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HomeMy WebLinkAboutApproved PlansMIN. J` 15,ACI REE. FRONT} SIDES CNR SIDE 1 �' REAR-- (ZNG. R 1� A N oOi'E 00 FWAR 19PA CONC =CONCRETE A/C = AIR CONDITIONER EQ. = EQUIPMENT D= DELTA R = RADIUS L = LENGTH LB = LICENSED BUS/NESS HOUNDARK SURVEK LEGAL DESCRIPTION. LOT 62, PLAT OF POD 26 AT THE RESERVE - PHASE 11 CYPRESS POINT, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 38, PAGE 2A THROUGH 2C INCLUSIVE, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEYOR'S NOTES. 1. NO ATTEMPT WAS MADE BY THIS FIRM 70 LOCATE UNDERGROUND UTILITIES ON/OR ADJACENT TO THIS SITE. THE APPROXIMATE LOCATION OF ALL UTILITIES SHOWN HEREON WERE TAKEN FROM AS -BUILT DRAWINGS AND/OR ON-SITE LOCATION AND SHOULD BE VERIFIED BEFORE CONSTRUCTION 2. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF BUILDINGS OR FENCES ON OR ADJACENT TO THIS SITE. 3. LANDS SHOWN HEREON WERE SURVEYED WITHOUT BENEFIT OF TITLE SEARCH. 4. BEARINGS SHOWN HEREON REFER TO AN ASSUMED MERIDIAN OF 516,08,07E ALONG THE THE CENTERLINE OF LINI(S WAY 5. LEGAL DESCRIPTION FURNISHED BY CLIENT. 6. SI7E AREA: 13927.98 SQUARE FEET OR 0.32 ACRES MORE OR LESS. 7. ?HIS SITE LIES IN FLOOD ZONE V AS SCALED AND INTERPOLATED FROM FEMA MAP PANEL NO. 12111C-0260-✓, DATED: FEBRUARY 16, 2012. 8. LIMITS OF JURISDICTIONAL WETLANDS, DITCHES, DRAINAGE WAYS, WATER FLOWS, AND/OR BODIES OF WATER, IF ANY, ARE NOT DETERMINED BY THIS SURVEY. CLIENT IS ADVISED TO CONTACT APPROPRIATE GOVERNING AGENCIES FOR POSSIBLE LIMITS OF JURISDICTION. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. BEARINGS, ANGLES AND DISTANCES SHOWN HEREON ARE BASED ON PLAT, UNLESS OTHERWISE SHOWN 11. OWNERSHIP OF FENCES SHOWN HEREON, IF ANY, IS NOT ADDRESSED BY THIS SURVEY. SURVEYOR'S CERTIFICATION SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AAID THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED S'UR OR AND MAPPER ROBERT XLObMSTER ✓ . PROFESSIONAL LAND SORVEYOR NO. 4134 STATE OF FLORIDA BLOOM►STA PROFESSIONAL LAND SURVEYORS, INC. L.B. #6018 641 NORTHEAST SPENCER STREET JENSEN BEACH, FLORIDA 34957 PHONE 772-334-0868 SNLLI 1 Ur 1 DRAWN BY: DPK SCALE: 1 = 10' FIELD WORK COMPLETED: 1-5-2017 FIELD BOOK: SKETCH JOB NO. 13847 REVISIONS DATE: DESCRIPTION: BY: PREPA RED FOR: SCO 7-7- & HEA THER JABA S 7923 LINKS WA Y POR T S T L UCIE, ST L UCIE COUN TY, FL ORIDA GENERALNOTES 1. Construction shall follow "Florida Building Code" 2014 5th Edition with All Amendments. 2. The Contractor, Subcontractor, Supplier, etc. Shall verify all dimensions, conditions at job site, plans, specifications, etc. 3. All written dimensions on these drawing take precedence over scaled dimensions. 4. Structural features not detailed on plans will be addressed by the Engineer as construction progresses. STRUCTURAL NOTES 1. Design loads in accordance with FBC Chap, 16 2. Soil bearing capacity : 2500 PSF 3. All structural concrete shall have a minimum compressive strength of 3000 PSI at 28 days. 4. Slab/Footings to be concrete with a minimum 2500 PSI compressive strength at 28 days, unless otherwise noted on plans. See plans for size and steel requirements. 5. Minimum concrete protection for reinforcing bars: Footings: 3", Beams: 1-'/2", Suspended Slabs: 1" 6. Lap all reinforcing steel a minimum of 48 bar diameters. Grade 60 steel minimum in beams and columns. 7. All lumber in contact with masonry or concrete shall be pressure treated. 8. Splitting or cracking of structural components due to installation of hardware is NOT permitted. 9. Unless otherwise noted, the installation of specialized hardware shall conform to the manufacturer's instructions and standard practice. 10. Bearing points of trusses shall have vertical studs in a number equal to the number of plies of the bearing member when the bearing member is 2 or more plies unless noted. 11. Roof sheathing to be nailed with 8d Galv. ringshank (.013" dia.) nails or equal 4"oc edges and 6"oc field. 12. Unless otherwise noted for exterior walls, exterior plywood sheathing and interior drywall is to be nailed with 1 Od or better nails 6"oc edges and 8"oc field, or screwed with drywall screws 1.5 inches long & 0.131 inches in diameter. 13. Attach window bucks per product approvals on page "PA -2" ,"PA -4", "PA -5" & "S-1" Details. Attach garage door bucks 2X8 PT min. with '/2" diameter 6" embedment wedge bolts 24" oc. 14. Frame to masonry segment connections; 2X4PT minimum to masonry with 1/2" diameter 6" embedment wedge bolts, 1 at top and bottom, 24" oc thereafter. Project Information & Design Criteria Building Code: FBG 2014 5th Edition w/AII Amendenments Project Name: Project Address: ype of onstruction: , " Frame Building Designed: 1 Enclosed 1 Open Partially Enclosed Wind Speed (3 Sec. ust): 160 M.P.H. 170 M.P.H. --Exposure: B _ Internal Pressure Coefficient: +/- 0.18 Importance Factor: 1.0 Mean Building Height: 20'3" ft. Exposure Coefficient: Overhang 2'0" ft. Roof Pitch: 5.5/12 Components & Cladding Wind Pressure: 00 ea oa hrng i e eta es Framed Floor Live Load NA P.S.F. Dead Load NA P.S.F. Shutters: Yes No Impact Resistant Assembly: I Yes I — No Design Pressure Garage Door: + 6 -28,5 AII Other Openings: N/A 7 OPENING PROTECTION. NEW GARAGE DOOR IS A MIAMI DADE COUNTY CERTIFIED PRODUCT. PLEASE REFER TO PAGE "PA -1" FOR PRODUCT APPROVAL. DRIVING DIRECTIONS (REFER TO MAP BELOW): 1. RESERVE BLVD TO LEGENDS DRIVE 2. AT FIRST STOP SIGN TURN LEFT AT PLANTATION LAKES DRIVE 3. TURN RIGHT AT FIRST STREET (LINKS AVE) 4. HOUSE IS ON THE CORNER OF LINKS AVE & CROSBY PLACE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE OwallGTAR AF WX Drawinq List Sheet Number Sheet Name THESE PLANS AND XLL PHOPOSED WO"nK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY -FIELD INSPECTORS THAr :,INAY BE NECESSARWN ORDER TC MPL #o AI,L 4ppIUCABLE CODES, 5 C Lt1C � -Ot N1 *RiII]LnNG ]DIVISION RtVrPWED FOR CO, REVIEWED JCE DATE PLANS AND PERNUT MIDST BE KEPT ON OR NO INSPECTION WILT, BE MADE, A-1 Cover Sheet, General Notes, Project Info & Location Map A-2 Floor Plan Existing & Demo A-3 Existing Elevations A-4 Elevations - Demo & New E-1 Electrical Plan PA-1Garage Door Product Approval '4 J' J' Q. 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AT VERTICAL SIDES OF OPENING & 2"X4" ACCROSS TOP FASTEN TO BLOCK WITH 1/2"X6" REDHEADS WITH MIN. 2" DIAMETER X 1/8" WASHER (TYR) SPACING AS NOTED DOOR SIDES=12" FROM ENDS & 24" o,c. MAXIMUM AT MIDDLE GARAGE DOOR BUCK ATTACHMENT DETAIL N.T.S. _ 3/4" = 1'-0" #5 REBAR CONTINUOS 8„ #3 TIES 8" O.C. RQRD, ATTACH REBAR TO ADJACENT COLUMNS V-41- WITH 4"WITH 90 DEGREE HOOKS (MIN. 48 DIA.LAP.) (2) #7 REBAR �3 GARAGE DOOR HEADER DETAIL (N.T,S.) 10 EXISTING ROOF First Floor h A WALL SECTION NEW GARAGE DOOR 1/2" = 1'-0" F EXISTING BREAKER F RELOCATED (SEE NE PAGE FOR EXACT LC NEW OPENING IN CM WALL TO BE CREATE n 22'- 0" FPL METER LOCATION �I. -5 s - Q! o LO E� N0 Lu t D N al p. 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BY CONTRACTOR ^- ALL MOTORS/PUMPS TO BE INSTALLED OFJ VIBRATION DAMPENERS - BATHROOM LIGHT FIXTURES TBD BY CONTRACTOR ON SITE RECESSED LAMPS TO BE MINIMUM 650 LUMENS 1 First Floor Electrical QJ 1/4" —=V-0" NEW BREAKER PANEL LOCATION EXISTING BREAKER PANEL LOCATION FPL METER LOCATION & MAIN SHUT OFF FOR ELECTRICAL PANEL J Q J W U ° [I W Lu F- �z MZmi< n�W 0 O QJ v)a)CDLK0z~— �U°Q-�ZWa-'SZJ LLJ ZW,;g -LU u)u) L)�gZc�°elm-�5g a ¢Z-j3'4:l-aZ=za >O —z�L) 0--J)-Wf a Qd=0�LU s��°Z=� rt z LU OC)°W<OLN LU J Z~Wpo=21Z-ZWw� U (DZ> OF- w0I.-w-`woww LLj � ..cn~ alwXF) W- °Z��,2:U1'i-wwzm 6om20x>-xo0o UF-MOF-m-wo �UZW�)u)>Oa°U IW- U-LLow<w-< =WW Q OVaW>.am�o=o ° zu)x¢ `-WZa~on. oui(n LYOQ03: 0 cl� OLuz�°aH Lu~OLL-O(DWx WL- I-QLLJZ- LU LL LL.OU a)< Z:LUa-O > Z 0 a-F-Zav-jIQaO_ Z - ZWa:ZQQXWP: (DmO2c) �U)OzUmwuwdQ WC)C) C)(YWzxx 0- Z—Uj Z1 F- °0-�tQ�2;�U�IL U) Z z LU =Luz :1 "jOgo J 1-x<2U�U°2tYU U Ln 0 -- 00 LO 0 ry UN U U J J 0 U z 0 F- C.) 00 0) F- M U) Z LLL U > 'v as � ui ry cn U) > a°. 12/27/20161:31:40 PM E-1 Sca ll e 1/411= 11-010 SWITCH 3 WAY SWITCH CEILING FAN PRE -WIRE 3 FIXTURE OPTIONAL 4 a WAY SWITCH �o DIMMER SWITCH B' FLOURECENT LIGHT WALL SCONCE DUPLEX RECEPTICAL ENCLOSED FLOUR. LIGHT SWITCHED RECEPTICAL c=== UNDER CABINET LIGHT (b 220V RECEPTICAL Z PHONE OUTLET FLOOD LIGHTS vP RECESSED VAPOR PROOF LIGHT n DOOR CHIME 0 RECESSED LIGHT C7 PUSH BUTTON (Q� THERMOSTAT EXHAUST FAN sD SMOKE DETECTOR yI{ Y WALL MOUNTED LIGHT C CABLE OUTLET SURFACE MOUNTED LIGHT Fn. FAN & LIGHT UNIT ELECTRICAL NOTES: RECEPTICALS IN BATH ARE ARE TO BE 46" A.F.F. PROVIDE ARC FAULT PROTECTION IN ALL SLEEPING ROOMS T.V. & PHONE JACK PRECISE LOCATIONS T.B.D. BY CONTRACTOR ^- ALL MOTORS/PUMPS TO BE INSTALLED OFJ VIBRATION DAMPENERS - BATHROOM LIGHT FIXTURES TBD BY CONTRACTOR ON SITE RECESSED LAMPS TO BE MINIMUM 650 LUMENS 1 First Floor Electrical QJ 1/4" —=V-0" NEW BREAKER PANEL LOCATION EXISTING BREAKER PANEL LOCATION FPL METER LOCATION & MAIN SHUT OFF FOR ELECTRICAL PANEL J Q J W U ° [I W Lu F- �z MZmi< n�W 0 O QJ v)a)CDLK0z~— �U°Q-�ZWa-'SZJ LLJ ZW,;g -LU u)u) L)�gZc�°elm-�5g a ¢Z-j3'4:l-aZ=za >O —z�L) 0--J)-Wf a Qd=0�LU s��°Z=� rt z LU OC)°W<OLN LU J Z~Wpo=21Z-ZWw� U (DZ> OF- w0I.-w-`woww LLj � ..cn~ alwXF) W- °Z��,2:U1'i-wwzm 6om20x>-xo0o UF-MOF-m-wo �UZW�)u)>Oa°U IW- U-LLow<w-< =WW Q OVaW>.am�o=o ° zu)x¢ `-WZa~on. oui(n LYOQ03: 0 cl� OLuz�°aH Lu~OLL-O(DWx WL- I-QLLJZ- LU LL LL.OU a)< Z:LUa-O > Z 0 a-F-Zav-jIQaO_ Z - ZWa:ZQQXWP: (DmO2c) �U)OzUmwuwdQ WC)C) C)(YWzxx 0- Z—Uj Z1 F- °0-�tQ�2;�U�IL U) Z z LU =Luz :1 "jOgo J 1-x<2U�U°2tYU U Ln 0 -- 00 LO 0 ry UN U U J J 0 U z 0 F- C.) 00 0) F- M U) Z LLL U > 'v as � ui ry cn U) > a°. 12/27/20161:31:40 PM E-1 Sca ll e 1/411= 11-010 FOR CONNECTION OF WOOD BUCK TOMASONRY SEE NOTE ON SHEET 4 SOUTHERN PIN£ 0.55 S.G. " ' OG D: STf 1 1 1/2" MIN, 1 .. i -J/18" I 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING MIAMI•DADE MIAMI-DADE COUNTY 4 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv DAB Door Company, Inc. 12195 NW 98"a Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 914" Wide w/ Window Lite Option (DP +50.0,-60.0 PSI) APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", sheets I through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 NDA. 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 renews NOA # 15-0317.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 16-0330.02 HIAM1•DAOI Expiration cauNTr Date: August 9, 2021 Approval Date: June 23, 2016 ITIPO/� Pagel STEEL TRACK BRACKET FASTENED SOLID BRASS QO9$ VI&M TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-5/8- LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) ONE PER BRACKET POSITIONED AT EYE LEVEL OPTIONAL STOP MOULDING BY ODOR INSTALLER ;114 X 5/8" SMS 3/4' X 2" X 2-1/2" X 18 GA. STEEL 6 PER HINGE END STILE. CONNECT TO PANELS WITH 1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE END STILE WITH 3/16" POP RIVErS a 12' 04. 1-7/8" X 2-5/8" X .045' STEEL CENTER STILE, GLUED AND RIVETED ITO PANEL W/ (4) 3/16' RIVETS POP RNEfS-/7,� 1 r 014 X 5/8' S.M.S. / \ 4/ HINGE / / 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT STEEL TRACK 14 GA. X 2-1/8" X 1" (STANDARD) 12 GA X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/a' TRUSS NO, SLOTTED M.S. a LOCK NUT DOOR HEIGHT CONSISTS OF 6'-6' 2 SECTIONS 18" 2 SECTIONS 21" W-96 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21' - -3" - - '-6' 5 SECTIONS le' - T-9' 4 SECTIONS 18" 1 SECTION 21 8' 3 SECTIONS 18" 2 SECTIONS 21" W�OZ ==W23:0ZOZIlIa. 2 SECTIONS 18" 3 SECTIONS 21" 8'-6" 1 SECTION 18' 4 SECTIONS 21" W-9" 5 SECTIONS 21-1- a. 6 SECTIONS 18" - 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9'-6" 4 SECTIONS 18. 2 SECTIONS 21" 9'-9' J SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 1S" 4 SECTIONS 21' 10'-3' 1 SECTION 18' 5 SECTIONS 21" 101-6' 6 SECTIONS 21" - 10'-9" 6 SECTIONS 18' 1 SECTION 21" 11' 5 SECTIONS 19" 2 SECTIONS 21" 11'-3" 4 SECTIONS 18" 3 SECTIONS 21' 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" 11'-9" 2 SECTIONS le 5 SECTIONS 21" 12 1 SECTIONS 18" 6 SECTIONS 21- 12'-3" 7 SECTIONS 21" - 12'-e' 6 SECTIONS 18" 2 SECTIONS 21" 12, -Sl 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13'-3" 3 SECTIONS 18' 5 SECTIONS 21' 13'-8' 2 SECTIONS 18' 6 SECTIONS 21- 131-9* 1 SECTION 18" 7 SECTIONS 21`- 14' 8 SECTIONS 21 14'-3' 6 SECTIONS 16" 3 SECTIONS 21- 14'-6' 5 SECTIONS 1a" 4 SECTIONS 21" 14'-9' 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21" 15'-3' 2 SECTIONS Ie 7 SECTIONS 21" 15'-6" 1 SECTION 18' 8 SECTIONS 21" 16'-9 9 SECTIONS 21" - 1W 6 SECTIONS 18' 4 SECTIONS 21- 7-1/2" X 3' X .071" GALV. STEEL END ROLLER HINGE W/ (6) #14 X 5/8" SMS ®-- `\\ WITHOUT DELRON SLEEVE (STD) WITH DELRON SLEEVE (OPTIONAL) \\ ei 81 1 -- _ I 6 I ,• �� I 7-1/2" X 2-1/4" X .071" , \` e GALV. STEEL CENTER HINGE 1 W/ (4) #14 X 5/8" SMS `��� \ WITH DELRON SLEEVE (OPTIONAL) _ 8 `. LOCK 2/ DOOR rn 1 1 1" W X .15' THK. LATCH i 1 t 1 STANDARD LOCK T\ SPRING LOADED SLIDE BOLT (BOTH SIDES) \\ FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE` DOORS 155 DIA. GALV. AIRCRAFT TYPE BLE NICO -PRESS SLEEVE W/�8 MIN. 5 TO 1 SAFETY FACTOR I 1 cam. i 6"X3"x0.1' STEEL PLATE WITH (2) #14 X 5/8" SMS mo• TOP FIXTURE 5-1/2' X 2-3/4" X 0.1" V STEEL PLATE WITH ONE 5/16-18 MS W/ NUT •, `, FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER (6) #14 X 3/4' SELF DRILLING SCREWS TOBE INSTALLED AT CENTER STILE Z F CENTER STILE 0 1..h y A Q 6 Z- - - -- OPTIONAL VENT (3) 5" WIDE AT 7' O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. oflIL o O pnaa Q o 00 L6 a 0 Qwmi y I F a A ANCHORS AT TRACK BRACKET: O C) HO BRACKET BRACKET INSIDE ELEVATION 0LU Lj M \- 3/16" ALUM RIVETS 3/6' HLC SLEEVE BY STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR �L _ 6��I 1��4 8) 3111!,' TIO- HLC SLEEVE nV "HRLTr W�OZ ==W23:0ZOZIlIa. V' _ DOOR OPTION .�-CO00 1 " 0 q W g V) rn o i 7-7/8" X 3-1/8" X .010" 1��4 c I►��I 1-1 L^ STEEL PLATE DAB DOORS INC. Ci N C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN. �A 1 WITH (4) #14 X 3/4' SDS Hurricane Master® Model 824/811 � w 348- POWER -BOLT BY 'POWERT Z_ZWZ��=0.0 (9-02(0 LUox (10 wU CONIC. Max. Size 9'-4" X 16'-0" High RILNG CREWS MAY 8E USED With Window Lite Option 9 OF Z a m 1_7 ,318" SLEEVE -ALL BY SIMP50N5 CONC. END STILE N1 LIEU #S4LX 5/8- SMS 1/2' PUNCH ® 4HOOLECS 0 c m i DESIGN PRESSURE RATING m + 50.0 PSF THIS PRODUCT IS RATEO FOR LARGE MISSILE IMPACT WOOD BU 00Y 0 li. 1 � � C J � J I QW O OPTIONAL VENT (3) 5" WIDE AT 7' O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. oflIL o O pnaa Q o 00 L6 a 0 Qwmi y I F L- A --- a 036 OPTIONAL FLUSH FACE = ^ Z COLONIAL DESIGN WOOD GRAIN DESIGN N N 'H 13 -SP� a Do ANCHORS AT TRACK BRACKET: O C) HO BRACKET BRACKET INSIDE ELEVATION 0LU Lj M \- 3/16" ALUM RIVETS 3/6' HLC SLEEVE BY STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR UE Z ± 8) 3111!,' TIO- HLC SLEEVE nV "HRLTr W�OZ ==W23:0ZOZIlIa. ZF�-vi Z DOOR OPTION .