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434 NE 102 St (9)3515 A fb MIAMI SHORES VILLAGE BUILDING DEPARTMENT 6 :4 3, 305- 795 -2204 Building Inspection Request Date X 1231 Type Insp'n � rear d o{ Permit No. - 1068 Name gelias av11 Address 434 NE IOZ fr Company + 7 1 i ✓ p Phone # 30s Or -7S3 (e) Inspection Date 71z4-105 Approved ❑ Correction Re- Insp'n Fee ❑ Date f (- 2.4 -9 Job Address 431 t (OZ S. Legal Description Owner/Lessee / Tenant 1'-'1,1 a te- Gakkrz. Master Permit # 9L5R Owner's Address 434 Phone , 157 '0a38 Contracting Co. { ; - Cie tme- Address 12.25 Ccr , R. 3.3(4 Qualifier 094 4 Q 1\E- L44- State # Municipal # Competency # ( 34:26902.03 Ins. Co. Address Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. (p3 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 perfonned 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. Signature of owner and/or (r ' President c Date My Commission Expires: f._ APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE I&tary as to Owner and/or condo President FEES: PERMIT ,/ ` V RADON 454e.F. attl - > . i� — ate 9� Date NOTARY PUBLIC - STATE OF FLORIDA als y AMALIA B. GONZALEZ COMMISSION # CC760657 EXPIRES 8/1!2002 BONDED THRU ASA 1 - 688.NOTARY1 Tax Folio Historically Designated: Yes No SS# Phone ?Sp e32.0 -3 e_ Estimated Cost (value) 4 5-00.4:a-- Signature of Contractor or Owner- Builder No as to Contractor or Owner- Builder My Commission Expires: p— i— moo Y C.C.F. 661 NOTARY — n Building 1 ` f ',/ T Electrical Plumbing Structural Engineer BOND Date NOTARY PUBLIC - STATE OF FLORIDA AMALIA B. GONZALEZ COMMISSION # CC760657 EXPIRES 8/1/2002 BONDED THRU ASA 1 . 888- NOTARYI TOTAL DUE S D THESE MEASUREMENTS FOR USE ONLY WITH CLOPAY BRAND GARAGE DOOR PRODUCTS Evaluation criteria: ASCE7 -88 Calculations and Measurements Maximum dwelling Mean Roof Height: 15' MRH Maximum garage door width: Single car doors up to 9'0" wide x 8'0" high Measurement Measurement Measurement Measurement Resultant .. .. "C" "D" Minimum (in Feet) (in Fee) (in Feet) (in Feet) Positive Minimum Distance From End Amount of Design Building Corner of Building Zone Opening in Load Dimension to Edge of O enin9 Dimension End Zone in PSF) 30 30 35 35 35 35 50 50 :::::.. MEASUREMENT 'B' DISTANCE FROM CORNER OF BUILDING TO EDGE OF OPENING 2.5 1.0 MEASUREMENT 'C' END ZONE DIMENSION 3.0 2.0 3.0 1.0 3.0 2.5 3.5 MEASI REMENT AMOUiR OF OPENING IN EN.) ZONE 3.5 3.5 5 5.0 MEAN ROOF HOGHT 40 4.0 & Over 4.0 50 1.5 5.0 5.0 DOOR OPENING CAN BE IN EITHER LOCATION. MEASUREMENT 'A' MINIMUM BUILDING DIMENSION 4.0 4.0 4.0 0.5 39.9 - 43.1 2.5 1.5 0.5 3.0 2.0 1.0 0.0 a.4 . 3.5 1.5 39.9 -44 39.9 39.9 39.9 39.9 39.9 39.9 39.9 39.9 (Type All Numbers) 30' Measurement "A ": Measurement "B ": 24" Resultant Minimum Negative Design Load in PSF -44.8 39.9 -42.6 39.9 .. ...... : ::........... -45.7 -44.0 -43.1 -45.3 -44.4 -44.8 -44 50 4.5 5.0 0. 5 ..::.:::::::::.} : ?. };: ?, }:.:..::.: ?. }:.;:. }:. }} 39. - 4 .; ........::w:. �:. �:.:: �::.:: �:::. �:::v::::::.. .: ..::.v:: ?•4w: :: ^;. +.•:::: ^:nom........... .:........: .......... . : • : n: ... .. .. ... .. 'l�: < »ii %Oii:i: i:::' {'�:S't :.:i: };:Till?::::{:2 {::::: ............ ......... . . . : ... i:•}: i` ? :iii : iii::i::i::i:::�i1i:::. : }}; } }:• ?• ' . :i iii : • } } iiSi . '•i } }iiiii:: }:4i: >::: ; : i ii iiiiii :!:iiiiiiiiiiiiiiij`fiiiii ii :. These calculations are based on American Society of Civil Engineers Code ASCE 7-88 for Components and Cladding (Exposure C), 110 MPH basic wind speed, Hurricane Oceanline Importance Factor of 1.05. The calculations shown here do not apply to open or partially enclosed structures. Calculations are based on an average door size of 8'Wx8'H. This calculation does not address the the supporting structure. An approximate 8% reduction in design loads is allowed if roof slope is 10 degrees or less. Measurement "C ": 36" Measurement "D ": 24" Positive Design Load: 39 . 9 -43.5 Negative Design Load: These calculations are intended to cover the requirements of Section 4.0 (Conditions of Use) in the Metro-Dade Notice of Acceptance. PECHART.XLS CE77 =88 CALCULATION METE. )7OR GARAGE DOOR DESIGN LO Fill -In the ]Following Information Below (Type Only): Homeowner: FRANTZ Street Address: 434 N.E. 102 ST MIAMI SHORES 33138 City: State: FL Zip: Model No.: 94 Approval No.: 97- 0122.02 FOR CLOPAY GARAGE DOORS ONLY Introduction The charts included with this cover page help calculate the design wind loads as determined using the American Society of Civil Engineers Code ASCE7 -88 for use with garage doors. The charts are divided between single car garage doors (up to 9'W x 8'H) and double car garage doors (up to 16 °2 x 8 °H). Instructions 1. Determine the garage door size as a single car door (up to 9'W x 8 °H) or double car door (up to 16 °2B x 8 °H). 2. Measure the 00 Mean Roof Height" of the building. The mean roof height is measured as the average height of the roof, not the peak of the roof. The eave height may be used for a roof slope of less than 10 °. 3. With the door size and mean roof height known, the appropriate calculation chart can be used. 4. Determine the 00 Minimum Building Dimension". For example, a building (or house) with a 80° x 30° floor plan, has a minimum building dimension of 30 °. 5. Measure the distance from the corner of the building to the nearest edge of the door opening. The nearer the door opening to a corner, the higher the negative design wind load. The corner wind zone of a building is defined as 10% of the minimum building dimension or 40% of the mean roof height, whichever is smaller, but not less than 3 feet or 4% of the minimum building dimension. 6. The wind load can now be determined. For example a single car garage door is to be installed in a house with a mean roof height of 15° or less and a 80° x 30° floor plan. The door opening is located 2' from a corner. The design wind loads are (using the charts): +39.9 PSF and -43.5 PSF. Sept Zd METRO -D4DE PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Corporation 312 Walnut St., Suite 1600 Cincinnati OH 45202 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 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.:97- 0122.02 (Revises No.: 95- 0821.02) Expires:08 /21/00 Approved: 08 /21/97 Internet mail address: postmaster@buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Ls anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Track Skin End Stile Center Stile End Hinge Center Hinge Horizontal Reinforcement Shape Frequency 16 GA 24 GA 20 GA 20 GA 14 GA 18 GA 2'/" x 20 GA U 1/3` Section 2 /Other Section Clopay Corporation ACCEPTANCE NO: 97- 0122.02 APPROVED : AUG 2 1 1997 EXPIRES : AU6 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 Clopay Corporation ACCEPTANCE NO: 97- 0122.02 APPROVED : AUG 2 1 1997 EXPIRES : AUS 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.0 INSTALLATION: The door shall be installed as shown on Drawing 4101702-24. 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' /4" x 3 ITW tapcon and 1" 0 x 1/16" thick washer @ 8" from bottom & 16" o/c with a minimum embedment of 11/4" into 2000 PSI (minimum) concrete or grout filled concrete block. Or 3/8" x 4" Rawl Lok/bolt and 1" 0 x 1/16" thick washer @ 8" from bottom and 24" o/c with a minimum embedment of 1' /z" 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 # 101702 -24 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section. Also the building official must be satisfied that the proposed installation meet the use of Section 2 above. -2a- andido Font, PE, Sr. Product Control Examiner Product Control Division Clopay Corporation ACCEPTANCE NO: 97- 0122.02 APPROVED : AUG 2 1 1997 EXPIRES : AUG 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5.0 LIMITATIONS: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested (according to ASTM E -8) by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimens were selected from coils at the manufacturer's production facilities and a notarized statement from the manufacturer that only coils with a yield strength of 28,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. 6.0 IDENTIFICATION: All approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ". 7.0 EVIDENCE SUBMITTED: Test Report Test Date Signature CTL #986 B ASTM E -8 12/16/96 R. Patel, PE ATL # 111201 -96 PA 201, 202 & 203 11/13/97 W. Mehner, PE Calculations Date Mark W. Westerfield 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 11116 2 1 2000 I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering professions. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2 (b) and this last page 3. Items 10, 11 12 listed below only apply to glazed products 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS The spacing of fasteners at windowsills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Candido Font, PE, Sr. Product Control Examincr Product Control Division END OF THIS ACCEPTANCE -3- INSTALLER MODEL RETAIL MODEL DESCRIPTION" 93 83 24 GA. STEEL SKIN; 18 GA. STEEL END STILES 94 84A 24 GA. STEEL SKIN: 18 GA. PAINTIQ 1l • II DOOR HEIGHT "L" BRACKET PLACEMENTS leilMIER111110311111631 6 -6 m ®dECIIItm 60 7 -0 ®dICIIImEIM 8 -0 d ®d '�IELNIECill MODELS 83. 84A. 93. 94 I1 0 ap o W o � o L NOTE 2; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL. ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. NOTE 1 • DOORS 6'6" 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 ". L" LOCATION OF OPTIONAL VENTS MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH = 9' -0" INSIDE ELEVATION "X3" 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) U u -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" 6 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) TYP. 2-1/2%12 GA. GALV. STEEL TRACK BRACKET. SEE END HINGE DETAIL SEE INTERMED. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8" MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) 1 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. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP. SOTTOII. & CENTER) t :NE INTERMEDIATE STILE BETWEEN EACH EMBOSS A TTACHED WITH TOG -L -LOC (TOP & BOTTOM) \ND URETHANE ADHESIVE (ALONG CENTER) in rn - r 1111 III 111 III 111 111 111. 111 1: 0 tx °5! = - ICI ICI 1 j w to " III 11 gv 2x6 WOOD JAMB JAMB CONFIGURATION PREPARATION OF JAMBS BY OTHFRS. A 1 1 SUDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION u u >s - ALL DOOR MODELS ARE RAISED PANEL EMBOSS MN OUTS 1D= HANUL 2' STEEL ROLLER. LOCATION OF OPTIONAL VENTS &MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH - 9'••0" INSIDE Fl FvAn0t1 IN" ER. ;T LE STOP MOULDING BY ODOR INSTALLER (TO SUM OUT jU E KFYFD LOCK OC'< BAR LOCKINQ -- - A 20 GA. MIN. GALV. :;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 18 GA. GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH 114x5/8" SHEET METAL SCREWS. 7/16" PUSF NUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION. 14 GA. GALV. `•TEEL END HINGE FASTENED TC END STILES W /(4) EACH x 1/4%3/4" SE (4) L T TAPPING SCREWS. INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION TWO POINT LOCKING INTO TRACK PER SFBc 3603.2 5/8 MIN. ENGAGEMENT (OPPOSITE SIDES F 000R) (SEE LOCK OPTIONS) SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. 14 GA. FND HINGE 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 PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL. (4) 114x5/8" SHEET METAL SCREWS (4) 1/4 "x3/4' SELF TAPPING SCREWS 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 15 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.. Q$ WITH 3/8'x4" (1 -3/4" EMBED) RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN E" FROM BOTTOM AND 24" 0.C. ..` DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REG STRATTON No. 48495 MECHANICAL ENGINEERING I 18 GA. INTERMEDIATE HINGE CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI. OHIO 45202 (513) 381 - 4800 11 7 -8 -97 1 ADDED MAXIMUM VENT OPENING — r - 2" THICK 1 °H. rm 11/18/96 DAWN to MWW acacia to 11013..a $FCTION A -A 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) /14x5/8' SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL ENO HINGE. EACH FASTENED TO END STILES W /(4) 114x5/8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. 2-1/4%20 GA. GALV. STEEL U -BAR. TWO U -BARS PER SECTION, EXCEPT 3RD 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) 114x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. DESIGN LOADS: +42.0 PSF & -48.0 PSF. TEST LOADS: +63.0 PSF & -72.0 PSF. UAL PLOT 1 ■42 APPROVED AS COMPLYING WITH THE SOUTH 1 FLORIDA BUILDING CODE DAT Zi lgcfy PRODUCT CONTROL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO. 01 22.0z CLAUITEATITA orVPG wm 101702 -24 9'O W x 8'0 migainz" DOOR MODELS: 83. 84A. 93, 94 1 Approved Correction Re-Insp'n Fee 36130 44 ..4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date e 24 Type Insp'n 1 _ Cap 1 Permit No. ' & 7 05 - I vto& Name F rG'ni"Z Address 42'4 NE (CLS Company °Lu e( Phone # Inspection Date Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -1068 Printed: 7/21/2005 Applicant: MELISSA ANN FRANTZ Owner: FRANTZ MELISSA ANN JOB ADDRESS: 434 NE 102 ST Contractor Local Phone: Parcel # 1132060170590 Signed: (INSPECTOR) Building Permit Contractor's Address: Page 1 of 1 Legal Description: 6 53 42 PB 15 -14 AMD PL OF MIAMI SHORES SEC 4 W10FT OF LOT 7 & ALL Fees: Description Amount FEE2005 -9984 Building Fee $110.00 FEE2005 -9985 CCF $0.60 FEE2005 -9986 Notary Fee $5.00 FEE2005 -9987 Training and Education Fee $0.20 FEE2005 - 9988 Technology Fee $2.75 FEE2005 -9989 Scanning Fee $3.00 Total Fees: $121.55 Total Fees: $121.55 Total Receipts: $0.00 2C-Y0') Permit Status: APPROVED Permit Expiration: 1/15/2006 Construction Value: $226.00 Work: SHUTTERS pus o 1 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICAT FBC 2001 Permit Type (circle): ( Building Owner's Name (Fee Simple Titleholder) P \''_:.--% --- K'i\ Phone # ZCS - i----em Owner's Address 1-0-( . , g, , t ()).,_, , City Ts v c\Cc k State r \ Zip \ y $' Tenant/Lessee Name Phone # Job Address (where the work is being done) P. P. City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name c _-LJ1"-?- I Contractor's Address City State Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: Total Fee Now Due $ 12 - -55 (Continued on opposite side) Building Department i Shores, Florida 33138 x: (305) 756.8972 Miami Shores Village ❑Alteration ❑New Permit No. 8 F s (0(478 Master Permit No. Electrical Plumbing Mechanical Roofing Phone # Phone # Zip "331ag ❑ Repair /Replace \ \Z_,r& cc- r- . - VC ) c • Zip Square Footage Of Work: t ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F eed * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ //1 CCF $ ' CO /CC Notary $ 5 '0 . Training /Education Fee $ C7 . 20 Technology Fee $ Z. 75 Scanning $ 3 •00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Dl NOTARY PU Sign: Print: My Commission Expires: Chc 05/13/03 * * * * * * * * ** Owner or Agent rsonally * * * * * * * * * ** ha, e stCs' %73'9R4 1 Signature Contrac The foregoing instrument was acknowledged before me thi. The foregoing instrument was acknowledged before me this day of , 20 _, by Me 1 ( LctC,1 -f(' day of , 20 _, by who nown to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: I/ ` Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE .STATEMENT Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td 3rork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. ' You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) Was acknowledged before me this Produced Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT being the legal property owner, for the property DISCLOSURE STATEMENT Mabel Vargas o "� Commission 'it DQ2319 f14 r: = * = Expires: Jul 13,2007 P ttondedThru i,'4., Inc. pdaflt(cl 3tliidi initial of reviewing clerk. The foregoing instrument day of 20 Q, who is personally known to me or who has as identification and who did take an oath. Opening Description of Window Product Acceptance Product Approval Opencrg Design Rounzb Opening Shutter Required 3lullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes /No Yes / No ( +) PSF ( -) PSF ( +) I'SF ( -) PSF e Nn a— CZ38 zc — 3(0 X So S Miami Shores Building Department 1 Product ADDroval Schedule / Comparison Chart Address: 1 Permit No 05— (D T. °pro pr\o-; x- 71 LJ ( BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA Madden Manufacturing Co. 1889 N. W. 22n Street Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of con �w•�agma ` • s. The documentation submitted has been reviewed by Miami -Dade County Product Control Division • i'• ° epted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 00 -380, titled "0.050" Aluminum Storm Panels ", sheets 1 through 10 of 10, prepared by Knezevich & Associates, Inc., dated March 6, 2001, last revision 42 dated February 19, 2002, 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. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. •• ••• • • . • •• INSPECTION: A copy of this entire 1' A shad be.Crc,n toothe user by the manufacturer or its distributors and shall be available for inspection at the job g'i2e at the.retuemof thp Building Official. This NOA revises and renews NOA # §g- 1ffd03 and consfsts of this page 1 as well as approval document mentioned above. , The submitted documentation was re`citwed'1}y Hejmy AC Makare �& • • • .. • • • • • • • • . •• • • • ••• • . _ • • • • • MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • • • 410 • • • • • • • • • • • 000 • • NOA No 01 -0313.20 Expiration Date: 03/13/2008 Approval Date: 03/21/2002 Page 1 • • • • • • 02/19/02 15:14 15.269" ALUMINUM O STORM PANEL SCALE : 1/4" = 0' -1" • ALT. STUD DIRECTION- • 1/4 -20 MACHFIINE S CREW . STUD Cal 6" OR 12" O.C. .12 P. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED • FOR SPECIF✓L JOBS. • • • • • • 1 } 6.00" COVERAGE ; 9.065" • 3. PRODULIf MNRKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM • OF ONE MARKIN* •ER PANES AND•SIIALL BE LABELED AS FOLLOWS: • M JI09M A FACTORING COMPANY • • • • • • MIAMI- DAD RODUCt CONTROL APPROVED 4. STORM PAN•IEMAVE BEEN TESTED IN ACCORDANCE WITH THE MIAMI -DADE COUNTY PROTOCOLS PA 201, PA 202 AND PA 203. DESIGN 15 BASED ON CONSTRUCTION TESTING CORPORATION IC.T.C.) TEST REPORTS No. 96 -014. 00 -050 AND 01 -027. 5. ALUMINUM STORM PANELS SHALL BE 5052 -H32 OR 3004 -H34 ALUMINUM ALLOY, 0.050" THICKNESS. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 6. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 7. FOR INSTALLATIONS It= 0.050" MIN./STEEL L BAR MAY BE USED TO CONTROL DEFLECTION OF STORM I OF PANELSY SYSTEM THAT THE PANEL SPANS USED ARE 104" OR LESS, AND THAT THE SEPARATION FROM THE GLASS IS 2" OR MORE BUT LESS THAN 3 -3/4 ". STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS AT MIDSPAN WITH 1/4 -20 0 4" BOLTS AND DIE CAST ALUMINUM WASHERED WINGNUTS. SEE MINIMUM PANEL SEPARATION FROM GLASS SCHEDULE FOR REDUCED SEPARATIONS. 9. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND.TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK, 10.AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE & BOLTS ARE PROPERLY INSTALLED WHEN NEEDED ". ALUMINUM is HALF STORM PANEL SCALE :1/4" • 0' -1" • ° . 93" TYP. ry • 1--- 1 • • •" " • • • ,_ - L i 500 "MAX I -__ I 2.00 "1 • 0 Ar16Lt • STUDDED ANGLE O ANGLE SCALD : 1/4°' = 0' -1 "• • • SCALE: 1/4" • 0' -1" SCALE : 1/4" = 0' -1" •••• •• •• • • • • • •• • • GENERAL NOTES: ••• 1. THIS STPIMegi • SHUTTEa SY S TE11,15 DESIGNED AND TESTED IN ACCORDANCE WITH • THE , 1 A BUILDINcic O STUDDED ANGLE SCALE : 1/4" • 0' -1" 113' j.660" 188" 7a • I.Pai'F /7 STEEL GRADE 401 .375".R too- OPTIONAL Q STEEL BAR SCALE : HALF SIZE iJ .12.063"x O 'h" HEADER 3 'U" HEADER 2 , SCALE :1/4" = 0' -1" ' SCALE : 1/4" = 0' -1" 3.000" SYM. 0.125" TYP. 060 • .090 .315" R 1 Z C" TRACK (FINISH) C" TRACK SCALE : HALF SIZE Z. SCALE : HALF SIZE ZAMAC Approved as compblo[ with Oa Florida Ba Cads S NO " Woad Divk ProdaselCsatsd 090" .090" p [ T� .215 NI2,5� L' �� .215" 1/4 -20 x 3/4" MACHINE SCREW X 375" aG 062" 2 020" 3 a BUILD -OUT "U" HEADER • SCALE : 1/4" = 0' -1" 93" TYP. ry EE ST • UD fi C OR 12 O.C. of STUD L 12L P 188" O.C. ALT. LEG ) 2.0001 DIRECTIO "E" TRACK 6a Z -STUD TRACK SCALE : 1/4" = 0' -1' SCALE :3 " =1' -0 ". 095" =313" 660 "_ . 63 "• 250" 20 GA. GALV. STEEL (t =.038 "1 GRADE 40 09 0.050" ALUM ALLOY (3004 1134) KEYHOLE "F" TRACK 7b BUILD -OUT "F" TRACK O WINGNUT O WASHER • SCALE : 1/4" 220' SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE 14 SQUARE HEAD MACHINE SCREW N.T.S 21 76. QQ 6,2 IO O O III h io L�= 0 [Check• Vat 00 -380 shoot 1 of 10 1 • • • • • • • • • • • ••• • • •••• • • •••• • 02/12/02 09:53 •••• • •. •• • 2 ce 1- w u NV1 TQ Ea. • ▪ • • TYPICAL VERTICAL • • MOUNT ELEVATION • • N.T.S. • • • •• •• • • • • 1 OPTIONAL • SEE GENERAL • •_ -- *MMOSE7 —_ EXISNING • • STR•ICTWRE • •••• • • • • •••• O WALL MOUNT 1/4" MAX. STRUCTURE Ovs' TRAP MOUNT 1 @ OPTIONAL SEE GENERAL NOTE 7 PLAN VIEW ® OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE GENERAL NOTE 7 S BOTTOM MOUNT 11 OPTIONAL FASTENER 12" O.C., SEE O ANCHOR SCHEDULE FOR ANY SEE GENERAL ACCEPTABLE ANCHOR NOTE 7j 1 j I MIN. 1/2" MIN. OO ® OVERLAP -4 " ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" z 5" x .125" MAX. © TRAP MOUNT M8. EXISTING STRUCTURE f @OPTIONAL SEE GENERAL 1/4" MAX. �C— — — NOTE 7 EXISTIN 013 STRUCTURE -- FACE MOUNT TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE: 1 -1/2" = i' -0" HORIZONTAL MOUNT ELEVATION N. T.S. @OPTIONAL SEE GENERAL NOTE 77 FASTENER @ 12" 0.C. SEE ANCHORSCHEDULE FOR ANY ACCEPTABLE ANCHOR MAX. \. O® ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 1- /2" 2" x 5" z .125" MAX. MIN. EMB Approved as eo.plyie4 with the Florida :.. , ..,. Lode Date a 1 ._ NORM Meld • .: P1cdaA • '.. BUILD -OUT @OPTIONAL SEE GENERAL NOTE 77 OUTSIDE INSIDE 12" 0.C. TYP. TYPICAL BAR ATTACHMENT IUSE ONLY WHEN IMPROVED DEFLECTION REQUIRED) EXISTING STRUCTURE 7 ?w 2 a � a. ¢ N� O N 0 2 s d..is.V Eiht fn.c �Mi �o 00-380 street 2 of 10 I • • • • 02/12/02 09:53 • • • • • • ••• • • •• • • •••• • • FASIIENER, SEE ANCHOR • •SCIIIEDULE. REFERENCE CONNECTION•TYPEj• • •••• • ••• •• • • •••• • • • • . •••• • • • • • EXISTING COI•C•PSTE■ • • • HOLLOW BLOCK, OR ./ 00D • D t t � DULE B iSE]EQ ON jYPE DE ST • • • TOP 8 B� TOM ■ •••• SEE TABLE 2 • GLASS OR D00 • •• •• • • • II v" y N �• t7 4 6 CONT • i �� O CONT A ANGLE TO WALL DETAIL EED (TYMBP • GLASS OR D00 CONNECTION'T'PE 4• O WALL MOUNT SECTION SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT 8 WINGNUT @ 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND (M 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". PANEL TO ANGLE DETAIL FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION•TYPE 4• 14 TEK SCREWS OR 1/4 -20 BOLT AND NUT @ 12" 0.C. AND BOTTOM) 1/4-20 TOP 1/4 -20 MACHINE BOLT S WINGNUT @ 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". SIDE CLOSURE REO'D. (SEE PLAN VIEW) H BUILD -OUT MOUNT SECTION SCALE: 3" • 1' -0" CONT. GLASS OR 000 • 1/4 -20 MACHINE BOLT 8 WINGNUT (5 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND (0 6" O.C. FOR PANEL LENGTHS GREATER THAN 104" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION•TYPE 3' GLASS OR 000 CEILING/INSIDE G MOUNT SECTION SCALE : 3" = 1' -0" SEE TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION'TYPE 2• 1/2" 1/4" MAX. , 7 BUILD -OUT MOUNT SECTION SCALE: 3" a 1' - 0" N EXISTING CONCRETE HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP, TOP 8 BOTTOM Approved n complying with the ' Florida Dote G. Zl NOAHA - 1.(•20 • Mod DadaPtvdaetControl DhLda• / w i / 1a..1 " I�.rsw.�e 00 -380 •he.t3 of 10 • •• • ••• • • •• MEW OT t OM NI" 1" x 4" x 0.055" OR 2" x 4" x00.055• ALUM. TUBE 01.2 "•c 6" %T. • WOOD BUOiNNG • • • •••• • •• • • ••• •• • THREE 1/4'm W�1t 0,? SCREWS W 2 -1/ T1TN • • • 41BED. (0 24 "i • C • )rX • ••• CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS SEE TABLE 2 02/12/02 09:54 ASS GL OR DOOR • • • • •• E ONT •14 SMS BETWEEN TRUSSES fib 24" O.C. 0 CONT. 4 N SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" GLASS OR 000R— SEE TABLE 2 FOR WOOD BLOCKING USE 1/4 "0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING (0 12" 0.C. FOR ALUM. TUBES USE 1/4 "0 5.5. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED (0 24" O.C. MAX. I. ONE 1/4"0 THRU BOLT W/ ACCESS HOLE MIDWAY BETWEEN STUDS. • TWO -1/4 "0 S.S. LAG SCREW (0 4" O(<SMAX. W/ 1 -3/4" PENETRATION ON OENTER OF STUDS • • •••• • • • • THINE /AIL MAY BE USED • • AT TOP OR BOTTOM OF F14 NEL•. • NOTE: USE OF•THIS DETAIL 131 M1•ITIEO<0 z 72 P.S.F. • © WALL MONT SECTION LQOTTOM) SCAIe : 3 "p 1t0•' • • • / • • • • • • • • • e••• • -•••• EMBED. (TYP.) EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" - 1' -0" THREE 1/4 "0 WOOD LAG • SCREWS W/ 2 -1/4" MIN. • EMBED. (0 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER WOOD ROOF TRUSS OR FRAMING MEMBER (0 24" O.C. MAX. PLYWOOD SOFFIT 1 "x4" OR 1" x 6" .062" E CONT. 63 -T6) ALUM *14 SMS (0 12" O.C. BETWEEN TRUSSES as 24" 0.C. OR S 00R EM (TYP.) 1/2 OR 3/4" MAX. 1/2" TO 3/4" ALUM. SPACERS (1" O.D. 7/16" I.D.) EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" • (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (0 6" OR 12" D.C., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) (TYP. TOP & BOTTOM) ® WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SPLICE DETAIL FOR BAY WINDOW APPUCATIONS. SCALE : 1 -1/2" = 1' -0" WOOD ROOF TRUSS OR FRAMING MEMBER (024" O.C. MAX: MAX. DESIGN LOAD - 56 P.S.F. STUCCO FINISH OR PLYWOOD SOFFIT • O ALT. SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" MOAN A.4a• Miami Dade Aod•e1 Cmtrol 2" x 5" x 1/8" ALUM. PLATE (6063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 # 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN (0 1" 0.C. r 4" ' ALUM. TUBE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT DETAIL SCALE : 3 = 1' -0" LASS -OR DOOR SEE TABLE 2 1/4 -20 MACHINE BOLT & WINGNUT (0 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO . 104" AND (0 6" D.C. FOR PANEL LENGTHS GREATER THAN 104 ". SEE TABLE 2 m 1- 1- l7 z w J a AST NER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION•TYPE 5" MAX. DESIGN LOAD= :61.0 P.S.F. O BUILD OUT SECTION (TYP. TOP & BOTTOM) SCALE: 3" = 1' - 0" 0 Ud Cam 0" roo SW = Nj w• z YU 2 Zj -w -Ja a s .0: OD N O O 0 8 en..mo 00 -380 reef 4 of 10 z w J J W 4 o. • •• X • • • t • • ••• • • •• x • • / • • • • • • • • •• ••OR DOOR • -.1 • •••• • • ••4 ••• •e••• • • •a ••• • • ••4 • • • • • ••e••• FRA MING V ISE- ANCHO.F1 I II I I OF SCHEDTRUCTUREULE BASED ON TYPE rrl-I�T — v Z 1/4" MAX. II ''II I w u 02/12/02 09:54 • • •••• • • SEE TABLE 2 •••• • • • •• • • •••• • • • • •••• •• •• • • • ••• • • • • • • • M141(. LOAD : 61 P.S.F.) • • • • WALL MOUNT *' SCALE : 3" = 1' -0" ••• • • 6" 1/ FFAS PANE L STUD ANGLE FOUR 1/4 "0 POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. IN CONC. ® 4" O.C. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD : 72 P.S.F.) T EDGE MOUNT DETAIL SCALE : 3" = 1' -0" il 1:4 " -20 STUD • • • • INTERIOR FASTENING 1 -1/2"! -1/2" ANGLE ASSEMBLY INTERIOR FASTENING SCALE: 1 -1/2" = V -0'• ANGLE ASSEMBLY SCALE: N.T.S. 1/4 -20 S.S. BOLTS W/ WINGNUTS 01 to p 24" 0.C. MAX. (TYP.) e MAY -� PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH O7 to 2" x 2" x 0.125" CONT. k411■1 ADJACENT IINGNUTS FROM THE INSIDE TO 4" x 4" x 0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV t. 0.0478" ANGLE 40, STORM PANEL INTERIOR O ALT. CORNER DETAIL ® FASTENING (ISOMETRIC) SCALE : 3" = 1' -0" SCALE: 3" = 1' -0" @ 12" 0.C. � 4 in 1/4" 0 POWERS CALK -IN p 4" O.C. W/ 7/8" MIN EMB. INTO CONC. OR HOLLOW BLOCK. 402" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. _ 8" x 3" x 1/4" ALUM. ANGLE 1/4 " -20 STUD W/ NUT p 6" 0.C. 2 "x3 "x1/8" ALUMINUM ANGLE EXISTING B BLOCK, OR W000 FRAMING GLASS OR 000 SEE TABLE 2 J P I IIL 3 /4" PLYWOOD ' A U LUM . x TUBE " CONT. 3 - A. BE " 761 1011--.11 HOLLOW W C; O 21/ 0 L CREW IN W000. 1/2 "0 THRU BOLT (ASTM A 325) ® 12" 0.C. f _ 1/4 "0 POWERS CALK -IN @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW (0 24" 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD : 72 P.S.F.) O U 'PASS THRU" DETAIL ' SCALE : 3" = 1' -0" /2" MAX. NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. !1 • O HEADER MOUNT DETAIL SCALE : 3" = 1' -0" CONT. ■ 4 w E MAX. 1/8" TILE FINISH MATERIAL 2" x 2 " Ix 0.055" 6063 -T6 ALUM. TUBE 2 x 5 OR 2' x 4" OR 2" x 6" P.T. WOOD BLOCKING REFERENCE CONNECTION 'TYPE 2" 1/4" MAX Approved as emptying with tie Florida Code Magri; 81 2 MOAN Mimi Dade Predict Coatr8I o 00 -380 ( sneer 5 of 10 I SEE TS,BLE! • • • • ••• • • • 11••• • • •••• • • •••• • • • • •• e ••• • • • • © CONT. GLASS OR DOOR •• • • • • • • • • • • O 12 Aof.' 4 MOU41t bedIL SCALED: 3" i1' -O" • GLASS Ole • DOOR • 02/12/02 09:55 • ••• • •• SEE TABLE 2 • •••• • • •••• EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1/4" -20 STUD & WINGNUT. PANEL TO ANGLE CONNECTION 9 12" 0.C. FOR PANEL s 8' -8" AND 6 0.C. FOR PANEL LENGTHS GREATER THAN 8 -8" ti FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION'TYPE 1• NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN • h • HEADER OR " U . HEADER TOP MOUNT ® C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3 " =1' -0" 1/4"0 MACHINE BOLT @ 6" O.C. 1/4 "0 RAWL CALK -IN (06" 0.C. W/ 7/8" MIN. EMBED. IN CONCRETE OR BLOCK NOTE: 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD 72.0 P.S.F. ALUM. TUBE BUILD -OUT SCALE : 3" - 1' -0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW I WITH .675" x .675" HEAD SQUARE 08 2 II I 2" x 5 "I 1/8 11 6063 -T6 ANGLE FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION•TYPE 3• 1/4 -20 MACHINE BOLT & WINGNUT @ 12" 0.C. OR (0 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". (TYP. TOP & BOTTOM) / 5/16" I.D. AND Approvedu complying with the 1/2" 0.D. x 3/16" plmNe main code . " MINIMUM NYLON Dale I OR 0 1/16" NU BUHING TS (GALVANIZ1/4 -2ED) MhNOAy mlDdeprodoc MIN. 0 ® C ASSEMBLY - (BLOW UP) By SCALE: HALF SIZE USE 72 R 13 WITH 14 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD FINAL LOCATION OF STUD NON- STRUCTURAL L O EXISTING BLOCK OR WOOD FRAMING AC� TOP OR BOITTOMYOF BE AT PANEL AC' O STORM PANEL BUILD -OUT SCALE : 3" = 1' -0" C - TRACK ASSEMBLY (ISOMETRIC VIEWZ N.T.S. 1/4 -20 MACHINE BOLT & W NGNUT 12" 0.C. OR (9 6" 0.0 FOR PANEL LENGTHS GREATER THAN 104" (TYP. TOP & BOTTOM) 1 /2" 0.D. x 1/4 t 3/16" NYLON BUSHING OR 1/4 -20 5.5. NUT (TYP.). n ?W o Q - a ¢Q Oo ig I g r y 0 n..:.. e 00 -380 street 6 of 10 1 0 O! 3$ rev(SlOne R•.MeO N. ee_Ile e8 • K(0 cuM[IITE e2n9/e2■0• cauN rco,KrNr • • •• • • • • ••• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0.050•' ALUMINUM STORM PANELS MADDEN nnan..rsotunna F (4 460 . U �61 0551 RVEIS • RAMA MGM lOD • COPI55HT 8 2001 KNEZEVICH & ASSOCIAT CONSULTING ENGINEERS • PROOU 080 R 1M0ER3T' DRIVE, SURE 180 • FORT LAUDE TEL (930 3829100 • FAX M{) 382498, • F1.0N WE88RE: WWWJ0012ENCH.COY • EMAIL: KA•N KNEZEVICH & ASS APVGHNI S7COEDIILCE : • • • F$S. ENEIMAXIMUM ACING ARIOUS OK VI Linlit AND SPARS EXISTING STRUCTURE ANCHOR Z • • • (WI PS � A 17, 1 • • MIN. 2" EDGE DISTANCE SPANS UP TO 5 - 6" (gEE N{i1 1) SPANS UP TO 7' - 6" • (SEE NciTT 1) SPANS UP TO 10' - 6" (SEE NOTE 1) : I 0 � .61 : / EZIC�• • 4 • • 1 5 1 • & ONNtCTION 2 Oil • • 4 5 CONN 1 2 3 4 5 CONCRETE 7filMi"010I189I110100150. 1/4 1/4 1 -3/4" (MIN. 3,000 ITW TAPCON OR ELCO TAPCON 61/ MIN. EMBEDMENT P.S.1. CONCRETE) 48 12 12 12 12 12 12 12 12 12 11 12 9 10 12 8 62 12 12 12 12 12 12 11 11 12 9 12 6 B 12 6 67 12 12 12 12 (1 12 9 10 12 8 12 6 8 12 6 72 12 12 12 12 10 12 8 9 12 7 12 6 8 12 6 92 12 9 10 12 8 12 6 8 12 6 12 6 8 12 6 112 12 6 8 12 6 12 6 8 12 6 12 6 B 12 6 200 12 6 8 12 6 12 6 8 12 6 12 6 B 12 6 , *� 1/4 FEMALE 1 -3/4 SCREW D 3.000 "0 ELCO MALEE/ "PANELMATE• W/ MIN. EMBEOMEEEENT WITH P.S.1. CONCRETE) 48 12 12 11 12 7 12 11 8 12 5 12 4 6 12 4. 62 12 12 9 12 6 12 5 6 12 4 9 4 7 3 67 12 10 8 12 5 12 4 6 12 4 9\ 4 7 3 72 12 8 7 12 5 11 4 5 11 3 9 4 7 3 92 12 4 6 12 4 9 4 7 3 9 4 7 3 112 10 3 5 9 3 9 9\ 4 4 7 7 3 3 9\ 9 4 4 7 7 3 3 200 9 \• 4 7 3 (((( * I/4-• / 11/4 STEEL (MIS. 3,000P 48 12 12 12 12 12 12 12 12 12 12 12 10 9 12 B 11 111111)11 62 12 12 12 12 12 12 11 9 12 9 12 6 7 12 6 67 12 12 12 12 11 12 10 9 12 8 12 6 7 12 6 /8 E -20 STAINLESS MACHINE SCREW 8.1 CONCRETE) 72 12 12 11 12 11 12 8 8 12 8 12 6 7 12 6 92 12 9 9 12 8 12 6 7 12 6 12 6 7 12 6 112 12 6 7 12 7 12 6 7 12 6 12 6 7 12 6 200 12 6 7 12 6 12 6 7 12 6 12 6 7 12 6 48 12 12 12 12 B 12 12 10 12 5 12 4 7 12 4 62 12 12 10 12 6 12 5 7 12 4 10 3 5 8 3 1 RAWL NAIL MIN. (MIN. 3,000 ZAMAC -IN WI 1 -1/8" EMBEDMENT P.S.I. CONCRETE) 67 12 11 9 12 5 12 4 7 12 4 10 3 5 8 3 72 12 8 9 12 5 12 4 6 12 3 10 3 5 8 3 92 12 4 7 12 4 10 3 5 8 3 10 3 5 8 3 112 10 3 5 9 3 10 3 5 8 3 10 3 5 8 3 200 10 3 5 8 3 10 3 5 3 3 10 3 5 8 3 48 12 12 12 12 12 12 12 11 12 9 12 7 7 12 6 62 12 12 11 12 9 12 9 8 12 7 12 4 6 12 5 111 1/D4.0 ANCHOR (MIN• 3.000 67 12 12 10 12 9 12 7 7 12 6 12 4 6 12 5 ITM TEL HERO W /1 -1 /8" HIS. EMBED. P.8.1. CONCRETE) 72 12 12 10 12 8 12 6 7 12 6 12 4 6 12 5 92 12 7 7 12 6 12 4 6 12 5 12 4 6 12 5 112 12 5 6 12 5 12 4 6 12 5 12 4 6 12 5 200 12 4 6 12 5 12 4 6 12 5 12 4 6 12 5 ( Q� 48 12 12 12 12 7 12 11 10 12 5 12 4 7 12 4 62 12 12 10 12 6 12 5 7 12 4 9 5 7 3 ICJ 1/4 OUICK MIN. (MIN. 9,000 111111 """","„ "0 ASHLEY -5ET SCRCW WITH 1-1/4' EMBEDMENT P.S.I. CONCRETE) 67 12 10 9 12 5 12 4 7 12 4 9 5 7 3 72 12 8 9 12 5 11 4 6 11 3 9 \ 5 7 3 92 12 4 7 12 4 9 \ 5 7 3 9 5 7 112 10 3 5 9 3 9 5 7 3 9 5 7 3 200 9 \ 5 7 3 9 5 7 3 9 5 7 3 48 12 12 12 12 12 12 12 12 12 12 12 12 9 12 11 62 12 12 12 12 12 12 12 10 12 11 12 7 7 12 8 ` CS I 1/4"0 DROP SIDEWALK MEN (MIN. 3,000 ----ER 67 12 12 12 12 12 12 12 10 12 11 12 7 7 12 B POWERS RAWL -IN & 1/4 -20 BOLT (3/4 • EMBEDMENT P.S.I. CONCRETE) 72 12 12 12 12 12 12 11 9 12 10 12 7 7 12 8 92 12 12 9 12 10 12 7 7 12 8 12 7 7 12 8 112 12 8 8 12 9 12 7 7 12 8 12 7 7 12 8 200 12 7 7 12 8 12 7 7 12 8 12 7 7 12 8 0 O! 3$ rev(SlOne R•.MeO N. ee_Ile e8 • K(0 cuM[IITE e2n9/e2■0• cauN rco,KrNr • • •• • • • • ••• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0.050•' ALUMINUM STORM PANELS MADDEN nnan..rsotunna F (4 460 . U �61 0551 RVEIS • RAMA MGM lOD • COPI55HT 8 2001 KNEZEVICH & ASSOCIAT CONSULTING ENGINEERS • PROOU 080 R 1M0ER3T' DRIVE, SURE 180 • FORT LAUDE TEL (930 3829100 • FAX M{) 382498, • F1.0N WE88RE: WWWJ0012ENCH.COY • EMAIL: KA•N KNEZEVICH & ASS L revisions NAGACO T/4 •.¢O CONNENT. SAC COUNTY COMMENTS by do•eiribli•n ONE, oRAMINO N., 94-11. • • • • • • • •• •• •. • • • • •. •• • • • • • • • • ! • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• •• ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0.050' ALUMINUM STORM PANELS MADDEN n t27 ?' l Sa4 M nutaGSUrinp 46-2011 46-2011 a f0Y($4 196:661 8101. 68618 • RAMON RIOOIL78 L06 1 KNEZEVICH & ASSOCIAT CONSULTING ENGINEERS • PRODU 1280 N. UNIVERSITY DRIVE. RUNE 180 • FORT LAUDE 10L 98.) ]828800 • FAX 1886) 882-2988 • FLOW WEBSRE WWN.IO/E2FNCI4O0N • saw, KA•M COPYRIGHT 02001 KNEZEVICH 8 A880 ANCHOR SCHEDULE FOR FASTENER MAXIMUM . • tArrod SPACING (INCHES) REQUIRED D3,41r LII/ A /InbaSS• • EXISTING STRUCTURE • 1 • s • • 1 ANCHOR TYPE • • (0j PIF MAX. (SEE NOTE 1) • • • MIN!'" EDGE DISTANCE •SPANSaUP•TO• (SEE NOTE • ) SPANS IJ' TO • 7' 6" ?SAME 1) SPANS UP TO T " (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK I MINAmo11111 %%%%1111110: 1/4 ITW TAPCON OR 1/4 ELCO TAPCON W/ 1 -1/4' MIN. EMBEDMENT 48 12 12 9 12 5 12 8 7 12 3 8 3 5 8 5 5 5 ki 62 12 10 7 12 4 9 3 5 9 3 6 3 67 11 7 6 11 3 6 3 5 8 6 3 72 11 5 6 11 3 8 4 8 4 6 3 92 B 3 5 8 s. 6 3 5 611414 `' 3 5 112 7 \ 4 6 \ 6 \ 3 5 6 3 5 200 6\ 3 5 \� 6 3 5 6 3 5 1k * 48 12 12 12 12 8 12 10 12 12 7 12 62 12 12 10 12 6 12 7 12 10 5 B 67 12 11 9 12 5 12 7 12 10 5 8 72 12 9 9 12 5 12 6 12 10 5 8 1/4'0 ELCO MA E/ FEMALE - PANELMA E W/ 1 -1/4 MIN. EMBEDMENT SCREW WITH NUT 92 12 4 7 12 4 10 5 8 10 5 8 112 10 3 5 10 3 10 5 8 10 5 8 200 10 3 5 8 3 10 5 8 10 5 8 PP 1/4 0 W/ 7/E 6 1/4 STEEL 48 12 12 10 12 6 12 7 12 11 5 11 62 12 12 8 12 5 12 5 12 8 4 6 MN u I F I 67 12 9 7 12 4 11 5 11 B\ 4 6 72 12 7 6 12 4 10 5 10 8\ 4 6 6 6 p POWERS CALK -IN EMBEDMENT -20 STAINLESS MACHINE SCREW 92 11 4 5 11 3 8 4 6 8 4 112 9\ 4 B �\ 8 4 6\ 8 4 200 8\ 4 6 \` 8 \ 4 6 8 4 6 48 12 12 10 12 5 11 7 11 8 5 8 62 12 9 7 12 4 9 5 9 6 4 5 � 67 11 7 7 11 3 B S B 6 6 4 5 1RA POWERS NAIL-IN L W/ 1 MIN.EMD[DMENi 72 10 5 6 10 3 7\ 4 7; 6 4 5 92 6 3 5 8 6 4 5 6 4 5 112 6\ 4 6 6 ` 4 5` 6 4 5 200 6\ 4 5 .\ 6 4 5\ 6 4 5 Mil 1/4'0 DYNABOLT ANCHOR 46 12 12 8 12 6 12 6 12 10 4 70 62 12 12 6 12 5 11 4 11 8 3 6 67 12 9 6 12 4 10 4 10 8 3 6 ITW RED HEAD SLEEVE W/1 -1/8 MIN. EMBED. 72 12 7 5 12 4 9 4 9 8\ 3 6 N k 92 10 3 4 10 8 3 6 8 3 6 112 8\ 3 7 ` 3 `\ 8§ 3 6§ 8` 3 6 200 8 3 6 8 3 6 8 3 6 4 12 12 1 0 2 1 7 6 1 0 1 4 PIDMIIIII �`�N ` �M 9 \ 5 7 3 A Jl\X %1l\\\�%� \W.WW� 67 12 10 9 12 1 4 4 4 `�nn`�� 5 7 4 M 3 1/4 - 0 ASHLEY GUICK-SET 1 -SCREW S WITH 1T CR MIN. EMBEDMENT 112 10 5 9 3 9 \ 200 9 ``3 \\ 5 7 3 9 5 7 3 9 5 7 3 L revisions NAGACO T/4 •.¢O CONNENT. SAC COUNTY COMMENTS by do•eiribli•n ONE, oRAMINO N., 94-11. • • • • • • • •• •• •. • • • • •. •• • • • • • • • • ! • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• •• ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0.050' ALUMINUM STORM PANELS MADDEN n t27 ?' l Sa4 M nutaGSUrinp 46-2011 46-2011 a f0Y($4 196:661 8101. 68618 • RAMON RIOOIL78 L06 1 KNEZEVICH & ASSOCIAT CONSULTING ENGINEERS • PRODU 1280 N. UNIVERSITY DRIVE. RUNE 180 • FORT LAUDE 10L 98.) ]828800 • FAX 1886) 882-2988 • FLOW WEBSRE WWN.IO/E2FNCI4O0N • saw, KA•M COPYRIGHT 02001 KNEZEVICH 8 A880 FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) RED'D FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 000M 48 12 12 12 12 12 12 12 10 12 11 12 9 7 12 8 62 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 • 1/4`0 PMIN. 3" LONG LAG SCREW •W/ MIN. 2 EMBEDMENT • SHEAR PARALLEL TO •• RAIN •• •• 72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 9 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 • • • 74/5 STC•L •••••• • 48 12 12 11 12 12 12 12 8 12 11 12 9 6 11 8 62 12 12 9 12 12 12 11 6 12 9 12 6 4 12 6 111))Id11111V i 67 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 • }28 AINL O �� WOOD MBED NT MACHINE SCREW 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 92 12 9 6 12 8 12 6 4 12 6 12 6 4 12 6 112 12 6 5 12 6 12 6 4 12 6 12 6 4 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 4 12 6 • ww • • • * EIIIIIEIllI11111111N1O> * . FEMALE W/ 1 -7/r MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH NUT 48 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 62 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 67 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 12 6 8 12 7 12 6 8 12 7 12 6 8 12 • • • 02/19/02 15:18 • •• • • • ••• • •••• • • •••• • •••• • • • •• • • • • • •• • • • ••• •••• • • ANCHOR NOTES: 1.SPANS AND ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BEL UMITED TO THOSE SHOWN IN TABLE 1. • 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLTI, U.O.N. 8. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES OR WAS ERED WINGNUT. REMOVABLE ABLE ANCHORS REMOVING RE REQU RED FOR SCREW_ NUT MOUNT IS 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.1 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 0 KEYHOLE WASHERS ARE USED. Approved as anaplYkot with do Date D ale N om" Miami bide rocket Control BY Z J 2 Q Q� OD 0 y O 0 R 151 l og E LL Z D C gas At 93 I sheet 90 }10 revisions ir '. BAR NO BAR NO BAR 30.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/4 3 -3/4 3 -3/8 40.0 3 - 0 2 3 1 -1/8 4 - 0 2 3 1 -1/4 5 - 0 2 3 1 -3/8 7 - 0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3 -3/4 3 -1/2 50.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -3/4 8- 8 2 -3/4 3 2 -3/4 9- 5 3 -3/4 3 -3/4 3 -5/8 60.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -7/8 8- 8 3 3 3 9- 0 3 -3/4 3 -3/4 3 -1/4 70.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 6- 0 2 3 1 -7/8 7- 0 3 3 3 8- 8 3 -3/4 3 -3/4 3 • •• • • • • ••• • • •• • • •••• • • • •••• • • • • • • 02/19/02 15:20 • •• • • • • •• • • •••• • • • •••• • •• • • • • •• •• • • • • • •• • • •••• • • • •• • • • 1 • • • 30.0 35.0 40.0 45.0 50.0 55.0 60.0 62.0 65.0 67.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 112.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 10 - 6 10 - 4 10 - 0 9 - 8 9 -5 9 - 2 8 - 9 8 - 7 8 - 5 8 -2 7 - 10 7 - 7 7 - 3 6 - 10 6 - 1 5 - 6 5 - 0 4 - 10 4 - 7 4 - 2 3 - 11 3 -8 3 - 5 3 -2 3 - 0 2 - 10 2 - 9 (FT -IN) 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. ILmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPT ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 4. ABOVE SCHEDULES 1 & 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY. Approved as complying with Ih• Florida Balding Mtn • •• NORM • - ] -7k. Mud ' "Flsdut 29 3. QQ O� N O O 8 .,n . 00 -380 shoot 10 of 10