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290 NE 95 St (7)By+ RotandooOktiz Professional Land Suv S ide of Fl flea n. • LOCATION . M A P N.T. i4 .. LEGAL DESCRIPTION Lot- ;5 : and ;the East of Lot 6, Block 28, "AN AMENDED PLAT CF MIAMI SHORES SIECTICN ND. 1" , ng . to the plat' thereof, as recorded . in Plat Book 10, at Page 70, • of the " Public Records of Dade County, Florida. FOR Stephen K. Gonzalez & Lisette Reid. . CERTIFIED TO = Stephen K. Gonzalez . and Lisette Reid. . NATICK BANC Mciri CC1RPORATICN, it's successors and/or assigns; as their interest niay appear. Attorneys` Title Insurance Fund, Inc. "GUNTER GROUP, INC. 9350 % S.W. 22i 'Terrace, . Miami, Florida 33165. . Phone:220 - 0073 I` HEREBY CERTIFY TO THE ABOVE NAMED FIRM AND /OR PERSONS THAT THE "SKETCH OF OF THE HEREIN DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED... AND PLATTED UNDER OUR DIRECTION, ALSO THAT THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE' ,t.. Ni SHOM AND MEETS THE MINIMUM TECHNICAL STANDARDS SET BY THE FLORIDA BOARS` 00 LA?IOi'SURVEYORS IN CN1APTER / SURVEYORS NOTES: BOUNDARY. SURVEY. 61G17 - ,.‘`, SECTION 472027 FLORIDA ITAM& LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. • EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO UP /DAI 12/12/1995 DETERMINE RECORDED INSTRUMENTS,IFANY AFFECTING THE PROPERTY.. , 17: • LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS,LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. • SCALE AS SHOWN. VALID UNLESS ,SEALED WITH AN EMBOSSED SURVEYOR'S SEAL ACCORDING TO THE N F 1 P THE SNE ET • PROPERTY FALLS WITNN FL000 ZONE riLo - 1. t'C SKETCH DE SURVEY 1 � -- SCALE " saT NI t . el 54T• S P" - h �Z.'�5 r c ?fa 5' t°kc IIv o. ,7 C L) PRoPERTY Aoof 2‘.)0 /0 /,>' . / 3 3 3 ' - P • 1 IJ / N � t 63i v N� ; ri Ine�TaF r I ?. ' nr 4 , -- (I` 15. . k �J• b.4' / /./.' 1 05 Ii1 4; Ate S ' 'Y At6 /41 2fo NE. ,i Sr M /LIM/ tto%Z /A . F0 r rt hACal = EICJATIO.+S To To 14.1; - l/•J47 -1/•4 197-°1 &DE cou -/rr B E. e_A -lA _ 14: /4 - `03 t:( ✓4 r/ou: 7, 70 Fea r. SCAL° -1/4" :1 NPL: z,- It AWNINO. SCALL = '/4" Iro -o " , 1 -0 ovEt- I-ILAO sT?E-L .:. 8. 000ft. • ot5- opw.o2 SOUTH - =VA IO' NOTE: ALL WINDOWS To Be YAL? :.OeReN , 7A7t• eQUNTY _ ArrKovpp. OMR _ -. NEW 1/421'2 AWNING .SL oP- T G NO : ALL W!NPo6:5 To NAVE pA2E COUNTY AP PROvgp O oR7 r AN =L. -s/P L / ( TYP I C A L) . 1 T 1 TOr oL CONC. 5LA3;" • 1 10P o= TIE SM. C °' ':CJ So'act: SCKEEN 1 - 2 (0 CON ANC olZ:p TC NOTE: Nall 2 xCO - 8 4 coNc. 5Lo r, 9 TKUsS Tom' ft'tia ' Imp I To or. cortc. o' -0 L TOP o° co c. - 4- 0 CI - NeW t21- :AWNING. __ II EXIS ?. - 15AT14._ NOTE BLOCK 'N EXIST• orENIN& W/ e CoNC. BLOCK.— 0 1I 1 T 0 0 1= � trx15T1Ne. BEDROOM. 1 I({— : tiO "P edIST :82. CONC. 13LK. WALL. NEW : I� STUDIO._.._ 9 ,1 - 1 L 2! S i - + a Z 1 - S a _ 11 1 41 13 Tor oP SLAB VLes/. 10.5' NEW TWO- CAR GARA6e. 102 -O x 53 O•/FR- HEAD &ARAGE- DOOR. 161 - ?S 4 • PINISH rLoo elev. 10,14. NOT-: :ALL SHEATROCK rARTIONS PIN■511IN0 FOR NPW STUDY SMALL 6E- SY oWNPR. CONTRACTOR - SHALL BP Re5PON516LP roR ELPCTRICAL 4 .-PLUlewd oNL'(. e :NOTE ALL WINDOWS To BE- YALE- oGT 1- , DADe coUNTY ArrIvoveD. d� ,.. ,j11111111 :. . I ; 1 IN 1 0 O N- -NOTE - _RAISP CONC. FLOOR or • - NPW 5TUD10 "' TO MATCH exls rLooR eLPv. N°tJ 2 (o' 9TL. DOOR : 0 1 - 811 T . -- Bx I5T'Nc rLANTE° - - - -- VENT BLOCK (Tyr) k IN TOTAL. J UMEINC NOT': 1 A CLE-ANOUT SHA'_i ;o11 AND WASTE- r'C 2. MIN. ,, °ITCH oPALL Hr"*. '.7.F+ALL PE //'-' rFE- - • r:OOP,DIN:ATF 71!6 :. Al! ALL C-,t1 5. IN Ct ?1t AL ;.LL :a 'nc.`1 d ?XISTIP& f _ isX1 K1TCIIE J. tX:ST'N• 5eoRooM. L ?x1ST!NG FINISH Loo Lv: [0.1i' E Xi5TING LAYOUT Or RE ' _ °_'xISTING LINING. NOTE': _ALL SHEATROCK e i ARTIONS PIN:SHIN& FOR ' NPW STUDY SHALL BE I3Y oWNPR. CONTRACTOR _SMALL BP [P5roNSIgLe /mom ELPCTRICAL - -°LUMEIN& oNL-r. !'X 1ST IN& _ 3 ° 2 OoM. _ .2 vT.R. . _ EXISTING _ ?LANTER. a PROP82TY LINE —� l / . 4- 0 IOD' 1 SCALE • I' 1 20' -O' ex1sj, strrTlc TC_ 1 PLANTER. EXIST. CBS. WALL. di 12.5 m 19A' t) _ EXISTING 1- STORY in RESIDENCE No. 240 NE. '5 th ST. HIAMI, FLORIDA. FP. ELF/. 10.94' 1 i SITE PLAN 90.4' 28b' F NEN DRIVE rI 44 1_ 8.4' I1 b' ff 18 I F x4' ,o PROPOSED SITE FOR NEW GARAGE. NOTE: Neal DRIVE' TO E.e S CONC. SLAB WITH f ( » »" W. W.ME5N. N.E, gf5 STREET 20' PAVEMENT 25' PARKWAY 160.61' 22.8' 15.8' PROPERTY LINE. —\ 1 • PROPERTY LINE PLANTER EXIST. CBS. WALL. PLANNING BOARD AGENDA OF September 12, 1996 Name of Owner /Applicant Ms . Gonzalez Phone No. Name of Architect/Contractor Robert S. Monsour Phone No. 822 - 3141 Address of Property, and/or Legal Description 290 N.E. 95th Street Nature of Request Approval of plans for garage enclosure. Present Zoning R - 18.5 Area of Present Building 2,141 Area of Proposed Addition 566 Total Area 2,707 Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front 25 Side 10 Rear Setbacks Provided : Front Side 10 Rear 15 Variances/Zoning Change None Council Action Required No aiami cihores F L O R I D A Planning Board Action A P 9 1 1 ( J 2i c Council Action ITEM NO. 2 Director of Building and Zoning 15 • I • Metal Tech.. Inc. ACCEPTANCE NO.: 95- 1220.03 APPROVED : APR 0 4 1996 EXPIRES : APR 0 4 1999 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 name, city, state, and the following statement: "Dade County Product Control Approval ", 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 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 copies need not be resealed by the engine ?. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1. 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced En Florida Building Code. -3- END OF THIS ACCEPTANCE , Chapter 36 of the South Or . do Bl. o, P.E. - Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CTC 95 - 042 Max.. . 2 3/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +120.0 PSF CTC 95 -042 +92.0 PSF CTC 95 -042 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -195.0 PSF CTC 95 -042 -150.0 PSF CTC 95 -042 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +109.0 PSF CTC 95 -042 +73.0 PSF CTC 95 -042 Max. @ Design 1.5" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -96.20 PSF CTC 95 -042 -64.0 PSF CTC 95 -042 DESIGN PRESSURE RATING See Design Load Pressure Rating vs Panel Span Chart, Sheet 4 of 6, Drawing No. 95015 Metal Tech.. Inc. 7. TESTS PERFORMED TESTS: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 (1) Uniform Static Air Pressure Tat per PA 202 -94, (2) Large Missile Impact Test per PA 201 -94 and (3) Cyclic Wind Pressure Test per PA 203 -94 of galvanized 20 ga. steel storm panels, prepared by Construction Testing Corporation, Report No. CTC 95 -042, Pages 1 thru 6 of 6 , dated December 6, 1995, signed and sealed by Christopher Tyson , P.E. 8.2 Drawing: 8.2.1 Drawing No. 95015, Sheets 1 thru 6 of 6 , prepared by Ramms Engineering, Inc., dated 10/01/95, signed and sealed by Robert S. Monsour, P.E. 8.3 Material certification: 8.3.1 Certified Tensile Test Report prepared by QC Metallurgical, Inc., Report No. QCM 5LM -2843, dated December 11, 1995, for specimen CTC -95- 042 -C. 8.3.2 Mill Certified Inspection Report: Certification Code No. 6405, Laboratory No. 95-05-345, Page 1 of 1, dated 05/11/95, prepared by Sherry Laboratories. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, dated 03/04/96, P. All 7 of 7, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Mo Orl. : lan o, P.E. - Plans Examiner II . -2c- ACCEPTANCE NO.: 95- 1220.03 APPROVED : APR 0 4 1996 EXPIRES APR 0 4 1999 Product Control Division -2a- NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • Metal Tech.. Inc. ACCEPTANCE NO.: 95- 1220.03 APPROVED : APR 0 4 1996 EXPIRES : APR 0 4 1999 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Direct Wall Mount The panels are secured at the header and sill with 1/4 " -20 x 1/2" side walk bolts into with I/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing of 12 1/2" o.c. as shown on Detail 'C' , Sheet 3 of 6; or the panels are secured to a header and sill aluminum (1 /8 "x 1- 1/2 ") studded strap with 1/4 " -20 x 3/4" studs spaced 12- 1/2" o.c. the straps are anchored to the wall with I/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for wood framing or 1/4" diameter masonry screws, with maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for concrete or masonry. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.2 Wall Mount - (w/ 'h' - Header & SilI Track or Anglel The panels are engaged into an aluminum 'h'- header as shown on Details 2, 3, 5, 6 or 8 , Sheet 2 of 6, and are then attached to a sill angle or track as shown on Details 5, 6 or 8 , Sheet 2 of 6, the header and sill angle or track are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.3 Build Out Mount The panels are engaged into an aluminum 'u'- header as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, and are then attached at the sill as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, the header and sill are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.4 Ceiling/Inside Mount The panels are engaged into an aluminum 'u'- header as shown on Details 1 or 4, Sheet 2 of 6, and are then attached to a sill angle as shown on Details 7, 10, or 11, Sheet 2 of 6, the header and sill angle are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.5 Any combination of the above, Orlan anco, P.E. - Plans Examiner II Product Control Division NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Metal Tech.. Inc. ACCEPTANCE NO.: 95- 1220.03 APPROVED : APR 0 4 1996 EXPIRES : APR 0 4 1999 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 95015, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFI 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and/or straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.95015, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed Orlan . T'an o, P.E. - Plans Examiner II Product Control Division -2b- Metal Tech.. Inc. ACCEPTANCE NO.: 95 - 1220.03 1. DESCRIPTION 1.1 - 2 - APPROVED : APR 0 4 1996 EXPIRES : APR 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a 20 ga. galvanized steel storm panel designed to comply with the South Florida Building Code. 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95015, Sheet 1 of 6 using galvanized 20 gage steel, with Fy = 33 ksi min., conforming to ASTM A 446 -91 Structural Quality, minimum grade A, with a G 90 minimum coating. 2.2 Panels have a nominal width of I2.50" and a total width of 14.0 ", forming 1 5/8" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, extrusions and I -1/2 "x 1 -1 /2 "x 1/8 ", 2 "x 2 "x 1/8 ", 3 "x 3 "x x 1/8 ", 5 "x2 "x 1 /8" angles, l- 1/2" x 1/8" flat bar, 2- 3/4 "x 2 "x.062" 'h' header, 2 "x2 3/8 "x.074" 'u' header, 3/8 "x 1- 21/32 "x .093" 'F' track and also .050" and .060" thick parts of numerous shapes and sizes used as return pans for built -out conditions. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 126" or 10' -6" to be installed only as outlined on drawing No. 95015 Sheets 1 thru 6 of 6. 3.2 Minimum separation to existing glass to protect shall be 2- 1/2" for spans up to 102" 2 3/4" for spans up to 126" 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement Reinforcing straps, consisting of one 1 1/2" wide by 1 /8" thick flat bar of aluminum alloy 6063 - must be used as shown on Sheet 4 of 6 and fastened with a 1 /4" -20 stud bolts w /wing nut & washer and spaced at max. distance of 12 -1/2" on center. The required straps per span condition shall be as follows: 3.4.1 Panel Spans up to 68" - No reinforcement straps required. 3.4.2 Panel Spans 68" to 102" - One reinforcing strap at midspan 3.4.3 Panel Spans 102" to 126" - Two reinforcing straps at 1/3 spans ■ O o : l anco, P.E. - Plans Examiner II Product Control Division METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Metal Tech Weatherwall Division 7635 W. 2nd Court Hialeah Your application for Product Approval of: 20 ga , Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95015, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 95-1220.03 Expires:04 /04/99 FL 33178 Approved: 04 /04/96 - METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc0l 0shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372-6339 Rau • s •l' guez 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 Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Security Aluminum Windnwt and Ponta 10.1.2 Horizontal: • -2g- ACCEPTANCE Nn.• 95-0929 ' APPROVED EXPIRES • MAR 0 1 1999 NOTICE OF A - EPTAN - . SP ..IFI CONDITIONS . MAR 0 1 1996 Man trl<J Perez, P.E. Plans i aminer 11 Product Control Division ACCEPTANCE No. 95-0929 n APPROVED s AIWi 0 1 1996 EXPIRES : MAR 0 1 1999 ft(1TICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submined documentation, including test supposing data, engineering documents. arc no older than eight (1) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name. city, state. and the following statement: 'Dade County Product Control Approved', or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been • 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) lithe 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 , u 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 wrinen approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any oldie following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this produce 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 Dade County, Florida. and followed by the expiration dale may bc displayed in advertising literature. If any ponion 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. 8. Failure to comply with any section nights Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2. 2(a) through 2(g) and this last page 3. Items 10. 11 & 12 listed below Doty ap ply to glaze products 10. Unless specifically indicated in the Acceptance (approval), Nis unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from die Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other pans of the frame. shall bc as tested. but in no case shall exceed 24' on center. The fast fastener shall bc located at a maximum ad from each corner and mullion or stile. Fastener shall fully penetrate the buck. which shall be the same size as the one 'cued with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention Chapter 36 of the South Florida Building Codc. END OF THIS ACCEPTANCE -3- Manutli -Pe P.E. Plans E41Ainer 11 Product Control Division WINDOWS W/DSB- ANNEALED GLASS WINDOW DIMENSIONS DESIGN LOAD - PSF WIDTH (inches) IIEICIIT (inches) EXTERIOR INTERIOR 19-1/8 26 2 VENTS (3 anchors/jamb) 50.0 166.8 26 -1/2 50.0 118.7 37 50.0 78.9 53 -1/8 50.0 52.1 19 -1/8 38 -3/8 3 VENTS (4 anchors/jamb) 50.0 150.7 26 -1/2 50.0 108.8 37 50.0 • 76.9 53 -1/8 50.0 50.7 19 -1 /8 50 -5/8 4 VENTS (5 anchors/jamb) 50.0 142.8 - 26 -1/2 50.0 103.0 37 50.0 73.8 53 -1 /8 50.0 50.1 19-1/8 63 5 VENTS (6 anchors/jamb) 50.0 137.7 26 -1/2 50.0 99.4 37 50.0 71.2 53 -1 /8 49.7 49.6 19 -1/8 74 -1/4 6 VENTS (7 anchors/jamb) 50.0 136.3 26 -1/2 50.0 98.4 37 50.0 70.4 53 -1 /8 50.0 49.1 19-1/8 86 7 VENTS (8 anchors/jamb) 50.0 134.5 26 -1/2 50.0 97.1 37 50.0 69.5 53 -1 /8 50.0 48.4 TEST RESULTS DESIGN LOADS AIR INFILTRATION ® 1.37 PSF (13 MPH) SFOC PA 202 -94 (017 CFM/FTs) 0.11 CFM/FT FTL -1275 UNIFORM STATIC PRESSURE DESIGN LOAD SFBC PA 202-94 POSITIVE •300 PSF FTL -1273 •300 PSF FTL -1275 UNIFORM STATIC PRESSURE DESIGN LOAD SFOCPA202.94 NEGATIVE -30.0 PSF FTL -1273 -300 PSF FTL -1273 WATER RESISTANCE (PSF) . SFOC PA 202-94 •750 PSF FTL -1215 •500 PSF FTL -1275 UNIFORM STATIC PRESSURE FULL TEST LOAD SFOC PA 202 -94 POSITIVE •75.0 PSF FTL -1273 •500 PSF FTL -1273 UNIFORM STATIC PRESSURE FULL TEST LOAD SFOC PA 202 -94 NEGATIVE -73 0 PSF FTL -1275 -50.0 PSF FTL -1273 i URCCD -ENTRY RESISTANCE (FER) • AAMA 1302 5-76 SATISFACTORY FTL -1275 Design Pressure Rating (Positive) +30.0 PSF Design Pressure Rating (Negative) -30.0 PSF For Design Pressure Raring vs. Window Dimensions we Comparative Analysis table in Section 9. curity Aluminum Windows and Doors ACCEPTANCE No.: 95- 0929.28 APPROVED EXPIRES NOTICE. OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED . MAR 0 1 1996 : MIW 0 1 1999 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on I) Air Infiltration Test, SFBC PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC PA 202 -94 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an aluminum awning window prepared by Fenestration Testing Laboratory, Inc., Report No. FTL -1275 dated September 26, 1995, re-issued on February 12, 1996, signed and sealed by Yamil Gerardo Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Comparative Analysis and Anchor Calculations for Security Aluminum Windows, of Awning Type Window by Al- Farooq Corporation dated 9/26/95, signed and sealed by Humayoun Farooq, P.E., Nov. 13, 1995. 2c Mal(el Perez, P.E. PI Examiner 11 Product Control Division Security Alluminnm Windnw. and finara ACCEPTANCE :::CE No.' 94-0979.28 APPROVED - MaA 0 1 1996 9. COMPARATIVE ANALYSIS: EXPIRES : MAA 0 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -2d- Man Jel Perez, P.E. Plans » aminer 11 Product Control Division Secnri Aluminum Windows and Doon ACCEPTANCE No.: 9S- 0929.28 Security Aluminum Windows and Doors 10. TYPICAL ELEVATION: APPROVED EXPIRES NOTICF,_OF ACCEPTANCE: SPECIFIC CONDITIONS MINA 0 1 1996 MP9 0 1 1999 EXPIRES • 111111a1222_ NOTICE OF ACCF.PTANCF.: SPECIFIC CONDITIONS 10.1 TYPICALCROSS SECTION: 10.1.1 Vertical: ACCEPTANCE No.: 95- 0929.28 APPROVED : MI 0 1 1996 ,,1 ... — a ManuEl-Perez, P.E. Plans mer 11 Mani(cI -Perez. P.E. Plan aminer it Product Control Division Product Control Divisio -2e- -2f- Mr Tf .O ■I O l 11111111111111 Acceptance No.:95- 0929.28 Expires:03 /01/99 3 - WIDE PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 A Miami, FL 33166 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 1H0 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2906 INTERNET: rndcc0l Oshadow.nel PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 312-6339 Your application for Product Approval of: Series 7000 Awning Type Window , under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant (For listing, see Section d of this Notice of Acceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, Kit is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Igucz Product Control Supervisor THIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by die Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:03/01/96 -1- Ls ganger, Director Building Code Compliance Dept. Metropolitan Dade County S cur Aluminum Windows and Door ACCEPTANCE No.: 95 - 0929 2R NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum awning window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Marl Desie .nation Series "7000" Aluminum Awning Type Window. 13 nverall Size 4' 5 -1/4" wide by 7 2" high by 1 -7/8" deep 1.4 Configuration 1.5 No. & Sire of Vents; Seven; each 52" x 12 IR ". 2. MATERIAL CHARACTERISTICS 2.1 I 11 • Aluminum alloy 6063 -T5. 2.2 Glaring: 2.2.1 Glaring Material; Double strength annealed glass. 2.2.2 Glazing Method; Exterior glazed with 3/8" glazing penetration, using gray colored adhesive bedding compound and rolled aluminum glazing bead. 2.3 ,Sash Construction; 2.3.1 Stiles: Consist of a vent side of unequal legs, 1.375" exterior face, 0.375" interior face 0.968" deep and .062" wall thickness aluminum extrusion. 2.3.2 Rails: Consist of a vent top 0.968" face by 1.03" deep and .062" wall thickness aluminum extrusion. Vent bosom 1.218" fact by 0.968" deep and .062" wall thickness aluminum extrusion. 2.3.3 Corner Construction: Butt joints; each vent comer is tabbed over 2.4 Frame Construction; 2.4.1 )lead: 2.800" face by 1.875" deep and .062" wall thickness aluminum channel shaped extrusion. 2.4.2 Jambs: 2.095" face by 1.875" deep and .062" wall thickness extruded aluminum. 2.43 Sill: 2.028" face by 1.875" deep and .062" wall thickness, extruded aluminum. 2.4.4 Corner Construction: Bun joints; frame corners secured with one 88 x 1" SMS. 2.5 Wealherstrionine: Qty. Description Location 2.5.1 Single Vinyl Bulb Frame sill and bottom rail of bottom vent. 2.5.2 Double Vinyl Bulb Frame head, each Game jamb and vent bottom rail of top six vents. - 2 - APPROVED Mfi EXPIRES : MUW O 1 1999 Man Perez, P.E. xaminer 11 Product Control Division Secnrity Aluminum Windows and Door, ACCEPTANCE No.: 95 0929.28 2.6 Hardw re- Quantity Description 2.6.1 One Roto Operator 2.6.2 One Automatic metallic cam lock 4. INSTALLATION: 4.1 Screws and Method of Attachment Note: Please see note NI L Page 1 APPROVED : mp.9 0 1 1996 EXPIRES : MAR 0 1 1999 NOTICE OF ACCEPTANCE.: SPECIFIC CONDITION Description Lower left frame comer. Frame jamb, each side of each vent. 2.63 One . 3/16" diem. x 1/2" long metallic pin 5 -3/4" from bottom rail of each side of each vent. 2.7 Yiespholes: None 2.8 Muntins• None 2.9 Reinforcement- None 2.10 Additional Descri t!t_ion• 1 -1/2" high overall interior sill flange used. Flange type frame. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions equal to or smaller than those shown in Section 1.3 shall also qualify under this approval. 3.3 For Design Pressure Rating see Section 7. SILL : Two, 3/16" x 2 -3/4" FH Tapcons located at 6 -1/2" from corners and 24 -1/8" o.c. maximum. HEADER: Two, 3/16" x 2 -3/4" FH Tapcons located at 6 -1R" from corners and 24 -1/8" o.c. maximum. JAMBS : Five, 3/16" x 2 -3/4" FH Tapcons located at 6 -1/2" from comer and 18 -1/4" o.c. maximum. 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. S. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 2a Mani erez, P.E. Plans �f)e miner 11 Product Control Division Security Aluminum Windows and Doors ACCEPTANCE No.• 95 09291R APPROVED : MNR 0 1 1996 EXPIRES : MAR 0 1 1999 NOTICE OF ACCEPTANCE.: SPECIFIC CONDITIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height. length and width of building. • 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturers installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: The installation of this unit will require a hurricane protective system. - 2b - 0.4 /.L(1 Mang Perez, P.E. Plans Fininer 11 Product Control Division RMM S ENGINEERING, INC. M m 2100 W. 76TH STREET. SUITE 3n HIALEAH. FLORIDA 33016 . .M l : 1 ► 1 : . 1► 1 1 • ► 1 1 1 1 : ■ .I 1 , ' : ( AS PER ANSI'ASCE 748 & THE SOUTH FLORIDA BUILDING CODE ) d JOB NAME / ADDRESS: UNIT DISCRIPTION: DESIGN CRITERIA • BUILDING WALL HEIGHT • MIN. BUILDING. WIDTH 2� • ROOF INCLINE (DEGREES) • APPLICABLE ZONE FOR UNIT 4 • TRIBUTARY AREA OF UNIT DFSICGN VELOCITY PRESSIRE ; q q= 0.00256 x Kz x [Vx IJ Kz = 0.8 (TABLE 6) EXPOSURE 'C" 1 = 1.05 (TABLE 5) BUILDING CATEGORY T V = 110 MPH inc.* 1) q = 0.00256 x 0.8 x 110 x 1.05 1 q-27.3p!! EXTERNAL PRESS! THE COEFFICIENT ; C'WP ; I AS PER FIGURE 3$ I COEFFICIENTS REFLECT 10'!. REDUCTION WHEN ROOF 1NCUIE < GCp4 - + L or -_IZS GCpS + or jl►,111FRNAI . PRESSURE COEFFICIENT; C'*Cpi THE APPUCABIE OCpi AS PER TARIF -9: GCpI ±. DESIGN PRESSURE ; p ' (psf) p = q 1GCP f GCpi 1 (TABLE -4) POSITIVE p4 = 27.3 [ 1,4 + .2 1= 4�i. p W p4 = 27.3 [11, s ,' • .25 1= ��p POSITIVE pS = 27.3 1 + NEGATIVE p5 = 27.3 [ " • 7= rsf - NOTE: SEE WINDOW / DOOR SCHEDULE FOR DESIGN PRESSURES APPLICABLE FOR EACH UNIT. ZONE 4 ZONE 4 ZONE 5 ZONE 5 SKETCH OF ZONE WIDTH DEGREES 1 MIAMI SHORES VILLAGE PLANNING & ZONING BOARD REGULAR MEETING SEPTEMBER 12, 1996 The regular meeting of the Planning & Zoning Board was held on Thursday, September 12, 1996 in the Chamber of the Village Hall commencing at 7:30 P.M. The meeting was called to order with the following members present: Present: Cliff Walters, Chairman Robert Blum Thomas J. Caldwell Frank Hegedus Les Forney Also Present: Mark Ulmer, Village Attorney Frank LuBien Lisa Kroboth ITEM #1 MINUTES - AUGUST 22, 1996 Mr. Caldwell asked that on page 5, paragraph 1 the sentence reading "Mr. Caldwell seconded the motion because the flat roof limitation is strictly for aesthetic purposes." be changed to read "Mr. Caldwell seconded the motion because the flat roof didn't detract from the aesthetics of the property." Mr. Blum asked that on page 5, paragraph 2 the following be added to the sentence that reads "The addition could be built without exceeding the flat roof limitation by placing a pitched roof over the existing flat roof thereby the addition itself would not exceed the maximum allowable." Mr. Forney moved that the minutes be approved as amended. Mr. Caldwell seconded the motion and the vote was unanimous in favor. ITEM #2 REQUEST FOR APPROVAL OF PLANS FOR GARAGE ENCLOSURE Ms. Gonzalez 290 N.E. 95 Street Mr. LuBien explained that the applicant would like to enclose the existing garage and add a two car garage. He noted that the home is entirely flat roof Mr. Blum asked if there was a need to increase the septic tank size. Mr. LuBien stated there was not. Mr. Hegedus moved for approval of the request for garage enclosure. Mr. Blum seconded the motion. The vote was unanimous in favor. 1 #? 50 (I t270 0°0-- 'Y---;22.1>*16,72, 54.:er 3ro 1, ' tifo of man a u PROJECT NAME: AND ADDRESS: • ♦ c --- BUILDER: �vi.. _ , a _ ■r CLIMAT ZONE: 7 i iyA - A r , PERMITTING OFFICE: M iA.A4 1 8 1 9 ❑ OWNER: �C ,If a PERMIT N0. .2 a ' JURISDICTION NO.: 2 amp= [ • • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -97 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C -97 for additions of 600 square feet or less, site - installed components of ct red homes and renovations to single and multifamily residences. All emative methods are provided for additions by use of Form 600B -97 or 600A -97. SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescnptnve requirements m Ta 6C - 1 , 6 - 2 an 6C 3 ap ply onl to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C - and 6C - apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units' (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system*: (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) b. Ducts on marriage walls adequately sealed* (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site installed components. I hereby certi : t e • lans art ications covered by the calculation are in Review of plans and specifications covered by this calculation imitates compliance oompfiance -�. ri • • .. • . wdh the Florida Energy • • : - or ruction is complete • • • rud ding will be Z. ' / c 1 r - e(u0f � uil PREPARED 6Y: LI b � � �. �i ` 1 hereby certify that this buil• • in rs n •a•" i m ice . Florida Energy SLL .Dl/G 0FACIAL 41t6 gwNER AGENT: DATE: DATE: gar - 1 - 1. 2. 3. 4. 5. Single Pane Double Pane 6a. (q 5 sq. ft. sq. ft. 6b. ---- sq. ft. sq. ft. 7. • , cyo 8a. R= <) lin. ft. 8b. R= -- sq. ft. 8c. R= -- sq. ft. 8d. R= -- sq. ft. 8e. R= - sq. ft. 9a -1 R= 9a -2 R= 1/2C2 sq. ft. sq. ft. 9b -1 R= j 2L2e;2 sq. ft. 9b -2 R= -- sq. ft. 9c 10a. R= -' sq. ft. 10b. R= 49c7 sq. ft. 11. Type: 2da214 ( h.. �>< SEER/EER: 12. Type: HSPF /COP /AFUE: C' 13a. 13b. 14. Type: EF: t✓ TABLE 6C -1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE4NSTALLED COMPONENTS OF MANUFACTURED HOMES. INSTALLED EFFICIENCY SEER = SEER = EER = COMPONENT rn J Cn 1:7 z J w 0 CC 0 O LL U Concrete Frame, 2' x 4" Frame, 2' x 6' Common, Frame Common, Masonry Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame Slab -on -grade Raised Wood Raised Concrete Common, Frame In unconditioned space In conditioned space MINIMUM INSULATION R -7 R -11 R -19 R -11 R -3 R -30 R -19 R -13 R -10 R -11 No Minimum R -19 R -7 R -11 R -6 No minimum INSULATION INSTALLED TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% _ GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UPTO50% Installed % _ UP TO 20% Single Double OH - SC OH - SC 1'- 1.0 0'- .90 0 "- .86 UPTO 30% Single Double OH - SC OH - SC 2'- 1.0 1 .90 1 .86 0'- .70 0 "- .65 Single OH - SC UP TO 40% Double OH - SC Single Double OH -SC OH -SC 3 "- 1.0 2 "- .90 4 "- 0 3'- .90 2'- .86 1"- .70 3'- . 2"- .70 1 .65 0 " -.50 -. 5 1 " -.50 0 "- .45 1 .45 0'- .40 0 "- .35 SHGC or SC may be obtained from the manufacturer. Single clear SC = 1.0, double clear SC = .90, and single tint SC = .86. SHGC + .87 =SC 11•■■• TABLE 6C-3 COMPONENTS Exterior Joints & Cracks Exterior Windows & Doors Sole & Top Plates Recessed Lighting Multi -story Houses Exhaust Fans Combustion Heating Water Heaters Swimming Pools & Spas Hot Water Pipes Shower Heads HVAC Duct Construction, Insulation & Installation HVAC Controls MINIMUM REQUIREMENTS FOR ALL PACKAGES SECTION MINIMUM EFFICIENCY SEER = 10.0 SEER = 9.7 EER = 8.5* z J 0 0 EQUIPMENT Central A/C - Split - Single Pkg. Room unit or PTAC Electric Resistance Heat pump - Split Single Pkg. Room unit or PTHP Gas, natural or propane Fuel Oil F w Electric Resistance = Gas; Natural or L.P. Fuel Oil ANY HSPF = 6.8 HSPF = 6.6 COP = 2.7* AFUE = .78 AFUE = .78 EF = .88 EF = .54 EF = .54 HSPF = HSPF = HSPF/ = COP AFUE = _ AFUE _ _ REQUIREMENTS 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. 606.1 Type IC rated with no penetrations (two alternatives allowed). 606.1 Air barrier on perimeter of floor cavity between floors. 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. 612.1 Insulation is required for hot water circulating systems (including heat recovery units). 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. Air handlers shag not be installed in attics unless in mechanical closets. 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C -1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment being installed. NI R- values and efficiencies installed must meet or exceed the minimum values IBted. Components and equipment neither being added nor renovated may be left dark 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, slicing glass doors and glass door panels. Double the area of all non - vertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or endosed by Me addition, an amount equal to the total arca of this glass maybe subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addtion. Multiply by 100 to gel the percent Find the largest glass percentage under wtrief1 your calculated percentage falls on Table 6C-2. Prescriptives are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC). For a Oven glass type and ovemang. Ire minim= sitadr•.g coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and shading coefficient requirements on Table 6C-2. AI new glass in the addition must meet the re4irement for one of the options in the glass percentage category you indicated. The overhang (OH) distance 's measured perpenaculafy from the face of the glass to a point directly under the outermost edge pf the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coefficient may be used for glass areas which are under al least a two foot overhang and whose lowest edge does not extend fuller than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria mus be either single -pane tilted, double -pane dear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Corn* t e the inlormatron requested on the top haft of page 1. 6. Read'Mirimxn Requirements tor Small Additions and Renovations', Table 6C-3, and the all applicable items. 7. Read, sig, and date the'OwnerfAgenr certification statement on page 1. -2- See Table 6-3.6-7 Climate Zones 7 8 9 EF = __ EF =__ EF = __ CHECK oh - -- Flood Elevation MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 756 -8972 BUILDING PERMIT /CONTRACTORS REGISTRATION CHECKLIST Copy of STATE OF FLORIDA CERTIFICATION TIFICATION (DPBR) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCUJPATIONAL LICENSE from county or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village) Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BCf - 204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED OFF Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. I _ Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). Two sets of energy calculations. Two sets of signed & sealed Truss Plans (Engineer). DADE County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. Approvals from HRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicable). Warranty Deed or Other Proof of Ownership if necessary. 7 Structural Review fee Sot (J CODE SECTION ??GE LOCATION 2_ � MIAMI SHORES 'TILLAGE BUILDING DF.PA_RTNENT PIJ.NS '?_NATION SHEET JOB S IT!: 2 A- 9S DA:E: Se,f)- TYPE OF REVIEW : / / C 1 BY: CO : N T S v 7 J '7 MIAMI SHORES VILLAGE JOB SITE: TYPE OF REVIEW: CODE SEC= =ON PAGE LOCATION BUILDING DEPARTMENT PLANS EXAMINATION SHEET a ML S7 DATE: BY: COMMENTS g oc 6c, ijo v S' ®6tiA, AA' kIAM_ SORES TILLAGE BUILDING DEPARTMENT PUNS EXAMINATION SHEET JOB SITE: 6 0n3ai-es - 2 'Jo NE 9S 5/ (ffev.) TYPE OF a_v:EW. .5Y- aa• CODE SECTION ?AGE LOCATION $i Ie u'a1l5 a ✓e ®rid • / /441,5 r revi$e co- �� 17176,40.-v beep re- si4'm doer i✓i /e4d l5 cm 'leod ed, 77. c3l rejd. do WS v? Aietv Floor pie6 h do e- 4 «D m fate . a-f (T c- 'Crow, i-e sue. ¢ .►�� fv"o > - P,44 Al vevi- 610 G s s ©revs e. a rp o r 1 $bit 1 Pro molt-an-5 erg rtaA. DA T:: 9/4/9 BY COMMENTS Zo � r 7c. / re% tf 13 Wa- ,� 11 %4-, Y V 1 ` CR'ev.ts e fraci,� 6 ‘z4-c2 kas lrfeoe .1 no ma e. tie; oe one vickcal orb EIev. ea-e-A S /udio - C,pewi `f naJ 4 Fo uveaf. Tape F---71- � T rep • ,QZs red edge 5 0 fi decor' b Je c vela y be 3 S s cased oy)e) . watt 5kow 10 id& wF- 24'. F PGa;vi 61-01- refd. v s v 51141 67s sour, 60; ilde ufs 609i;4dow ''r 0 /-ice 'rS s7 cE7 MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 756 -8972 BUILDING PERMIT /CONTRACTORS REGISTRATION CHECKLIST Copy of STATE OF FLORIDA CERTIFICATION (DPBR) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located. Certificate of insurance for LLABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida I.VS Form BCM -204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED OFF V Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Li Two sets of plans /drawings signed and sealed by registered architect or engineer. - ccupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when j applicable. � L Current survey , :;E the property. Certificate of Elevation signed and sealed by Surveyor. tantial Improvements Checklist (contractor or owner). Two sets of energy calculations. Two sets of signed & sealed Truss Plans (Engineer). DADE County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. Approvals Health De , DADE County Impact Fee Section, Fire Department & t (when applicable). Warranty Deed or Other Proot of Ownership if necessary. Structural Review fee Flood Elevation NOTICE OF COMMENCEMENT A,RtCOR'DED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1/- X20/„ 3760 STATE OF FLORIDA: COUNTY OF DADE: Notay P ;SIiC p aLi • Nc:sr.r's .Narne A`%/? • 72 Y•1N! v....... .J;;.cn E. p; e 6/,- ,. JFA;E OF FLORIDA, COUNTY OF DADE 5. Surety:(Payment bond required by owner from contractoil,rfrir ji) in r':iCEfn: y s a ah s;,;, L Q ors , y ,; f 1 ; 1 0 OJpd icr on day of Name and address: (A �_ i �� ,2 1 .,..,;„ $Kjnatute of Owner - Print Owners Name L 1 Setfre. ' Reel St K . Sworn to and subscribed before me this day of 4,,,.,4_. 19 9 OFFICIAL NOTARY SEAL MARrr7A ARRFSU NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC525636 MY COMMISSION EXP. FEB. 62090 9438 120986 1998 MAR 17 13:32 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 street address: Z 15 a . * t . F a d " V a . , g / A t t o , & ; Z " fi . dpd Pizt Zt IL. Slit cn-e.s Se 1 . " et e /° >< 6 _ o P. •:. 70 2. Description of improvement: CoYISI - ccacco'! o irt.sru'e ,?wn 0t4 std c'on2ouLceryt . tJ u 3. Owner(s) name and address: Skpii A._ K . yr +�Za �c� -f , �dec/ f)7. 414 ago , F 3 i3S Interest in property: yu Name and address of fee simple titleholder: cj2cvY+e -� 4. Contractors name and address: .1a rkl C *msirt.coi!trn Peke a5.5 A..e_ . / - 1ICc/wLc 15 Amount of bond $ w 7NESS my a . ,.rd or 5 ,-r.l. _ • 6. Lender's name and address: / hi4,0,1E �i '! r' f f 1 . c9Ci:ru;' neC.ou ^fyCour/i UCL�carta 64 { ` 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) 7. Persons within the State of Florida designated by Owner upon whom notices :r other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: S k e t i . ( m Ic . Grout z a.t-d a- L e - e l l : 7 )'Y1 , R # , a 4 D ■ . 1 . qS'`w F.L- 33/8g 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(11(b), Florida Statutes. Name and address: nit_ Prepared by: e e- I-1 . Actress: aq0 t L . Mr 114 f=L 3313$ (). — PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date t\ 1 Job Address �� V'l - L W∎ I'( Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant \ir Q \h 'LI ` \ --X\S r■ � 1.N ■.- Master Permit # Owner's Address - V\ o • C '‘ ' % • Phone i Contracting Co. Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor A"-c ‘ �,N N \• Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION S ZkX.Lt. '1 U5 at \S J ( Q �4 '.t- M >\ �11,1� -cL� ∎ d` Is1y V t■ A U—Rtaae Square Ft. Estimated Cost (value) ' Z 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 coisr and zoning. Furthermore, I authorize the above -named contractor - o +o the work stated. Signature owner and/ Condo President Date Signatur of Contractor or Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT RADON C.C.F. Notary as to Contractor or Owner - Builder Date My Commission Expires: NOTARY BOND er- Builder Date TOTAL DUE APPROVED: t j �f 4- �9 {rGtG Zoning Building Electrical Mechanical Plumbing �, Engineering X _ Job Address Z9 )• E 9 c St Tax Folio 1, 2 (;A. - O \ a - 314 Lt. 7 Iko- - 1 11._ oc u. z% cam; Legal Description (I M, Yk-a,-t '+■r tiVqw.\ kko ab, S �eN Historically Designated: Yes / Tenant ST& PH Et4 1 c - r SF7 L 6(w ? E3Aaster Permit # Date f Owners Address 2°\O y - ' (1\;\7., vtO 4\S1, CA. • 7, - s Contracting Co. 6(% ....1:5"i\ A. SC Mk G N Qualifier \"l �l.� State # // C `� c e\\ Municipal # Competency # Architec Yvv(v N R-X W- Address 2\ BJ h� ' 1 ; . \AA \\ , \ R \-c L. Bonding Company Address ti Address 0 .\.■-keN 3 \ - ., . v.►.� \V„, Nis.% Mortgagor Signa APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Permit Type (circle one BUILDINN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Q-)b °Z k ∎x- ; ('1� � - L' Il. ∎sal vy C R k, Q c Q> k■.‘ J k Square Ft Q NAL ' Yc . `" ! 1 Estimated Cost (value) - 77 co( 05 . I07g, 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 regulatin: •nstruction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. or Condo President Date Notary as to Owner and/or Condo President l ey �� e'oI3 jFCS SIIAL c ,� w �':� KSN a dEL * COa •3:0N @lti�ltlfE3�" Date FEES: PERMIT 2,1) 15 RADON 1 Building 9 - 917 Plumbing C.C.F. (3os1 7 s7 - 74/ a� Address 2, SS C..ti \ :4L , , M %..+\ Phone SS# Phone bSS \ sL\ Lig Ins. Co. tractor or Owner- Builder Notary as to Contractor or Owner- Builder My Co EYClaL NOTARY SEAL !, SANDRA to MONTIEL '. e GOfF © l C /0 / 23 FitB@ i NJ\ COPT "A!evata Yak. t7 Fit Au G. ?•�� ^3 _ • ::rte - No y 25- 9I (41 Date NOTARY Cab BOND 5 TOTAL DUE. 5 /N' Electrical4e0) Engineering S (TONAL DDA TRACK cnnnuouS UL ANGLE TREK BACK —UP ATE EE PURLIN AMR RLER & HINGE N SHOWN FOR C4D !" TTONAL WR TRACK FASTENER NOTE ZEE PURIM LATCH MUST BE IN THE UNLOCKED POSITION FOR ODOR TO OPERATE. PlSM E METH. STRAP • EXPLODED VIEW SCALE A NONE ALYnotlo As MIMING w:IN Ili SQUILLLINT BINDING COD( D,IlJ1GJ 193.1 It CI CBRTSOI ETISION BUIlDINO LOCI COME MCt OTIRI KCEHANCI ND. -M1 15.6 I Q11 -1Ite NO/7 IDCIZT dm iltDxB OMA R& R WEN 4401) fm -Oleo • A STN (ATCH IS ROOM ON B SECTION NOON COORS LONE PEN EEL PVRUN). SECTIONAL DOOR MAO( ROLLER & HINGE (BELON LATCH) ZEE POPLIN LATCH (LOCKED POSITION) RCF. mu BLK ZEE PURLIN LATCH) DESCRIPTION 000R SECTION o.3 PS WPM 0.t 6.4X -UP 1411 OUTSIDE ZEE PJRUN FASIE/KR BACK —UP PLATE FASTENER �~ SECTION VIEW 0 LATCH DATG1/JI2iSHT:LL1 DRAWN Or COW CHECKED B Y___ 5th UTCD ADDiD,TOR • "Cl"" RICH CAD NO._SS020R19 DWG 45 ,m.h- ,...- t- .vr_..+..._. .- ...e•A'X • • 4.+...... ...�.. ctal 5/11 014. 70►f7 I a (n CON - 1 WY. 14I0. 4401044/4 MO( 14044 WI ON 41200uNsv 24ANA11.0 10 400111111114001 2020 IWO t \\\ \ \ \ \ \ \ \ \ \ \: / / / / / // % / / / /,1 411 C . 4 410011 11014 1. LOIA(4 ..fl1M1 tlt0 00011 no p4) -• 117 S 1 ' 44240 S PIN 010144 041 °° 0 ' mu* °000"' IN TERIOR ELEVATION II .11 4AS AR [ 414 µrAS .A AN 0.004 /• 44 MIRA 01140I4 FAA 14111121(rV anus) NZ NW,02 .all 40 01 001417 cM o0 oUCL 1120 81E.G°301E S 1 114610CN7/AL rlAIISCO PANEL 5CC7ION. OOC)A LA. SPECIFICATIONS & NOTES 1. 9p0000q Mo 1.110411[ q 0630. W4tI 1qN. uo ._• MII NS[D • 0 14 OW 0 r 44 117 4M111Y► 4200201 11 011101 0001 wu� f. 04}101 14 N 4 142 400 071 414 1110 /16 prnix OMAN! IUD 44.10 MI 474 Soul 404420 d 014 MA $4114 A -111, S. 111 KANO 174W1 1d 10017 40 4 smog 4 /R1014 4d swot UDf tuolot 1174 NSA /IO.4(1 OA r 01111' AO A ANNA 0/ ear. 1401 4 44 OA 1 IAtoY 1N d 11 O11D6 IS7A IM 11 OVA 40 MI4' 7 i • . SAL 714444404. ' 44140 MN tROi, AOa 4111 111 WW/410 • • ua -4' 04~0 4 I6 101 >{L d..t-7r •01 10100 40402440 s111Uaulw Gums 144.. 00610 S. 4 ';.' r r COI 14- NI IN 61 440100. F A 104(400 II 01020444 £& "aIMUA41 74 SA 11000 441 A 1 /ra- 1 4' glom 44 M6 00 100:0 0D 1 /4'.443444 M 4 101 A_ 1r- �• I/• . 41011104 l0 01101 1.04407. C GLI1 44 0 0 WO DINO « • , • w 1 1/)• . 1 1/1 . 11 ii 1iUl MIC{tt )IORIIONIAI If/ACK SUPPORT r.nr Ir w if U10 04'1607%1 ►,71.:' 109141 • 4 .. /17. IOn1M MI CU. IOWA . PLAN VIEW 0011 YAP LOADS ON SAAUMEE 011 7n- L1 WV -11 N H •.LV SIQL 7 EE DETAIL 1.164' Site' 4 0 ?MMMt/ 047 AS 0044 / 11144. t! 7 • I r a o t (44 1477 " 0) MANN p 46 T � ao p ►Nw Idlo k_ . •••". JO* Min ' II IN . w1• SW 401 4 ' - OW MN 1041 1 II pF M l M/r 44 44 MAW II Kw II '� DOOR SECTION Q r 1/7' • N Y 00 Mr 0044 1 1f/ • Mb .444 .4 � A011 I « = 01044 14 n •. o0 .410[ WOOS OW MO 1 1610.1 t"a MO/ 010*1 OA Ina MM. rt 3410 (10)) G) -7660 • M 1•-0 1010 444 11 n 00 1401 x tg4°f°u, w 0[ 44 4 /t1 101 1 D10s (FgIJfR HINGE OFTAIL• 770047* AS WPM= 741)7 110 00104 nor* 74)11070 7001 O1 Tarr 147.5 4411440) OOIUROI OIYK101 NOM C*L( WI WI 011101 mama No. cm. 614KSAI Dona SI7E 16' k 7' & 16' x B' fl lf. 2 o 4404. •• �ta1 IS. rIV Irtles 1 170 RLpDCKRAI SECROKAL 0008 .` IS• 174A4400M 1 0. q 1Rtl 111101 MAD: S Zel TRACK DETAIL. • 100 Y NON crown. re 77Wio(1 70 44 111 14. 7 1 A 1}LSCR IION 10 06 • R of 24 96 ADot° a HIGH sAm amp 14004 4400110 10 OK. r ��4)NN•i / po i 117 *04 40404r7 4 sA4 _ r 1 /1m.44u 4 1� JAMB DETAIL IDADE COUNTY CODE 1 OATL &L2aLtt15NT:I Al 2 DRAWN SY. CDW CHECKED 1'/ CAD NO _ 30Ij5_ OWG ; S001414* - FROr i : f'1HR{ 0 11100F:. PHO IE 110. : 954 587 4588 Jan. 07 1998 09:34141 P1.2 Roll -Lice Overhead Duor> ACCEPTANCE NO : 97-0415.01 APPROVED :OCT r 6 1997 EXPIRES : Orr 1 6 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. _. Any and all approved products shall be permanently labeled with the manufacturer's name. city, state and the following statement: "Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Flotilla 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) 1f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct i nstallation of the product; d) The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering professions. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed. then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other doctunents_ where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available 'for inspection at the job site at all times. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2 (b) and this last page 3. • Items 10, 11 be 12 listed below only apply to glazed products 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section 1 1 . The spacing of fasteners at windowsills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame shall be as indicated in Section 4 of this Notice of Acceptance. but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 of the South Florida Building Code. andido Font. PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- PHONE 110. : 95-1 597 4599 Jan. 07 1999 '39: 34i l Pl l Roll-Lite Overhead Doors ACCEPTANCE NO: 97-0415.01 5.0 IDENTIFICATION: All approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ". Each unit shall bear a permanent label instructing the homeowner or tenant to secure the ZEE purlin latches in the lock position during periods of hurricane warnings. 6.0 EVIDENCE SUBMITTED: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Test Report Test Date Signature HETI #94 -129 PA 202 06/01/94 A. Vigar, PE HETI 494 - 134. PA 201 & 203 06/07/94 A. Vigar, PE Calculation Date Signature J.H. Dixon Jr. 09/13/94 J.H. Dixon Jr., PE :OCT l 6 1997 : OCT 1 6. 2000 Drawing Number Last Revision Signature Roll -Lite S0030145 09/09/97 M.W. Westerfield, PE eat Font, PE, Sr. Product Control Examiner Product Control Division -2b- FFC:I : I•WF.b 0 D00P' PHOUE HO. : 954 537 4538 Jan. 07 1998 09: 33 g.I P 10 Roll -Lite Overhead Doors ACCEPTANCE NO: 97 -0415.01 APPROVED : OCT 1 6 1997 EXPIRES :OCT 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.0 INSTALLATION: The door shall be installed as shown on Drawing #50030145, Sheets 1 & 2. Wood in contact with concrete or cement shall be treated with an approved preservative as set forth in paragraph 2913.2(a)1 or shall be of a durable species as defined in subparagraph 2913.2(a)6(aa) of the South Florida Building Code. Installation of 2" x 6" wood jamb required a %" x 3V." tapcons and 1" 0 x 1/16" thick washer @ 12" o/c with a minimum embedment of 1' /." into 3000 PSI (Minimum) concrete or 6" into grout filled concrete block. Installation of track requires a 5/16" x I /" lag screw @ SA:" o/c with a minimum embedment of 1- 1/16" into P.T. Southern Pine wood jambs with a S.G. of 0.55. 4.0 CONDITIONS OF USE: Application for Building permit shall be accompanied by duplicate prints of the approved Drawing #50030145, Sheets 1 & 2 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section along with computations prepared by a qualified Florida Professional Engineer or Architect verifying the adequacy of the door at each site. The shop drawing shall bear the signature of the Architect or Engineer with the following statement "The supporting structure has been designed for the forces shown on the approved manufacturer's drawing. Application for building permit for replacement doors shall be accompanied by duplicate prints of the approved Drawing #S0030145, Sheets I & 2 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section. Also the building official must be satisfied that the proposed installation meet the use of Section 2 above. -2a- ido Font, PE. Sr. Product Control Examiner Product Control Division Truck I Skin End Stile Center Stile End Hinge Center Hinge Horizontal Reinforcement Shape Frequency 14 GA 1 24 GA 18 GA 20 GA 14 GA 14 GA '6 x 16 GA Z Channel One/Section FFCM : I1HRF' 3 DOORS Roll -Lite Overhead Doors 1.0 DESC;2IPTION: FHOI !E 110. : 954 567 4586 Jan. 07 199E 09:33W i P9 ACCEPTANCE NO: 97- 0415.01 APPROVED : OCT 1 6 1997 EXPIRES : OCT 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves sectional door 16'-0" wide x 7' -0" through 8' -0" high made out of steel, structural quality Grade A with a minimum yield of 33,000 PSI (ASTM A446) and a galvanized coating of G90 (ASTM A525). The door shall be constructed and reinforced as detailed in the approved Drawing #S0030145, Sheets & _. �i E P urlin latches at each side of the channel shall be installed (see drawing , net . o 1 to resist the design pressure during hurricane winds. USE: This door is approved for a maximum design pressure of +46.8 PSF and —50.6 PSF and its use is restricted to this pressure. The door passed the impact and cyclic test; therefore it does not 'require hurricane protection devices. The door shall meet the burglary security requirement of section 360..2(c)2(aa) of the South Florida Building Code. The door operating mechanism (not included in this 2pproval) shall be certified by Underwriters Laboratories or other recognized agency. andido Font. PE, Sr. Product Control Examiner Product Control Division - FF:D.1 . ! IHF.•b 0 DO0P= Roll -lite Overhead Doors Subsidiary of Clopay Corporation Cincinnati OH 45202 Expires: l0 /16/00 PHOt IE 110. : 4530 PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of: 16' Wide, Steel Sectional Door. under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Roll -Lite Drawing # S0030145, latest revision on 09/09/97, signed and sealed by M.W. Weste eld P.E. on 09/10/97. (For listing, see Section 6 of this Notice cceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specify conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturers plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the he right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0415.01 (Revises No.: 95- 0320.03) Raul Rodfiguez 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 Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:10 /16/97 • ■ : 1] y r r : , r 'f Jan. 07 199E 09: 32141 PS METROPOLITAN DADE COUNTY, FLORIDA METRO -OAOE FLAGLER BUILDING BUILDING CODE CO$PI ANCE OFFICE METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 . MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305).372 -6339 Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmasterObuildingeodeonl )ne.com Homepage: http :/ /wwwbuiidingcodeonline.Com • • • • • ' 1241111S ENGINCERIN m 1e0/.9r ( AS PER ANSI'ASCE 7.88 JOB NAME / ADDRESS: UNIT DISCRIPTION:_W DESIGN CRITERIA BUILDING WALL HEIGHT d- MIN. BUILDING WIDTH ROOF INCLINE (DEGREES) APPLICABLE ZONE FOR UNIT TRIBUTARY AREA OF UNIT I DESIGN VELOCITY PRESSURE ; q= 0.00256 x Kz x [Vx = 0.8 ( TABLE 6 ) EXPOSURE "C" 1 = 1.05 ( TABLE 5 ) BUILDING CATEGORY 1" V = 110 MPH [FIG. *1 q = 0.00256 x 0.8 x 1 110 x 1.05 1 q •• 27.3 psi WIWI ANAL PRESS I ME. COEFFICIENT; GCpi ; THE APPLICABLE 0Cpi ASPFRTAffiP.9 • GC . EII — • DESIGN PRESS! ; p • (psf) p = q 1 CrCp ± GCpi 1 (TABLE- 4 ) POSITIVE p = 27.3 NEGATIVE p4 = 27.3 [ POSITIVE p5 = 27.3 1 4 1 = NEGATIVE p5 = 27.3 ( 1 2100 W. 76TH STREET. SUITE HIALEAH. FLORIDA 33016 '7C -4 1 e,r1 ;• c , . . b. 1 6 k IS t 0 to lk THE SOUTH FLORIDA BUILDING CODE ) o.J r2 1.1 — (3 .45 EXTERNAL PRESSURE COEFFICIENT. Off ; AS PER FIGURE 3. ) COEFFICIENTS REF11.C7 10% REDUC710N 9.111Es1 ROOF INCLUsE. 10 DEGREES ) erCP " + J. .4 or % LS - GCpS + or - •V 1 = 46sf ZONE 4 1 = -4 7,7rii ZONE 4 NOTE: SEE WINDOW /DOOR SCHEDULE FOR DESIGN PRESSURES APPLICABLE FOR EACH UNIT. 0 010 ZONE ZONE i 15' 1 min. building width '5 A= SKETCH OF ZONE INTDTH PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address Vcj - t • \� �s 0t -, Tax Fo io /7.- 16.4 _b f 37 E a 6 0- /# - 6 � ,_ ,;w 447 b & -&,I ' a#+ An+owD.:il �c,AT ilr MIAMI Sua6eT Jt.. ! ` Legal Description No 1 /cc- Lb •;a { E LI; PLgr Box to -, Historically Designated: Yes No Owner/Lessee / Tenant ` -' \-- \-- rV 1.-' . ..t. \...<l Master Permit # q-4_5( _ N Owner's Address ; '�' • 'C , 3\ ....\°7 �' 7 (�,iS� : \ 4vecri.■ \ \tb , A - 3 2 . Phone "\I' - A �'1 Contracting Co. /O►'� (U M C V% T4.u. C `T «N C.:4-,'V-4? Address :i CSL L °'L Y At , 41 „Nita i q t - Asti Qualifier -a11-t t ,,. / ietiG(/'N ' Phone ( 1 1 .