULE O I" (TABLE 21 1 N _ t- v W J J a APPROVED AS COMPLYING WITH THE n SOUTH FLORIDA BUILDING CODE L D ado AT - - BY PRODUCT CON16 L DIVISION BUILDING CODE COMPLIANCE OFFICIO/ ACCEPTANCE NO. •JJ�� NOTE: USE OF THIS DETAIL IS LIMITED TO t72 PSF. O SOFFIT MOUNT DETAIL SCALE : 3" f 1' -0- i' i 1 i L1 Z 2: 2 `F of -m W tu !n < W I- 0 F— 0 0 O IA �0 m U c e� < W tu Q W = N W p 1Z( Z ?_ W Q m 0 I m W� r O N2 16 1112 Z WZ LIJ to to Za CCU �0 LL Q w i2 OZN - QO < W 3fg ZQ0 �N OQr'Qu3 V W LL_ O O NN a V.J. KN PROFESS EER FL Lice s MW PE 0 1 983 2 19 as f 7/19/99 AS $toTto drfwn by Affsgn OT ChfCl od b v,I( Vi draw,nq no. 99 -097 tcheef 2 at 1 J J Z Q CL X .Q E QCONT 0/t SMS 010 -0C 2- 1 /t -• a t -i/2- S S It. 20 MACHINE BOLT MBEDME T LAG SCREW (Z 24- 0 C MAX t WINGNUT 9Q (A 6 -1 /t- 0 C. OR W. 1 -3/4- PENETRATION 12 -1/2- O C. USE STORM Fir IN CENTER OF STUDS PANEL LENGTH CORRESPONDING 1- a 4- x 12S- DR TO STUDS SPACING (SEE TABLE 11 WOOD STUDS all 2- a t- a 12S- AL. 24- O C MAX TUBE OR 2- a 6- P T WOOD W/ t /t-• LAG SCREWS (B 12- 0 C W/ I -t /2- EMBEDMENT FOR CONNECTION WITH STUD ANGLE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS NOTE: USE OF THIS DETAIL IS LIMITED TO t 72 PSF. n WALL MOUNT SECTION (BOTTOM) N-Z-' SCALE . 3- a 1' -0" J ] O GLASS F W OR ODOR u SEE MIN. j 0 SEPARATION FROM GLASS J 2 SCHEDULE Z 4 (TABLE 21 < n CL E It E I Ni'�aI I IN L(Ill 6-/ El[O MALE WITH SYSTEMS WINGNUT VZ A 1 (D 6 -t /t- 0 C. MAX. FOR SYSTEMS / OR 2 AND (p 12 -112- 0 C. MAX FOR SYSTEM 3. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 • . O E WALL MOUNT SECTION (DIRECT MOUNT) SCALE . 3- x V_O.. SCHEOULE.REFERENCE CONNECTION 'TYPE 1 • O BUILD -OUT MOUNT SECTION SCALE : 3- . V -0- 1) —," OR 1- it 4- x .125 - Q AL TUBE (OPTIONAL) t -- THREE 1 /4 -0 WOOD _ SCREWS w/ 2- MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1- MIN. EMBEDMENT (TYP. ' AT EACH JOIST. TRUSS OR RAFTER @ 216- O.C. MAX.) —2 x WOOD JOIST, TRUSS OR RAFTER 012 SMS BETWEEN —TRUSSES (A 10- 0 C MAX. //4- MAX. • � U s r GLASS s OR DOOR o SEE MIN. SEPARATION W FROM GLASS SCHEDULE O I" (TABLE 21 1 N _ t- v W J J a APPROVED AS COMPLYING WITH THE n SOUTH FLORIDA BUILDING CODE L D ado AT - - BY PRODUCT CON16 L DIVISION BUILDING CODE COMPLIANCE OFFICIO/ ACCEPTANCE NO. •JJ�� NOTE: USE OF THIS DETAIL IS LIMITED TO t72 PSF. O SOFFIT MOUNT DETAIL SCALE : 3" f 1' -0- i' i 1 i L1 Z 2: 2 `F of -m W tu !n < W I- 0 F— 0 0 O IA �0 m U c e� < W tu Q W = N W p 1Z( Z ?_ W Q m 0 I m W� r O N2 16 1112 Z WZ LIJ to to Za CCU �0 LL Q w i2 OZN - QO < W 3fg ZQ0 �N OQr'Qu3 V W LL_ O O NN a V.J. KN PROFESS EER FL Lice s MW PE 0 1 983 2 19 as f 7/19/99 AS $toTto drfwn by Affsgn OT ChfCl od b v,I( Vi draw,nq no. 99 -097 tcheef 2 at 1 N-Z-' SCALE . 3- a 1' -0" J ] O GLASS F W OR ODOR u SEE MIN. j 0 SEPARATION FROM GLASS J 2 SCHEDULE Z 4 (TABLE 21 < n CL E It E I Ni'�aI I IN L(Ill 6-/ El[O MALE WITH SYSTEMS WINGNUT VZ A 1 (D 6 -t /t- 0 C. MAX. FOR SYSTEMS / OR 2 AND (p 12 -112- 0 C. MAX FOR SYSTEM 3. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 • . O E WALL MOUNT SECTION (DIRECT MOUNT) SCALE . 3- x V_O.. SCHEOULE.REFERENCE CONNECTION 'TYPE 1 • O BUILD -OUT MOUNT SECTION SCALE : 3- . V -0- 1) —," OR 1- it 4- x .125 - Q AL TUBE (OPTIONAL) t -- THREE 1 /4 -0 WOOD _ SCREWS w/ 2- MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1- MIN. EMBEDMENT (TYP. ' AT EACH JOIST. TRUSS OR RAFTER @ 216- O.C. MAX.) —2 x WOOD JOIST, TRUSS OR RAFTER 012 SMS BETWEEN —TRUSSES (A 10- 0 C MAX. //4- MAX. • � U s r GLASS s OR DOOR o SEE MIN. SEPARATION W FROM GLASS SCHEDULE O I" (TABLE 21 1 N _ t- v W J J a APPROVED AS COMPLYING WITH THE n SOUTH FLORIDA BUILDING CODE L D ado AT - - BY PRODUCT CON16 L DIVISION BUILDING CODE COMPLIANCE OFFICIO/ ACCEPTANCE NO. •JJ�� NOTE: USE OF THIS DETAIL IS LIMITED TO t72 PSF. O SOFFIT MOUNT DETAIL SCALE : 3" f 1' -0- i' i 1 i L1 Z 2: 2 `F of -m W tu !n < W I- 0 F— 0 0 O IA �0 m U c e� < W tu Q W = N W p 1Z( Z ?_ W Q m 0 I m W� r O N2 16 1112 Z WZ LIJ to to Za CCU �0 LL Q w i2 OZN - QO < W 3fg ZQ0 �N OQr'Qu3 V W LL_ O O NN a V.J. KN PROFESS EER FL Lice s MW PE 0 1 983 2 19 as f 7/19/99 AS $toTto drfwn by Affsgn OT ChfCl od b v,I( Vi draw,nq no. 99 -097 tcheef 2 at 1 I Ni'�aI I IN L(Ill 6-/ El[O MALE WITH SYSTEMS WINGNUT VZ A 1 (D 6 -t /t- 0 C. MAX. FOR SYSTEMS / OR 2 AND (p 12 -112- 0 C. MAX FOR SYSTEM 3. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 • . O E WALL MOUNT SECTION (DIRECT MOUNT) SCALE . 3- x V_O.. SCHEOULE.REFERENCE CONNECTION 'TYPE 1 • O BUILD -OUT MOUNT SECTION SCALE : 3- . V -0- 1) —," OR 1- it 4- x .125 - Q AL TUBE (OPTIONAL) t -- THREE 1 /4 -0 WOOD _ SCREWS w/ 2- MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1- MIN. EMBEDMENT (TYP. ' AT EACH JOIST. TRUSS OR RAFTER @ 216- O.C. MAX.) —2 x WOOD JOIST, TRUSS OR RAFTER 012 SMS BETWEEN —TRUSSES (A 10- 0 C MAX. //4- MAX. • � U s r GLASS s OR DOOR o SEE MIN. SEPARATION W FROM GLASS SCHEDULE O I" (TABLE 21 1 N _ t- v W J J a APPROVED AS COMPLYING WITH THE n SOUTH FLORIDA BUILDING CODE L D ado AT - - BY PRODUCT CON16 L DIVISION BUILDING CODE COMPLIANCE OFFICIO/ ACCEPTANCE NO. •JJ�� NOTE: USE OF THIS DETAIL IS LIMITED TO t72 PSF. O SOFFIT MOUNT DETAIL SCALE : 3" f 1' -0- i' i 1 i L1 Z 2: 2 `F of -m W tu !n < W I- 0 F— 0 0 O IA �0 m U c e� < W tu Q W = N W p 1Z( Z ?_ W Q m 0 I m W� r O N2 16 1112 Z WZ LIJ to to Za CCU �0 LL Q w i2 OZN - QO < W 3fg ZQ0 �N OQr'Qu3 V W LL_ O O NN a V.J. KN PROFESS EER FL Lice s MW PE 0 1 983 2 19 as f 7/19/99 AS $toTto drfwn by Affsgn OT ChfCl od b v,I( Vi draw,nq no. 99 -097 tcheef 2 at 1 WZ LIJ to to Za CCU �0 LL Q w i2 OZN - QO < W 3fg ZQ0 �N OQr'Qu3 V W LL_ O O NN a V.J. KN PROFESS EER FL Lice s MW PE 0 1 983 2 19 as f 7/19/99 AS $toTto drfwn by Affsgn OT ChfCl od b v,I( Vi draw,nq no. 99 -097 tcheef 2 at 1 - S 00-- Soo- 100 -I t SA- PRODUCT MARKING PRODUCT MARKING LOCATION- (OPTIONAL LOCATION) f 936 o I - . it GAGE GALV. STEEL GALV: STEEL GRAOZ SO OR ALUM. I I 1.50" t L12 SO- COVERAGE , CLOSURE SCALE 3- 1' 0" 3 KEYHOLE ItiASHER SCALE : HALF SZE 14.50" 75 .75 OSTORM PANEL SCALE : 3- - 1' -0- O 090- 70- 4E9- a tTYP) O"F" TRAC K SCALE : HALF'SIZE 46" 085 Q 25- F `.OS- l--x-=i WINGNUT SCALE HALF SIZE O"h" HEADER SCALE . 3" - 1• -0- .S.00- F16 GAGE GALV STEEL GRAOE SO 3 500^ 0 100 -I r M - f 936 o OPTIONAL LEG DIRECTION OPTIONAL LEG N it GAGE GALV. STEEL GALV: STEEL GRAOZ SO OR ALUM. 'J USED WHERE REDUCED I S 00- MAX. I } OIRECTIDN Z 1 C STANDARD CHANNEL SCALE. HALF SIZE CLOSURE SCALE 3- 1' 0" 3 KEYHOLE ItiASHER SCALE : HALF SZE 14 STEEL TUBE SCALE : 3" - V -0- 75 .75 p E SHEET 1 FRAMING PLAN VIEW OVERLAP FASTENERS O E �_< r 16 GAGE 1 SOFFIT CHANNEL o - GALV STEEL 0° SCALE : HALF SIZE a ANY ACCEPTABLE ANCHOR) GRADE SO W = T `- Z uW N'J O ~ t.00" Q W 8 ILL z 1.000 2.000 - .062- ir -062- TAl 0 Imo• a 150 N "' ,813- 1.813" 0 1125- a ri 6063 -T6 ALUMINUM- S- MAX 5a ANGLE SCALE: 3- - 1' -0- 1.987- 0 16 GAGE O"h" HEADER O "U" HEADER ni GALV STEEL SCALE . 3" - V -0" SCALE . 3" - 1' -0" . _L 2 -. 3-. 4- OR S- L i o5 ANGLE SCALE 3" . l'-O- 1.00- it /3�"dr P , e o t �• S /8 -d� a , , 1 00- r t0 100 -I r M - f 936 0 16 GA. OPTIONAL LEG DIRECTION N '- N it GAGE GALV. STEEL GALV: STEEL GRAOZ SO OR ALUM. 'J USED WHERE REDUCED I S 00- MAX. I } t . MIN. CBS` Z 1 C STANDARD CHANNEL SCALE. HALF SIZE CLOSURE SCALE 3- 1' 0" 3 KEYHOLE ItiASHER SCALE : HALF SZE 14 STEEL TUBE SCALE : 3" - V -0- WIDTH UNLIMITED (PERP TO PANEL SPANI 1 SECTION TOP MOUNT i 2 3 O PLAN VIEW �- BOTTOM MOUNT 6- 1 14-tTYP1 L 0@ OR DIRECT ©TYPICAL ELEVATION (SYSTEM ) MOUNT 1 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP MOUNTS SMALL BE -hr -OR "U HEADERS. BOTTOM' MOUNTS SHALL. BE "F" TRACK OR STUDDED ANGLES WITH STUDS @3 6 -UiL- O C. OR DIRECT MOUNTS WITH ANCHORS 1p 6 -1/4- 0 C 1/4" MAX ® 1 USE 1- x 1- x t6 GA STI TUBE WHERE APPLICABLE SEE NOTE B bYPICAL. ELEVATIONS S & 76 EXISTING (TYP 1 CONCRETE. HOLLOW BLOCK OR 1x000 FRAMING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING WIDTH UNLIMITED 1 WIDTH UNLIMITED (PERP. TO PANEL SPANI I - (PERP. TO PANEL SPANI SECTIONr TOP MOUNT I SECTION OO OR DIRECT r t0 MOUNT r M - f <M ..ILL. U) NWT OQ WI- 4:i _ W N (r 9- x t- TUBE. MAY BE 'J USED WHERE REDUCED 0..