�-CO00 1 " 0 q W g V) rn o i L- A --- a 036 OPTIONAL FLUSH FACE = ^ Z COLONIAL DESIGN WOOD GRAIN DESIGN N N 'H 13 -SP� LOCK BAR GUIDES 6 .0 PSF gI /I L INSTALLED ON END STILE wrrk (4) #14 X 5/8" SMS �EI�E ,AL NOTES PRODUCT RENEWED ascomplying with the Florida 18T X .6W LOCK BAR L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Building Code ENGAGES IN TRACK REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING NOA-No. 18-0330.02 ON EACH SIDE OF DOOR HIGH VELOCITY HURRICANE ZONE (HVHZ), %%1 11 111 S Q 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Expiration 08/09/2021 ` N11 ASI A OUTSIDE KEYED LUCK PTIONALi ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL �i LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. Nilam D d Product Control ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. _ 0384 t 1,. y g LOCKS SHOWN ABOVE 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 1'7 i • A* ''y * THESE DETAILS ARE NOT PART OF THIS APPROVAL ` 5. A LOAD OURA71ON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY., 101 ng no. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA - '� ORIp�"' ,`' �-09 BUIL I G CODE, ASTM 0, TAS 901 k TAS -203 FOR HVHZ AND ��i �►R�1-�� �` Ih1111 11ASTM11 0! M ANCHORS AT TRACK BRACKET: - 24 GA. STEEL PANEL_` BRACKET BRACKET INSIDE ELEVATION STEEL FASTENED TO FA FA STRUCTURE I \- 3/16" ALUM RIVETS 3/6' HLC SLEEVE BY STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR UE Z ± 8) 3111!,' TIO- HLC SLEEVE nV "HRLTr W�OZ ==W23:0ZOZIlIa. 0 DOOR OPTION .�-CO00 1 " 0 q W g u 7-7/8" X 3-1/8" X .010" FLAPS BENT OVER PANEL c a IEo 1-1 L^ STEEL PLATE DAB DOORS INC. Ci N C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN. FILLED BLOCK 1 WITH (4) #14 X 3/4' SDS Hurricane Master® Model 824/811 e" i 348- POWER -BOLT BY 'POWERT Z_ZWZ��=0.0 (9-02(0 LUox (10 wU CONIC. Max. Size 9'-4" X 16'-0" High RILNG CREWS MAY 8E USED With Window Lite Option 9 OF Z a m 1_7 ,318" SLEEVE -ALL BY SIMP50N5 CONC. END STILE N1 LIEU #S4LX 5/8- SMS 1/2' PUNCH ® 4HOOLECS 0 c m i DESIGN PRESSURE RATING m + 50.0 PSF THIS PRODUCT IS RATEO FOR LARGE MISSILE IMPACT WOOD BU 00Y 0 li. LOCK BAR GUIDES 6 .0 PSF gI /I L INSTALLED ON END STILE wrrk (4) #14 X 5/8" SMS �EI�E ,AL NOTES PRODUCT RENEWED ascomplying with the Florida 18T X .6W LOCK BAR L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Building Code ENGAGES IN TRACK REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING NOA-No. 18-0330.02 ON EACH SIDE OF DOOR HIGH VELOCITY HURRICANE ZONE (HVHZ), %%1 11 111 S Q 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Expiration 08/09/2021 ` N11 ASI A OUTSIDE KEYED LUCK PTIONALi ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL �i LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. Nilam D d Product Control ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. _ 0384 t 1,. y g LOCKS SHOWN ABOVE 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 1'7 i • A* ''y * THESE DETAILS ARE NOT PART OF THIS APPROVAL ` 5. A LOAD OURA71ON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY., 101 ng no. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA - '� ORIp�"' ,`' �-09 BUIL I G CODE, ASTM 0, TAS 901 k TAS -203 FOR HVHZ AND ��i �►R�1-�� �` Ih1111 11ASTM11 0! M ANCHORS AT TRACK BRACKET: - 24 GA. STEEL PANEL_` M STEEL FASTENED TO FA FA STRUCTURE I \- 3/16" ALUM RIVETS 3/6' HLC SLEEVE BY i UE Z ± 8) 3111!,' TIO- HLC SLEEVE nV "HRLTr W�OZ ==W23:0ZOZIlIa. 0 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK .�-CO00 1 " 0 q W g u 1-1/2" MIN. GE DIST. FLAPS BENT OVER PANEL Q ,'E GNC. 1-1 o CONCRETE Yc 3000 PSI MIN. Ci N C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN. FILLED BLOCK 1 4 ItoW e" i 348- POWER -BOLT BY 'POWERT Z_ZWZ��=0.0 (9-02(0 LUox (10 wU CONIC. �Z Xw-azw WRS50 w-LiZl- 0 O(nU,i (1) 0 Z " 1_7 ,318" SLEEVE -ALL BY SIMP50N5 CONC. 1- 1/2' PUNCH ® 4HOOLECS 0 c m O WOOD BU 00Y 0 li. 1 � � C J � J I QW O U 1r �a01�� O UCD D 0/�0 � tJ I 'A: ' :a...-til,-3/16f�• 1 -END SnLE 0! OD ANCHORS AT TRACK BRACKET: 0 2-1/8" X 1' GALV( A) -1/2' DLA. .POWER -BOLT BY 'POWERS STEEL FASTENED TO FA FA STRUCTURE I V MW, EMBED INTO CONCRETE W 3/6' HLC SLEEVE BY 1-7/a" MIN, EDGE DISTANCE UE Z ± 8) 3111!,' TIO- HLC SLEEVE nV "HRLTr W�OZ ==W23:0ZOZIlIa. InH Z o 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK .�-CO00 t 1-5/8" X MIN, EDGE DISTANCE INTO CONCRETE Z u 4" MIN. EDGE DISTANCE INTO FILLED BLOCK 3 8" DYNABOLT BY OO .SQA H GNC. 1-1 2 CONCRETE Yc 3000 PSI MIN. U1 N C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN. FILLED BLOCK m N 2 e" i ANCHOR TYPE A OR 8 (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING i U U L `1/4-20 SS SOLT k NUT Colo ? �I o o S 7-1/2' X .071" GALV. STEEL CENTER HINGE 7-1/20 X 3" X 071" SECTION 8-8 END ROLLER HINGE \ 1 1 11 Ieitfll � e INTERIOR SIDE 1.82" DIA x .50' STEEL ROLLERS (sTD.)) PRODUCT RENEWEDuc�i,sF' ;'Q��� 4 1.82" CIA. X .50' NYLON ROLLERS (OPTIONAL3 as complying with the Florida (( Building 6Coodde 2,75" DIA. X ,50" STEEL ROLLERS OPTIONAL a 70892 ; �° Z 2.7$" DIA. X •50" NYLON ROLLERS (OPTIONAL) NOA-No, 18-0330.02 WITH 6" STEM Expiration 08/09/2021 - ��8 OF drawing no. By ' Miaa e Product Control ��,� I oRiO!;.' ��``\ 01 -09 ®®REAL IrlTlit111 - _ er_ea of 5 3 C FORMEREINFORCEMENT IN. 1/2' X 1-3/4' X .058" DG >PB x 1. FORMED STEEL IM DIST. SELF DRILLING SCREWS �Y OR is X 1" ^\ 3/16"'RNEX' STEEL RIVETS SELF DRILLING SCREWS' sa N m MULTIGRIP W/ DOME HEAD OR AT 48" O.C. 'RIVEX' STEEL RIVETS MULTIGRM W/ DOME HEAD r' REINFORCEMENT AT 48" O,C. 1/20 X 1-3/+'ED STEEL X N 1/4" DW LAG SCREWS 1/4' DIA. IAO SCREWS FOZED + + AT 6" FROM ENDS WO AT 6" FROM ENDS iiia AXC LLQ AND 19. O.C. M. W000 BU I 1 AND 19" O.C. MAX. C W'STRIP ADAPTER V m g 1 ALUMINUM STEEL ADAPTER OC @ 08 1 RU98ER W'STRIPPING RUBBER W'STRIPPINO O al t; IF 050 .534 a .040 J 3 •��---.f j 348 ,.750 BOTTOM SEAL OPTIONS I I OPTION 'A° U opnON 18' WOOD BUCK CONNECTION M WDOQ SUBSTRATE (WOOD SPECIFIC GRAVITY SG -0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES, IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AN) APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16- X1.-5/8' LAG SCREWS AT 12' 0,0. . A rSSURE TREATED 2X6 Sr WOOD JAMBS WHICH SHALL BE ANCHORED TO JUTTED REINFORCED MASONRY BLOCK WALL OR CONIC. COLUMN WITH I" ULTRACON BY 'ELCO' WITH SPACING OF O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1/2" MIN. EDGE DISTANCE 1-1/2• I" TAPPER BY 'POWERS' WITH SPACING OF D.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED O.C. INTO 3000 PSI CONCRETE, WITH ,-3/4" MIN. EMBED 1/16" X 2-1/2 MIN, EDGE DISTANCE - FILLET VIEWS 1" CONFLEX BY 'ELCO' OR AT 12" O.C. MAX. I' LOT BY 'rTW' WITH SPACING OF D.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED MIN. EDGE DISTANCE CONrNUOLJS ANCLE TRACK I" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD RUCK O.C. INTO GROUT FILLED BLOCK WALL, WIN 1-1/4' MIN. EMBED, 4' MIN. EDGE DIST. O,C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 1/2" MIN, EDGE DISTANCE EPARATiON OF JAMBS BY OTHERS I NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY .OUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED DOOR SYSTEM. DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF CORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY .MNG OFFICIAL UPON INSPECTION. :IMUM EXTERIOR(+) LOAD PER JAMB - (9.33' X 50 PSF)/2 - 233.3 Lba per Ft. '.IMUM INTERIOR(-) LOAD PER JAMB - (9.33' X 60 PSF)/2 - 279.9 Lbs per Ft. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM \ rl 5/16' GIA. MOLTS WITH WASHER &NUT AT 12" O.C. MAX. CONCRETE ANCHOR SPACING 1-1/4- X 2-1/2- X 14 CA 1-1/2" CONT. STEEL ANGLE 1-,/2" 12 GA CAM STEEL FLAT BRACKETS #3" LONG 2-1/8" X 1' GALV( ANCHORS STEEL FASTENED TO FA FA STRUCTURE I EMBED ISPACACIEDGE DIST. 3/6' HLC SLEEVE BY 11" CONIC. 11-1/4" 11141111111011 -01111111% IAiam Product Control (na p I W�OZ ==W23:0ZOZIlIa. 3 8" HLC SLEEVE BY NIL ' FL BLOCK 1-1 4" " ' 3 8" DYNABOLT BY ITW GNC. 1-1 2 e" 2° 3 8 OYNABOLT BY ITW FILLED BLOCK 1-1 2 e" 2-1 4 348- POWER -BOLT BY 'POWERT Z_ZWZ��=0.0 (9-02(0 LUox (10 wU CONIC. �Z Xw-azw WRS50 w-LiZl- 0 O(nU,i (1) 0 Z 8" 1_7 ,318" SLEEVE -ALL BY SIMP50N5 CONC. 1- Y 1 -7/8 - 8 CONCRETE 1'c = 3000 PSI NOW 0-90 GROUT FILLED BLOCK fm - 2000 PSI MIN, PRODUCT RENEWED \ 1-1/4- X 2-1/2- X 14 CA 1-1/2" CONT. STEEL ANGLE 1-,/2" 12 GA CAM STEEL FLAT BRACKETS #3" LONG 2-1/8" X 1' GALV( AT 12" O.C. IN DOOR OPNG. STEEL FASTENED TO FA FA AT 16" O.C. ABOVE DOOR OPNG. (21 1/.h CONNECTED TO CONT. ANGLE SLOTTED M.S. W/ (3) SPOT WELDS AT EACH SIDE REVERSE TRACK CONTINUOUS IG..STEEL TO CONCRETE &TERIMIE TRACK INSTALLATION ANGLE TRACK AND FILLED BLOCK PRODUCT RENEWED \ ee comp ng with the Florida LU Building Code 4a1 M NOA-No. 16-0330.02 Q Expirstlon M08109/2021 U. - ZImo BY - y ' 11141111111011 -01111111% IAiam Product Control (na p I GA. HD. X m 0 LU �Z Z:2O�W �LU (�mcoWOZ� 4a1 M W Q W= LM�[:� WJ F-F-Wtucng'F:WO(ow ZZ LU U. 0�g Ouiog �0._f- OOw00. ZImo Z�`'..�c<. WzF-WO 0UJZ�IyVja^I��Z -00 V 1W�•.LY (na p I W�OZ ==W23:0ZOZIlIa. Of 03<20 L'i W O z C] S In UJ--F-WZ�LLC1QWaZLL J U (,Z>M--~ZUI'r(W= 4 � ' a I drawing no. V' 01-09 , T _I `' V/ �I E N E Q t : 4U II �•-� I CV ZIP N N 4 IN Z J Q J co Lli J LLI LU �Z Z:2O�W �LU (�mcoWOZ� 4V�zpCQ Jzwa-ZV W= LM�[:� WJ F-F-Wtucng'F:WO(ow ZZ LU 0�g Ouiog �0._f- OOw00. a 7 0> Z�`'..�c<. WzF-WO 0UJZ�IyVja^I��Z 1W�•.LY p0., W�OZ ==W23:0ZOZIlIa. 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