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HomeMy WebLinkAbout113 Donna Cir - BR08-001662 (REPLACE GARAGE DOOR) DOCUMENTSv s RECEIVED CITY OF SANFORD PERMIT APPLICATION O MAY 1 6 2008 Application #. O lD CQ Submittal Date: Job Address: Value of Work: S 14 L, Parcel ID: -O d 0-©- f ;Qoeo -cy c%U Zoning: Historic District: Description of Work: , eGC old (l(YfL e U Square Footage: Permit Type: Building OL Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: #' of Dwelling Units: Flood Zone: (FEMA form required) Property Owner: / n/ 1Ni` Contractor: //(C4y,16' 0 .Tz Address:[/ //Di//?C G%I Address: Z2 Z% Cie 1c,,wor A Phone: 07 3 -O/a 7 E-mail: Phone: `JV/- 37/-%.2/a?State License Number: CQG%5. 1,2 Bonding Company: Mortgage Lender: Address: Architect/Engineer: Address: Plan Review Contact Person: Address: Phone: Fax: Phone: Fax: E-mail: 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 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 of 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities suck as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the gkoperty of Signature of Owner/Agent Date Signature of Lien Law, FS 713. Print Owner/Agent's Name Prin ntractor/Agent's Na e Signature of Notary -State of Florida Date Signature of Notary0h Flondd ADate IX V Owner/Agent is _ Personally Known to Me or Contractor/Agent% Reronnown'to Produced ID _ Produced ID o t LPwS APPROVALS: ZONING: UTIL: FD: ENG:/ gt %11 , ' Y DG:-- % lldt'i+ Special Conditions: Rev 07.07 Se ninole County Property Appraiser Get Information by Parcel Number Page 1 of 1 r DONNA CIR DAVID JOHNSON, CFA, ABA PROPERTY APPRAISER 60.0 38 49 1 4P 44= SEMINOLECOUNTY FL_ 51 g ; 1101 E. FIRST sT I SANFORD, FL 32771 •i 4S8 407- 665-7508 J u... 62. 0 0A00- 0000 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 10-20-30-509-0000-0490 Number of Buildings: 1 Owner: WEDELL BRANKA Depreciated Bldg Value: $134,973 Mailing Address: 113 DONNA CIR Depreciated EXFT Value: $885 City, State,ZipCode: SANFORD FL 32773 Land Value (Market): $30,000 Property Address: 113 DONNA CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: HAZEL GLEN Just/Market Value: $165,858 Tax District: S1-SANFORD Assessed Value (SOH): $96,168 Exemptions: 00-HOMESTEAD (1998) Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $71,168 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2007 VALUE SUMMARY WARRANTY DEED 09/1996 03127 1315 $89,000 Improved Yes Tax Amount(without SOH): $3,018 WARRANTY DEED 06/1994 02782 2016 $87,500 Improved Yes 2007 Tax Bill A_.mount $1,276 WARRANTY DEED 02/1994 02729 1863 $86,000 Improved Yes Save Our Homes (SOHJ Savings: $1,742 WARRANTY DEED 05/1991 02297 0229 $85,500 Improved Yes 2007 Taxable Value: $68,367 WARRANTY DEED 12/1989 02134 1944 $85,000 Improved Yes DOES NOT INCLUDE NON AD VALOREM WARRANTY DEED 09/1986 01769 1585 $81,500 Improved Yes ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 30,000.00 $30,000 LEG LOT 49 HAZEL GLEN PB 33 PG 63 BUILDING INFORMATION Bid Bid Type Year Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost Num Bit New Building 1 SINGLE 1986 7 1,420 2,082 1,620 CONC $134,973 $147,511 Sketch FAMILY BLOCK Appendage / Sgft BASE SEMI FINISHED / 200 Appendage / Sgft SCREEN PORCH FINISHED / 42 Appendage / Sgft GARAGE FINISHED / 420 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1986 1 $675 $1,500 WOOD DECK 1986 105 $210 $525 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/web/re_web.seminole_county_title?PARCEL=10203050900000490... 5/9/2008 Af'R-14-2008 12:iG P.01t01 Wayne -Dalton Installation Service Provider Work Order Installing Dealer Name Installer 3/0# Install sold By Customer Name Address D6A GARACE DOORS INC LOCATION faX: 19413772979 75333 LOWES STORE; 41657 Ship Date. BRANKA WROELL 113 4C NNA C R SANFORD FL 32772 Home Phone: (407) 324-0127 Alternate Phone: Door Information Quantity: 1 Model: DR, 9600, CRP, WHT, 4 - 8,16' 00 .00o SiZe 16'. x 71 LOCk OMIT LOCK COIOr W141TE Track 12 RRADIUS Spring TORSION SPRING Inserts N/A Sect N/A e Opener Info: relocate Additional Notes: 4/14/08 ORDER HAS BEEN CONVERTED AND SCHEDULED TO SHIP ON 5/7 UNDER SO # 7021437LABORPO: SE354921,53857744 55354922: DOOR,OP RELOC, FRAME-$180, PERMIT, AND INSIDESIDELOCK. DRAW 4607-AJ FieldInspection ...._..__.--__-.--....__ ._._.. r ,._._._,........_._._._.._.._._...._.._ Opening Width: Opening Height Floor to Ceiling Measurement: Side Room Measurements left: Right: Is the Floor Level: Yes No Concrete Threshold; Yes No Opener on Site: Yes No Opener Meets Code: Yes No Opener Model: County permit Acquired: Yes No by whom; Installer Homeowner Store Require Impact Door: Yes No Exposure Category: 8 C Home Elevation: 1 Story 2 Story MPH Required: Jambs Up to Code: Yes No material: Wood Concrete Block Electric Door Opener: New Relocate Reconnect No Is There a Grounded Electrical Outlet Within 3' of Opener Head: Yes No Custom Work Required (detail work needed and quote payment required) Homeowner Sionature: Fax Results to (bop) 847-3227 Phone (800) 827-3667 TOTAL P.O1 t l_- OptionCode Positive Des' n PSF Negative Desi n PSF Maximum Size Revision # Approyals c Z Safety Level 3-Second Gust Basic Wind Speeds MPH Width Height 0is Exposure B Mean Roof Height 5 3Q' Exposure C Mean Roof Height 515' Exposure C Mean Roof Height 5 25 9600 Max 21" Section Height ._ 2 _ , ,, .-GDF=34 xvYes _ u.5 130 1:1:5=, 1.0 0606 18.50 2010 181-0" 8'-0" P1 L 9174 GDR-34 Yes 3 110 100 95 0220 U-Bar Post 26.70 30.20 0" 91 P3 FL4965 Yes 4 125 115 110 0226 U-Bar Post 46.00 52.00 9'-0" 8'-0" P3 FL4965 Yes 10 170 150 146 0221 U-Bar Post 22.00 24.60 18'-0" 8'-0" P5 FL4965 Yes 4 120 105 100 0300 U-Bar Post 31.00 33.10 181-W 8'-0" P2 FL4965 asEYes 6 140 125 120 0301. U-Bar Post 40.00 44.50 18'-0" 8'-0" P2 FL4965 8 160 148 140 Max 2V Section Height 0600 26.90 30.80 94" 8'-0" P1 FL 9174 GDR-34 Yes 5 130 116 110 0601z 41.00 46.30 90-0" 8'-0" P1 FL 9174 GDR-34 No 8 160 146 135 0602 15.30 17.00 16'-0" 8'-0" P2 FL 9174 Yes 2 100 90 85 0603 23.00 25.00 16'-0" 80-0" P2 FL 9174 GDR-34 Yes 4 120- 110 105 0604 Poste 39.20 43.70 16'-0" V41 P2 FL 9174 GDR-34 No 8 160 146 135 060e, 15.30 17.00 18'-0" 8'-0" P1 FL 9174 Yes 2 100 90 85 0606 Post 30.00 33.50 181-0" 8'-0" P2 FL 9174 GDR-34 No 6 140 125 120 0609 Pose 39.20 43.70 18'-0" 81-0" P2 FL 9174 GDR-34 No 8 160 146 136 0220 U-Bar Post 26.70 30.20 9'-0" 8'-0" P3 FL4965 Yes 4 125 115 110 0226 U-Bar Post 46.00 52.00 9'-0" 81-0" P3 FL4965 Yes 10 170 150 146 0221 U-Bar Post 22.00 24.60 1814, 81-V" P5 FL4965 Yes 4 120 105 100, 0300 U-Bar Post 31.00 33.10 181-0" 81-0" P2 FL4965 Yes 6 140 125 120 0301 U-Bar Post 40.00 J 44.50 18'-U' 8'-0" P2 FL4965 Yes 8 160 146 140 1. All doors tested for uniform static air pressure per ASTM-E330 and/or ANSI/DASMA 108 to test pressure of 1.5 x design pressure 2. Also tested for large missile impact and cyclic wind pressure per ANSI/DASMA 115 3. FBC Florida Building Commission, TDI - Texas Department of Insurance 4. Above wind speeds applicable for residential garage doors installed on buildings with any roof slope and commercial doors installed on buildings with roof slope 5 100. Wind speeds also applicable only to enclosed structures with an importance factor of 1.0 and assume a maximum of 2' of the door is located within the end zone c a structure. Consult a registered Architect or Structural Engineer for applicability for other project specific conditions. b. Glazing is not impact resistant and does not meet the requirements for Wind -Borne Debris Regions 6. Door only available in greater than 7' heights. 7. Impact resistance pending TDI approval Residential Page 8 of 11 11/1107 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 s PARCEL DETAIL DAvia JowisoN, CPA. ASA PROg _ ER TV p SE 7INOLE,C 4U N7-Y. Fi_:, 1101 E. FIRST; ST SANPWWt ,FL32771-14M 407-695 7506 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 10-20-30-509-0000-0490 Number of Buildings: 1 Owner: WEDELL BRANKA Depreciated Bldg Value: $134,973 Mailing Address: 113 DONNA CIR Depreciated EXFT Value: $885 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $30,000 Property Address: 113 DONNA CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: HAZEL GLEN Just/Market Value: $165,858 Tax District: S1-SANFORD Assessed Value (SOH): $96,168 Exemptions: 00-HOMESTEAD (1998) Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $71,168 Tax Estimator Portability Calculator SALES Deed Date Book Page Amount Vac/imp Qualified 2007 VALUE SUMMARY WARRANTY DEED 09/1996 03127 1315 $89,000 Improved Yes Tax Amount(without SOH): $3,018 WARRANTY DEED 0611994 027822016 $87,500 Improved Yes 2007 Tax Bill Amount: $1,276 WARRANTY DEED 02/1994 02729 1863 $86,000 Improved Yes Save Our Homes (SOH) Savings: $1,742 WARRANTY DEED 05/1991 02297 0229 $85,500 Improved Yes 2007 Taxable Value: $68,367 WARRANTY DEED 12/1989 02134 1944 $85,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 09/1986 01769 1585 $81,500 Improved Yes ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS Pick LOT 0 0 1.000 30,000.00 $30,000 LEG LOT 49 HAZEL GLEN PB 33 PG 63 BUILDING INFORMATION Bid Bid Type Year Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost Num Bit New Buildinci 1 SINGLE 1986 7 1,420 2,082 1,620 CONC $ 134, 973 $147,511 SketchFAMILYBLOCKAppendage/ Sqft BASE SEMI FINISHED / 200 Appendage / Sgft SCREEN PORCH FINISHED / 42 Appendage / Sgft GARAGE FINISHED / 420 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1986 1 $675 $1,500 WOOD DECK 1986 105 $210 $525 http:// www.scpafl.org/web/re—web.seminole county_title?parcel=10203050900000490&c... 5/16/2008 Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2 TE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www. scpafl.org/web/re_web. seminole_county_title?parcel=10203050900000490&c... 5/16/2008 13 GA AODUSTABLE TOP PLACE U—BAR OVER INTEGRAL RIB FIXTURE ATTACHED TO WITH THE (8) PRE —PUNCHED PRE —PUNCHED HOLES HOLES EACH END FAGNG UPWARD IN BOTTOM OF U—BAR AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8" EACH END WITH (2) 