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RC-08-1261Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �#t OP l Inspection Date: 08/12/2008 Inspector: Afantlerelatitile. err Ro6f ga Owner: LOPEZ, RAUL Job Address: 166 101 Street NE Miami Shores Village, FL AUG 1 4 2008 Project: <NONE> C Contractor: ADCO OVERHEAD GARAGE DOOR INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Block: Phone Number 305/757 -4700 Parcel Number 1132060131970 Lot: Building Department Comments REPLACEMENT OF OLD GARAGE DOOR FOR EW HURRICANE RESISTANT GARAGE DOOR8 X 7 Passed �, /! Inspector Comments CREATED AS REINSPECTION FOR INSP- 89645. TAPCONS NOT APPROVED FOR SECURING2X6 MASONRY e �__ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, August 11, 2008 Page 1 of 2 -1I161o1 .cp1 °'r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. f'� ®U J ae I Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 LI JUL 1 1 2008 PJ �E Permit Type (circle): r Building / Roofpg Owner's Name (Fee imple Titleholder) (flu �p `- ° Phone Owner's Address ► ; f I' City Mi �� 910rletitate 1. Zip •) )S.)- 40 OD Tenant/Lessee Name Phone # Job Address (where th work is being done) City Miami Shores Village County. Miami -Dade FOLIO / PARCEL # I66 YE ic/ 3 06of913- 1q*-70 Is Building Historically Designated YES NO Zip Contractor's Company Name iS&CO `` AA����U i fI CArtt� 6f 6c02 hone Contractor's Address 7 577 IV Wk% 50 S City AI ( {'(( State t :2 Qualifier Name Zip Phone # State Certificate or Registration No. Certificate of Competen 6 cy No 3 OO .s- Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: °Addition Describe Work: f co rL ❑Alteration Square / Linear Footage Of Work: DNew L5Q Repair/Replace ❑ Demolition Submittal Fee $ I Permit Fee $ //00 O ' Notary $ Training/Education Fee $ 0'N0 Scanning $15. Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ 1/ C Structural Review. $ Total Fee Now Due $ I k:'Q • JS . See Reverse side -+ CCF $ O'VG® CO/CC Technology Fee $ 2.-`75 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person ' "'tiAo aace to Applicant As a condition to the issuance o' a ua sang permit an es zmaa i$arniPeieeeeng-Tl5Si tritfilgir a 'sty-- promise in good faith t trekly; he notice of commencement and construction lien law brochure will be delivered to the person whose property is sub' t to attach e Also a certified copy of the recorded notice of commencement must be posted at the job site for the. first inspect(on w e 'oe seven _ days after the building permit is issued In the absence of such posted notice, the inspection will not' be ypro e •. - >•i, %ection fee will be charged der ,40 f Signature Signa -AAA' - i Qwner or gent, (y Contractor The fo egoing instrument was ac ..wledged before me this5 -�4 The foregoing instrument was acknowledged before me this Old' day of , 20 8 , by Ll p, ! 1 • , p , , d a y of 1)1) - ' , 20 4e , by ti who is persona ly known to ttiPMArWalse t� Z-1% Florida Building Code Garage Door Windload Design Pressures Report # DPR- 080703 -C -01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -02), Section 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County.'" JUL 1 1 2xO8 Address: Raul Lopez 166 NE 101 St. Miami Shores, FL 33138, Miami -Dade County Garage Opening Size: 8' 0" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 29' 0" Measurement of Nearest Garage Door Opening to Building Comer: 1' 6" Positive Design Load: +41.3 PSF Negative Design Load: -46.5 PSF • • • •••• • • • • • The design loads shown above area are based upon the measurements listed above for clbsed "'tfifiIli3gs and •, require that the door being installed meets the requirements of Section 1626 of the 2004 �' c' fdr • • • • windbome debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of the supportd official is the final determiner of the suitability of the garage door connections for the p designated location. The "structural interface" of the designated door is the existing do capacity of the existing, designated door jamb and associated building frame must be certified registered professional engineer in the state of Florida. The mounting hardwa door, and details for installation are provided on the certified, approved drawing, as liste.' *abaft':' Sco ..E. Flori • a P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 7/3/2008 PERMIT #1-CM- 2JI Miami Shores Villa e' APPROVED BY DATE ZONING DEPT BLDG DEPT WaillIFIff� s' -' TH ALL FEDERAL RULES AND REGULATIONS SUBJECT TO COMPLIANC STATE AND COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Wayne Dalton Corporation 3395 Addison Drive Pensacola, FL 32514 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the•Arnay immediately revoke, modify, or suspend the use of such product or material withiniheir jurisdiction FORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Coun1X Product �ontrp Division that this product or material fails to meet the requirements of the a hcab e • • • code. • • This product is approved as described herein, and has been designed to comply with AN Florida Building • Code, including the High Velocity Hurricane Zone. • • •. • • • • DESCRIPTION: Models 8024/8124 Code 1300 Garage Door APPROVAL DOCUMENT: Drawing No.329928, Sheets 1 through 3 of 3, titled ' 1t I s 8024/8124 Windload Specification Option Code 1300" dated 05/04/07, with last revision dated 10/01707, psepe:c by Wayne Dalton Corporation, signed and sealed by Mark R. Barrow, P.E., bearing theMian+i -Dade (ottnty Product Control revision stamp with the NOA number and expiration date by the Miami -Dade Cblttx • Product Control Division. MISSILE IMPACT RATING: Large & Small Missile Impact Resistant 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 NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0803.10 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. •• •• • • NOA No: 07- 1105.01 Expiration Date: September 27, 2012 Approval Date: December 13, 2007 Page 1 • • 1. VIN 1. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. 2. KEY LOCK. SLIDE LOCK, OR OPERATOR REOUIRED. 3. SECTION STEEL TO HAVE A MINIMUM 24 GA THICKNESS WITH A MINIMUM G90 COATING AND A MINIMUM YIELD STRENGTH OF 33.8 KSI. 4. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING COOES FOR THE DRAWING. 5. WOOD SUBSTRATE FOR DOUR JAMB IS TO BE MINIMUM 246 NO. 3 SOUTHERN PINE. REFER TO SHEET 3 FOR ATTACHMENT TO SUPPORTING STRUCTURE FOR DIRECT MOUNTING OF JAMB BRACKETS TO OTHER SUBSTRATES, SEE JAMB DETAIL SHEET 2. FOR MOUNTING OF CONTWOBS WALL ANGLE. SEE CONTNOUS WALL ANGLE DETAIL SHEET 3. 6. FOR 0 CONDITIONS, TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF (3) 1/4- 14x7 /8' SELF DRIWNG CRMPTITE SCREWS IN UEU OF THE BRACKET SHOWN ON THIS DRAWING. U -BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS. 7. LOUVERS MAY BE INSTALLED ON THE DOOR IF THE TOTAL AREA OF THE LOUVER DOES NOT EXCEED 60 SQUARE INCHES. 13 GA HOW ANGLE 13 GA FLAG ANGLE 16 GA MIN HOR12 TRACK 5/160 -5/8" LAG SCREW (MIN 4 AS SHOWN) 15 GA MIN VERT TRACK 1/4- 20x9/16° TRACK BOLT AND 1/4-20 HEX NUT AT EACH 113-115 JAMB BRACKET LOCATION 5/160-5/8" LAG SCREW AT EACH JAMB BRACKET 15 GA STIFFENED JAMB BRACKETS SEE SCHEDULE FOR OUANITY, LOCATION, AND TYPE KEY LOCK OR SUDS LOCK ONE END (NOT REOUIRED WITH OPERATOR - SEE NOTE 2). SLIDE LOCK SHOWN FOR CLARITY 13 GA ROLLER SLIDE ATTACHED TO BRACKET WITH 5/16 -18 BOLT & NUT IN CENTER SLOT AND 1/4120x9/16° TRACK BOLT & 1/4-20 HEX NUT THROUGH ANY TWO ALIGNING HOLES 13 GA COMMERCIAL A' FRAME TOP BRACKET ATTACHED WITH (4) 1/4- 14x7 /8" SELF DRILLING CRIMPTIIE SCR ADD (2) 1/4- 14x7/8" SELF DRILLING CRMPTITE SCREWS (INSIDE OF EACH END HINGE 2" NYLON WINDLOAD ROLLER WITH 4 -1/2" STEM 14 GA WIDE BODY END HINGE ATTACHED WITH (4) 1/4- 14x7 /8' SELF DRILLING CRIMP11TE SCREWS • 18 GA NARROW BODY INTERMEDIATE HINGE ATTACHED WITH (4) 1/4- 14x7 /8' SELF DRIWNG CRIMPTITE SCREWS NOTF' (4) SECTOR DOOR SHOWN. SEE SHEET 2 FOR U -BAR LOCATIONS ON DOORS WITH OTHER SECTION OUANTITIES. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOOR WIDTH DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) 8' -0' ALL +184. 0/-208.0 9• -0" ALL +207.0/ -234.0 NDg (18-x) F 14 GA BOTTOM BRACKET ATTACHED WITH (2) 1/4- 14x7 /8" SELF DRILLING CRIMPTITE SCREWS AND (1) 1 /4- 14x5 /8" SELF DRIWNG TAMPER RESISTANT SCR JAMB BRACKET SCHEDULE DOOR HEIGHT NO. Of SECTIONS NO. OF JAMB KEI BRACS (EACH JAMB) LOCATION OF CENTERLINE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS ± 2') MENGMENELIVEZERIEMEraltEIIMEMEAMEZEMAIREIIMMAIEZIENEEN/LiffilIDD IVAIRE$ JB -US • 21 -3 4 so- USMEEMMEIMMILEVAMIB -US 6•..6° 4 7 7 -0' 4 7 7 -6 5 8 InteanIlliEWEEMINIMEMMEMENI11127.01DEMIFi'CLOOPIKIIMMEMEMEZMIIQl•� aF•II►F'llfl'YOMEMICEK IFL"7'SOIRIMEMMEZIEMEYR'cnil -93Ii[ nEN:WE3[OMF 7E3[ 8• -0 5 8 8' -0 SEE NOTE BELOW OWING DIMENSION •• ••• • • • • • •• DENOTES SLOTTED JAMB BRACKET ATTACHE, TO•fRICK %ITH•1 AP-2. 9 A6" TRACK 8•_ T AND T 0 ABOVE. ALL DOORS GREATER THAN 8• IN HEIGHT OR VNTH DECORATIVE OVERLAY I . I U$ O= 4114J ctruipn WALI.INGLE. SEE SHEET 3 FOR DETAILS. P1 MARX R. BARROW, PE FLORIDA LICENSE N0. 57389 • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • ••• • • ••• ••• • • IS • • • • REVISIONS P1 MODIFIED TRACK NOTE FOR DOORS WITH DECORATIVE OVERLAYS. ADDED CONTINUOUS WALL ANGLE DETAIL MEET 3. UPDATED NOTES FOR CONTNOUS WALL ANGLE MOUNTING. GR7 10/1/07 Balton • 3395s A81DIS1814 DRIVE • •P ENSAQOLA,•F!ORIDA 32+ 14 • • C8V) :471 980 :. • :STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DeSIGIV (PSF): • TEST (PSF): +46.00/ -52.00 MAX WIDTH: 9• -0" DATE NAME +69.00/ -78.00 MAX HEIGHT: 14• -0° DRAWN 2/22/07 GRT IMPACT /CYCLIC RATED (YES /N0): YES MAX SECTION HEIGHT: 21° CHECKED 5/4/07 MRB MODELS 8024/8124 • SHEET 1 OF 3 :JINDLOAD SPECIFICATION OPTION CODE 1300 •• DRAWING PART NO. 329928 REV. P1 MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 02TJdp C78F R AVIQH2DL!1E INSE 10G.110N5 2 3/4" MIN EDGE DIST 3/8" SIMPSON TITER HD, 2 -3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4- 20x9/16' TRACK BOLT AND 1/4-20 HEX NU TRACK CONCRFTE MOUNTING OFTAII • • • • • • • • • • • • • •• ••• • • • • It •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • U,14819G:7kW5 (8) SECTION DOORS WITH (10) 3" 20 GA 80 KSI U -BARS LOCATED AS SHOWN \ \\ (7) SECTION DOORS WITH (9) 3' 20 GA 80 KSt U -BARS LOCATED AS SHOWN (6) SECTION DOORS WITH (8) 3' 20 CA 80 KSI U -BARS LOCATED AS SHOWN (5) SECTION DOORS WITH (7) 3" 20 GA 80 KSI U -BARS LOCATED AS SHOWN (4) SECTION DOORS WITH (5) 3" 20 CA 80 KSI U -BARS LOCATED AS SHOWN ATTACH U -BARS WITH (2) 1/4- 14x7/8" SELF DRILLING CRIMPTITE SCREWS AT ALL ^11LE LOCATIONS, TM. • • • • ••• • • • • REVISIONS P1 MODIFIED TRACK NOTE • FOR DOORS WITH DECORATIVE OVERLAYS ADDED CONTINUOUS WALL ANGLE DETAIL SHEET 3. UPDATED NOTES FOR CONTINOUS WALL ANGLE MOUNTING. GRT 10/1/07 • • - • - • I • • •/TATIC PRESSURE RATINGS Vague f1 • • 4 3j95••AD :I4 DR:/E ?Ft1SAC®LA• R MIDA• 32519• • (891) 4A-9E% • • APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PSF): +46.00/ -52.00 MAX WIDTH: 9. -0" DATE NAME TEST (PSF): +69.00/ -78.00 MAX HEIGHT: 14. -0" DRAWN 2/22/07 CRT IMPACT /CYCLIC RATED (YES /N0): YES MAX SECTION HEIGHT: 21" CHECKED 5/4/07 MRB • • MODELS 8024/8124 • • •VNDL0AD SPECIFICATION OPTION CODE 1300 SHEET 2 OF 3 DRAWING PART NO. REV. 329928 P1 a . `' O; 060 �� A .a. ° / / \ / \. / i 2 3/4" MIN EDGE DIST 3/8" SIMPSON TITER HD, 2 -3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4- 20x9/16' TRACK BOLT AND 1/4-20 HEX NU TRACK CONCRFTE MOUNTING OFTAII • • • • • • • • • • • • • •• ••• • • • • It •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • U,14819G:7kW5 (8) SECTION DOORS WITH (10) 3" 20 GA 80 KSI U -BARS LOCATED AS SHOWN \ \\ (7) SECTION DOORS WITH (9) 3' 20 GA 80 KSt U -BARS LOCATED AS SHOWN (6) SECTION DOORS WITH (8) 3' 20 CA 80 KSI U -BARS LOCATED AS SHOWN (5) SECTION DOORS WITH (7) 3" 20 GA 80 KSI U -BARS LOCATED AS SHOWN (4) SECTION DOORS WITH (5) 3" 20 CA 80 KSI U -BARS LOCATED AS SHOWN ATTACH U -BARS WITH (2) 1/4- 14x7/8" SELF DRILLING CRIMPTITE SCREWS AT ALL ^11LE LOCATIONS, TM. • • • • ••• • • • • REVISIONS P1 MODIFIED TRACK NOTE • FOR DOORS WITH DECORATIVE OVERLAYS ADDED CONTINUOUS WALL ANGLE DETAIL SHEET 3. UPDATED NOTES FOR CONTINOUS WALL ANGLE MOUNTING. GRT 10/1/07 • • - • - • I • • •/TATIC PRESSURE RATINGS Vague f1 • • 4 3j95••AD :I4 DR:/E ?Ft1SAC®LA• R MIDA• 32519• • (891) 4A-9E% • • APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PSF): +46.00/ -52.00 MAX WIDTH: 9. -0" DATE NAME TEST (PSF): +69.00/ -78.00 MAX HEIGHT: 14. -0" DRAWN 2/22/07 CRT IMPACT /CYCLIC RATED (YES /N0): YES MAX SECTION HEIGHT: 21" CHECKED 5/4/07 MRB • • MODELS 8024/8124 • • •VNDL0AD SPECIFICATION OPTION CODE 1300 SHEET 2 OF 3 DRAWING PART NO. REV. 329928 P1 v v v v v LICE PLATE 13 GA MIN CONTINUOUS WALL ANGLE 14" MAX 12" MAX MIN 11 GA CUP 12- " MAX 1( 12" • MAX 12" I MAX 12" M7AX 1 RSW TYPICAL CLIP BOLTING DETAIL TRACK (3) 1/4 " -20 TRACK OR CARRIAGE BOLT W1TH 1/4 " -20 NUT SEE CUP DETAIL THIS SHEET 13 GA MIN CONTINUOUS WALL ANGLE TYPICAL CI IP WVI 01NC OFTAII 2 3/4" MIN EDGE DIST IN 11 GA CUP (1) 1/4 " -20 TRACK OR CARRIAGE BOLT WITH 1/4 " -20 NUT TRACK 5/16" LAG SCREW INTO 2 3/4" *1" MIN 2 x 6 LUMBER AT EDGE DIST EACH HOLE LOCATION MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN) H3/8" SImPSON ANCHHORNTO MINIMUM 2000 P51 CONCRETE ""' 3/8" SIMPSON TITER ANCHOR TO MINIMUM 2000 PSI GROUT FILLED CMU°"' 3/8" X 3" LONG LAG SCREW®' 24 24 24 BASED ON 3/8" SIMPSON TITER HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2 -3/4" AND A MINIMUM EDGE DISTANCE OF 2 -3/4 ". 2. BASED ON 3/8" SIMPSON DTEN HEAVY DUTY SCREW ANCHOR WITH A 1" 0.0. WASHER 1610 GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2 -3/4 ", A MINIMUM EDGE DISTANCE OF 4 ". AND A MINIMUM END DISTANCE OF 4" CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. BASED ON 3/8" DIAMETER x 3" LONG LAG SCREWS 19111 1" O.D. WASHERS WITH A 1 -9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 4. PROVIDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 8" FROM THE END OF THE JAMB. 5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF +207.0 /-234.0 LBS PER FOOT. 6. CHART INCLUDES A SAFETY FACTOR OF 4. 7. DOOR JAMB TO BE MINIMUM 2x6 N0. 3 SOUTHERN PINE LUMBER (MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 8. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE LOADS LISTED IN NOTE 5. 9. SCREW ANCHORS OR LAG SCREWS SHALT. BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. TRACK CUPS TO BE EITHER BOLTED OR WELDED. SEE DETAILS THIS PAGE 3/8" SIMPSON THEN HD, 2 -3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE FOR EACH 1101.E LOCATION CONTINUOUS WALL ANGLE 1/4- 2015/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CONTINOUS WALL ANGLE DETAILS • MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 024164 • 4 / 7Jodz 1iZ, 6" MAX. - FASTENERS PER TABLE TH5 SHEET - MINIMUM 2x6 #3 SOUTHERN PINE LUMBER. MAXIMUM SPACING 1 6" MAX 14" MAX HEIGHT •• ••• • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • d Waijne • • b e • P tc ,�'eirgR A i44. • • • • • (50 X74 -110 • 9' MAX WIDTH REVI SIONS " P1 MODIFIED TRACK NOTE FOR DOORS WITH DECORATIVE OVERLAYS. ADDED CONTINUOUS WALL ANGLE DETAIL SHEET 3. UPDATED NOTES FOR CONTINOUS WALL ANGLE MOUNTING. GRT 10/1/07 • •STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PSF): +46.00/ -52.00 MAX WIDTH: 9' -0" DATE NAME TEST (PSF): +69.00/ -78.00 MAX HEIGHT: 14' -0" DRAWN 2/22/07 GRT IMPACT /CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 5/4/07 MRB • • MODELS 8024/8124 SHEET 3 OF 3 :WINDLOAD SPECIFICATION OPTION CODE 1300 • DRAWING PART NO. 329928 REV. P1