< SEPARATION FROM GLASS Z IS REQUIRED. SEE h'a a a SEPARATION FROM GLASS SCHEDULE. SHEET 4. AND 0i S PLAN VIEW b NOTE 8 p E SHEET 1 FRAMING PLAN VIEW OVERLAP FASTENERS O (SEE PLAN VIEW �_< r NOTE 81 Z U� GREATER THAN 100 PSF - 0° S a ANY ACCEPTABLE ANCHOR) W = `- Z uW N'J O ~ Q W 8 ILL z N W Z W _ � Y m uW O NJN W W C O I•- 9 W i" x 1" TUBE. MAYBE ,� K Q Q Nz N w i USED WHERE REDUCED W W O SEPARATION FROM GLASS Z Z = IL s p IS REQUIRED. SEE (L a m O TX � _ SEPARATION FROM GLASS X It 4 Q 6' SCHEDULE. SHEET 4. AND a OF O PLAN VIEW b NOTE 8 O E u a0: C SHEET 1 HI[ e NLL > -OVERLAP RS U. VIEW b a f I R NOTE PLAN �- BOTTOM MOUNT 6- 1 14-tTYP1 L 0@ OR DIRECT ©TYPICAL ELEVATION (SYSTEM ) MOUNT 1 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP MOUNTS SMALL BE -hr -OR "U HEADERS. BOTTOM' MOUNTS SHALL. BE "F" TRACK OR STUDDED ANGLES WITH STUDS @3 6 -UiL- O C. OR DIRECT MOUNTS WITH ANCHORS 1p 6 -1/4- 0 C 1/4" MAX ® 1 USE 1- x 1- x t6 GA STI TUBE WHERE APPLICABLE SEE NOTE B bYPICAL. ELEVATIONS S & 76 EXISTING (TYP 1 CONCRETE. HOLLOW BLOCK OR 1x000 FRAMING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING WIDTH UNLIMITED 1 WIDTH UNLIMITED (PERP. TO PANEL SPANI I - (PERP. TO PANEL SPANI SECTIONr TOP MOUNT I SECTION OO OR DIRECT r t0 MOUNT r M - f <M ..ILL. U) NWT OQ WI- 4:i _ W N (r 9- x t- TUBE. MAY BE 'J USED WHERE REDUCED uJ w SEPARATION FROM GLASS Z IS REQUIRED. SEE h'a a a SEPARATION FROM GLASS SCHEDULE. SHEET 4. AND 0i S PLAN VIEW b NOTE 8 p E SHEET 1 FRAMING PLAN VIEW OVERLAP FASTENERS O (SEE PLAN VIEW NOTE 81 u' J_ BOTTOM MOUNT " TYP. CL-093 1.S0" o6 ANGLE SCALE: 3" - 1' -0- .093- TYP. 1/4" S.S -STUD m = (� OR (dl 12 -1/2- O.C. tSEE Im- DETAILS FOR SPACING) 1.50" oSTUDDED ANGLE SCALE : 3" - 1' -0- GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -OAOE COUNTY. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS W ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.- TABLES SMALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It ..03S -1 CONFORMING TO ASTM A653. STRUCTURAL QUALITY, GRADE 40. G 60 GALVANIZED COATING. WITH A MINIMUM Fy . 46.7 KSI * ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -T6.. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS: FLORIDA STORM PANELS. INC. OPA LOCKA. FL DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP b BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1- x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2- BOLTS W/ DIE CAST ALUMINUM WASHEREO WtNGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 15 5 ®1. PANELS NOT UTILIZING STEEL TUBE SMALL BE FASTENED AT MIOSPAN W/ 1/4 -20 x t -BOLTS WITH IE CAST ALUMINUM WASMERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 1S b /6 ) FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS b TUBE ARE NOT REQUt EO NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION @- 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202. AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION tCTC) TEST REPORTS No 95 -032 AND No 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED ". APPROVED AS COMPLYING WITH THE BOTTOM MOUNT - 6 -1/4" (TYP) Q>� OR DIRECT 12-1/2 (7B OR DIRECT SOUTH nORIDA BUILDING CODE (TYP) , TYPICAL ELEVATION (SYSTEM 2j UNT TYPICAL ELEVATION `(SYSTEM 3)t'ouNT OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED BY 70P &BOTTOM MOUNTS SMALL BE 'F TRACK OR- STUDDED TOP b BOTTOM MOUNTS SMA11 BE 'F^ TRACK OR a WWUQW - _ _ PRODUCT OL DIVISION "'V.J. KNE H ANGLES WLTH STUDS (gY 6 -1/4- O.C. OR DIRECT MOUNTS ANGLES WITH STUDS (a1 i7 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4- O C_ WITH ANCHORS @ 12 -1/2- O.0 BUILDING CODE MPUAN E OFFICE PROFE5z;t ° ®/� D Ft Li n e No ACCEPTANCE N0. PE 0 0983 mm FASTENER (111 12- 0 C 1991 FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0 C. FOR DESIGN LOADS GREATER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR drarn b, ANY ACCEPTABLE ANCHOR) 1 r� iz r t0 t3 r M - $ <M ..ILL. U) NWT OQ 1/4� MAX- Q it SE 1- x T x 16 GA STEEL N (r M /Zr,orn I..L� O O W LL lA IW- O Nm CONCRETE. HOLLOW (TYP ) Lu FASTENER LM 12- O.C. U ~ FRAMING PLAN VIEW 4 OR EQUAL TO 100 PSF AND 6- 0 C FOR DESIGN LOADS SCALE 1 -1/2- . 1'-0- U� GREATER THAN 100 PSF - 0° S a ANY ACCEPTABLE ANCHOR) W = f/11c Q W 8 ILL z N W Z W _ � Y m O I•- 9 W Nz N w i O _ 6' O f R " TYP. CL-093 1.S0" o6 ANGLE SCALE: 3" - 1' -0- .093- TYP. 1/4" S.S -STUD m = (� OR (dl 12 -1/2- O.C. tSEE Im- DETAILS FOR SPACING) 1.50" oSTUDDED ANGLE SCALE : 3" - 1' -0- GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -OAOE COUNTY. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS W ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.- TABLES SMALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It ..03S -1 CONFORMING TO ASTM A653. STRUCTURAL QUALITY, GRADE 40. G 60 GALVANIZED COATING. WITH A MINIMUM Fy . 46.7 KSI * ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -T6.. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS: FLORIDA STORM PANELS. INC. OPA LOCKA. FL DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP b BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1- x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2- BOLTS W/ DIE CAST ALUMINUM WASHEREO WtNGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 15 5 ®1. PANELS NOT UTILIZING STEEL TUBE SMALL BE FASTENED AT MIOSPAN W/ 1/4 -20 x t -BOLTS WITH IE CAST ALUMINUM WASMERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 1S b /6 ) FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS b TUBE ARE NOT REQUt EO NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION @- 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202. AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION tCTC) TEST REPORTS No 95 -032 AND No 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED ". APPROVED AS COMPLYING WITH THE BOTTOM MOUNT - 6 -1/4" (TYP) Q>� OR DIRECT 12-1/2 (7B OR DIRECT SOUTH nORIDA BUILDING CODE (TYP) , TYPICAL ELEVATION (SYSTEM 2j UNT TYPICAL ELEVATION `(SYSTEM 3)t'ouNT OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED BY 70P &BOTTOM MOUNTS SMALL BE 'F TRACK OR- STUDDED TOP b BOTTOM MOUNTS SMA11 BE 'F^ TRACK OR a WWUQW - _ _ PRODUCT OL DIVISION "'V.J. KNE H ANGLES WLTH STUDS (gY 6 -1/4- O.C. OR DIRECT MOUNTS ANGLES WITH STUDS (a1 i7 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4- O C_ WITH ANCHORS @ 12 -1/2- O.0 BUILDING CODE MPUAN E OFFICE PROFE5z;t ° ®/� D Ft Li n e No ACCEPTANCE N0. PE 0 0983 mm FASTENER (111 12- 0 C 1991 FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0 C. FOR DESIGN LOADS GREATER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR drarn b, ANY ACCEPTABLE ANCHOR) 1 r� iz r t0 t3 r M - $ <M ..ILL. U) NWT OQ 1/4� MAX- Q it SE 1- x T x 16 GA STEEL N (r M /Zr,orn I..L� O O W LL lA IW- O Nm CONCRETE. HOLLOW (TYP ) Lu FASTENER LM 12- O.C. U ~ FRAMING PLAN VIEW 0 OR EQUAL TO 100 PSF AND 6- 0 C FOR DESIGN LOADS SCALE 1 -1/2- . 1'-0- U� GREATER THAN 100 PSF - 0° S a ANY ACCEPTABLE ANCHOR) W = f/11c Q W 8 ILL = N W Z W _ � Y m I•- 9 W Nz w i 0 J W W r t0 N za. r M - MO OZ a�0 <M ..ILL. U) NWT OQ 1/4� MAX- Q it SE 1- x T x 16 GA STEEL N (r Q� /Zr,orn I..L� O O I 0 LL W O Nm CONCRETE. HOLLOW (TYP ) a 1/a -20 x 3 -v2 SOLT WITH - WASMEREO WINGNUTS. CO 12 -112" 0 C. (TYPI Vt.- MAX_ �•� - - - OVERLAP - FASTENERS r TYP. (SEE. NOTE 081 —/ OQ 1/4� MAX- Q it SE 1- x T x 16 GA STEEL OO 1 -3/4" OVERLAP MINI -(Si 16 GAGE GALV STEEL TUBE WHERE APPLICABLE NGLE CLOSURE PIECE 1-- -2- MIN TO SEE NOTE 8 b TYPIC l ExIST/NG ELEVATIONS t5 b t6 72 14 GAGE GALV. STEEL x 2" x. S- MAX. CONCRETE. HOLLOW (TYP ) ANGLE- CLOSURE PIECE J FASTENER LM 12- O.C. BLOCK OR WOOD FOR DESIGN LOADS LESS THAN FRAMING PLAN VIEW OR EQUAL TO 100 PSF AND 6- 0 C FOR DESIGN LOADS SCALE 1 -1/2- . 