1/4-14x7/8" CRIMPTITE SCREWS 0 SELF DRILLING CRIMPTITE SCREWS DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE —PUNCHED HOLES IN TOP OF U—BAR. PLACE U—BAR OVER INTEGRAL RIB WITH WITH (2) 7/4-14x5/8" CRIMPTITE SCREWS. THE (8) PRE —PUNCHED HOLES EACH END USE VIEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED EXCEPTION: U—BAR PLACED OVER TOP WITH (4) 1/4-14x5/8" / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF o BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-14x7/8" SELF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U—BAR NOTE: DUE TO CLEARANCES REQUIRED TO 2" NYLON STORMGARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH U—BARS, ALL U—BARS SHALL BE 4-1/2" STEM INSTALLED ON SECTIONS PRIOR TO DETAIL 6 INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U—BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U—BAR OVER WITH (6) 1/4-20x5/8" INTEGRAL RIB 20 ATTACH WITH (2) 1/4-20x5/8" CRIMPTITE SCREWS (2 OF CRIMPTITE SCREWS THRU WHICH ARE FACTORY PRE —PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF, AND 1 OF OF U—BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND i THRU THRU PRE —PUNCHED HOLE •' WEB OF U—BAR AND IN U—BAR) INTEGRAL RIB OF SECTION) DETAIL C 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH 3) 1/4-14x5/8" LACE U—BAR OVER INTEGRAL RIB WITH CRIMPTITE SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-1.40/8" SELF DRILLING CRIMPTITE SCREW AS SHOWN AND USE (1) 1/4-147/8" SELF DRILLING CRIMPTITE SCREW ACROSS THE BOTTOM OF THE BOTTOM U—BAR AT EACH PRE —PUNCHED HOLE AT EVERY DETAIL D HINGE LOCATION. USE (1) 1/4-20x5/8" CRIMPTITE SCREW AT ALL OTHER PRE —PUNCHED HOLE LOCATIONS. MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 0-0 II 5) SECTION DOORS WITH (6) 3% 18 GA, 80 KSI U—BARS LOCATED OVER INTEGRAL RIBS AS SHOWN 4) SECTION DOORS WITH (5) 3", 18 GA, 80 KSI U—BARS LOCATED OVER I INTEGRAL RIBS AS SHOWN Q U—BAR ATTACHMENT NOTES 1. ALL U—BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE —PUNCHED HOLES WITH (2) 1/4-144/8" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP EXCEPT BOTH U—BARS ON BOTTOM SECTION — SEE DETAIL B AND D THIS SHEET), (2) 1/4-14x5/8" CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-144/8" CRIMPTITE SCREW APPROXIMATELY 8" FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0", THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U—BAR EXCEPT BOTH U—BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0", THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U—BAR .EXCEPT BOTH U—BARS ON BOTTOM SECTION SHALL HAVE A TOTAL. OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE —PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) PRE —PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE —PUNCHED HOLES IN ALL U—BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-144/8" CRIMPTITE SCREWS. 3. 18 GA U—BARS SHALL BE STAMPED "46" APPROXIMATELY 8" FROM EACH END. REVISIONS IGN PRESSURE LOADS SUPPORTING UCTURE AND RIFIED NUMBER OF TENERS AND CENTER ES REQUIRED FOR ROWER DOOR WIDTHS. 1 5/10/06 MODIFIED NOTE 8 TO TE THAT .LOUVERS NOT 19PACT ISTANT. 