Loading...
352 NE 98 St (16)a'. Date Job Address X 3s 7 9ef" 37/Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant R /A U L N o (L ( Master Permit # Owner's Address 351 Ov C Phone - 7 it /- 74 7 #T/ 4 7/� f/�c �'f- � 74 Address �,r /1)d 6 SS# - - Phone Contracting Co. Qualifie State # PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Municipal # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Replace garage door /s Square Ft. 128 Estimated Cost (value) 1375.00 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 MECHAMCAL 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 authoWe the above -named contractor to do the work stated. e of owner and/or Condo President /' ul No, 1; ,► 4 as to • er and/or Condo My r9.mmission E .fires: Date OLGA L. SANCHEZ =:= MY COMMISSION # CO 909837 '•: "�: EXPIRES: February 13, 2004 Banded Th:u Notary Public Underwriters / 1 1•: 'dent FEES: PERMIT APPROVED: Zoning Mechanical RADON Building / / 44/ Competency # Address Address Electrical Ins. Co. ai Signature of Contractor or Owner -Bur der 47—& ..3A /OD Date OLGA L. SANCHEZ MY COMMISSION # CC 909837 EXPIRES: February 13, 2004 Bonded i hru Notary Pubic Underwriters C.C.F. / • Z 0 NOTARY — zo TOTAL DUE ,S / 1 Plumbing Structural Engineer METRO -GADS; PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Corporation 312 Walnut St., Suite 1600 Cincinnati OH 45202 Acceptance No.:97- 0122.02 (Revises No.: 95- 0821.02) Expires:08 /21/00 Approved: 08 /21/97 Internet mail address: postmaster@buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLE:R 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 Your application for Product Approval of: 24 GA. Sectional Door 9' Wide under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Clopay Building Products Co. drawing # 101702 -24, last revision on 07/08/97, signed and sealed by M. W. Westerfield P.E. (For complete listing, see Section 7 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Cornpliance 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. Raul Rod t iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. Homepage: http : / /www.buiidingcodeonline.com 1 Ls wanger, Director Building Codc Compliance Dept. Metropolitan Dade County 4 Track Skin End Stile Center Stile End Hinge Center Hinge Horizontal Reinforcement Shape Frequency ' 16 CiA 24 GA 20 GA 20 GA 14 GA 18 GA 2'/" x 20 GA U 1/3 Section 2 /Other Section Clopay Corporation ACCEPTANCE NO: 97- 0122.02 APPROVED : AUG 2 1 19E EXPIRES : aus 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.0 DESCRIPTION: This approves sectional door 9" wide x 8' -0" through 6' -6 high made out of steel, drawing quality Grade 28,000 KSI (ASTM A525), galvanized coating of G60 (ASTM A525) and finished with baked on polyester coating. The door shall be constructed and reinforced as detailed in the approved drawing #101702-24 2.0 USE: This door is approved for a maximum design pressure of +42PSF and –48PSF and its use is restricted to this pressure. The door passed the impact and cyclic test; therefore it does not require hurricane protection devices. The door shall meet the burglary security requirement of section 3603.2(c)2(aa) of the South Florida Building Code. The door operating mechanism (not included in this approval) shall be certified by Underwriters Laboratories or other recognized agency. ido Font, PE, Sr. Product Control Examiner Product Control Division 0 Clopay Corporation ACCEPTANCE NO: 97-0122.02 APPROVED : AUG 2 1 1997 EXPIRES : pus 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.0 INSTALLATION: The door shall be installed as shown on Drawing #101702 -24. Wood in contact with concrete or cement shall be treated with an