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560 NE 93 St (8)SIDELITES WITH 1/4" TEMPERED GLASS NON. DOOR HEIGHT NON. LEAF \WIDTH SIDE LITE VIDTH DESIGN LOAD - PSF EXT. INT. 0 2/6 2/6 85.0 100.8 84.0 . 3/0 85.0 91.6 6/8 2/6 3/6 84.0 84.0 70.0 4/0 77.5 77.5 4/6 72.0 72.0 2/6 85.0 91.6 3/0 84.0 84:0 6/8 3/0 3/6 77.5 77.5 4/0 72.0 72.0 4/6 67.2 67.2 2/6 84.0 84.0 3/0 76.4 76.4 8/0 2/6 70.0 70.0 3/6 4/0 64.6 64.6 2/6 76.4 76.4 3/0 70.0 70.0 8/0 3/0 64.6 64.6 3/6 4/0 60.0 60.0 DOORS WITH 3/18" TEMPERED CLASS NOMINAL DIMS. DESIGN LOAD - PSF DOOR HEIGHT LEAF VIDTH EXT. INT. 0 2/6 85.0 100.8 6/8 84.0 84.0 3/0 2/6 84.0 84.0 8/0 70.0 70.0 3/0 FRAME UPPER CORNER DOOR LEAF CORNER FRAME LOWER CORNER THREADED ROD 444%**4 PRESSURE PLATE 5/16' NUT YE -658 NOTES HINGES YE -650 \_a 10 -24 F.H.M.S. STAINLESS STEEL (THREAD CUTTING) OPTIONS; DOORS CAN BE SINGLE OR DOUBLE LEAF. SIDELITES CAN BE ON ONE SIDE (DOUBLE LEAF DOORS) OR ON BOTH SIDES (SINGLE LEAF DOORS). ON DOUBLE LEAF DOORS THE INACTIVE LEAF SHALL HAVE CONCEALED FLUSH BOLTS AT TOP & BOTTOM. DOOR LEAFS TO HAVE 3/16' TEMPERED GLASS. SIDEUTES TO HAVE 1/4" TEMPERED GLASS ALUM SWING DOOR WITH SIDELITES COMPARATIVE ANALYSIS CHART BASED ON FTL -1659 OF 06 -18 -97 . TEST SIZE = 120" X 95 - 3/4" (Oxx) DESIGN LOADS = +70.0, -70.0 PSF WATER INFILTRATION TEST = 12.75 PSF TESTED GLASS = 3/16" TEMPERED.(DOOR) 1 /4" TEMPERED.(SIDELITE) 1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SIDELITE WIDTH DOOR VIDTH SI DEL ITE VIDTH Enyr: DR. HUMAYOUN FAR000 STRUCTURES FU. PE / 16557 J1N 0 1 ?001. APPROVED AS COMPLYING 1.MTH THE SOUTH FLORIDA BUILDING CODE 04 BY PROD T CONTROL DIVISION BUILD • t • COMPLIAP CE OFFICE ACCEPTANCE N O . ( -0 7' Gy C ) U Z W -J U z J w CD OD r` 00 a0 ( 0 N v ( C 0 n ` U vi v `o V 0 0 ,C z 0 U U I 01 0 I P 0 0 CO N 0 a I 40 m 0 0 0 CI 01 m 0 0 I R 0 W 0 1 0 c u drawing no. W97 -18 sheet 1 of 3 YALE OGRON SiOEUTE NOTE REVISED LOCK NoTEs REVISED ANCHORS REV. o 0 .2 /1 - o o i 0 o o 0 0 FRAME UPPER CORNER DOOR LEAF CORNER FRAME LOWER CORNER THREADED ROD 444%**4 PRESSURE PLATE 5/16' NUT YE -658 NOTES HINGES YE -650 \_a 10 -24 F.H.M.S. STAINLESS STEEL (THREAD CUTTING) OPTIONS; DOORS CAN BE SINGLE OR DOUBLE LEAF. SIDELITES CAN BE ON ONE SIDE (DOUBLE LEAF DOORS) OR ON BOTH SIDES (SINGLE LEAF DOORS). ON DOUBLE LEAF DOORS THE INACTIVE LEAF SHALL HAVE CONCEALED FLUSH BOLTS AT TOP & BOTTOM. DOOR LEAFS TO HAVE 3/16' TEMPERED GLASS. SIDEUTES TO HAVE 1/4" TEMPERED GLASS ALUM SWING DOOR WITH SIDELITES COMPARATIVE ANALYSIS CHART BASED ON FTL -1659 OF 06 -18 -97 . TEST SIZE = 120" X 95 - 3/4" (Oxx) DESIGN LOADS = +70.0, -70.0 PSF WATER INFILTRATION TEST = 12.75 PSF TESTED GLASS = 3/16" TEMPERED.(DOOR) 1 /4" TEMPERED.(SIDELITE) 1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SIDELITE WIDTH DOOR VIDTH SI DEL ITE VIDTH Enyr: DR. HUMAYOUN FAR000 STRUCTURES FU. PE / 16557 J1N 0 1 ?001. APPROVED AS COMPLYING 1.MTH THE SOUTH FLORIDA BUILDING CODE 04 BY PROD T CONTROL DIVISION BUILD • t • COMPLIAP CE OFFICE ACCEPTANCE N O . ( -0 7' Gy C ) U Z W -J U z J w CD OD r` 00 a0 ( 0 N v ( C 0 n ` U vi v `o V 0 0 ,C z 0 U U I 01 0 I P 0 0 CO N 0 a I 40 m 0 0 0 CI 01 m 0 0 I R 0 W 0 1 0 c u drawing no. W97 -18 sheet 1 of 3 YALE OGRON SiOEUTE NOTE REVISED LOCK NoTEs REVISED ANCHORS REV. MATERIALS LIST ITEM NO. PART NUMBER DESCRIPTION MATERIAL /REMARKS 1 YE -804 DOOR FRAME HEAD ALUMINUM (6063 -75) • 2 YE -602 WOOL FIN WEATHERSTRIPPING(.187X.26 ))ULTRAFAB ' "' 3 YE -806 SNAP CAP FOR DOOR LEAF & SILL ALUMINUM (6063 -'7S) 4 YH -621 WEDGE GASKET TF_AM PLASTIC 5 - GLASS 3/16' TEMPERED - 6 YE -801 DOOR LEAF SILL & HEAD ALUMINUM (6063 - T5) 7 YH -622 BULB WEATHERSTRIPPING (.198X.260) TEAM PLASTIC 8 YE -810 THRESHOLD ALUMINUM (6063 -T5) 9 YE -809 3 SIDE- SIDELITE ALUMINUM (6063 -T5) 10 YH -625 GLAZING TAPE (3/8" X 1/8 ') VENTURE TAPE 11 YE -816 COVER PLATE ALUMINUM (6063 -T5) 12 YE -807 GLAZING STOP - SIDELITE ALUMINUM (6063 -T5) 13 YE -808 SIDEUTE - MULLION ALUMINUM (6063 -T5) 14 YE -811 FRAME JAMB ALUMINUM (6063 -T5) 15 YE -803 DOOR LEAF JAMB - HINGE SIDE ALUMINUM (6063 -T5) 16 YH -615 LOCK SET BY HARLOC OR WESTLOCK - 17 YH -610 FLUSH BOLT BY DELTA IND. ZINC DIECAST 18 YH -802 DOOR LEAF - LOCK SIDE ALUMINUM (6063 -T5) 19 YH -650 HINGE . ALUMINUM WITH SS PIN 20 YH -618 THREE POINT LOCK MECHANISM - TYPICAL ANCHORS Q a. n a '11 I TJ 4.000 a 4.000 4 . a • TYPICAL . I' BY OR 2' BY VOOD BUCK ° a 1/4' TEMP. GLASS 11 10 SHS TYPICAL ASSY. SCREVS ANCHORS 1/4' HAX. SHIN 0 0 In TYPICAL ANCHORS •4 TYPICAL 1.750 4 . 4 a . • 4 1 • ° ANCHORS CI 1' BY OR 2' BY V000 BUCK 4 4 ° a d ° a 4 a 1 /4' MAX. SHIN CONNECTION TO STRATA OF ANY _PERIMETER MEMBER CAN BE NO BUCKS 1 BY WOOD BUCKS 2 BY WOOD BUCKS (1/4' MAX. SHIMS) TYPICAL ANCHORS: Sr E n'AnON FOR Max spAC 1/4' DIA. TAPCON5 INTO WOOD STRUCTURES OR THRU 231' WOOD BUCKS INTO MASONRY 1-3/4' TOTAL PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4 MIN. MASONRY EMBED. SEALANTS: FRAME CORNERS. PANEL CORNER SEAMS, SILL INSTALLATION SCREWS FIXED LIGHT GLSZING BEAD ENDS AND PERIMETER OF HINGES SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. PERIMETER OF THROW BOLT LEVER AND DOOR KNOB COVER PLATE SEALED WITH 'GE SIUCONE 1000'. Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE + 16557 Al AS COMPLYING VATH THE SOUTH FLORIDA BUILDING CODE DATE BY // PROD BUILD I CODE ACCEPTANCE N ROL DIVISION COMPUANCE OFFICE 01'0607 Oy 0 n Z . (.D N • O U O 0 a N d c r- 4 w n a r` 0 co Q Ln 0 w Z C.) N — 0 0 m I to r Un 0 U z O U O ao 0 0 1— in a) 1- W = J Q t0 1 v J LL (0 N- OD OD C pr C 0 a U, o 'O T 0 0 C 0 0 O C i 0 D drow■ng no. W97 -18 (sheet 2 of 3 ©) — TYPICAL ANCHORS 1.500 2.125 1/2' Tye. GLASS BITE 1/4' TEMP. GLASS AT SIDELITE HINGE OPTIONS: BY 'YALE OGRON' ALUM HINGES 7 -1/2" LONG 2 PER PANEL AT 6 -3/4" FROM TOP AND 9 -3/4" FROM BOTTOM 3 PART HINGE NO. 658 - STANDARD OR 2 PART HINGE NO. 650 - OPTIONAL LOCKS; A) INACTIVE LEAF CONCEALED FLUSH BOLTS- BY 'DELTA INDUSTRIES' MANUALLY OPERATED. LEVER LOCATED AT 11 -1/2" FROM BOTTOM AND 17 -1/2" FROM TOP ACTIVE LEAF; 1) CONVENTIONAL DOOR KNOB LOCKSET AT 36-1/2' FROM BOTTOM LOCKSET CAN BE HARLOC 100XUS3 OR WESTLOCK LO 4 936 2) KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 43 -1/2" FROM BOTTOM LOCK CAN BE HARLOC 870XUS3 OR WESTLOCK K 1097 3) CUSTOM MECHANISM BY YALE OGRON NO YH -618 THROW BOLTS CONNECTED TO HARLOCK LOCKSET OPERATED BY KEY OR THUMB TURN AND ENGAGING FRAME AT HEAD AND SILL. 4) CONCEALED FLUSH BOLTS, MANUALLY OPERATED LEVER MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 17-1/2" FROM TOP AND 11-1/2" FROM BOTTOM OPTION 1 AND 2 ARE REQUIRED ON ALL ACTIVE LEAFS FOR TOP AND BOTTOM BOLTS USE OPTION 3 OR 4 KEYED THROW BOLTS BY HARLOC OR WESTLOCK TO BE OF STEEL CASING WITH MULTI PART STEEL BOLTS .o tn FLUSH BOLTS BODY AND LEVER TO BE OF ZAMAK CASTING WITH .206 DIA. STEEL EXTENSION ROD AND 1/2" 0IA. NYLON TIP. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 0 3/16' TEMP. GLASS AT DOOR O STD. CONFIGURATION 0 OPTIONAL 3 POINT LOCK MECHANISF,1 PI 1/2' TYP. GLASS BITE WOOD BUCKS NOT BY YALE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 4.2 gr. DR. - ;UMAYOUN FAR000 57 RUCTURES FLA. PE i 16557 TYPICAL ANCHORS -' APPROVED AS COVPLYiNG'MTH THE SOUTH FLORIDA BUILDING COLE C. E BY /1//. /. /�' / / -V PROD' T C ITROL DIVISION BUIL • CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 /" 060 z U N W 0 0 7 0 0 a: a N a: I 0 0 1 N U' 0 n w J W N 3 a: 0 0 0 U w a- U- J J rn 1 0 0 0 V 0 0 c 0 ra n rn a 2 0 0 L U z ( U C3 Z 0 0 0 w J Q J U- -0 0 a 0 o v LC 5 L ) drawing no. W97 -18 sheet 3 of 3 MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yak Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah ,FL 33010 The expense of such testing will be incurred by the manufacturer. APPROVED: 08/09 / x0450001'pc20001 \templates'ncc ■ce acceptance coyer :age.dot Internet mail address: I)usun:tstera buildingcudennlinc.c)m l I{ r ep),c: http: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE III RO- D. \Dli FLAGLER BUILDING 141) \VIEST FLAGLER SrtIilil', SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAN (305) 375 - CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375. FAX (305) 375.'908 I'ItODI'C'I' CONTROI. DIVISION (305) 375.290 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series "La Francais" Aluminum Outswing French Door with Sidelites under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01-0607.04 EXPIRES: 07/22/2006 Raul Rodriguez Chief Product Control Division TFIIS IS THE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONINIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. I Francisco J. Quintana. R.A. Director NIGlnll -Dade County Building Code Compliance Office w.w.builtlin,cudeonlinc.0 )m Yale Oaron Mfg. Co. Inc. ACCEPTANCE No.: 01-0607.04 APPROVED AUG 0 9 2001 EXPIRES Iv 22, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97-0815.09, which was issued on July 22, 1998. It approves an aluminum outswing French door as described in section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "La Francais" Aluminum Outswing French Door with Sidelites and its components shall be constructed in strict compliance with the following document: Drawing No. W97 -18, Sheets 1 thru 3 of 3, titled "Alum French Door w /Sidelites ", prepared by Al Farooq Corporation, dated 08/05/97, with revision E dated 5/31/01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION: 4.1 The aluminum outswing French door and its components shall be constructed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo. city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 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 Duplicate copies of the approved drawings, as identified in section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South I()rica Building Code (SFBC) in order to properly evaluate the inst llation f this systen• Man •l Perez. P.L. Product Cont .1 'xaminer Pro • ct •ontrol Division Yale Ogron Mfg. Co. Inc. , APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 ACCEPTANCE No.: 01- 0607.04 Manuel cr z, P.E. Product Controj miner Product ontrol Division AUG 0 9 2001 July 22, 2006 Yale Ogron Mfg. Co. Inc. ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATION: 1. None E -1 01- 0607.04 AUG 0 9 2001 July 22, 2006 A. DRAWING: 1. Manufacturer's die drawings and sections. 2. Drawing No. W97 -18, Sheets I thru 3 of 3, titled "Alum French Door w /Sidelites ", prepared by Al Farooq Corporation, dated 08/05/97, with revision E dated 5/31/01, signed and sealed by Humayoun Farooq, P.E. B. TESTS: 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with installation diagram of an aluminum outswing French entrance door w /sidelites prepared by Fenestration Testing Laboratory, Inc, Test Report No. FTL -1659, dated June 18, 1997, reissued on 6/11/98, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Calculations prepared by Al- Farooq Corporation, P.E dated 5/31/01, signed and sealed by Humayoun Farooq, P.E. E. STATEMENTS: 1. Statement letter of conformance, dated August 5, 1997, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated August 5, 1997, signed by Dr. Humayoun Farooq, P.E. 3. Letter from Yale Ogron, dated 2 /27/01, stating that the product has not changed since it was originally approved. 4. Letter from Al- Farooq Corporation, dated 5/31/01, stating that the engineer who performed the review of the product is still in the engineering business. E. OTHERS 1. Notice of Acceptance No. 97- 0815.09, issued to Yale Ogron Mfg. Co. Inc., for Aluminum Outswing French Door, dated 7 /22/98, expiring on 7/22;01. Manuel erez, P.E., Product Cont ydl camincr Produc ntrol Division Phone # kiV090 ' • MIAMI • • ES VI ®LX 2 ®0b5 ' BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date) I Type Insp'n - CC-C- [- Permit No20 2-13C/ 3 _ 2-2-3 Name J y Address 9' 3 ST Compan -� —Thi (7780 T!L 7 - 1 Inspection Date ` 1 a Approved Correction ❑ Re- Insp'n Fee ❑ • s (Rev. 10/02/03) RE- OCCUPANCY APPLICATION Date / O ' a V Contact Name'(V‘ c✓O L� —e-�°` v Phone # A - b ft( Buyer Seller Realtor ✓ Company Name ge Property Address 56 b 1., 13 s(--. City Miami Shores State Fl Zip / 3 Y I hereby certify that I understand that the zoning of the property is for single- family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village certifies only that the referenced property is being used for single- family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on the property. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate. Applicant Name Q ut Signature The foregoing instrument was a knowledged before me this 7 341 day of NOv P 1M1 p r , 2 S� , by' (e A(JO0i(e L€ v (' , who is personally known to me or who has as identification and who did take an oath. produced Ft . "bil ieir s Celkx.e_ Sign: Print: My Commission Expires: NOTARY PUBLIC: Miami Shores Village Building Department Rarbara A Estop Q My Commission DD178470 Building Officials Approval: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. ' Z-2-c5 Loc ID Re -Occ. $60.00 Notary $5.00 CCF $0.60 / Total (o S - �O REG COl 110705 1427 MC401 031826 CASH $65.60 Date 2 2 2-L Wjeb Address 5O ' ? gT Tax Folio Legal Description 2 / & 3D ' 3 BL. 57 Historically Designated: Yes Owner/Lessee / Tenant ,it/`T6 /l / VF12 0 At Owner's Address C5 de 93 Phone 0 - 9- 53'' -F3 Contracting Co. 4/SOW ��E Address /3/7 e /93 Qualifier — SS# Ph o>1 .3f- State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Gl.