6/6/07 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0" DATE NAME TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'—0" DRAWN 3/8/06 GRT IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHECKED 4/6/06 MRB MODELS 5140/9400/9600 SHEET 2 OF 2 3395 ADDISON PENSACOLA, FLORIDA 850) 474-9890 DRIVE 32514 WINDLOAD SPECIFICATION OPTION CODE 0607 DRAWING PART 319033 NO. REV. P2 j a H07ES 1. SHORT GLAZED PANEL OPTION - .090" MINIMUM SSB GLAZING IN MOLDED FRAMES 13 GA HORIZ ANGLE SCREWED TOGETHER WITH A MINIMUM OF (6) 8x1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (MATH OR WITHOUT 13 GA FLAG ANGLE DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 16 GA MIN HORIZ 13.75" AND A MAXIMUM LENGTH OF 16.75". TRACK GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR 5/16x1-5/8" WIND-BORNE DEBRIS REGIONS. LAG SCREW (MIN 3 2. LONG GLAZED PANEL OPTION - NOT AS SHOWN) AVAILABLE WITH THIS OPTION CODE. 3. VINYL OR WOOD DOOR STOP NAILED A 1/4-20x9/16" TRACK MAXIMUM OF 6" O.C. MUST OVERLAP TOP BOLT AND 1/4-20 HEX AND BOTH ENDS OF PANELS MINIMUM 7/16" NUT AT EACH JS JAMB TO MEET NEGATIVE PRESSURES. BRACKET LOCATION 4. KEY LOCK, SLIDE LOCK. OR OPERATOR 16 GA MIN VERT REQUIRED. TRACK 5, SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 GA MINIMUM FACER STEEL AND A POLYLAMINATE 5/16x1-5/e" LAGOR32GASTEELBACKER. END CAP TO HAVE SCREW AT EACH A MINIMUM 1.4" DEPTH. JAMB BRACKET 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE 15 GA STIFFENED AND IN ACCORDANCE WITH CURRENT BUILDING JAMB BRACKETS CODES FOR THE LOADS LISTED ON THIS - SEE SCHELDULE FOR DRAWING. QUANITY, LOCATION, AND TYPE 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. KEY LOCK OR SLIDE LOCK BOTH ENDS (NOT S. LOUVER OPTION - .080" MINIMUM REQUIRED WITH OPERATOR ALUMINUM LOUVERS IN MOLDED FRAMES SEE NOTE 4). SLIDE SCREWED TOGETHER WITH A MINIMUM OF (6) LOCK SHOWN FOR MBxt" SCREWS INSTALLED IN THE END PANELS CLARITY. OF THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WAND -BORNE DEBRIS REGIONS. NOTE: (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS FOR 5) SECTION DOORS AND SEE NOTE 1 ON THIS SHEET FOR GLAZING OPTIONS. A SHEET B SHEET A JAMB BRACKET SCHEDULE DOOR NO. OF NO. OF JAMSBRACKETS LOCATION OF GEN RUNE OF M BRACKETS MEASURED FROM BOTTOM HEIGHT SECTIONS EACH JAMB) OF TRACK (ALL DIMENSIONS t 2") 7'-0" 4 6 2" (JB), 13" (Ql), 25-1/2" (JB), 34"-(JB), 45-1/4""(01), BY (JB) 2" (JB). 13" (01), 23" (JB), 8.-0" 5 8 34" (JB), 47-1/4" (01). 58" (JB), 67" (Ql), 75" (JB) NOTE: JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABOVE. 01) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION 20 GA END CAP C 15 I NOTE: (5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0 (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0". SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH 16,-0" ALL 207.2/-230.4 14'-O" ALL 181.3/-201.6 12'-0" ALL 155.4/-172.8 10'-0" ALL 129.5/-144.0 REVISIONS ADDED SUPERIMPOSED( SIGN PRESSURE LOADS'^ I SUPPORTING RUCTURE AND ARIFIED NUMBER OF tSTENERSANDCENTER 4GES REQUIRED FOR RROWER DOOR WIDTHS. s 5/10/06 MODIFIED NOTE 8 TO ATE THAT LOUVERS IE NOT IAI'PACT SISTANT. T 6/6/07 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-01. DATE NAME agmTEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-0" IDRAWN 1 3/8/06 GRT Umton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHECKED 4/6/06 1 MRB MODELS 5140/9400/9600 SHEET 1 of 2 3395 ADDISON DRIVE DRAWING PART NO. REV. MARK R. BARROW, PE PENSACOLA, FLORIDA 32514 WMNDLOAD SPECIFICATION OPTION CODE 0607 319033 P2 FLORIDA LICENSE NO. 57389 (850) 474-9890