approved preservative as set forth in paragraph 2913.2(a)1 or shall be of a durable species as defined in subparagraph 2913.2(a)6(aa) of the South Florida Building Code. Installation of 2" x 6" wood jamb requires a 1/4" x 31/4" ITW tapcon and 1" 0 x 1/16" thick washer @ 8" from bottom & 16" o/c with a minimum embedment of 1'/4" into 2000 PSI (minimum) concrete or grout filled concrete block. Or 3/8" x 4" Rawl Lok/bolt and 1" 0 x 1/16" thick washer @ 8" from bottom and 24" o/c with a minimum embedment of 11/2" into 2000 PSI (minimum) concrete or grout filled concrete block. Installation of track requires a 5/16" x 1/"wood lag screw at each track and flag bracket @ as shown on Drawing #101702 -24 with a minimum embedment of 1- 1/16" into 0.55 SG Southern Yellow Pine PT 2" x 6" wood jamb. 4.0 CONDITIONS OF USE: Application for Building permit shall be accompanied by duplicate prints of the approved. Drawing 4101702-24 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section along with computations prepared by a qualified Florida Professional Engineer or Architect verifying the adequacy of the door at each site. The shop drawing shall bear the signature of the Architect or Engineer with the following statement: The supporting structure has been designed for the forces shown on the approved manufacturer's drawing ". Application for building permit for replacement doors shall be accompanied by duplicate prints of the approved Drawing 4101702-24 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section. Also the building official must be satisfied that the proposed installation meet the use of Section 2 above. -2a- andido Font, PE, Sr. Product Control Examiner Product Control Division Clopay Corporation ACCEPTANCE NO: 97- 0122.02 APPROVED : AUG 2 1 1997 EXPIRES : AUG 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5.0 LIMITATIONS: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested (according to ASTM E -8) by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimens were selected from coils at the manufacturer's production facilities and a notarized statement from the manufacturer that only coils with a yield strength of 28,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. 6.0 IDENTIFICATION: All approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ". 7.0 EVIDENCE SUBMITTED: Test Report Test Date Signature CTL #986 B ASTM E -S 12/16/96 R. Patel, PE ATL #111201 -96 PA 201, 202 & 203 11/13/97 W. Mehner, PE Calculations Mark W. Westerfield Date 01/10/97 Drawing Number Clopay B.P., Co. 101702 -24 -2b- Signature M. W. Westerfield, PE Last Revision 07/08/97 Signature M.W. Westerfield, PE an.Ido Font, PE, Sr. Product Control Examiner Product Control Division Clopay Corporation ACCEPTANCE NO : 97- 0122.02 AUG 2 1 1997 BUG 2 1 2000 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: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering professions. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2 (b) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS 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 I I. The spacing of fasteners at windowsills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- INSTALLER MODEL RETAIL MODEL DESCRIPTION ' 93 83 24 GA. STEEL SKIN; 18 GA. STEEL END STILES 94 84A 24 GA. STEEL SKIN; 18 GA. PAINTED ' n PA/VA UUVrt nwm v i - U (FOUR SECTION D00RS) MI 0 0 0 � c DOOR BRACKET PLACEMENTS HEIGHT "L" KIENMENII�MI� 6 -6 70 mom 35 60 7' -0 76" ® 38' 66" 7 -. ; w>6If'duri morsm]Iim 8 -0 88 3 -1 2 10 34 58 MODELS 83. 