�(� 4 ( %dC�/ — Square Ft. ho Si Notary My Co PERMIT APPLICATION FOR MIAMI SHORES VILLAGE APPROVED: Zoning Mechanical - .....:: _ . . . .. , , . — dent ssion . +; :, j VILLAR NOTARY PUBLIC STATE OF 'FLORIDA COMMr.WON NO. CC714103 MY CO MMISSIONF.y MA FEES: PERMIT 60 ' RADON Building Date III gir(f04 Signa �J s //3,2D6- O /4I - / /6o No 062 69 Master Permit # Estimated Cost (value) ��a 0 C0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do ork stated. ctor or Owner- Builder otary as to Contracto or Owner- Builder Date My Commrssi t4• ._$ O OT L (OA: e (7 4r i in 9p �� my =MISSION EXPIRES /� `c OF FA O DEC. 17,2002 C.C.F. 1 ® NOTARY ✓ Electrical BOND TOTAL DUE Date Plumbing Structural Engineer ,INIA�{�ADE ' a PRODUCT CONTROL N JTICE OF ACCEPTANCE DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens FL 33016 MIAMI -DADS COUNTY. FLORIDA METRO -DADE FLAGL.R BUILDING BUILDING LU1P . I:UMIL 441r1.t. vFFFCE r METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX 45) 375 -2 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (3''51375.2902_ FAX (3051 372 -6339 Sectional Residential Garage 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: 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._ 98 - 0901.10 (Revises No.: 98- 0409.03) Expires:08 /14/01 Raul Rod 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. Approved: l 0/22/98 Dar es r+ anuer, Director Building Code Compliance Dept. 41etmnc,tirin Dade Counts 'Internet mail address: postmaster@bu Horneoaet: ntta :Siwww.nuiidRnrcoarunuor.rom • ACCEPTANCE NO: 94- n9o1.10 f) a R Dnnr Comnanv. Inc. APPROVED SCI 2 2 19 9 F EXPIRES 08/14/01 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 98- 0409.03 which was issued on 08/14/9S. It approves a Sectional Steel Door 9 ft wide as described in Section 2 of this Notice of Acceptance. And it is desin_:i to comply with the South Florida Building Code, 1994 Edition for Miami -Dade Couni• (SFBCC) for the oa : ions v e the pressure requirements, as determined by SFBC Chapter 23, do not exceed the _ pressure indicated in the approved drawings. PRODUCT DESCRIPTION The DAB Sectional Door and its components shall be constructed in strict compliance with the follow ing documents: Drawing No. 98 -01, titled "Sectional Residential Garage Door" prepared by Al Farooq Corporation. ct dated 01/30/98 with latest revision on 08/21/98, Sheet l to 2 t! Miami i - D1 do unty Py C Approval stamp with the Notice of Acceptance number and approval , Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown on the approved drawings shall qualify under this approval. 3.2 This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTNI E- S by a Dade County Approved Laboratory selected and paid by the manufacturer. Every 3 months. 4 times a year the manufacturer shall mail to this office a copy of the Test Reports with confirmation that the specimens were selected from coils at the manufacturer's production facilities. And a notarized statement from the manufacturer that only coils with a yield strength 0E34,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The Sectional Door and its components shall be constructed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a Hurricane Protection System 5. LABELING 5.1 Each door shall bear a permanent label with the manufacturer's name or logo. city, state and the following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT 6.1 Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. inc .:ding two copies of the approved drawings as identified in Section 2. 6.1.2 Any other document required by the Building Official or the SFBC d order to properly evaluate the installation of this system. 2.1 Candido Font, PE. Sr. Product Control Examiner Product Control Division ✓..- ✓vv. .,••• • . NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (S) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name. city. state. and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting-the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) 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 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami - Dade County. Florida, and followed by eKpirztion date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed. then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. .iC.TPTA \CC NO 9R- (1901.10 APPROVED . OCT 2 TO" EXPIRES : _08/14/01 Candido Font. PE. Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- GENERAL NOTES • I T, ,5 STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BU +• .'ING CODE 199 EDITION FOR DADE COUNTY. ALSO FOR WINO LC .OS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2 . ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS A •ICHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSTNG OR STUCCO. 3 ALL BOLTS, NUTS ANO WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4 ANC .ORINC OR LOADING CONDITIONS OTHER THAN THOSE SHORN IN THE'.E DETAILS ARE NOT PART OF THIS APPROVAL. 0001+ HE1U(1 CONSISTS OIT 6 - 6" 2 6' -9 1 =TON 18 3 SECTIONS 21 r • SECTIONS 21 7 s scams 18" 7' -9 • SECTIONS 18" 1 SECTION j1- a• 3 sECTONS 1812 SECTION'S 8 3' 8 -6' 1 SECTION 18" r• SECTIONS 21 8 - 9' 5 SECTIONS 21 i 9' =Tows 15 "12 SECTIONS 21 SECTIONS 18" 21 2 SECtimes 18" 3 SECTIONS 71 9' 3" S SE01ON'S 18 SECTION 21 9' -6" s SECTIONS 18 12 SECTIONS 21 9 - 9 3 SECT? W5 18 "13 SECnONS 21 10' SECTIONS 13 SECn0t15 21 10' -3 , SFCTIW 18" IS SECTIONS 21" 6 SECTIONS 6 mums 18" 11 SECTION 21 5 SEC101IS 18 SECTIONS 71' 10' -6" 10' -9 11' 11' -r ,t'_6 �• saran Ia SECTIONS 21" } SECT1pIS 1a "14 SECTIONS 21 SECTIONS 18"ts MXTIONS 21 17' ► 1 =TENS 18 SECSWNS 21' 17 17 SECTIONS 71'1- 12 - 5 4a SECONS 18'12 *Meows 21 12 - 9" 5 SECIONS 15 SECTIONS 21 SECTIONS 1514 sECnols 2 1 " 3 maims 15"15 SECTap1'S 21 2 %crows 18'15 SECTIONS 21 1 SECON 1 w" 17 SECnoIS 2t • sECTONs 21 S 8 N strums 1e' 3 SECnoxs 21" 1 • - 6 - 15 SCfiO4 18'14 g.CSTORS ?1 (• sr..Lirs.r. 15" is SFI-+OP. -1" 13 sEar.ces is °16 s =_coals 21 12 S(CTIdIS 18'17 SECTIONS 71' 1 •' -9 1 S' 15'- 3 15' -6' 15 If' f, %CT7O1 1L' 1S SECIONS 71 SECT015 21 1- 21'1 - �8 SECTI34 15 Is M:CO015 21 STEEL TRACK BRACKET FASTNED TO WOOD JAMB WITH - NE 5/16 x 1- ;, /ts LAU SCREW OPTIONAL. STOP MOULDING BY DOOR INSTALLER SOUTHERN PINE 055 S.0 13 GA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 14 CA GALV. STEEL TRACK FASTEI€O TO TRACT' PLATFS w/ 1/4 -20 x 5/8 T.uSS iR). SLOTTED MS. & LOCK NUT • 4 L LOCK BAR GUIDES INSTALLED ON END STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF ODOR OUTSIDE KEYED LOCK LOCK tjAR LOCKING SHOWN 7 X 7 GALA AIRCRAFT TYPE CABLE Sc NICO - PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 14 X 1 /2 - WS 4 PER HINGE T 7/16" PUSHNUT INSTALLED ON f1011.82 SHAFT 14 CA. CALV. STEEL END ROLLER HINGE W/ (4) 14 \ 1/2 SuS 1/2 x 1 -3/4 X 1/16' VERT. ALUM TUBE -CLUED TO PANEL ANO SECURED TO END STILE WITH 3/16 POP RIVETS 12 O.C. 1 -7/8 X 2 -5/8" x CENTER STILE 14 CA. CAI +• STEEL CENTt.P 'INGE SECTION B -8 LOCK 2/ DOOR SPRING LOADED SLIDE 301" I )CK (907 . -4 SIDES) FASTENED w/ (4) # 1 a x 5/3" 5)4 5/8 WN. LOCI: ENGAGEV_UT CONFORMS TO SFBC 3603.2 REGARDING •7>R..GE DOORS / 14 x 5/8 S.u.S. [ 2/ HINGE I 13 GA. =TEEL IEEA 2 -1 Y 18 GA. STEEL END STILE 1 • CENTER STILE OPTIONAL VENT MAXIMUM OPENING AREA SO SO. IN. "Nix. DOOR WIDTH s• 9 -O" INSIDE ELEVATION RAISED PANEL EMBOSSED 000R 5/16" HILTI SLEEVE ANCHORS OR EQUAL 1 -1/2' MIN. EMBED INTO MASONRY 1 PER BRACKET • N V m N • I. DAB DUOS MODEL 824 MAX. SIZE 9'-0 WIDE X 16'-0' HIGH DESIGN PRESSURE RATING = + 53.0 PSF — 60.0 PSF THIS GRA M 15 PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED CO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING Engr. OR ktJWI rcao FAR000 STRIMIURES FLA PC 16557 � , i MIMED AS CC'.0:LTM Yrni THE £ IP f1 OA EU DIRG CODE 1uiT tC ±! �t _ !9.L_ PRODUCT =ROE OtY:S -0!1 IN; PADS CG.`.FL; .9O Ofs10E Aar rrtncr riO.' • - 0A0 t • lO C 0 O 0 W a U 1— Vi •I Z CO m Csj VI X 'z 0v J p 2 Z � ,n< Ch U Q •V Q 0 O 0 N 0 • • A S 01 a N 101 N N , O - . 4 10 N WI O v W v ti 1C 10 t drawing no. 98-01 sheet 1 of 2 DOOR • SECTION - "EICHTE. BRACKET PLACEMENTS HEIGHT 1 ST 1 2ND l.`.= 0 1 4TH I5TH 81 ' 82 83 84. 85 86 87 88 6 -0" 1 ".1 1 8 " j 1 E " ( 1 8 " N/A 111-3/4- 23_ 34 " 45" 56" 67" - U ' 0 '( 0 I I 21..1 1 8 " 1 1 ` " 1 2 1 - N/A 111-3/4" 23" 34" 45" 56" 67" - 2 1 l 21 " 2'. " 21 " N /A 1 j t t - 3/ 4.. 23 " j4.. 45" 56" 67" 78- 1/4" 13.. 18" j 1.: 418" :8' 1" i11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8 -0 21 " 18 1 .. 18 2 1 . 1- I11-3/4- 23- 34" 45" 56" 67' 78-1/4" 4 HORIZONTAL REINFORCEMENT 1/2" x 1 - 3/4" X 1/16" ALUM TUBE , GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" x 1 -3/4" x 1/16" ALUM TUBE CUT TO MISS RIB GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 21" PANEL SECTION A -A WETS ETS 14 CA. CALV. STEEL ADJUS 2 -8LE SLIDE FASTENED TO BRACKET w/ 5/16 -18 x 3/ HEX -EAD m. SCREWS & NUTS. 12 GA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) N 14 . 5/8" 5.14 5. Ili} 18 GA. X 2-1/4" X 2" CALV. STEEL U.BAR aEINFORC!`1G - PUSS 6 CE' :TER OF TOP SECTION TRUSS FASTENED TO ALL •ERTICAL STILES W/ Two # 14 x 5/8" S.M.S. 7/16" DIA X 3 - 3/4" ROLLER SHAFT OPTIONAL EPS EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENSITY = 1 PCF N.O.A. # 98- 0409.04 14 GA. GALV. STEEL ROLLER HINGES FASTENED w/ (4) g 14 X 5/8" . 5145 MIN. 24 CA ROLL FORMED STEEL PANEL DRAWING QUALITY G - 40 MIN. YIELD STRENGTH = 34 K51 WITH PRIMER AND BAKED - ON POLYSTER PAINTED TOP .:OAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 x 5/8" SUS BOTTOM SEAL .039 ALUM PLATE WITH (2) 1/8" X 1" S.U.S. ANO RUBBER WEATHERSTRIPPING FLAPS BENT OVER PANEL 24 CA. STEEL PANEL 1/2" PUNCHED H OLES ® 4" O.C. 18 C.A. X 2 - 1/4" X 2 GALV. STEEL U.BAR REINFORCING TRUSS ® BOTTOM OF BOTTOM SECTION TRUSS FASTENED TO ALL VERTICAL STILES W/ TWO ij 14 X 5/8" S.M.S. TIONS A NI�MBER STA AT THE BOTTOM FOR DOORS MORE IRAN 8 ;7 ,4IGH USE ADDITIONAL TOP BRACKETS AT 1 0" O.C. 5/16' x 1-5/8" LAC SCREWS INTO WOOD OR 5/16 SLEEVE ANCH•RS WITH 1 - 1 /4 EMBED INTO MASONRY 3 PER BRACKET END STILE THIS DRAWING IS PROPERTY OF DAB DOOR!; INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. 2- 1/2 X 4 x 13 CA. STEEL PLATES MELDED TO 1-1/2 .< 1-1/2" X 14 GA. ANGLE PATENT PEIJI.)ING 4 CO 1—J L l TRACK CONFIGURATION ' O CAST ALUM. CABLE DRUM RIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2x4 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAU. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUM W/ 1/4" TAPCONS WITH 1-3/4" EMBED AND A SP ACING OF t 0" O.C. OR 3/3" DIA. HILTI SLEEVE ANCHORS. 1 -3/4" MIN. EMBED AND SPACING OF 12 O.C. THE BLOCK WA CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR I 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 2" X 3-1/2" x 12 GA. TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. E' qr: O. '1VI1AYOUN FAR000 . STRUCTURESee'v FLA_ PE; • test) .'f . `1 • HORIZ. TRACK SUPPORT APP40' cdEDi AS C^MPLYINC WITH 1R SOUTE R"R1DA 6U6LDING CODE G DA DUto ,, o 2."1.- I `D BY PRODUCT CONTROL D1IPS:i„ i CODE COWPL ;-NCE .' Ci ACCEPTANCE 140. $ -0 • t O z z W 00 Er � 00 0 CLa a-3 0 u1 n U — O W Of Z > 1*1 ao J Q I e a vi m 0 fr 3 L Gr., ci I z _' a - W 3 rr 0 0 Q �.s U J W Q N W Kr J z 0 I U W V) U z Kn O O 0 0 to 0 W < I I— vi 2 to W a) 0 I Ir Q `c 3 , te • ' : I ,f O W Cx1 Q —I - r drawing no. 98 -01 (sheet 2 of 2 FAX. (305) 262-6978 0 G I/c 1,P 't \Plist-W . . t t u. a Zo —0 Slki L 0i3 -�� 11) JOY) V ►-1 - \)-19-0F _ 0 3 a `1,` Lo N» i, 1' r -k �k v 38 m1 I 44 ?Awl k+ 2zL 27 'kr) JOB f Z a SHEET HO. l 8 F & CALCuLATBD BY Y � 2E,SQATE CHECKED BY \TnA041° 04 ti I 1$0 DATE CHECK FIGURES: 1,960 cfm / 56 000 bturtl 3 1 . i 2 1 5 3. 2 RANGE Q.F.M. per SF. 0.90 0.8 to 1.8 BTU/ HOUR per SF. 26.64 22 to 33 SF. per TON 430 480 to 580 SUBTOTAL 3 1 . i 2 1 5 3. 2 8 1 t 5 6 9 SAFETY FACTOR (10%) TOTAL SENSIBLE HEAT (ADD ABOVE) 3 • 5 18 ! 4 1 6 TOTAL HEAT GAIN (SENSIBLE / .8) . 4 1 4 : 8 :0 8 TOTAL C.F.M. REQUIRED (SENSIBLE / 20) 1 1 1 7 1 9 1 2 fred r. oardoso A R C H I T E C T HEAT LOAD CALCULATION-24 mt. mamma Mid FL- AR 13340 6I 75 N.W. 1 53RD STREET', SUITE 205 MIAMI LAKES, FLORIDA 33014-2415 PH. (305) 824 -0338 FAx (305) 824-1742 E -MAIL: FRCRKTEC @OISNET.NET PROJECT: ADDRESS: OWNER: ARCHITECT: DATE: PERMITTING OFFICE: EXPOSURE SUN LOADED SHADED MR/ MRS ANTHONY RIVERON DAILY TEMP. RANGE 1T' RIVERON RESIDENCE ADDITION 560 NE 93 STREET - MIAMI SHORES. FLORIDA FRED R. CARDOSO (FL- AR13340) June 2, 1998 MIAMI SHORES, FLORIDA FACTOR BTU /HOUR 19 :715 4 1 , 4 D .i 2 1 6 10 I4 • . 4 4 4 '0 • INSULATION NONE 7 4 TYPE ITEM PEOPLE COOKING 8 LIGHTS AREA (sf) 1,296. 858. AREA (of) QUANTITY 5 FACTOR 16.00 4.50 2.50 1.20 saw.. FACTOR CUBICAL CONTENT (cf) X 0.36 =17,224 CF �aR FACTOR 300 BTU /HOUR . 4 4 4 4 1 i 0 4 32j3 4 4 4 '3 4 0 BTU /HOUR . = j 0 al 1 6 2 l 0 i 0 ':mss BTU /HOUR 1 11510.10 2 10 10 10 ZONE LATITUDE: OUTSIDE DESIGN: 25 DPF to TYPICAL CITY: M/oml, Fl. PROCESS NO.: ORIENTATION OVERHANG (In) 0 12 24 AWNING EAST NORTH NORTHEAST SOUTHEAST - SOUTH SOUTHWEST WEST CONSTRUCTION 13 28 35 28 16 28 35 13 25 34 21 13 27 34 13 23 31 23 13 31 FLOOR OVER UNCONDITIONED SPACE FLOOR EXPOSED TO OUTSIDE AIR 25' • f3° DTF 12 20 28 21 13 21 25 OVERHANG ADJUST FACTOR BY WOOD FRAME 6 HEAVY MASONRY 5 CONCRETE BLOCK 8 17 .90 24' .80 36 .72 .68 FLOOR FACTORS (Circle factor used) 2 4 FACTOR NOTES: I (1) GLASS: BASED ON CLEAR GLASS WITH INTERIOR WINDOW TREATMENTS. FOR BARE GLASS INCREASE FACTOR BY 25%. (2) FLOOR: SLAB ON GRADE ALLOWS NO HEAT GAIN. (3)USE THIS FORM ONLY WHEN GLASS AREA DOES NOT EXCEED 70% OF BUILDING PERIMETER. CHECK FIGURES: 1,960 cfm / 53 000 btWA BTU / HOUR NONE 18.00 RANGE C.F.M. per SF. 0.90 0.8 to 1.5 BTU/ HOUR per SF. 26.54 22 63 33 SF. per TON 430 480 to 580 INSULATION AREA (st) FACTOR BTU / HOUR NONE 18.00 1 8 1 SAFETY FACTOR (10%) 1 2 4 • 9 4 3 1 5 2" 4.50 4• 1,285. 2.50 5 3 2 3 8 6 858. 1.20 1 1 i 1 1 0 i 3 1 0 TYPE AREA (et) FACTOR BTU I HOUR k g, ` `mac K : .. :<c € s .. �3 ...w.< 'fl�z : a .. 1 0 £ XS. 3b�sf � -mss CUBICAL CONTENT (cf) X 0.36 = 17,224 CF 16 12 1 0 :0 ,114 • ` %..;?; • F A t s a >, ,s+ -r ' ITEM QUANTITY FACTOR BTU /HOUR 1 1 1 PEOPLE 5 300 • 1 5 0 0 i i r i COOKING 8 LIGHTS 1 2 1 0 I 0 I 0 SUBTOTAL 3I2 5 1 8 6 SAFETY FACTOR (10%) i 3 2 15 9 TOTAL SENSIBLE HEAT (ADD ABOVE) 3 1 5 8 1 4 5 TOTAL HEAT GAIN (SENSIBLE ! .8) , 4 : 4 1 8 1 0 : 8 TOTAL C.F.M. REQUIRED (SENSIBLE 120) 1 1 1 7 :9 1 Fred r. Cardoso A R C H I T E C T HEAT LOAD CALCULATION-24 xr 9FSIDEKIWIfT1Iu1 FACTOR 24"!AW 13!— 31/— 13 / 13 31/— ••�tulllf� FACTOR 6.4 5.4 17 560 NE 93 STREET - MIAMI SHORES, FLORIDA MR/ MR FRED R PROJECT: ADDRESS: OWNER: ARCHITECT: DATE: PERMITTING OFFICE: ORIENTATION NORTH NORTHEAST EAST SOUTHEAST SOUTH SOUTHWEST WEST NORTHWEST i EXPOSURE SUN LOADED SH ZONE RIVERON RESIDENCE ADDITION June 2, 1998 PROCESS NO.: ORIENTATION OVERHANG (In) 0 12 24 AWNING AREA Of) 1,325. MIAMI SHORES, FLORIDA AREA (sf) 24 / AW 76/0 0 84/0 0 30/105 0 36/0 0 683. BTU /HOUR I 1 9 17 I5 1 .j i 4 I i I 0 ' i 4 1 I2 18 10 14 4 i ;0 1 I 1 7 5 I5 I 0 1 3 J . 1 j1 ji 1 i 8 I I io BTUIHOUR 1 S 1 1 4 i 8 3 8 ? 8 s 0 8 LATITUDE: 25' DAILY TEMP. RANGE If OUTSIDE DESIGN: TYPICAL CITY: 9 FF NORTH NORTHEAST EAST SOUTHEAST SOUTH SOUTHWEST WEST • CONSTRUCTION 13 28 28 16 28 35 to 25' Miami, FL 93°F 27 23 13 13 25 23 34 31 13 13 27 23 34 31 12 20 25 21 13 21 25 OVERHANG ADJUST FACTOR BY FACTOR • WOOD FRAME 6 HEAVY MASONRY 5 CONCRETE BLOCK 8 12' .90 24' .80 38' .72 48' .68 FLOOR FACTORS (Circle factor used) FLOOR OVER UNCONDITIONED SPACE FLOOR EXPOSED TO OUTSIDE AIR 2 4 FL- AR 13340 6175 N.W. 153RD STREET, Surre 205 MIAMI LAKES, FLORIDA 33014-2415 PH. (305) 824 -0336 FAx (305) 824-1742 E-MAIL: FRCRKTEC @OISNET. NET FACTOR NOTES: (1) GLASS: BASED ON CLEAR GLASS WITH INTERIOR WINDOW TREATMENTS. FOR BARE GLASS INCREASE FACTOR BY 25 %. (2) FLOOR: SLAB ON GRADE ALLOWS NO HEAT GAIN. (3)USE THIS FORM ONLY WHEN GLASS AREA DOES NOT EXCEED 30% OF BUILDING PERIMETER. User #940338 Input data filename: B:EA DATE: 5 -20 -1998 TIME: 10:57:59 PROJECT: RIVERON RESIDENCE. INTRASOFT: WIND? - Wind Forces On Buildings as per ASCE7 - 93 version 1.0 - 11/15/94 - C5.1 Copyright (C) 1994, INTRASOFT Inc., Boca Raton, FL 33432 (407) 394 -4257 ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** INPUT DATA ***** * ** * * * * * * * ** * * * ** * * * * * * * * * ** * ** The building and structure classification category is I The structure is ::.0 miles from hurricane oceanline. The importance factor is 1.050 The basic wind speed, in mph: 110.0Q The exposure - category . is C * ** Structure• dimensions * ** Mean roof height, (FT.): 10.00 L (FT.): 20.00 B (FT.): 44.00 Slope of the roof, (DEGREES): 14.04 Area of wall components, (FT2): 15.00 Area of roof components, (FT2): .130.00 Eave height, (FT.): 8.50 Truss span, (FT.): , 20.00 Truss spacing, (FT.): 2.00 Truss overhang, (FT.): :'2.00 ) 2' ' r * * * * * * * * * * * * * ** *fie * * * * * * * * ** * * * * * * * ** OUTPUT ** * * * ** * * * * * * * * ** ** ** * * * * * * * * * * ** *pert ***** * * * * * * * * * * ** *** * * * * * * * * ** * * * * ** MAIN WIND FORCE RESISTING SYSTEM ***** * * * * *** ***** * * * * * * * * * * * * * * * * * ** Gh = 1.3596 qh = 27.35 The wall pressure coefficients are: Windward wall: .80 Leeward wall: -.50 Side wall: -.70 Side wall pressure, (PSF): -32.87 *****DIRECTION OF NORMAL TO RIDGE. * * * * *. The. ROOF pressure coefficients are: Windward ROOF: -.90.- Windward ROOF(*) =.90 Leeward ROOF: • -.70 * SPECIAL CASE: When 20> theta >0 and 0 <!h /L.<0.5 _ The windward roof pressure values, including negative and positive The total horizontal force from the roof, (LBS.): 818.11 The windward roof pressure including negative internal pressure: -26.63 The windward roof pressure including positive internal pressure: - 40.31 The leeward roof pressure including negative internal pressure: -19.19 The leeward roof pressure including positive internal pressure: -32.87 ** * ** DIRECTION OF WIND PARALLEL TO RIDGE * ** ** The ROOF pressure coefficients are: Windward ROOF : - .70 Leeward ROOF: -.70 internal preE The windward roof pressure including negative internal pressure: - 19.19 - -- - The windward roof pressure including positive internal pressure: - 32.87 The leeward roof pressure including negative internal pressure. - 19.19 The leeward roof pressure including positive internal pressure: 7 LL�V1'9R LV vvt z and corresponding pressure values are: • • z qz PWINW- PWINW+ PLEEW- PLEEW+ PTOTW PLOAD* '8.50 27.35 36.59 22.91 -11.76 -25.43 48.34 818.11 8.00 27.35 36.59 22.91 -11.76 -25.43 48.34 1881.65 7.00 27.35 36.59 22.91 -11.76 -25.43 . 48. . 34 4008.73 6.00 27.35 36.59 22.91 - 11.76. -25.43 48.34 6135.81 5.00 27.35 36.59 22.91 -11.76 25.43 48.34 4.150 . 27.35 36.59 -22.91 -11.76 -25.43 .48.34. 3.00 27.35 36.59 .22.91. -11.76 -25.43 48.34 2.00 _ .•27. :.36.59 22.91 -11.76.-25.43 48.34 14644.12 1.00 27.35 .36.59 22.91 -11.76 -25.43 48.34 16771.20 .00 27.35 36.59 22.91 -11.76 -25.43 48.34 18898.28 * NOTE: PLOAD includes horizontal component of roof load. . UPLIFT REACTION FOR DESIGN OF TRUSS ANCHORAGE The maximum uplift pressure on the roof, (PSF) : 40.31 The maximum uplift pressure on the overhang, (PSF) : 70.06 • The uplift reaction at each end, of the truss, (LBS.) : 1119.77 The end zone length, a, in feet : 3.00 The qh valUe (PSF.) : 27.35 - The wall -pressures are based-on a tributary area of . 15.00 s. ft. * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** COMPONENTS AND CLADDING ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** WALLS * * * * * * ** Zone 5 The positive GCPs with positive and negative internal pressures are.: The negative GCPs with positive.and.'negative internal pressures are: The, four possible wall - pressures are, _(PSF) : 31.34 ::45.02 * * * * * * ** ROOF * * * * * * ** The positive GCPs with The negative GCPs with The four possible roof Zone 2 • The positive PCPs The negative GCPs The four possible Zone 4 The positive PCPs with positive and negative internal pressures are: The negative GCPs with positive and negative internal pressures are: The four possible wall pressures are, (PSF) : 31.34 45.02 NOTE: Positive values indicate wall pressure, negative values indicate suctio: The roof pressures are based on a tributary area of 130.00 sq.ft. Zone 3 positive and' negative. internal pressures are: positive and negative internal pressure are: pressures are, (PSF). -6.84 6.84 1.15 - 2.24 - 61.29 1.15 -1.75 - 47.75 -.25 - 2.25 - - 61.54 with positive and negative internal pressures are: -.25 with positive and negative internal pressur<are: -2.25 roof pressures are, (PSF) : -6.84 84 -61.54 The positive GCPs with positive and negative internal pressures are: -.25 The negative GCPs with positive and negative internal pressure are: -1.35 . The four possible roof pressures are, (PSF) : -6.84 6.84 -36.92 NOTE: Positive values indicate roof pressure, negative values indicate' suction * * * * * * * * * * * * * * * * * * * * * * * * ' SUMMARY OF RESULTS * * * * * * * * * * * * * * * * * * * * * * * *e L FT. - 20.00 B (FT. The total horizontal load: C , eave height (from roof) (LBS.. ) I base (from roof and walls)(LBS.) The maximum uplift pressure.on the The maximum uplift pressure on ,the The uplift reaction at each end of The end zone length, a, (FT.) s 3.00 The maximum wall pressure in zone 5 (PSF): The maximum wall pressure in zone 4 (PSF); The maximum roof pressure in zone 3 (PSF): The maximum roof pressure in zone 2.