-.11 ) '') �r. State # CraQ• 'J3 3 cl i ' - f Municipal # Competency # Ins. Co. Address 11 A W . Itc. i t s c ' r a.Ci i t ' - (t . 1 3 i i 141 ri'Gc Iii , A . Bonding Company Address Mortgagor ✓1 A` i t imi - L- Address M l'N. t S t u1.a-C Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION C - C �� \bo kk"- \Ni°∎aL\...A i s S ki2 Square Ft. /ter, J CT. / L4 CE 21 ,a,c 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 AFF IbN.VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating • tuction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signa Condo President Date Notary as to Owner and/or Condo ' esident Date My Commission Exp - • OFFICIAL NOTARY SEAL CASANDRA B STEPHENS NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC542901 MY COMMISSION EXP. A re. :: ".9 Estimated Cost (value) a ;p Signature of C ' tractor Owner -Buil 7 Notary as to Contrac My Commission E FEES: PERMIT 4 RADON C.C.F. 1 •go NOTARY TEPHENS ARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC542901 MY COMMISSION EXP. APR, ate BOND �} TOTAL DUE 4 I • b0 APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering SPECIAL Sidewalks and Clean . iln THIS CARD MUST BE J#iz,ni chapm t'i//aye BUILD PERMIT .1 —As so 1. -1 C( 'fJ DtziVe : c9EC Gam' ,, ,,./„ • Prd Spaces A(.Aca_L _ l td / 6 S FEMA c &2r(FtcA'S eathin : • 410- ) 2.19 - i f C!'15 gip: r,.,•..�. PLUMBING la Temporary Toilet Septic Tank 1 ; !.; lab /7 J Roug "" s Fixtures ELECTRICAL ` � � r • � r Temporary Service Rough Air Cond. ,4 J' - vt& f r el—Ducts DISPLAYED ON FRONT OF JOB. Owner cot Contractor 13,45 CUGI`LC4 Lot Block Subdivision Address 2q Q ME 95 Sr NOTICE: All Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is Started. No Work on Sunday No Work Before 7:30 A.M. `,��. c�.tiL,�� No Night Work. Foundation seAW Roofing Final — p- Out-and .1 4118 Pool–Floor Fixtures Mechanical Slab La_ akte.i Fieal S�t 4 /s /1 i r N 2036 Lot Street Address 290 N.E. 95th Street Remarks: Permit #42591 � . I wte i zae / BUILDING ANO ZONING DEPARTMENT 10030 N.S. SECOND AVENUE SNORES. FtO 9IO♦ 33136 -2382 TELEPHONE :303) 798 -2204 rAx (303) 7 36 -6972 CERTIFICATE OF OCCUPANCY Block Subdivision Approved use by occupancy Single family residence -7- C Date November 2, 1998 Owner, Agent or Tenant of Building Steven K. Gonzales & Lisette M. Reid This Certificate of Occupancy is issued to the above named owner for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 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 of buildings or structures. FRANK LUBIEN„ DIRECTOR ,BUILDING DIVISION No . 2036 ! h ct.e 7 t zije. 1 BUILDING ANO ZONING DEPARTMENT 1 0050 N.E. SECONO AVENUE ..iAw11 SMOKES. FLORIDA 33138-2382 TEt:PMONE (305) 795-2204 "Az (305) 756 -8972 CERTIFICATE OF OCCUPANCY Owner, Agent or Tenant of Building Steven K. Gonzales & L i sette M. Reid Lot Block Subdivision Street Address 290 N.E. 95th Street Approved use by occupancy Single family residence , ermit #42591 sate of Occupancy is issued to the above named for building at above named location only upon the sion that the applicant will abide by and comply .tions of Ordinances Nos. 92, 93, 94 and 97, known Electrical, Plumbing and Building Ordinances of Ulage pertaining to the erection, construction, emodeling of buildings or structures. Date November 2, 1998 FRANK LUBIEW„ DIRECTOR ,BUILDING DIVISION N° 615 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla , Owner, Lot <- Block! Subdivision Street Address Approved use by occupancy Remarks • This Certificate of Occupancy is issued to the for building at above named location only upon abide by and comply with all conditions of Ordin Zoning, Electrical, Plumbing and Building,Ordina the erection, construction, alteration or riodeling ision that the applicant w '.; 3, ' 4 97, known as th illage pertaini B ILDING ISION BUILDING ELECTRICAL PLUMBING Ad Owner o Buildin Y Architect Contractor or Builde Legal Lot Description c�/ / • Y j' l c. �/� 9 Address of �qq / Value of ~ �} v Amt. �` G ' 0 967 Building V �; Project r saC d Permit D •....�.,,. 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 w th 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 anslaat.he assumes respon- sibility for work done by his agents, servants or employees. In consider fining thereto • thisp t" PERMIT N2 6922 Work to be performed under this Permit P NTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA s DATE Signed. Subdi- vision 1944_ Contractor's License �10 INSPECTOR By .i of the issua ce to me of this permit I agree to perform the work covered hereunder in compliance withRlW ordinances '!'n e p ons in s. ' - . •• plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. or all work done by either myself, my agent, servant or employee. AUTHORITY BIB:' PROTTL1 JOB LOCATION (ST. OR AVE.) E. 95th Strut Bonn 3ros Constructon BUILDING PERMIT NO. ZONE X NEW CONSTRUCTION REPAIRS ALTERATION OWNER'S NAME GENERAL CONTRACTOR 6922 c 'p • REQUIREMENTS 18,500 CBS ADDITION 1 c Bldg Inspector / SUBMITTED TOI /�t l 14 /C4 / RE- SUBMITTED TO PLANNING BOARD DATE 8 / 10 /4 8 PERMIT FEE 5 26•00 8/10/48 CU. FT. 1 at'Lached garage APPROVED REJECTED PRESENT ADDRESS LICENSE NO. Olympia Bldg LOT I BLOCK ADDRESS 1011 Olympia Bldg PLAN CUBE 24,325 DESCRY PT ION REFERRED TO COUNCIL I 3 Secti )n PHONE NO. CU. FT. DESCR IPTION Liv Room - Din rm - Kit -3 BedRmms - 2 Baths REMARKS SUBDIVISION Trzns BUIl>,g, 953t NO. DATE 8 /10/48 EST. COST $ REASONS 78P 3 -0911 Off LICENSE NO. 9uu 22,0J0.00 DATE DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: J H 8/10/48 TYPE STORIES ROOF CONSTRUCTION Frame: INTERIOR CONSTRUCTION Flat- Gravel Ter.:. azzo floors throughout SUBMITTED TO VILLAGE COUNCIL my Bonn M�. CERTIFICATE OF OCCUPANCY NO. 61 5 ISSUED 11/26L491 BY JDH I TO Benn Bros Olympia Bldg ami Fla. BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY '.OUNDATION PERMIT NO. DATE FEE e TEMPORARY SERVICE 7 /101.8 $ Lon BEAMS & LINTELS f� 8/10 /40 Ti1 T J.�.I $ $ SEWER FRAMING 8/31/48 JDH $ $ GAS $ $ INSPECTIONS FINAL DATE BY RE- INSPECT BY RE- INSPECT BY CLEAN -UP ROUGHING CONTRACTOR 1'LLam lumhinn. Co PHONE�I PERMIT NO. 6359 DATE 7/25/!8 ^ r� FEE $ 10.` 0 ;VIEW BLDG. X X I ALTERATION l ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE e TEMPORARY SERVICE 7 /101.8 $ Lon $ SEPTIC TANK $ $ SEWER $ $ SOLAR HEATER $ $ GAS $ $ INSPECTIONS INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING ROUGHING GAS JDH H H. W. HEATER CONN SEWER RANGE CONN. SEPTIC TANK ? u/,, TTI�LTT ODH SOLAR HEATER & FINAL FIXTURES JDH JDH •-1 / APPROVAL TO POWER CO. FOR SERVICE DATE /O`er / � Y psi nti np 9-10-48 Pornt #E7065 k2_00 CONTRACTOR Foerster Elec Co PHONE PERMIT NO. DATE 8825/18 FEE $10•90 Xp1 6987 NEW BLDG. X 1 ALTERATION ADDITION REPAIRS 7 SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE Grimm —6817 7 /101.8 $ Lon ,- W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING d 8/31/48 JDH H H. W. HEATER CONN RANGE CONN. & FINAL 10/6/48 JDH JDH •-1 / APPROVAL TO POWER CO. FOR SERVICE DATE /O`er / � Y BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECT BUILDING ELECTRICAL PLUMBING Owner of Building MIAMI SHORES VILLAGE, FLORIDA 11 DATE PERMIT N2 7065 Work to be performed under this Permit Architect Contractor or Builder Legal Lot Bl. Description Address of ` F Value of Amt. of Building . .: / �,/ �i F . ` 4 Project Signed: Subdi- vision 1946 Contractor's License No 0 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. 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 pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In a pi#ng this�per nit I i wpe res nsibility for all work done by either myself, my agent, servant or employee. ) CONTRACTOR Op BUII BY AUTHORITY MIAMI SHORES VILLAGE BUILDING INSPEC'`ION,'EPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ) Date , 19 Owner's Name and Address, __�,_________ No Street Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot __ Block Subdivision Street and Number where work is to be done 4 ! State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation_________ 1 pof Covering Estimated Total cost of improvements $_____�_ ______ Amount of Permit $ w, Zone cubage required __________ _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor__ _______________________ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks____ (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, Building Inspector My Commission Expires PLANNING BOARD DATE Chairman _ Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $ 1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 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 slate rire true^ ," ` ,s Permit No Date i- _ t '. �_ Read, Sworn to and Subscribed before me. Disapproved Date , Notary Public, State of Florida (Signed) 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 he • specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address �x, ___ _ + No _ Street Registered Architect and /or Engineer Name and address of licensed contractor Location nd le 1 desc of lot to be built Lot____ . Block AV Street and Number here work is to be done State work to be done and purpose of building (by Roors)__ STATE OF FLORIDA, COUNTY OF DADE. Permit No Si MIAMI SHORES VILLAGE / + I DEPARTMENT APPLICATION FOR BUILDING PERMIT ss• and who, being b me first duly of the above des • •ed cons therein by him Building Inspector New Building odeling A on To be constructed of____? Kind of foundation Estimated Total cost of,,improvem is $__ 2.10i5e7e,C Amon of Permit $__ Zone cubage required___________ _ _ _ _ -Plan Cubage Distance to next nearest building/ - and for no other purpose. PLANNING BOARD DATE Chairman Member Member Council Approved Date Disapproved epairs N tories ■Roo _Size of Building Lot �7 ng �f • Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General La • of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar . . . - - from all contract s'. so. -con actors emp ., d by him in the work to be performed under this permit; and will post or cause td be poste •. f• inspection o s' o �. •:1 . .hc notice or notices as are required by the Act. The undersigned agrees to employ onl �, . ; i �„ nder this permit, as are licensed by Miami Shores Village. Remarks me, the undersigned authority, a notary public, duly authorized to a. " and take acknowledgments, personally ap- peared upon oath dep.ses and says that he is the he has • ref I y read the foregoing application, and that he did sign the same, and that all facts d, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida My Commission Expires Member Member Member NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. Date has been obtained from for inspection or faulty MIAMI SHORES VILLAGE, FLA. No 5925 j ,92_ JOB ADDRESS 90 ( 77, 5 INSPECTION ( TIME READY A-6 Cs 1 e REMARKS • 4 - (A tr ,Li 4 INSPECTOR____ DATE BUILDING _ ELECTRICAL PLUMBING Owner of Building L.'" Architect - b 1#' f Contractor / or Builder Legal Lot Description j . i Address of . Building _; Work to be performed under this Permit PERMIT N? 6922 1 MIAMI SHORES VILLAGE, FLORIDA Value of Project BY DATE 194 Contractor's License No Amt. of • 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 -dot, he assumes respon- sibility for work done by his agents, servants or employees. Signed• 1 t t -; t By INSPECTOR In considera ' of the issuance to me of this permit I agree to perform the work covered hereunder in mp ' nce wi ning thereto a . stri ' lans, drawings, statements or speci 'ons sub a uth I a • i i ; 's p a I work done by either myself, my ag 3 AUTHORITY 'ons age. BUILDING ELECTRICAL PLUMBING R9OFING Owner of Building J MIAMI SHORES VILLAGE, FLORIDA PERMIT Architect Contractor or Builder Legal Lot Description Bl _ r, CONTRACTOR OR BUILDER BY N9 6152 DATE Contractor's License No. Work to be performed under this Permit Address of Value of I I Amount of Building , _ 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. AUTHORITY Signed. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance w all ordina 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 as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. 19 ♦tloT Home Office 211 N.E. 32nd Court Ft�auderdale, FL 33334 GIU J CO. • 6 " & 7"" Seamless Aluminum Gutters cc M 84 -3663 .M r e"- ' 4 Cde PROPOSAL Broward: (954) 563 -2207 .Dade: (305) 654 -1140 Palm Bch.: (561) 241 -6737 Fax: (954) 563 -9940 We hereby submit specifications and estimates for: ( Lf, :3\ 3e INSTALLER 5 COMPLETED PD SB Downspout We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: i'qx/ and is void thereafter at the option of the undersigned. Authorized Sign eti dollars ( $ with payment to be as follows: /7 Two year guarantee on Labor, Twenty years on Material. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the above specification involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our cont • proposal subje o acceptance within days ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. /. ACCEPTED: / C4t/ Date Signature Signature PROPOSAL SUBMITTED TO: PHONE: DATE: 7// NAME: / JOB NAME: STREET '�, 0 -t (a . - ; / / 1.r /' STREET: ` � d /U C} � X11 - -C T CITY: , _ /, ""`' fit, `/� / X -�GLt. CITY: STATE: STATE: / �A Home Office 211 N.E. 32nd Court Ft�auderdale, FL 33334 GIU J CO. • 6 " & 7"" Seamless Aluminum Gutters cc M 84 -3663 .M r e"- ' 4 Cde PROPOSAL Broward: (954) 563 -2207 .Dade: (305) 654 -1140 Palm Bch.: (561) 241 -6737 Fax: (954) 563 -9940 We hereby submit specifications and estimates for: ( Lf, :3\ 3e INSTALLER 5 COMPLETED PD SB Downspout We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: i'qx/ and is void thereafter at the option of the undersigned. Authorized Sign eti dollars ( $ with payment to be as follows: /7 Two year guarantee on Labor, Twenty years on Material. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the above specification involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our cont • proposal subje o acceptance within days ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. /. ACCEPTED: / C4t/ Date Signature Signature PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 0 Job Address p. 90 E ..c Tax Folio \ \ — \ i . \--o ktri l,;(\4.7 ia4 Legal Description N sru% `N1N.ga.,,\ + HistoricallyDesignated: Yes No Na. '„ a.'■ tV. 0 1 C1 •1 Owner/Lessee / Tenant L / 5ei 1 '� Master Permit # 3 3 3 1p Owner's Address Contracting Co. a9 o N• E 9S sT Uh/ fG 64,G' L G DPW 4Q ✓ 1 it1 Address Phone ss# ? Phone Qualifier State # Municipal # 3'3'I Y 1451 competency # 9513 S 01)051 Ins. Co. /V• 4 Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 611 v ` 4 Ce®�.Jsrpwt A) �A /l • f" 5, d WORK DESCRIPTION Li Ft. 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 cons ction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature df owner an d/or lrondo President Notary as Owner and/or 9bndo President My Commission Expires: o totillw o 0 p " O FFICIAL SEAL" a. Mark A. Ryan �; /AI : *_ ; fiiii : ; • ,4 : My Commission Expires 9/7/98 ';.,E 0 r V Commission #CC 405607 FEES: PERMIT 44 RADON Estimated Cost (value) Say o Signature of Contractor or Owner -B C.C.F. • (O NOTARY APPROVED: Zoning Buil Mechanical Plumbing 563 ° ?2'7 WSJ c Not as to Contractor Owner- Builder My Commission Expires: p „a 't'i s' � � , , "OFFICIAL SEAL" * ��:%�� ;: Mark A. Ryan liiii My Commission Expires 9/7/98 Commission #CC 405607 Electrical 7/301 e 7/ ate BOND TOTAL DUE 4 613 Engineering APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Villag3, Florida, and all provisions of the Law of the State of Flor da, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village sh.11 be complied with whether herein specified el not. A copy of approved plans and specifications must be kept at building during progress of the work. Feb. 23 ' 1965 Date , 19_- Owner's Name and Address -___ ____._. L. Gordon - 2 90 N.Es St. Miami Shores__ _ -- - Street__ _ ____ _ - - -- - -- - -- -- - - - - -- Registered Architect and /or Engineer Orkin Exterminating Co. Inc 1960 N.W.____2_7th_Ave.Ziami Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 290 N.E. 95 St.__ Miami_. ,Chores Nylon Tent Fumi ation- Acritet 2 State work to be done and purpose of building (by floors)_ f�' 4 hours. .12 Gals. $225,00 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundatio Roof Covering Estimated Total cost of improvements $ � ___ a _ S ✓ Amount of Permit $ 2_ . Zone cubage required____ plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on w°7 Q to bep performed under this permit, as are licensed by Miami Shores Village. s p Jam Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ___ and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. / Permit No __ w (S Disapproved Date (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida 75 My Commission Expires PLANNING BOARD DATE Chairman _ _ _ Member Member _ - Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.