84A 93, 94 NOTE 1 DOORS 6 HIGH CONSIST OF (4) SECTIONS; (2) OF 21' & (2) OF 18 ". DOORS 7'0" HIGH CONSIST OF 4 } ) ) SECTIONS; 4 OF 21'. DOORS 7'6' HIGH CONSIST OF 5 SECTIONS; 5 OF 18'. DOORS 8'0' HIGH CONSIST OF 5 SECTIONS; 2 OF 21" & (3) OF 18 ". NOTE 2; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WINO LOADS SHOWN ON THIS DRAWING. "L" END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) INSIDE ELEVATION —i• A 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16 x1 -5/8" WOOD LAG SCREW.. TRACK CONFIGURATION 2' GALV. STEEL TRACK, TRACK THICKNESS: .060" SEE END HINGE DETAIL SEE INTERMED. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8' MIN. ENGAGEMENT (OPPO SIDES OF D (SEE LOCK OPTIONS) HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) TYP. 2 -1 /2 "x 12 GA. CALV. STEEL TRACK BRACKET. 0 0 0 2x6 W000 JAMB ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTT')!I, & CENTER) LINE INTERMEDIATE STILE BETWEEN EACH EMBOSS )TTACHED WITH TOG -L -LOC (TOP & BOTTOM) iNO URETHANE ADHESIVE (ALONG CENTER) 11 11 SUDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION 11 ss - ALL DOOR MODELS ARE RAISED PANEL EMBOSS u 1] LOCATION OF OPTIONAL VENTS MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH - 9' -0' INSIDE El FiA[lON IN ER. :T LE OUT:10 HANUL: 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16 "x1 - 5/8" WOOD LAG SCREW PER BRACKET. 2' GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4'x5/8" BOLT & NUT Q$ TWO 1/4' RIVETS. JAMB CONFIGURATION PRFPARATION OF JAMBS BY OTHERS • 2' STEEL ROLLEF!. 111 0UTU1F KEYED I OCK LOC'< BAR LOCKING A III _ 11111i Ill STOP MOULDING BY 030R INSTALLER (TO SUI ) 1 20 GA. MIN. GALY. '. TEEL END STILE 20 GA. GALV. STEEL INTER. STILE END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE ` FASTENED TO CENTER STI W /(4) EACH #14x5/8' SHEET METAL SCREWS. 7/16' PUSFNUT INSTALLED ON ROLLER SHAFT F0.2 UNRESTRICTED DOOR OPERATION. 14 GA. CALV `..TEEL END HINGE FASTENED TC END STILES W /(4) EACH /14x5 /8'SI:EET METAL SCREWS & (4) 1/4'x3/4 _ SEL TAPPING SCREWS. TWO POINT LOCKING INTO TRACK PER SFBc 3603.2 5/8 MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR INSIDE HANDLE OUTSIDE KEYED LOCK .NAP LATCH LOCK OPTION 14 GA. FND HINGE THE 2x6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2x6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1/4 "x1 -3/4" EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8' FROM BOTTOM �% AND 16' 0.C., 1213 WITH 3/8'x4' (1 -3/4' EMBED) RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN E' // FROM BOTTOM AND 24' 0.C. .� / `� ' / Ir Clopay Building Products Company END STILE 24 GA. MIN. G -60 GALV. STEEL (MIN. YIELD STRENGTH: 28 KSI, DRAWING QUALITY) WITH PRIMER AND BAKED -ON POLYESTER PAINED TOP COAT APPUED TO BOTH SIDES OF STEEL (4) #14x5/8' SHEET METAL SCREWS (4) 1/4'x3/4" SELF TAPPING SCREWS DESIGN ENGINEER: MARK W. WESERFiELD FLORIDA REG STRATION No. 48495 MECHANICAL ENGINEERING 113 GA INTERMEDIATE HINGE CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI. OHIO 45202 (513) 381 - 4800 i7 rR 7 -8 -97 1 ADOED MAXIMUM VENT OPENING —{ _ r- 2" THICK PLOT 1 ..42 wro 11/18/96 4M. IT LAW/ omS •n SFCT1ON A -A 12 GA. GALV. STEEL TOP ROI 1 FR BRACKET. EACH BRACKET ATTACHED W /(4) /14x5/8' SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W /(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4' SELF TAPPING SCREWS. 2- 1/4'x20 GA GALV. STEEL U -BAR. TWO U -BARS PER SECTION, EXCEPT 3R0 SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 KSI STEEL. EACH U -BAR ATTACHED W /(2) 1/4'x3/4' SELF TAPPING SCREW PER STILE. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) #14x5/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. DESIGN LOADS: +42.0 PSF & -48.0 PSF. TEST LOADS: +63.0 PSF & -72.0 PSF. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ■ U C PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 91- n1 22.0z ammnumm i 9'01Y x 8'0'14 ma""O DOOR MODELS: 83, 84A, 93, 94 OOIIMIG NAM 101702 -24 1 OPENING HEIGHT = DOOR HEIGFTT MODELS 83. 84A 93, 94 NOTE 1 DOORS 6 HIGH CONSIST OF (4) SECTIONS; (2) OF 21' & (2) OF 18 ". DOORS 7'0" HIGH CONSIST OF 4 } ) ) SECTIONS; 4 OF 21'. DOORS 7'6' HIGH CONSIST OF 5 SECTIONS; 5 OF 18'. DOORS 8'0' HIGH CONSIST OF 5 SECTIONS; 2 OF 21" & (3) OF 18 ". NOTE 2; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WINO LOADS SHOWN ON THIS DRAWING. "L" END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) INSIDE ELEVATION —i• A 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16 x1 -5/8" WOOD LAG SCREW.. TRACK CONFIGURATION 2' GALV. STEEL TRACK, TRACK THICKNESS: .060" SEE END HINGE DETAIL SEE INTERMED. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8' MIN. ENGAGEMENT (OPPO SIDES OF D (SEE LOCK OPTIONS) HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) TYP. 2 -1 /2 "x 12 GA. CALV. STEEL TRACK BRACKET. 0 0 0 2x6 W000 JAMB ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTT')!I, & CENTER) LINE INTERMEDIATE STILE BETWEEN EACH EMBOSS )TTACHED WITH TOG -L -LOC (TOP & BOTTOM) iNO URETHANE ADHESIVE (ALONG CENTER) 11 11 SUDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION 11 ss - ALL DOOR MODELS ARE RAISED PANEL EMBOSS u 1] LOCATION OF OPTIONAL VENTS MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH - 9' -0' INSIDE El FiA[lON IN ER. :T LE OUT:10 HANUL: 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16 "x1 - 5/8" WOOD LAG SCREW PER BRACKET. 2' GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4'x5/8" BOLT & NUT Q$ TWO 1/4' RIVETS. JAMB CONFIGURATION PRFPARATION OF JAMBS BY OTHERS • 2' STEEL ROLLEF!. 111 0UTU1F KEYED I OCK LOC'< BAR LOCKING A III _ 11111i Ill STOP MOULDING BY 030R INSTALLER (TO SUI ) 1 20 GA. MIN. GALY. '. TEEL END STILE 20 GA. GALV. STEEL INTER. STILE END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE ` FASTENED TO CENTER STI W /(4) EACH #14x5/8' SHEET METAL SCREWS. 7/16' PUSFNUT INSTALLED ON ROLLER SHAFT F0.2 UNRESTRICTED DOOR OPERATION. 14 GA. CALV `..TEEL END HINGE FASTENED TC END STILES W /(4) EACH /14x5 /8'SI:EET METAL SCREWS & (4) 1/4'x3/4 _ SEL TAPPING SCREWS. TWO POINT LOCKING INTO TRACK PER SFBc 3603.2 5/8 MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR INSIDE HANDLE OUTSIDE KEYED LOCK .NAP LATCH LOCK OPTION 14 GA. FND HINGE THE 2x6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2x6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1/4 "x1 -3/4" EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8' FROM BOTTOM �% AND 16' 0.C., 1213 WITH 3/8'x4' (1 -3/4' EMBED) RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN E' // FROM BOTTOM AND 24' 0.C. .� / `� ' / Ir Clopay Building Products Company END STILE 24 GA. MIN. G -60 GALV. STEEL (MIN. YIELD STRENGTH: 28 KSI, DRAWING QUALITY) WITH PRIMER AND BAKED -ON POLYESTER PAINED TOP COAT APPUED TO BOTH SIDES OF STEEL (4) #14x5/8' SHEET METAL SCREWS (4) 1/4'x3/4" SELF TAPPING SCREWS DESIGN ENGINEER: MARK W. WESERFiELD FLORIDA REG STRATION No. 48495 MECHANICAL ENGINEERING 113 GA INTERMEDIATE HINGE CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI. OHIO 45202 (513) 381 - 4800 i7 rR 7 -8 -97 1 ADOED MAXIMUM VENT OPENING —{ _ r- 2" THICK PLOT 1 ..42 wro 11/18/96 4M. IT LAW/ omS •n SFCT1ON A -A 12 GA. GALV. STEEL TOP ROI 1 FR BRACKET. EACH BRACKET ATTACHED W /(4) /14x5/8' SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W /(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4' SELF TAPPING SCREWS. 2- 1/4'x20 GA GALV. STEEL U -BAR. TWO U -BARS PER SECTION, EXCEPT 3R0 SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 KSI STEEL. EACH U -BAR ATTACHED W /(2) 1/4'x3/4' SELF TAPPING SCREW PER STILE. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) #14x5/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. DESIGN LOADS: +42.0 PSF & -48.0 PSF. TEST LOADS: +63.0 PSF & -72.0 PSF. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ■ U C PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 91- n1 22.0z ammnumm i 9'01Y x 8'0'14 ma""O DOOR MODELS: 83, 84A, 93, 94 OOIIMIG NAM 101702 -24 1 OPENING HEIGHT = DOOR HEIGFTT J MIAMI SHORES VILLAGE HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS NAME OF PROPERTY (irappticahlc) : ADDRESS OF PROPERTY: 352 N E q8 s; NAME(S) OF APPLICANT(S): (NOTE: IF THE APPLICANT IS A PERSON OTHER THAN THE OWNER(S). EVIDENCE OF THAT PERSON'S AUTHORITY AS AGENT MUST BE ATTACHED TO THE APPLICATION.) TELEPHONE OF APPLICANT(S): (305) 7 5 N74 5 7 ; (305) (0 - 8 0 5 ADDRESS OF APPLICANT(S): (if different than addrrct of proper y) PRESENT USE OF PROPERTY: R E S I CLASSIFICATION OF WORK FOR WHICH CERTIFICATE IS DESIRED: (circle the letter next to the appropriate classification) (91 B. RESTORATION: The process of accurately recovering the form and detail's of a property and its setting as it appeared at a particular period of lime by mean or the removal of later work or hy the replacement or missing oaHier work_ All applications4 for r eloration shall include sits plans or required by the Building Permit). 3 statement with bibliography historically justil,'ing thc work. Ind gym• additional photos or information to support the proposed work. C. REHABILITATION: The process of rct'.:ming a property to a state of utility through repair or alteration which maker possilde an efficient contemporary use while presenting those portions or fcatun or the property which Are aigni:icent to ilc historical. architectural and cultural valno. AJI applications for rehabilitation shall include: site plans (if required hy Building Permit). and any other supplementary information. such as drawings. that will suppon the proptaed project. D. DEMOLITION: T}r prnesx of destroying or tearing down a building or structure or a part thereof, or the process of removing or destroying an a rcheological site or a part thereof. The applicant shall include a report explaining why the proposed action should occur. if this action is 10 occur for reasons of financial hardship, all pertinent financial data should be included pertaining to the cost or prvervation. demolition and new construction. Any other material pertinent to the application is also encouraged as supplementary inforrr,ation. E. please Type or print clearly r �;�51 DEU LE C RRt'tE(C P NO (3 L (H MAINTENANCE OR REP,4IR: T he act or proems or applying measures to sustain thc existing Iorm. integrity and material of n building or xtructure anal the existing form or vegetative cover of a site. It may include initial •dahiliwtion work. where nee nary. os well s, ongoing maintenance and repair. Samples or material must he submitted with the Application NEW CONSTRUCTION'i The prods of constricting a building or structure that has never existed at that location. Application shall include :: site picn, elevations. (lour plan and/or Inndseapt plan. FORM : MSHPB.COA (adopted 4i95) r ' i 1s .. H-I _ -- -�. )d111 �' _;���1H. I LJ 1: I C. r °,,. 