(PSF): The maximum roof pressure in zone 1 (PSF): End of WIND7; COPYRIGHT 1994 INTRASOFT INC. 818.11 18898..28 61.29 47.75 61.54 61.54 36.92 h( CP or C roof (PSF) .40.31' overhang, (PSF) 70.06 the truss, (LBS.): 1119.77 w to \Q -N y 5%S -) f p '011 Tk ( i21 % •74 qt.,( AugA z -0"‘. � J M L . , a . lip m. 0 V 04 =+a, 1419 t1. Shit. o;- r t.0 fv1 tm, -416_ - o3S�1 Zp i . So IA` vat kit • _Icivt -00 [souu• SHEET HO. 1 6F' & 7" e CALCULATED e CHECKED 8Y SCAiE 2 41 bit I .� 1 ) C : 4' OA re CHECK FIGURES: 1,950 cfm / 55 000 btulh : :: x:: }•.;y, : iiR; + :, ::.}i ii•a •Y. ti}• n ^ ,'}.v: �v : x.;::,vS }nti' }: '. ti ••:/'...i itr:ti > .: :i:$ .;: }v:r �'r`! S•' ' '•Ti, >r�: r' Y' v $i�`• v p :!h ?{ i: ; xY.:•:::i� r iii5: .:::: .....:... }:J:i{v. f£iti'r,'C:'C':: iii :::�4' ?•: ?v?%•.�i�R {f , �ik2S {:+�CvCr {{*g{•pi INSULATION RANGE C.F.M. per SF. 0.90 0.8 to 1.5 BTU/ HOUR per SF. 26.54 22 to 33 SF. per TON 430 480 to 580 •:• }}:•}:• }:. }:. }:. } }:: §....::- }} �:::.;:• tv. vr: rr} iiii.;...••..- y:: r --.' { +..;.:- .:.v•.. $ �Y+ i• S{<;•••'••• � • ' { ' {{.} ii: {:: %.v::• } :• } } }'i } }:•:$ ?• }: : :: x:: }•.;y, : iiR; + :, ::.}i ii•a •Y. ti}• n ^ ,'}.v: �v : x.;::,vS }nti' }: '. ti ••:/'...i itr:ti > .: :i:$ .;: }v:r �'r`! S•' ' '•Ti, >r�: r' Y' v $i�`• v p :!h ?{ i: ; xY.:•:::i� r iii5: .:::: .....:... }:J:i{v. f£iti'r,'C:'C':: iii :::�4' ?•: ?v?%•.�i�R {f , �ik2S {:+�CvCr {{*g{•pi INSULATION AREA (sf) FACTOR BTU / HOUR NONE SAFETY FACTOR (10 %) 16.00 . . 3 8 2" 5 4.50 TOTAL SENSIBLE HEAT (ADD ABOVE) 4 " 1,295. 2.50 • 3 2 6" :: TYPE 858. $• • ••:• t,' {: X . } { {.: AREA (sf) 1.20 • x:: x. ` .,:. { x.:� FACTOR : 1 0 3 0 O',Q ? M1 , } f :51:.,Wn} 'C;. ...V...�ti:. .dti BTU / HOUR $$ i•? i:}:} iiiiii:: i:: i:::::::}:: is ^:{•:ii:ti:::ii::;......... t�} • . yiif! ! 'w!7f,: • {':'•ii• >: +•: ` CUBICAL CONTENT (cf) :::::::::::::; .:......:...::............. _::}:{:t:::v } }:FS:- , ?4i::: } {:iiJ }:•x. ITEM .vr }:• :y '::• :•:+: w• •'` > •• X 0.36 = 17,224 .. { :54::::G:• } }: v.,•: QUANTITY : :..S , 'x' kc:.§. :. ' • ?. r : :: ;c,•,•. } S•r. . . ;.::•} •. `}••' a4` { ti ' r:t,Fir 4�Q' r ..' t" .. ssS .. or£ c.• .`': �: { ... • CF ? 6 ? 2 ? 0 : 0 rtF_ .: r } - 0.40 rk r: v:} . n'Y i?94 FACTOR BTU / HOUR PEOPLE 5 300 1 5 0 0. COOKING & LIGHTS 2 0 0 0 SUBTOTAL 3 2 5 8 6 SAFETY FACTOR (10 %) . . 3 2 5 9 TOTAL SENSIBLE HEAT (ADD ABOVE) 3 5 8 4 5 TOTAL HEAT GAIN (SENSIBLE / .8) • 4 : 4 : 8 : 0 : 6 TOTAL C.F.M. REQUIRED (SENSIBLE / 20) : 1 : 7 1 9 : fred r. cardoso A R C H I T E C T HEAT LOAD CALCULATION- 24HR. RESIDEIRUL SYSTEM PROJECT: ADDRESS: OWNER: ARCHITECT: DATE: PERMITTING OFFICE: ORIENTATION NORTH NORTHEAST EAST SOUTHEAST SOUTH SOUTHWEST WEST NORTHWEST EXPOSURE SUN LOADED SHADED RIVERON RESIDENCE ADDITION 560 NE 93 STREET - MIAMI SHORES, FLORIDA MR/ MRS ANTHONY RIVERON FRED R. CARDOSO ( FL- AR13340 June 2, 1998 MIAMI SHORES, FLORIDA } i:{:}:: i$}}: 4};:} ii: L:;f �{ n• i:: ii? riii:: i ;:::: >::: >;:;: ? { {:::::i:::: ?:: \.. 'r };n };•1:.r. ? {i {:i:•r:iiiv; :i ?..vK: {i :........... •t AREA (sf) 24" / AW 75/0 0 84/0 0 30/105 0 36/0 0 FACTOR 24 / AW 13/— 31 / — 13 / 13 31 / — BTU /HOUR 2 9 6 7 1 ::: :::: +.,} Y:' >•;,k: >.•.`:;: }' :,'i?:; +::; t x.:': {Gti;:vc'•. } `.j::: i } } { • • ,,rt: ; :: j .�,{) + •fi::::• } n'r :• { ; : v; ^ }:•.ni'.t� i •'..:'� *':T •+M'� /�L, �: ,t? ,+• .+.,. .#lYi1iFNli # �`• :.: • . i:..:::.,:,tp rt"•'•; '••.Y':';r; <: •: :• •• :':: r .. y..r?• rt}: rctx•,;•:{•; ct•}:tt f:t t : ?,• }: { {:rrX ' : '•:6!'f7ciE• ���•''x�k' , io ! ' AREA (sf) 1,325. 683. BTU /HOUR '8 4 3 6 7 0 5 8 8 0 LATITUDE: 6I 75 N.W. 1 53RD STREET, SUITE 205 MIAMI LAKES, FLORIDA 33014-2415 PH. (305) 624 -0336 FAx (305) 624 - 1 742 E - MsJL: FRCRKTEC @OISNET.NET DAILY TEMP. RANGE OUTSIDE DESIGN: TYPICAL CITY: PROCESS NO.: ORIENTATION NORTH NORTHEAST EAST SOUTHEAST SOUTH SOUTHWEST WEST ZONE 25° 11° 91 °F NORTHWEST 48" FLOOR FACTORS (Circle factor used) FLOOR OVER UNCONDITIONED SPACE FLOOR EXPOSED TO OUTSIDE AIR FL- AR 13340 to Miami, FL OVERHANG (in) 0 12 24 13 26 35 28 16 28 35 13 25 34 27 13 27 34 13 23 31 23 13 31 :: >: >.:,:: >:: ::a::x: }..r` }:} ::;: >: >•: <.< {; >• ><: •rte WOOD FRAME 6 HEAVY MASONRY 5 CONCRETE BLOCK 8 12" .90 24" .80 36" .72 AWNING 12 20 25 21 13 21 25 20 CONSTRUCTION FACTOR 25° 13° 93°F OVERHANG ADJUST FACTOR BY 4 FACTOR NOTES: (1) GLASS: BASED ON CLEAR GLASS WITH INTERIOR WINDOW TREATMENTS. FOR BARE GLASS INCREASE FACTOR BY 25 %. (2) FLOOR: SLAB ON GRADE ALLOWS NO HEAT GAIN. I (3)USE THIS FORM ONLY WHEN GLASS AREA DOES NOT EXCEED 30% OF BUILDING PERIMETER June 9, 1998 Miami Shores Village Building and Zoning Department RE: Truss Plans for 560 N.E. 93 Street To Whom It May Concern: We are in the process of completing truss plans for 560 N.E. 93 Street. However, due to some delays we don't have the final truss plans to submit to the Building and Zoning department for review. We will Submit the truss plans as soon as they are finalized and before the tie beam inspection is done. We ask that you consider approving the plans for our addition as the truss plans are the only pending matter. If you have any questions, please feel free to call me at 759 -5388. Thank you in advance for your consideration. Sincerely, Anthony Rive dn 1 O& -0/2- ; N .� KY ,. L N" ARY PUBLIC ST d T OF FLORIDA COMMISSION NO. CC7I4]03 MYCOMMISSION EXP. MAIL ] 002 PROJECT NAME: AND ADDRESS: IV21. .4,,,,19151.105* t- 2 BUILDER: C 0 I 6 a3 4litter PERMITTING OFFICE: MAN, SRDCAI CLIMATE ZONE: 7 a 8 179 µ i ll c O t 5 i L OWNER: m/ µ ..t ,, ciA Ix Ib 3 PERMIT NO.1 I I I I I I JURISDICTION NO.: 11111111.11 P. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6 00C -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 for additions of 600 square feet or less, site installed components of manufactured homes, and renovations to single and multifamily residences. Alternative 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). Prescriptive requirements in Tab 62-1, Ca and -,3 apply only to the aA , e s--.. components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must ' ejonly when,eg specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned ssace from gondltrorted gp ces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than >3Q ' pt the o ess'kdv4eB�f building). Prescriptive requirements in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MAN'UF HOMES BUILDINGS. Only site - installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete ndwsystem is installed. Pleas`et1ji at t r. .. 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: Exterior: 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 AC., gas, existing, none) a. • • 1. 12. Heating system*: (Types: heat pump, elec. strip, natural gjas, LP. 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, ' 'ng, * Pertains to manufactured homes with s . Ibutat a in -1_ 1 2. 3. 4. Single Pane Double Pane 6a. (,? sq. ft. c. 6b. 0 sq. ft. 0 7. (S % 8a. , R= 8b. R= 8c. . R= O 8d. R= C 8e. R= 0 9a -1 R= 5 9a -2 R= 0 B sq. ft. 9b-1 R= O ' sq. ft. 9b-2 R= U O sq. ft. 9c ACA 10a. R= 30 9 �a sq. ft. 10b. R= _C:11_ • O sq. ft. 11. Type: Cel■IT A' SEER/EER: 113 4- 12. Type: ST P HSPF /COP /AFUE: l .O 13a. 13b. 14. Type: EF: 0 o •Iin. ft.' • o sq. ft. .O • sq. ft. 0 sq. ft. 0 sq. ft. elk CCIII C ©•q I hereby certify that the plans and specifi with the Fl Energy Code. PREPARED DT: I hereby certify that this building is in compr • OWNER AGENT: DATE with the Florida Energy Code. DATE Review of plans and speoladicre covered by this calculation amicable com teethe Florid Energ r Code. Before oonsfrudbn is completed, this bulling w be Inspected for compile= in accordance nth Section 553.908, F.S. eRDRNG OfflOAL• DATE sq. ft. sq. ft. Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% = Installed % = GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED INSUL INSTI UP TO 20% UP TO 30% UP TO 40% UP TO 50% 1 • Single Double Single Double Single Double Single Double OH - SC . OH - SC OH - SC OH -SC OH -SC OH - SC OH - SC• OH -SC 1% 1..0 0'- .86 0'- .90 • • 2'- 1.0 V- .86 0 "- .65 1"- .90 0'- .70 3 =1.0 2'- .86 1 .65 0 .45 2'- .90 1 '- .70 - 0'- .50 4': 7.0 3 .86 2'- .65 . 1 .45 0"-.35 - 3'- .90 . • 2'- .70 ' 1'- .50 • 0'- .40 SHGC or SC may be obtained from the manufacturer. Single clear SC = 1.0, double dear SC = .90, and single tint SC = .86. SHGC + .87 =SC TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL. PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. . Common, Masonry Exterior Windows & Doors 6061 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft door area Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). • . Multi -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. ANY Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air. except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 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 %. , Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Frame Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. - Single Pkg. HVAC Duct Construction, Insulation & Installation . 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 shall not be installed in attics unless in mechanical closets. HSPF HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. R -13 R -10 I COMPONENT MINIMUM INSULATION INSUL INSTI EQUIPMENT MINIMUM MINIMUM INSTALLED Concrete R -5 Central A/C - Split SEER = 10.0 SEER = Frame, 2" x 4' Frame, 2" x 6' R-11 R -19 - Single Pkg. SEER = 9.7 SEER = VAI Common, Frame R-1 1 Room unit or PTAC EER = 8.5 EER = Common, Masonry R -3 Electric Resistance ANY Under Attic R-30 Single Assembly; Enclosed Heat pump - Split HSPF = 6.8 HSPF = . Frame R -19 - Single Pkg. HSPF = 6.6 HSPF = :EILII Metal Pans Single Assembly; Open R -13 R -10 HEA Room unit or PTHP COP = 2.7° HSPF/ = Common, Frame R -11 COP Gas, natural or propane AFUE = .78 AFUE = Slab -on -grade No Minimum Raised Wood R -11 Fuel Oil AFUE = .78 AFUE = O( Raised Concrete R -5 Common, Frame A -11 Electric Resistance EF = .88 EF = Gas; Natural or L.P. EF = .54 EF = Iona In unconditioned space R -6 In conditioned space No minimum Fuel Oil EF = .54 EF = TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY -2- ° See Table 5.3. 67 Climate Zones 7 8 9 TABLE 6C•1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. an (OVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. GENERAL DIRECTIONS: 1. On Table 6C-1 I dicete the R -value of the ink being added to each oomparent and the efficiency lei of the equipment being tended. M R - vanes and installed must meet or exceed the mininian values feted. Components and equipment nether being added car renovated may be left blank 2 ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as foams. Total the arm of d glass widows, slung glass doors and glass door panels Double the area of all non - vertical vertical root glass and add Ito the previews total. When glass n misting enterer walls is beg removed w enclosed by the adder an amount equal to the totem a of this 'Cass may be subtracted ham the,be glass area. Divide the adrysted glass area total byte con:tioned Boor area of the add boa Multiply by 100 to get the percent. Find emerges glass percentage eider which yam calculated percentage Pals on Table 6C-2. Presaiptives are given by the type of glass (Pride or Double pane) and tee overhang (OH)peied wlh a shading coefficient (SC). Fora f7ren glass type and overhang, the mieimm shading ooeNidem slowed is specified. Am al glass widows and doors previowdy in the exterior walls of the house and being reinstalled ii the addbon do not have b comply with the overhang and shading coefficient regpiremaes an Table 6C.2 M new glass iw eve sorter, Must meet the requirement krone of the options in the glass perereage category you indrated• The overarm (OH) datanoe is measured perpendicularly from the face of Ore glass to a point directly under Oro euernoet edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requlremeres. My glass type and sharing coe de t maybe used for glass areas Mich are uteri! least a two loot ceedrang and whose lowest edge does not extend further Ow 8 beet from the overhang. Glass areas being renovated that do not meet this criteria mast be ether single tited, double-pane dear or dmble•pane bed. 4. BUILDING SYSTEMS. Comply when new system is retailed for system keeled. s. Compete the idomnation requested an tee the bat of page 1. " • 8. Read'Mrimun Reauematls for Smal Additions and Renovation'. Table 6C-3. and deedw all appfatle lens 7. Read. sign and date the'Owner/Agenr certification statement on page 1. = PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date `(— P — q 5 Job Address 5 0 Ai 6 (.3 57- Tax Folio / + 52-06 -O h / O 5'7 Legal Description &- ©'r 2. vi e F £ - 0-7 Historically Designated: Yes No Owner/Lessee / Tenantrt,s'/ (-L V Master Permit # Owner's Address 6) 6 - '90 .5"7" fffl/ AUU fteerter t. Phone 7...5-9 --53if Contracting Co. $ - /C 6a.) IN chin Qualifier &O -67,) 1P S ro r State # 40,0 Municipal # Competency # Ins. Co. tom+ gP Architect/Engineer «iJ e 6 C 'U` Address 4 / 0 0 4 - /MAW 7 sAutia Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION // 5?7 C, x /0 / 9e4- ./ /4615114 cep t AWM J s C P P-i j [ 0603 Square Ft. 24 Estimated Cost (value) .2- i - ( 9 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. N it P —�� Signature of owner an Condo President Date Notary as 's Owner and/or Condo President Date My Commission Expires: i FEES: PERMIT LEE C. PICKER SG„ '^?nSSION # CC408819 D(PIRES Scptember 13, 1998 dCr1UED THRU TROY FAIN INSURANCE, IN en, RADON `56 %r /qs C.C.F. It b NOTARY Address 3'2 50 /OW ggsr e ffilmitu SS# - Phone 6 5 ✓ $ :. &)--.ete / / -P -2� Signature of Contractor or Owner- Builder Date Notary as to Contractor or Owner- Builder My Commission Expires: LEE C. PICKER MY COMMISSION # CC408819 D(PIRES tember 13, 1998 J • %. • Se p J),Rrt o BONDED THRU TROY FAIN INSURANCE, INC. : r TOTAL DUE Lf Date APPROVED: L ( Zoning Building Y q41 ) 3 1 Electrical Mechanical Plumbing Engineering FEES: PERMIT APPROVED: Mechanical f c"l ttA My Commission Expires: Zoning Building PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date - 7 - /3 Job Address .-- 4.0 7 4A 93 Tax Folio Legal Description V/�" 4 ��ryf /G� �y e � Historically Designated: Yes No t/ / Tenant 1D/ ,/ �C' / � 'G Master Permit # 3 WQ 7 Owner's Address ( S O "r/- 9a sue-- Phone 7ci o" Contracting Co. CV2J6 2 e-/ / a - Y�. Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle o • ): BUILDIN ! ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK D SCRIPTION ���T 65 4.// �G�/ i'�0 X 2{7¢ 7 Square Ft e CD Estimated Cost (value) 2 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named . - ,actor to do the work stated. ° // Signature of owner and/or Condo President Date Signature of Contractor % 0 Notary as to Owner and/or Condo President Date Notary as My Co RADON C.C.F. ) / 6 NOTARY • er- Builder tier-- - t� OVARY SEAL Ex. i - s: SANDRA n MONTIEL g ; K . COMMISSION NUMBER a CCIO12 1 %, ,.Q? C MY COMMISSION .L�itP. ssP F AUG. 171098 Electrical TOTAL DUE Date Date V4 fp Plumbing Engineering �� yyQQ �,bV 4 ®17 51 PAID BY gp�r�e�s�y C�V�e6Ft YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER 1. 14 0 ... e el „f2 AA. .....-.49 .. , _ _ .0 , i.;_.: I WSIa.". 404 , IT i I Z.o-a 12.3/•5/ /2, eel / -1 /602- 7 1 &� / a 61 / S -2- /A ° - -` / /J-P ioyi ADDRESS 560 N. E. 93rd Street Block- 57 LEGALLOtS 2 & 3 less 50 "' ECORD GAR AGE TAX N° 1421 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla , `‘Co ° .S X. Owner, Agent or Tenant of Building 0 Lot. a `� �q- 5o Block 5 7 Subdivision , . A Street Address I Th s `'l a L Approved use by occupancy Remarks: This Certificate of Occupancy is issued to the above named 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. 1 g 1 t rte- � �.,ti ^ -- f �� BUILDING DIVISION I/ INSP CTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION - 3 0 -g J pq FEE TEMPORARY SERVICE J -SI $ BEAMS & LINTELS / 1 r $ $ SEWER FRAMING - +'�/ m �0 P $ $ GAS $ $ $ $ FINAL / - ,2f f/ v/ v' RE- INSPECT BY RE- INSPECT BY CLEAN -UP II II . ROUGHING CONTRACTOR f. ., 40011°, . PHONE PERMIT NO ./ , DATE - — s FEE S /n NEW BLDG. ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE J -SI $ $ SEPTIC TANK $ $ SEWER S $ SOLAR HEATER $ $ GAS $ $ $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING ..5 s f . ROUGHING GAS C� H. W. HEATER CONN. SEWER RANGE CONN. SEPTIC TANK (g ° �7 -,1/ may///``` �/ ' SOLAR HEATER a ge FIXTURES & FINAL FIXTURES ry / - 2.r r c 2Z CONTRACTOR J. it, PHONE PERMIT NO. I , DATE •„ , -; ! FEE .: - NEW BLDG. L- I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICED N // li e/if J -SI $ H. W. HEATER CONN. / $ RANGE CONN. S MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ( TEMP. SERVICE ( ��y` 2 1 ` , , 3 . ROUGHING ,� �[[y -�O H. W. HEATER CONN. RANGE CONN. FIXTURES & FINAL �y� �`�"S / 7 �j lf / °- LDING INS ECTIONS - ---- PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL. TO POWER CO. FOR SERVICE DATE / -/af Si BY 0� 6�' OWNER'S NAME E. G. CLAUSSIIT PRESENT ADDRES LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 560 N. E. 93rd Street LOT 2 & 3 Leas .0' BLOCK 57 SUBDIVISION Section 02 GENERAL CONTRACTOR DEAN R.. CLAUSSEN ADDRESS PHONE NO. LICENSE NO. p BUILDING PERMIT NO. 11 �L DATET -17 51 440 PERMIT FEES BUILDER•S BOND NO. DATE 17,500 ZONE REQUIREMENTS CU. FT, 17,897 PLAN CUBE CU. FT. 10,000 EST. COST $ Pete Gaeta DRAWINGS, SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: DATE 4 -14 -51 g NEW CONSTRUCTION CBS C STORIES I ROOF CONSTRUCTION Tile INTERIOR CONSTRUCTION Oak Floor- P1 walls & cell.. REPAIRS DESCRIPTION Liv rm ■Liv & din por- kit-2 bedrooms -2 bath& ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ( I ISSUED ' ,) . � �� BY f� ' /� TO ( /1 . # 1 , - O - -- .+.� BUILDING PERMIT AND INSPECTION REC'OftD -MIAMI SHORES VILLAGE N9 1421 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla , Owner, Agent or Tenant of Building - Lot Block Subdivision Street Address Approved use by occupancy Remarks. This Certificate of Occupancy is issued to the above named 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 o the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION a BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description. Address of Building • Lot MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 11318 I I n [n Work to be performed under this Permit CONTRACTOR OR BUILDER Bl. Subdi- vision DATE �, ' f 195 Contractor's License No. Value of - J Amt. of \$. t' Project $ ,•;_ , ) Permit $ This permit is granted to the contractor or builder named above to construct the building or isAtall the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understang thaNte work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved prop 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 chandLwitbth}it authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the resppnsibiliiity 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 st or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • 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 accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER / TO RETAIN COPY) / late / Address 5 %v A/6 3 r Tax Folio // , -2 U /e 7 ,egal Description °Wh 3 J / ino /f. Master Permit # 5P /S, )weer / Lessee / Tenant 7?) 146o `J ►emer's Address r60 N4 . 5 9 Y Phone7r 2f/ 7111-j 'ontracting Co. Address 2_2- /9 'ualifier '` �il/17? . -- 1 1 , ( f (�aJ tate# Competency# 1 4 ,9 Ins.Co. fil'IT ,rchitect /Engineer Address , onding Company Address .ortgagor Address dORK DESCRIPTION 3RMIT FEE: APPROVED: Zoning 7, D Mechanical 'emit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHAN /�Jm CAL PAVING FENCE SIGN TnAti ' 9 . ;quare Ft. Estimated Cost 3 TARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO )0 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 tECORDING YOUR NOTICE OF COMMENCEMENT). .pplication is hereby made to obtain a permit to do work and installation as indicated above, and n the attached addendum (if applicable). I certify that all work will be performed to meet the tandards of all laws regulating construction in this jurisdiction. I understand that separate ermits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. ate: late: atary as to Owner and /or Condo President r Commission Expires: Building WNER'S AFFIDAVIT: I certify that all the foregoing information is accurat '=nd that all work ill be done in compliance with all applicable laws regulating constr ion and zoning. urthermore, I authorize the above -named contractor to the wo st ed. _Id 4 ignature of Property Owner or Condo Pres. S. ;gnature of Contractor or Owner-Builder Notary to Contracto. My Commission Expires: Electrical Plumbing Engineering C:i or Owner - Builder it