1'-0- GREATER THAN 100 PSF - (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 2- RIO* 7/19/991 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING ua AS NOTED da.19n by draw•mq no. 99 -097 sheet 1 of 4 { F7 I ' ! `... r .- sav 1111 q 11��1/•II•� RtiM a _ lit (411 b. } el kks F d L PT a MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 q__ B j ding Inspection Request I Date v Time l Type Insp'n ' Permit No. C Name Address ao I (� Company 7yn, n cl G Phone # "IKU — 4J For Inspector: Name & D Approved Correction ❑ ��° Re- Insp'n Fee ❑ ADDRESS 269 N. E. 103rd St. LEGALLOU E-0119-20, Bn -.11,� m Ss RECORD GARBAGE TAX c-b".occ. 7-11- PAID BY 1�9 YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER D. J. Crane (o) 1949 X12.00 12 -31 -L9 X15.50 7 -11 -49 13309 /tea 3 -A`. 5 ;a OWNER'S NAME PRESENT ADDRESS ,jC�+ -NSE NO. PHONE NO. OPME, D. T. 6820 N. E. 1st Court I JOB LOCATION (ST. OR AVE.) LOT BLOCK SUBDIVISION 269 N. E. 103rd Street 20 —& E-j 19 I 119 IMiami Shores GENERAL CONTRACTOR ADDRESS PHONE NO LICENSE NO. D. , a • Crain 620 N. N.-16-t Court - . - _ =,- BUILDER'S BOND Q 7843' p 28/ 4/_20_/_'4_9_ fl J�� p yZ� 2U/ 9 BUILDING PERMIT NO. DATE / 7 PERMIT FEES X00 NO. DATE `r/ p - =ZONE - - REQUIREMENTS 18 00 CU. FT. 1 PLAN CUBE _1% -3 CU. FT. EST. COST $ 109 000. 00 DATE 4/28/49 DRAWiNGS; SPECIFICATIONS. RESTRiCTiONS AND CUBE CHECKED BY- 'TM ` - -:° TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION g CBS � I Built -up �ak Strip Floors - Plaster Walls NEW CONSTRUCTION -- - _ = =- :DESCRIPTION REPAIRS Liy ]Rm` ` Din +m -..Kit - Sun Porch - 3 Bed. Rms 2 Baths i DESCRIPTION I= ALTERATION - 1 'fir attached gMmge ADDITION APPROVED REJECTED REFERRED TO COUNCIL REASONS SUBMITTED TO PLANNING BOARD. RE- SUBMITTED TO PLANNING BOARD REMARKS SUBMITTED TO VILLAGE COUNCIL CERTIFICATE OF OCCUPANCY NO. / r9 47 • ISSUED 11/J BY � ATC, TO D. .Tg Craue 26 NE 10 rd St. - - - - - -- - -- -- ANiL AINlR- PERMIT- �A4C3- 10.FRRFCTIQN REGa -17 -MIAMI VILLAGE-- - - - - BUILDING INSPECTIONS li INSPECTIONS DATE BY RE- INSPECT BY RE•INSPEC BY "FOUNDATION Q 572 / BEAMS & LINTELS 1 FRAMING 2 FINA 6 7/19149 1 ME I ;i CLEAN -UP PERMITS & INSPECTIONS McGuire CONTRACTOR 'McGuire Plumbing PHONE PERMIT NO. 7854 DATE -573 �!9 FEE $ 11*25 NEW BLDG. S ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE ITEMEOR 'RY SERVICE $ `'SEPTIC TANK 7907 $ SEWER $ SOLAR HEATER $ ' GAS $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT'I BY !;ROUGHING 5/6149 JM GAS SEWER SEPTIC TANK SOLAR HEATER FIXTURES 1. PH ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR H & H Electric Goo IPHONE PERMIT NO. 8 U 1 DATE 1 FEE $ 14.55 NEW BLDG. $ ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO.. NO.. P� DATEp FEE TEMP R , RY SERVICEMH A / ( / 2 QJ 4/ . $'' • H. W. 'HEATER CONN. $ "'RANGE CONN. $ MOTORS $ 'FIXTURES $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY `I'EMP.B VICE 4129449 JDH ROUG IN G 20 JW H. W HEATER CONN RANGE CONN, FIXTURES & FINAL ( r/ JD$ A PR VAR: TO POWER CO. FOR SERVICE DATE VIV49 ®Y uuu „ MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE 7 194 J ELECTRICAL PERMIT N? 7847 Contractor's License No. PLUMBING f/ j t Work to be performed under this Permit Owner of ! l Building Architect Contractor or Builder Legal Lot II Bl. Subdi- Description vision Address of Value of II Amt. of ;1 Buildin !ct Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in thq_ statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. ...:'' Signed: INSPECTOR In consideration of the issuance to me of this permit I agree to perform , e� work covered hereunder in compliance v pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper a In accepting this permit I assume responsibility for all work done b either myself, my gen , sefvant or employee. CONTRACTOR OR BUILDER BY By pith all or m ces and regulations athorities of iami Shores Village. 1. U O ,? AUTHORITY BUILDING r ELECTRICAL PLUMBING Owner of Building Architect MIAMI SHORES VILLAGE, FLETRIDA-, DAT 194T PERMIT N° 7843 C :tractor's Work to be performed under this License No. — Permit l e W II r Contractor or Builder Legal Lot { II Bl. Description",� C ms` .2 < Address of Building Subdi- vision Value of / 4__v Amt. of, ,! J Project ! / / () d -" ` Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. / r Signed �s ! >.,, 3 ft By { — INSPECTOR In consideration of the is nce to me of this permit I agree to perforrtt t work covered hereunder in compliance with all or in ces and r u ations pertaining th and-.4 stri conformity with the plans, drawings, statements or specifications submitted to the proper auflMties of Miarr S orF� llage. In accep ' is e44 I ume responsibility for all work done by either myself, my agent, servant or employee. C ACTOR OR BUILDER -BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE ` 'r 194, ELECTRICAL PERMIT N° 7898 Contractor's' PLUMBI14G License No. Work to be performed under this Permit Owner of Building Architect _ -- Contractor {� or Builder Legal Lot Bl. Subdi- Description vision ff Address of Value of II Amt. of Building :� ,' Project Permit This permit is grantid to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: `� .� __&_*..�..�y�' In consideration of the issuance to me of this permit I agree to perform the ,�6rk covered hereunder in compliance all pertaining thereto and in strict conformity with the plans, drawings, statements,;br. specifications submitted to the proper authoriti In accepting this permit I assume responsibility for all work done by either myseq, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA' BUILDING DATE -194-y- ELEC?RICAL PERMIT NO 7854 Contractor' PLUMAiNG License No. Work to be performed under this Permit Owner of Building Architect ' Contractor or Builder Legal Lot II Bl. Description Address of Subdi- vision Value of Amt. Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or, drawings or in the tements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. g B Signed: INSPECTOR y In consideration of the issuance to me of this permit I pertaining thereto and in strict conformity with the plans, c In acZathisi.nit I assume rRwonsibillity for all w rk C TRACTOR OR BUILDER agree to perform work covered hereunder in compliance with all or na es and regulations rawings, statements r specifications submitted to the proper autbior#ies �f iami1ShQreP_V5ag L either myse , my yaent, servggt o BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE 19 ELECTRICAL PERMIT N� X907 Contractor's PLUMBING License No. Wor be performed under this Permit Owner of (� Building Architect EM Contractor or Builder _ Legal Description Address of Bl. Subdi- vision Value of Amt. of Permit I This permit is gr ante4 to tife'Lbfiftor or builder netliied above tconAapproved uilding to install the equipment or device d ribed in the appli- cation herefor in strict compliance with all ordinances pertaining thereto wderstan g that the work will be performed in co ance with any plans, drawings, statements or specifications that may have been submitted to ed b proper municipal authorities. This Permit be revoked at any time if the work is not done in compliance with such ordinances or if te ch ge without authorization. A further condition upon hick this permit is granted is the understanding that the contractor or builder named aes th re onsibi ity for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plangs in a stattItRiLtspr specifications and that e assumes respon- sibility for work done by his agents, servants or employees. In consideration of the issuance to me of this permit I agree to perform tli"e`� red hereunder in compliance pertaining thereto and in strict conformity with the plans, drawings, statements or speci ications submitted to the proper In accepting thho permit I assum s onsibility r all work done by either myself, my agent, servant or employee. ON JA BUILDER BY dinanc�s anc� r<es(p tio� of Mica i Sh res 1lager AUTHORITY MIAMI SHORES VILLAGE. FLORIDA BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING fl a Owner of Building - Architect PERMIT N° 5245 Work to be performed under this Contractor or Builder Legal Description Lot 91 Address of f t ✓, ,f Building y DATE— Z' 195�7 Contractor's License No. Subdi- vision Value of Amount of Project $ I Permit $ This permit is granted to the contractor or builder named abova to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to tho work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BX. -- 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 6573 , Work to be performed under this Owner of Building Archi tect Contractor or Builder Legal Lot Description M Address of Building Subdi- vision :f DATE 195 Contractor's License No. Value of J :; --Amount of Project $d" -' ' Permit $. This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or .specifications and that he assumes responsibility for work done by his agents, servants or employees. " f' Signed: i`' • BY: 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 per t¢�I in thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- ceptihq his permit I assume responsibility for all work done by either, myse WIn aq nt, servant or employee. f/ CONTRACTOR OR BUILDER BY AUTHORITY 6 Iu� BUILDING MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ Date- - PLUMBING ❑ PERMIT N? 10369 Contractor's ROOFING ❑ License No. ❑ Work to be performed under this Permit_ _ Owner of Building Architect M Contractor or Builder r Legal Lot Subdi- Description Bl. vision — - Sq. Ft. Address of Value of Amount of Building I Project Permit $ _ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: (INSPECTOR) BY -- In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR or BUILDER BY AUTHORITY Step 1. Complete the attached permit applicatilh which must be signed by the property owner and Qualifier. Both signatures must be notarized, I ,Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed =Iication with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION 2 22 q Job Address: N E• J �I aJ Yl (O1Z Q� �7J'� U 2Address Apt. City State Zip Folio Number � � "' 214J�(J - b� �j- a•�3b Description of Work �OO.�C��Qn_ F j! S QQ btt baAhLooffil (ab S Lot M V E YI- I0 +I9Block k1u po�A "1bm4 Subdivision PB (>-q% PG Zoning Linear Feet Current Use of Property Square Feet 9 t 2��222rJ Units Floors Proposed Use of Property Value of Work L.7, 0 0o Bldg Value Tenant Information PERMIT TYPE( ✓ Building New Construction Electrical &e g. Enclosure Mechanical Alteration Exterior Plumbinghit Repair LPGX Alteration Interior Roofing Demolish Fence Relocation of Structure Other Shell Only ARCHITECT Name License No. Address Telephone Fax Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Ch g. Contractor Renewal Revision Extension PROPERTY OWNER Name Address 2(p9 or 10:6 S_r, C-W- E t FL ,- Jst'or Home Telephone 30 S— G 7 3 D 0'Z!, Business Telephone _ ms'_ SW—/831 Fax T Iqlp TYPE OF MANAGEMENT ( ✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'1 Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address iUogo t L- G ex . PL.. 3 5 t ('8 Telephone 3oS-�g S Fax 3as -G leg -4 SSo Qualifier Name Page 2 "IYER CIIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRI §. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1S1 Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE X Signature of Owner Print Name Sworn to and subscribed before me this day of V Signature of Notary Public - State of Florida SEAL: Cristina Hue F*MY Commission CC896557 'e Expires "scamper 19, 2003 Personally known OR, Produced Identification _ Type of Identification Produced: STA OF FLORID UN OF I -DADE ignature of Contrac or / QuShfier Print Name Sworn to and subscribed before me this _4 day of V �tN,`�y'b� Cristina Hue * *My commission CC896557 Signature of Notary R 4e- 51WWOftAthber 19, 2003 SEAL: 4* Personally known OR, Produced Identification Type of Identification Produced: Page 3 PERMIT APPLICATION I INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. u ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPj1-1 Outlet, Appliance QTY. TYPE, Q'1-Y. Service Repair A/C Central 1 -3 Ton A/C Wal m. Tons Fan Paint Booth Outlet, Wall Air Handler, Tons Service, Temporary Piping, Flammable Liquid A/C Central 4 -7 Ton Barbecue Fire Pump Process/Pressure Piping Outlet, Switch Bath Fan - Vented, # Signs Pressure Vessel A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot labs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New INAIECHANICAL Minimum Fee Condensate Drain Generator Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wal m. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Pool Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Cap - Fixture I YPE A/C Condensate QTY. TYPE Drains, Roof QT). TYPE Miscellaneous Fixture QTY. TYPE, TY. Soakage Pit Bath Tub Drinking Fountain Miscell$neous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pum ,Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY DATE: ♦ i Page 4 PERMIT APPLICATION OFFICE USE ONLY ❑ OWNER - BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) (Attach) (Attach) ❑ FIRE DEPARTMENT ❑ HRS / DERM APPROVAL ❑ BPR APPROVAL (Restaurants) APPROVAL (Commercial / (Septic / Sewer) multi- family) ❑ CONCURRENCY ❑ IMPACT FEE ❑ CONTRACTOR REGISTRATION (New Construction) (New Construction) (On File) ❑ OTHER ❑ OTHER (Specify & Attach) (Specify & Attach) /4 1"C4-,0-q'rze $3.00 per page '( canning Fee) $ jV Miami Shores Village $ ✓J Bond $ Metropolitan Dade County (C.C.F.) $ (sq.ft. = xn000 x ¢.60) Inspector State Educational Fund $ (¢.005/sq.ft.) State DCA (Radon) $ (0.01/sq.ft.) Code Enforcement Fine $ Zoning Review $ TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY. DATE: SECTION 13Y . DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official s Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Miami Shores Village t Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Permit No. Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # _ Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City Phone # State Zip Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: Square Footage Of Work: []Alteration []New ❑ Repair/Replace ❑ Demolition * sassa�****** aaaasasas***** sFeessa *aa * *asass * * * * * *s * * *asssa * ** Submittal Fee S Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due S (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip_ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature C Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 22 The foregoing instrument was acknowledged before me this day of -�= 20 ., by F i� 1 S 71 1 I( ) i� Y�l day of . 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTAIK� P L�ICn fl �a11P1 NOTARY PUBLIC: Sign: Print: 13, My Commission Expires: '- Alatic Bonding Co., Inc. State Certificate or Registration No., Sign: Print: My Commission Expires: (Certificate of Competency Holder) Certificate of Competency N ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Chc 10/14/03 Zoning MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No.- - - -- -,7 — Date----- - - --- -' 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 work. Owner's Name and Registered Architect Employing Electricial Location and Legal Description Lot---------- -------- -------------- - - - - -- -- — — — ------- Block _ ------------------------------------------ Subdivision ------- — ------------------ — ------------ — Street and Number where work is to be performed—No ------------ - ----- °k_Jh ------------------ — _— ------- _ ---- — Street ------- N—C _1 a- 3- _5__?, ____'__ —_ State work to be performed and purpose of building (By Floors)---------------------------------------------------------------------------------------------------------------------------------- New Building---------------- - - - - -- Remodeling------------------------ - -- - -- Addition-------------- -------------- -- - - -- Repairs----------------- ----------- -- - - -No. of Stories-------------- - -- --- Service Overhead Size Feeders -- 4�--- ______ Conduit__ - -_� -' —_ -Main Sw.___________- ________ __ _ _ __ Amps.________________ Underground Main Fuses ---------------- _ -------- Amps Type of Installation—Conduit ------------ ----- -ksTubing; ----------------- .X.L ------------------- Metal Moulding-------------------------------------------------------- Amount of Permit J `J (Signed) Electrical Inspector. The undersigned applicant for this building permit does hereby certify tha a understands and accepts h' ligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Flori a 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 sub - contractors, on work to be performed, under this permit, as are licensed by Miami Shores Village. t ( Signed) ? ---- - -� --------------------------------------- Master Electrician. STATE OF FLORIDA, l COUNTY OF DADE. 1? ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally 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, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'T'S FIXTURES NO. LAMPS REFRIG. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL LIST CHECK .7 ;,� ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON RADIO TOTAL SW. CAB. TEMP. PERM. 0-1 HP 1.5 HP TRANS. CONTR. �� p LIST CHECK Service Overhead Size Feeders -- 4�--- ______ Conduit__ - -_� -' —_ -Main Sw.___________- ________ __ _ _ __ Amps.________________ Underground Main Fuses ---------------- _ -------- Amps Type of Installation—Conduit ------------ ----- -ksTubing; ----------------- .X.L ------------------- Metal Moulding-------------------------------------------------------- Amount of Permit J `J (Signed) Electrical Inspector. The undersigned applicant for this building permit does hereby certify tha a understands and accepts h' ligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Flori a 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 sub - contractors, on work to be performed, under this permit, as are licensed by Miami Shores Village. t ( Signed) ? ---- - -� --------------------------------------- Master Electrician. STATE OF FLORIDA, l COUNTY OF DADE. 1? ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally 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, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT JS Permit No._ �0 ------------ --- - - -- Date -------- --------------------- 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 work. Owner's Name and Address -_ �"_tt-__'__- ��o ------------ ----- --- ------- - -- - - -- No ------------------------------------ ----- Street--------------------------------------------------- Registered Architect and /or Engin �- -------- - - - - -- - - --------- --- -- -------- -- - - -- - - ------------- ---- - - = --- - - - -- ---- - -- - --- - -- - - -- -- Employing Plumber's Name�f/ ' ='••=f -fw -------------- - - - - -- IVo.L3 ------------ - - - - -- Street - ------ . Location and Legal Description Lot____ d_ _!__ W _J_ '_______Block___ �_� - ------- -__ ________________ Subdivision ---!d!r----__-----~-- 1 - Street and Number where work is to be performed-No.- ___* ___ a__' ____- '_--------- ------ --- - f _A!------------ Street____________________________ _______________________________ State work to be performed and purpose of building (By Floors) ------------------- _------- - ------------------------------------------------------------- _--------------------------- New Building ----- �----------------------- Remodeling----- ---- ------------ -- - - - - -- Addition -------------------------- Repairs -------------------------- No. of Stories- - - - -_/ Size Septic Type of Feet of Drain Tile ------------------------------------------------ Dist. Feet of Tank or Drain Field from W Nature of Water Supply: City-+ HM ------------------------------------------------------------ Size of Soakage Capacity J� Amount of Permit � - - -� ------------------------------------------------------------ (Signed) (Signed) ---- -- - - -- --- - - - - -- - ---- - - - --- ---- - - - - -- - - --------------------------------------------- Plumbing Inspector. 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 com- plied 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 sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ( Sign - /-- -- - - /2 Master Plumber. STATE OF FLORIDA, ( SS. (� COUNTY OF DADE. j 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. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. BATH LAVA- SLOP LAUNDRY CATCH FLOOR DRINKING �GUO/ t1 TOTAL CLOSETS TUBS SHOWERS TORIES SINKS SINKS TUBS URINALS BASIN DRAIN FOUNT'NS FIXTURES CONTR. / LIST - CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIM'G } TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTR. LIST CHECK Size Septic Type of Feet of Drain Tile ------------------------------------------------ Dist. Feet of Tank or Drain Field from W Nature of Water Supply: City-+ HM ------------------------------------------------------------ Size of Soakage Capacity J� Amount of Permit � - - -� ------------------------------------------------------------ (Signed) (Signed) ---- -- - - -- --- - - - - -- - ---- - - - --- ---- - - - - -- - - --------------------------------------------- Plumbing Inspector. 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 com- plied 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 sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ( Sign - /-- -- - - /2 Master Plumber. STATE OF FLORIDA, ( SS. (� COUNTY OF DADE. j 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. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No._7 —$1- 7- - - - --- Date - - -- / k 7 '1 - - 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 work. T o� p 1 Owner's Name and Address - - - -_D r _ _- ---- - - -��- - -- ------------------------------------- No.------- �-'1- &-- + -------------------- Street --- - r — RegisteredArchitect and /or Engineer---------------------------------------- ------- ---- ------- -- -- -- - - - - -- -------------------------------------------------------------------- Employing Electrician's Name - IV --- � - - - -- — Y '---- -------- No.-I- - -*AXE �--- �- --------- - - - - -- Street -A1 -- - - - -� -- - - - - --- Locationand Legal Description Lot ----------------------------------------------------------- - -------- Block -------------------------------------------- Subdivision -- ---- y-- ----------- - - - - -- --------------- - -- Street and Number where work is to be performed—No ------------------------- - It- a ---- /_1! ---- 95 ------------- Street ---- --- --- - ---------------------------- State work to be performed and purpose of building (By Floors)--------------------------------------------------------------------------------------------------------------------------- New Building ------------------- - --------------- Remodeling ------- - --------------------- Addition ----------------------------- - --- Repairs ---------------------------------- No. of Stories-------------- - - -- -- Service Overhead Size Feeders ---- __-- __--- ______ Conduit_---------- - --- Main Sw ----------------------------- Amps ------------ - --- - -------- Main Fuses ---------------- -_ Am p s Underground Type of Installation—Conduit ------- --- - - - - -- Tubing --------------- B.X.L ---- - ------------- Metal Moulding------------------------------------------------------ --- ---------------- - - - - -- to M r y ;) IP— b^ Amount of Permit $ —� -`� - -- ------------- --- ------ -- ----- --------- - - - - -- ( Signed) - - - - -- -- -------------- - -- --- - --------- - - - - -- Electrical Inspector. The undersigned applicant for this building permit does hereby certify that nderstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5965, Compiled General Laws of Florida ?1`ermanent 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 sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ( Signed)_ - - -- &L4V ------------------------- - - - - -- Master Electrician. STATE OF FLORIDA, l 1t ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally 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, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH LIGHT PLUG FIXTURES REFRIG. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP TOTAL OUTLETS OUTLETS RECE'P'T'S NO. LAMPS OUTLET OUTLET OUTLET CONN. HEATER CONN. HEATER HEATER CONTR. LIST CHECK MOTORS MOTORS NEON ENT. DIST. SERVICE SERVICE RADIO TOTAL SW. CAB. TEMP. PERM. 0.1 HP 1.5 HP TRANS. --CONTR. LIST CHECK Service Overhead Size Feeders ---- __-- __--- ______ Conduit_---------- - --- Main Sw ----------------------------- Amps ------------ - --- - -------- Main Fuses ---------------- -_ Am p s Underground Type of Installation—Conduit ------- --- - - - - -- Tubing --------------- B.X.L ---- - ------------- Metal Moulding------------------------------------------------------ --- ---------------- - - - - -- to M r y ;) IP— b^ Amount of Permit $ —� -`� - -- ------------- --- ------ -- ----- --------- - - - - -- ( Signed) - - - - -- -- -------------- - -- --- - --------- - - - - -- Electrical Inspector. The undersigned applicant for this building permit does hereby certify that nderstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5965, Compiled General Laws of Florida ?1`ermanent 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 sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ( Signed)_ - - -- &L4V ------------------------- - - - - -- Master Electrician. STATE OF FLORIDA, l 1t ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally 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, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. 4- MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No.--_-r/___9--- _E�- -��--- Date ----- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith sub 5oflthe r the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of liahores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula 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 k. ss..__ _____ _ _ Owner's Name and Addre _ ----------- ----- ----- - - - - -- No----------------------------------------- Street--------------------------------------------------- Registered Architect and /or Engineer __---_______C__________________,------------ Employing Plumber's Name ---------------- — TJ Location and Legal Description Lot --- - ---------------------- - --------------------- Street and Number where work is to be performed—No --------- -_ State work to be performed and purpose of building (By Floors) New Building Remodeling ------------------------------- Block---------------------------------------- - - - - -- HeOw -------------- - - - - - Q- - - - - -- Addition -------------------------- Repairs ----------- __.---------- _ No. of Stories -------------------------- - Size Septic Ta - Type of Tank---- ---- - - - - -- --------------- Capacity Cals --------- - ' � YP Feet of Drain Tile------ - - - -// - ------------- -------- - --- -- -Dist. Feet of Tank or Drain Field from Well ----------------------------------------- -- ----------------- - - - - -- - Nature of Water Supply: City — Well----------------------------------------------------- - - - - -- -Size of Soakage Amount of Permit (fined) Plumbing The undersigned applicant for this building permit does hereby certify that he and rstands nd accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General a s f Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors . ub- 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 sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ( Signed) -- -� -� - V�C� C� Master Plurrrtier. STATE OF FLORIDA, } ss. COUNTY OF DADE. 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. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. CLOSETS ggTl.{ TUBS SHOWERS LAVA- TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS FIXTURES CONTR. L15T CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD (SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIM'G POOL CONTR. LIST CHECK T�1A Size Septic Ta - Type of Tank---- ---- - - - - -- --------------- Capacity Cals --------- - ' � YP Feet of Drain Tile------ - - - -// - ------------- -------- - --- -- -Dist. Feet of Tank or Drain Field from Well ----------------------------------------- -- ----------------- - - - - -- - Nature of Water Supply: City — Well----------------------------------------------------- - - - - -- -Size of Soakage Amount of Permit (fined) Plumbing The undersigned applicant for this building permit does hereby certify that he and rstands nd accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General a s f Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors . ub- 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 sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ( Signed) -- -� -� - V�C� C� Master Plurrrtier. STATE OF FLORIDA, } ss. COUNTY OF DADE. 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. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Miami Shores Village ��EoV Building Department i 2004 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 _ _ _ _ --------- BUILDING Permit No. Qlaa" ` PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) (f k (L 15-f i Ar1%J DJ !J 4A ti1 Phone # Owner's Address Z(o`j Of— - j O'ij Sf . City H14.-11 5 � ,a S State 47L- Zip 33 0 $ Tenant/Lessee Name Phone # Job Address (where the work is being done) 2& 9 N j�_ - 10 3 sf . City Miami Shores Village County Miami -Dade Zip 3 (� Is Building Historically Designated YES NO Contractor's Company Name ` w 0 I t (� . Phone # (1 65) rMe>ce, 2-1 %-7 Contractor's Address I(O �� fib.` �,.� R iv f City t t Av-1 It I tj f, State C- Zip 2 :3 1 Qualifier 4 ltd &►2ND 1 S Architect/Engineer's Name (if applicable) $ Value of Work For this Permit `I? E57 Type of Work: ❑Addition ❑Alteration KNew Describe Work: C:K"- A'L-e_F- DItWE CA-) ArY W ijv'�,% Phone # Square Footage Of Work: 6 Z el., e- '*' ❑ Repair/Replace ❑ Demolition Submittal Fee SQ Permit Fee $ CCF $ CO /CC ---- -y Notary $ �' Training/Education Fee $ �� " C Technology Fee $ Scanning $ Radon $ Zoning Bond $_�O '�- Code Enforcement S Structural Plan Review. $ Total Fee Now Due S 3 , I c, (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip_ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such parted notice, the inspection will not be approved and a reinspection fee will be charged. 3F ��Signature Owner or Agent Signature The foregoing instrument was acknowledged before me this nowle /i , g g g ,J The foregoing instrument was acknowledged before me this 2—?, t3 day of i� d 20 ,6 � 1, by r i i k a r � i G'i l i�ie , ,� ! t v r day of I 20 : ° ), by " (:.i 1 t i t who is personally known to me or who has produced i i v t -i who is personally known to me or who has produced ; -` -1 j'ry y As identification and who did take an oath. ' ` as identification and who did take an oath. NOTARY P BLIC: - - = _ - -_ _ NOTARY PUBLIC: p � ICI N991LLA i � t� Pia` � RISGiLIA =N09AL S ign: �� E (� '� Sign: �' 1. y 144 i * * , . s 4 EXPl ust 2, 2005 Print: Print: '�r I ' G s y �XPIRES: August 2, 2005 P ► i a o . O�ide6Tt dhu Kota OF FLD My Commission Expires: -- - -- My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. CGj4f. - % (I 1 Certificate of Competency No. APPLICATION APPROVED BY: Chc 12/15/03 ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Vi �7/J, JUL — 81004 Plans Examiner Engineer Zoning PERMIT APPLICATION FOR MIAMI SHORES 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795 -2204 • Date l Tax Folio Legal Description Historically Designated: Yes OECEM:11 n inc_4Lu_e &J 2003 R&W_ ._ No 0 Owner /Lessee /Tenet i, _ h ' l' }' Master Permit # Owner's Address Phone Contracting Co. / " j7� Li t �L [ /Lz C/ C / / Address Qualifier �� (�� `�� %J %l�1� L "zt, SS# � '�� Phone State # �� 1 L t 1 Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL < X PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: K6, 01 Square Ft. '? Estimated Cost . tl tU: I / 'L 13. 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 ANY 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 all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that 41Y'work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor'to do the work stated. Signature of owner and/or Condo President Date Signat e of Contractor or Owner Builder Date Notary as to Owner and/or Condo President My Commission Expires FEES: PERMIT RADON APPROVED: Zoning Mechanical Date Notary �r�mctnr or Owner Builder Date My Cc jcpires RENE TUAAA Notary Public - State of Florida _ • ' ��SApt25, 2007 s 'K, f" Commn # DD194890 Bonded National NotarK C.0 F• TOTAL DUE Building Electrical Plumbing .' 1; Structural Engineer i i APPLICATION FOR N vnatsatatravtar assFa�a�saanctrfv ivvsXriviacsvr a;vmmarna,rt.�t r AWWWon is h=byiwdlwto 4tpm`nit to do wort and insWb4ifft as indicated above, amt 4� w pg% vwilibe tst dtie; ofall Im mphiting toa*ucdm in this jurisdict *, I eit i i'tIls >. SriS, P, 3 and �CHAI. iitr OM gal r''i ir-f % Plvb i i 4 4' �^ d f } s �rsy�a axon. �aaa •.�v �P' �'I�+u�� am�.na's. sa+adit�c,.nu y- .s�rarmc WOW �1,''-Z t. ►�:4'� 'pR�il G�Yifl��' � 3itlSC1�' t., r• it , %: w Note My! k r OCT 17 2003 .eVX--- - - - - -- Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 6 iaZ6D 3'16 K 777 Master Permit No. Cj� q ok Permit Type (circle): Puilding )Electrical Plumbing fM, ,mechanical Roofing Owner's Name (Fee Simple Titleholder) W aq't (U0 lllf_ C �i #t Phone # Owner's Address - r S City �l a l sWs V IO to Jr L° Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 20 1 V .1� ' 10354 - City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name City Phone # \ j 0 J `-'`�1 Architect/Engineer's Name (if applicable) Iii A Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit U W. Square Footage Of Work: Number of: Bays Stories Families Bedrooms Baths Type of Work: " ❑Addition ❑Alteration ,, r❑Ne Repair/Replace ❑ Demolition Describe Work: i { ��G b n l� 1 l ' ice- 01(1 0 W_ County Escrow Fee $ , Permit Fee $ 00 Notary $ Education/Training Fee $ Tech $ J, 00 Scanning $ 3 "' Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ /00 Total Fee Now Due $ /0 Y, 60 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City s 7 State IV Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, •CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abse777"// d notice, the inspection will not be approved and a reinspection fee will be charged. ` Signatuke_ Owner or Agent Contractot --� The fore mg ins nt was acknowledged before me this The fore omg instrument was acknowledged before me this (��d~ day of 20 — by �� Z% da of Y 20Q� byLl(%�lf l �l�`L, who i personally known to me who has produced who is sonally kno to me or who has produced As identificati and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: ^� NOTARY PUBLIC:( Sign: Print: L mission #DD218894 My Commission Expires: °," Atlan ic Bo ed ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ( Certificat e Sign: _ Print: Thni 9 Co., Expires: Inc. My Commission Expi g C :,�•. of ompetency Holder) State Certificate or Registration No. Certificate of Competency No. ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: `�- Commission #DD218894 7\ Expires: Jun 02, 2007 Atlantic Bonding Co., Inc_ ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCT 2 12003 Plans Examiner Engineer chc7l7 /03 Zoning Miami Shores Village � } Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building C Electrical Plumbing ` Owner's Name (Fee Simple Ti bolder) Owner's Addressi-,�Cn q ` ' E_ ( n (D (, 0 N „0 2003 Miami Shores, Florid—a-3-3138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 'f�_0 Master Permit No. j;_Xp Mechanical Roofing City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) (0 9 ") t ID ;3 "t City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name ; I (C A (J C Ge T(X �k AL Phone #� �7 _090 Contractor's Address LD SW 12 City, ti.J c A" State � Zip Qualifier fo -A- 0 c. L % t-3 7Q-rc-� Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State $ Value of Work For this Permit A j Z 0� O L Number of: Bays Stories Families Type of Work: DAddition Alteration New Describe Work: s X 4,- L-0 Phone # Zip Square Footage Of Work: Bedrooms Baths 2'*'Repair/Replace ❑ Demolition <A� I—S * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculation -Misc Permits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ Permit Fee $ Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $. Minus Plans Check Fee $ Fee Totals $ _ ,, (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. jj� 0 11 Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Signature C3 - FI D r - V �XO-50 (? "C OP The foregoing instrument was acknowledged before me this �1 day of U: 20 Q ;, by f"YG1rlCt 0 P�'� who is personally known to me or who has produced (1-1 NOTARY identification and who did take an oath. Print: I L uL.. It M Commission Expires: My Commission Expires: �%OU \:s I a� My xp o*` Angela M Becker y* OMMIssion DD150048 * ** * * * * * ** (Certificate of Competency Holder) ?o, f,,�' � Expires November 15, Zoos State Certificate or Registration No. Certificate of Competency No APPLICATION APPROVED BY: Chc6 /18/03 ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** +%Y Plans Examiner Zoning d' a � a e . a. _ , e SIOF CQMMNCIgWNT.) 9 ^, t� xi V, � d s ' PERMIT APPLICATION FOR MIAMI SHORES4 LLAGE Date d ° ^�� Job Address a6rq Cam. �� Tax Folio ZZ 42 Legal Description Historically Designated: Yes No OwnerA" see / Tenant �/7 ! l S 7e, Master Permit # Owner's Address U //�(� G 4r Phone v o Contracting Co. f 6i (t{ ��r A:)(5 Address ��0/ D�l�1 Q` f Gl. "lo� , 9 Qualifier ' CA 66 Ss# _ -"hone �) I��Q State # 81t1A213J6Municipal # Competency # Ins. Co. Architect/Engineer N111- // ` Address Bonding Company ! Y 1 Address Mortgagor / M Address Permit Type (circle one): II.DING ELECTRICAL PLUMBING MECHANICAL. ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft Cost (value) 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 the work stated. '� e.� Signature of owner and/or Condo President Date 9-129.0-a /10 . 164-03 APPROVED: Zoning Signatur f Contra t or Owner lder Date `t> >N1411411!/ll�j�� Notary as Contractor or Ownerui QJ�' °O� �, ; Date My Commission Expires: _ * ; ! • • o #CC757303 ; o r •'• : Bo IN O�y 7 --� NOTARY `D ` BOND TOTAL DUE Blilding 4_fW510 E lectrical _ Mechanical Plumbing Engineering Notary as to Owner and/or Condo President Date Expires: LOS A. ISER My Commission ko "ounY PUBLIC - STATE OF RORMA 11AWAN TV0V ASA FEES: T 0 . RADON C.C.F APPROVED: Zoning Signatur f Contra t or Owner lder Date `t> >N1411411!/ll�j�� Notary as Contractor or Ownerui QJ�' °O� �, ; Date My Commission Expires: _ * ; ! • • o #CC757303 ; o r •'• : Bo IN O�y 7 --� NOTARY `D ` BOND TOTAL DUE Blilding 4_fW510 E lectrical _ Mechanical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ` , Date 26 Job Address 6 0 i a Tax Folio s Legal Descrip 'on Historically Designated: Yes No Ownerkessee /Tenant fylffv- . Y Master Permit # Owner's Address 2 Phone Y "` f�✓ Contracting Co. C-3 W Y, e- Address Qualifier SS# - Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING E CTRICAL PLUMBING MECHANICAL ROOFING PAYING FE CE SIGN WORK DESCRIPTION E 1 lL W C.t� Square Ft. Estimated Cost (value) lW' 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 the work stated. Okat (; Signature of owner and/or Condo President Date Signature of Contractor or Owner - Builder JDaf Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner Builder D to My Commission Expires: My Co FEES: PERMIT RADON C.C.F. ' NOTARY BOND TOTAL DUE •'6;' APPROVED: G �{ Zoning Building I 1 Electrical Mechanical Plumbing Engineering Date Legal Description Owner/Lessee / Owner's Address PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address � Tax Folio Historically Designated: Yes I Master Permit # y 7 / Contracting Co) �(,t� Yl QJ �' Address r, Qualifier State # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION, Municipal # �9. Phone SS# - - Phone Competency # Address Address Address Ins. Co. PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN i-- - —r- . Square Ft. Estimated Cost (value) .v 5n ` WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR EffROVEMENTS 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. f I i, Signature of owner and/or Condo President Date Signature Notary as to Owner and/or Condo President Date Not My Commission Expires: My FEES: PERMIT JU RADON C.C.F. ` b D NOTARY j APPROVED: ATS OF FLORIDA DA NO. CM4103 BOND TOTAL DUE J ---' f zoning Buildin��— Electrical Y Mechanical Plumbing Structural Engineer HE M Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION Permit No. \ \ `� Master Permit N FBC 2004 Permit Type (circle): 5older) Rooring Owner's Name (Fee Simple �1 S T%$itT % A bd tf A,4 Phone # Owner's Address 269 AF' i0 ;;>, st ' City A 14-M" :NG 9,EF5 State Zip % Tenant/Lessee Name Phone # ads �21 (3� Job Address (where the work is being done) zig ^,F 18 3 4, City A46 QWO mi Shores Village County Miami -Dade Zip 33111 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name C xj_D fit �n� ��T(VA C&k f Phone # Contractor's Address 7411 U 44 S4 City M I A-nn t State _z , Zip 3 �r Qualifier Name 'TZ GA T P=2-4`5 Phone # :3a3— 40-3 7_ Q State Certificate or Registration No. G COS tO Certificate of Competency No. Architect/Engineer's Name (if applicable) Value, of Work For this Permit $'- 2�00 . OD Square / Linear Footage Of Work: J50 L IF Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: 4FI14 ; ,_ C;_F W A L Z A+' A 61 -W`0 47- Submittal Fee $ O Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR Technology Fee $ Zoning $ Bond $ Code Enforcement $ 0"oble Fee $ Structural Review. $ tr" Tt,ta )Now Due MAY 4 9 2n08 CA 1131 See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 p, ted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of suc posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature /'t Owner or Agent The foregoing instrument was acknowledged before me this day of X14-V , 20CI , by who 4,ersonally known to' "me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: :40 Print: 1-1. ez t cs 14. My Commission Expires: APPLICATION APPROVED BY: (Revised 07 /10/07) Contractor The foregoing instrument was acknowledged before me this day of 20 e J ;' by who i personally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: PUBLIC =STATE OF FLORIDA -- . " ° °""'-- --� .j NOTARY PUBLIGSTATE OF FLORID A Julio A. Viyella " Julio A. Viyella Commission #DD507237 commission #DD507237 , Sign: ExPifeso M. H1 20io , X ir ' *V-44& MC DMINa CO., MC. Print. k r c "ED 01MtNe Eo:; INC. My Commission Expires: 7 Plans Examiner Engineer Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date'. J _a�C?� 7',)b Address CX ("Al ICJ . E-, I 0 � L __Tax Folio Legal Description Historically Designated: Yes No Owrerd /Tenant � ca (' -, rr t �, . � �' �c.t ��< a't-�' Master Permit # 7� Ownees Address �- Cl t").6, Phone — 7. _ Lt; ,5— Ci Contracting Co. ai A S Address oJ '?C7 Quahfier �1 1 1 [ l �i J \Vt SJ# Phone _ 3c5-- 2`G 3 ` 1.." G cc State # o5 % 6 � � � Municipal # Competewy # Ins. Co. ArchitecQEn&eer t/ Address Banding Company to 0- Address MaVagor !R Address Permit Type (circle one), WORK DESCRIPTION Square Ft. 1 Estimated Cost (value) 5 f SV y Q a 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 attache 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 will be done m compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above- Signature of dlor Condo PgKident Date Signature of Contractor or Owner - Builder Date OF , JAMES R. p qL TARY� M C ` p /2000 F F4 M DEAL C a nde t 7 Notary ako 1/� Condo I dtnt Date Notary Date My Commission Exprres'�`'". -�:: r t om� i.o. My + r t r► r.o. FEES: PERMIT i �' RADON C.C.F. NOTARY BOND 200 TOTAL DUE-R7 APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering -Miami Shores Village Building Department 1.0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING p� Permit No. PT 0 � -u, PERMIT APPLICATION M ter Permit No. FBC 2004 /�,��a L Permit Type: PAINT PERMIT Owner's Name (Fee Simple Titleholder) _(�VVvtS� twi t,Ntj kW^ Phone # 3os 7 S$ - q -7 Q 1 Owner's Address 0 NG 1034 S�+ city M'Uml S6/-t5 State r2 Zip `;31'3 5 — Tenant /Lessee Name Phone # `3 0 S$ _� ? E -MAIL: ___ - _ —�'�� i � _TO,,tiwo . C�,1� -�• _ t . _ Job Address (where the work is being, done) Z�Q NE 103 sAy,, --t City ` Miami Shores Villa <gye County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES _ NO Ci i Contractor's Company Name )1VS4z 0.A- felwva+W,,& (k f S t "5 N Phone # SOS _70 -- $-7 `t5 Contractor's Address X70.1 `L Sy r a k City__- - - - - -_ it t State r2 Zip 3 3l $ s Qualifier Name F-0 �'I`O " s o � t,, Phone #--]'D6 6b'3 - N 01 5 State Certificate or Registration No. T1 1�5 003271 Certificate of Competency No. OWNER BUILDER: Value of Work For this Permit $ DOO. 00 Type of Work: ❑ Addition / ❑ Alteration / ❑New / CK Repair /Replace Describe Work: h�,+ Cno+ty\ o .- a F 6,se Application is hereby made to obtain a permit to do the work and installations as indicated. I certify thatno work or installation has connnenced 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 jurisdiedvai. I understand that a separate pennit must he secured liar EllC'TRIC'Al. WORK. PlAJMIIINO, SIONS. WEI.,I,s. POOLS, 1`URNACES, BOILERS. HEATERS, TANKS and AIR CONDITIONERS, ETC..- "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING: TWICE. FO[ IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORt � RECORDING YOUR NOTICE OF COMMENC:EMEXU." Notice to. I pplicani: as a condition to the issuance ofa building permit with an estimated value exceeding $2500 the applicant mist promise in good failh That a cogy of the notice of colnniencetnenl and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certllied copj•' of the recorded notice of connnencemeni rnrisl he ported at the joh rile 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 he approved and a reinspeclion fee will be charged. * ra*** ti **** *************** Fees*��* ��* ��** �� *�� *��ax,��x *�� *�� * *�� *,� Permit Fee $ �(JU ^ - CCF $ OQ Technology Fee: DSO win , Training /Educatioli tr�c -$.• lotary $ 15` 00 Code Enforcement $ Double Fee $ Zoning $ Total Fee Now Due $ q0 " +• ��`�+$ See Reverse side CAS PAINT COLOR APPROVAL. AND AGREEMENT All elements on the site must be listed and indicate the color to be painted Directions: Please circle corresponding number to appropriate color sample. Walls: (®) 3 4 Fascia: I r2 r) 3 4 Drip Cap /Drip f die: 1 2 4_ Soffit: I ?, 3 4 Roof. I 3 4 Flo\ -vet- Bins: 1 2 3 4 Shutters: 1 2 3 4 Awnings: 1 2 3 4 1 2� 3 4 Doors 1 2 3 4 ,.�: Garage Doors: t i J 3 4 Raiiin(-,s: I 2 3 4 _ Fences: 2 3 4 All brick (simulated or regular): I ) v 2 3 SttrCCO Banding: Any Other StnCCO I-eatUl -CS: 1 2 3 Accessory BUildinffs Other.- Arl 4 Attach color samples with name and number. 7 S SW 6099 Sand Doilar SW 7004 Snowbound OWNER'S AFFIDAVIT: I certify that all the foregoing information 's accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni.i . (r r' Signature__ l Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 10 ' The foregoing instrument was acknowledged before me this day of . 20 0� . by Chr, S Al � day of' 20 J . by '� i ✓ who is personally known to me or who has pmduced rL OL _ who is personally known to me or who has produced t L � L �SS J -10 1 7 t 13 %-OAs identification and who did take • -91*✓w'ttti Uentification and who did take an oath. \`itfldt(ti�! Nz NOTARY IT LIC: �R\ \Sgt g95 NOTARY PUBLIC: ```' oM I . .SSi(�p�� Sign: M� \gS \ON 0?� �e�s Sign: o9pst8 Fly,• � '`,rues, i� \� S• � pbbNc�� 2 �„ * � P Print: - .QNIWt : *: yP ctaN Print: #DD ; My Commission Fspires: %, . F My Commission Expires: yam; -Z- 22 r L•• ?: ogedthN 5 'i�IJAG gblic Un•.de • pQ�� APPLfC'A1•1ON APPROVrD BY: O/I z I Plans Examiner Preservation Board Code Fln(orcemenl (Revised 04/24/0