3 � � ! M . . ,.i r —: C H 11 � ��i : �. j G'J , T i`�. %�;�;; C,h;� � I'd 1 DESCRIPTION OF THE PROPOSED PROJECT (Explain if necessary g all g ill bicatio made and how they will be accomplished - use continuation n sheet nuat' shall be accompanied by at least one 3" x 5" photograph oEthe property): C_F ta PRESSvRE l3 ARRCc TILE o O E- I ONE) CERTLFY ATTACHMENTS MY (OUP.) KNOWLEDGE AND CORRECT: THAT ALL INFORMATION L\I THUS APPLICATI ON AND ITS SIGNATURE OF APPLICANT(S): DALE: _ DATE: FOR BOARD USE ONLY APPLICATION DATE (date application received by Secretary of the Board): DECISION OF THE BOARD (circle the appropriate number): APPROVED GLERNt ^ OF — CERTIFICATION .iu I -- mac H 1 1 T! '� 1r l ! <; T LIH I 1.1: n SIGNATURE OF OWNER(S): ( </ 1s6- DATE: ---- 2. APPROVED WITH CONDITIONS (set forth conditions below): 'SC-C--C-e-a/ y of\&_c_s, , . h ;At:: \C)-\ t CAS \.'2 7 C ) e'C'er/ cr7SS L 1 COS-) S �� , z k EA t �� DENIED .,,.cc= ( on b �- SIGNATURE OF CHA.WNIAN: DATE: 2 ' `I - O Z F:j ?0 I0/ 1 E179 c'N 3 1 The Secretary of the Interior is responsible for establishing standards for all national preservation programs under Departmental authority and for advising Federal agencies on the preservation of historic properties listed or eligible for listing in the National Register of Historic Places. The Standards for Rehabilitation, a section of the Secretary's Standards for Historic Preservation Projects, address the most prevalent preservation treatment today: rehabilitation. Rehabilitation is defined as the process of returning a property to a state of utility, through repair or alteration, which makes possible an efficient contemporary use while 9reserving those portions and features of the pro - 7erty which are significant to its historic, archi- 'ectura/ and cultural values. The Secretary of the Interior's Standards for Rehabilitation [le Standards that follow were originally published in 977 and revised in 1990 as part of Department of the uterior regulations (36 CFR Part 67, Historic 'reservation Certifications), They pertain to historic uildings of all materials, construction types, sizes, and ccupancy and encompass the exterior and the interior f historic buildings. The Standards also encompass dated landscape features and the building's site and uvironment as well as attached, adjacent or related ew construction. he Standards are to be applied to spec rehabili- rtion projects in a reasonable manner, taking into )nsideration economic and technical feasibility. A property shall be used for its historic purpose or placed in a new use that requires minimal change o the defining characteristics of the building and its to and environment. The historic character of a property shall be twined and preserved. The removal of historic aterials or alteration of features and spaces that :aracterize a property shall be avoided. Each property shall be recognized as a physical cord of its time, place, and use. Changes that create False sense of historical development, such as adding njectural features or architectural elements from ier buildings, shall not be undertaken. 4. Most properties change over time; those change that have acquired historic significance in their o right shall be retained and preserved. 5. Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize a property shall be preserved. 6. Deteriorated historic features shall be repaired rather than replaced. Where the severity of deteri- oration requires replacement of a distinctive feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. 7. Chemical or physical treatments, such as sand- blasting, that cause damage to historic materials shall not be used. The surface cleaning of structures, if appropriate, shall be undertaken using the gentlest means possible. 8. Significant archeological resources affected by a project shall be protected and preserved. If such resources must be disturbed, mitigation measures shall be undertaken. 9. New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. 10. New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired.