Loading...
HomeMy WebLinkAboutRevision; Overhead Garage Door & Product CorrectionOFFICE USE ONLY: DATE FILED: `I I zo REVISION FEE: '4—I t;5.Vd LOCATION/SITE PERMIT # I i 1l — O 5 C J RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION _ 2300 VIRGINIA AVENUE ERECEIVED FORT PIERCE, FL 34982.5852 (772)462-1553 S 2C20 APPLICATION FOR BUILDING PERMIT REVISIOnty, Permitting PROJECT INFORMATION ADDRESS: mpf/l �!w CiNtjamon Oct)( AA CHV — . DETAILED DESCRIPTION OF PROJECT REVISIONS: avee �te�I� � CONTRACTOR INFORMATION: STATE of FL REGJCI BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): 0 #: OWNER/BUILDER INFORMATION: NAME: CITY: PHONE (DAYTME: STATE: ARCIIITECT/ENGENEER INFORMATION: NAME: _ ADDRESS: CITY: STATE: PHONE (DAYTIME): FAX: _ SLCCO P123109 Revised 06130117 ' 0o(L ST. LUCIE CO CERT. #: fF 2 O fX" FAX: "I ZIP: ZIP: FILE Copy FINE" M 13 CA HCRIZ ANGLE IT 13 CA FLAG ANGLE SHALL BE 11' x 17' CUTOUT, FASTENED NTH j0 X I' SMS 3X ALONG THE HORIZONTAL AND 2X 10 CA MIN HORIZ ALONG THE MRIICAL SEE DETAIL A ON SHEET 2 FOR ASSEMBLY DETAILS. 7RAq( 2 VINYL OR WOGG DOOR STOP NAILED A MAXIMUM S/IBxI-5/8' OF B' O.C. MUST OVERLAP TOP AND BOTH ENDS LAG SCREW (MN 3 OF PANELS MINIMUM 7/16' TO MEET NECA11W AS GROWN) PRESSURES, (41 1/4-20x9/16' LARGE EAD TRACK BOLTS OR 3, KEY I=, SIDE LOCK, OR OPERATOR REWIRED. 1/4-20 STUDS WITH 4. SECTION SWD. TO HAVE A MINIMUM 25 GA 1/4-20 REX NUTS THICKNE1 15 CA MN YFRT 3. THE DESIGN OF THE SUPPORTING STRUCTURAL TRACK ELEMENTS SHALL BE THE RESPONSBIUTY OF THE 1/4-20x9/18' TRACK PROFESSIONAL OF RECORD FOR THE SWUNNG M STRUCTURE NO IN BOLT AND 1/4-20 BUBDNC CODES FOR THELOADSSTET ON TCURRHIS NUT AT EACH Jo -US ORAVANG. JAMB BUCKET LOCATION & DOOR JAMS TO BE MINIMUM 24 STRUCTURAL CRUDE SOUTHERN FINE REFER TO JAMB 5/100-5/0' LAC CONNECTION SUPPLEMENT FOR ATTACHMENT TO SCREW AT EACH SUPPORTING STRUCTURE, JAMB BRACKET ]. FOR LOW HEM ROOM UFT CONDITIONS, TOP BRACKET SHAL BE A 13 CA LIST 7//4 TOPBRACKET WITH A MINIMUM OF /8 SELF DRILLING CRIMPTITE SCREWS IN UEU �OF THE BUCKET SHOWN ON THIS DRAWING. U-BAR ON TOP SECTION SHALL BE INSTALED ON TOP OF UHR {3 GA STIFENEO TOP BRACKETS. JAMB BRACKETS SEE SCIEIWUE FOR OUANITY, LO ATIIOON.. KEY LOCK OR SUDE LOCK ONE END (NOT REWIRED WIN OPERATOR -SEE NOTE 4). SUDE LOCK SHOWN FOR CLARITY DOOR SH (O .SEE SHESECMM EEETT 2 FOR U-BAR LOCAMONS ON DOORS WITH OTHER SECTION WANIITIES AND SEE NOTES 1 AND 2 THIS SHEET FOR 01A]Y1G OPTIONS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPP RTING STRUCTURE IDTH NEW UNIFORM LOAD EACH JAMB (PLF) e-0 +784.0 -20&O 9'-O' 1.ALL ALL +20].0 -2J4.0 $�.4cBHsF•�AS+ No.51737 1 O STATEOF ;Fy Digitally signed by John E. Scates P.E. Date: 2019.02.1810:53:45 -06'OW 13 CA ROLLER BRACKET WITH IN CENTER S.( TRACK BOLT d 20 GA CENTER ADD (2 1/4 14x7/B' SELF WHO CRIMPTITE =1 (INSIDE OF EACH END HINGE) 2' NYLON STCRMCARD ROLLER '1H 4-i 2' STEM, OPIONAL- it BALL EARNG NYLON ROLLER HIDE 16 CA END SRIE--� 14 GA BOTTOM $RACKET ATTACHED WITH (2) 1/4-14x7/8' SELF DRILLING I%4-14x8/8'' MPTITE ELF ORIANDUJNC L� RED SCREW I REVISIONS I MODIFIED NOTES TO ATE THAT LOUVERS ARE NOT IMPACT ESISTANT. INCREASED ESON PRESSURE TO +4&09 -52.00 PSF, E DOOR "T 8 29/0] 2 ADDED IMPACT ESSTANT GADNG. ADDED DETAIL A SHEET 2 FOR GLAZING ADDED MAX GLAZING DMENSION TO ORES SHEET 1. ADDED SCHEDULE JAMB BRACKETDOOR HEIGHT NO. OF SECTIONS 0. AC 8(N° wB -BRACKE73 MEASURED FROM BOTTOM OF TRACK (ALL OMINSOV3 t 2') 0-0 7 2 JB- S 10 GB -US 21-3 4 JS-US 29-3 4 -US 9 JB- 48 JB-US 5]-i 4 S 7- 7-6 4 7 1 JB- 10 ,D- JB-UB 21-3 4 JS-US 29-J i JB-US 42 JB-U9 32-i 2 JB-U9 0J-i 4 - 3 S 0 2 JB-US 10 JB-D$, 70-J 4 20-J 4 ,6- 3 - 45 -US 34-i 4 .EL-415 ]4-i - S (JS-US) FGLOWNO CMENSION DENOTES SLOTTED JAMS BRACKET.ATTACHED TO TRACK INTH 1/F20x9fi8' TRACK BOLT AND NUT AS SHOWN ABOVE ALL DOORS GREATER THAN 0' IN HEIGHT REWIRE USE OF. CONRNUGIS WALL ANGLE, SEE SUPPLEMENT TRACK CHART FOR DETAILS. FL TX Wayne Dalton_ GARAGE DOORS 0124-54 MODELS 8000/8100/8200 WINDLOAD SPECIFICATION OPTION CODE 1104 TITLE TITLE PER W b V 0 SHEET 1 OF 2 AWING PART NO. REV, 327013 P7 0. J LL ®R u AME SCREW LVA �fiR lm, SS) SECTIW DOORS Mint (10) 3 2tl GA 80 Ks U-BARS LOCATED AS SHOWN s7) sEcnaN ooans WTnI (9) 3 20 LOCATEO�iV' SNBO N CA 80 (5) SECTION DOORS NTH (e) 3' 20 CA 80 Ks U-BARS LOCATE AS SHOWN DOORS WITH K5 U-BARS W AS SHOWN 7H ARs 15) SECTION (7) 3 20 LCA OCATED (4) SECTION DOORS W1 (5) 3' 20 LOCATED AS SHOWN I3 GA AOAISTABLE TOP PIQURE PRBONATE PUCE 3' U-BAR OVER LOW HEADROOM BRACKET ATTACH THRU ENO STBE AT EACH END W TH (2) 1/4-14K7/8' SELF ORIWNO DETAIL A IMPACT VINDOW / ALUMINUM MANE WITH 3100� POLYCARBONATE (SENNOTE 21 CWNPTIM SCREWS. LOW HEADROOM MACK DETAIL B 18111///�z� NO.61731 0 +. STATE OF ,?U� JOIN E. SCAMS, PE 2500 KING ARTHUR BLVD A124-54 LEWISWLLE TX 75050 PAOPE590NAL R1aNO3T5 O.N. PAOM ONLY FOR PE 517�S7 w 11GARON OF MNULAAo D]Ns1RDEnox oeTuls TX PE 58308/F2203 Wayne IDalton., GARAGE DOORS OMSON OF OMHEAD DOOR CC 3395 ADDISON Dmw i PSF. ADDED M ISON TO 1. AWED TIRE BLOCK BLAZING TIRE BLOCK 2/12/19 MODELS 8000/8100/8200 1 SHEET 2 OF z DRAWING PART IID REV, WINDLOAD SPECIFICATION OPTION CODE 1104 327013 P7 II II I I I I II I I I I II b I I II FLORIDA ROOM I I I I a II I I I I I I I I I I I I I I BREAKFAST AZL I BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS < SKYLIGHTS: PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD BUILDING DESIGN PRESSURE EXPIR, DATE ALUATI G NG EMBED PRODUCT DESIGN RE A OVAL" GARAGE DOOR MODEL STEEL WAYNE DALTON. 5/16" x 15/8" LAG SCREWS +36.8 / -40.4 03/0I/2022 Large a Small Impact 800 SERIES EA. BRACKET +41L0 / -4-1.0 IS-0815.09 ENGINEER U TO 10' WIDE EXTERIOR FIBERGL Stormguard Fiberfil. MASONITE 010 x 2" WOOD SCREWS, 3/4" FROM CORNERS (SEE SPECS FOR +36.8 / -40.4 12/31/2020 MIAMI / DADE DOOR Sfde hinged (impact) SPEC AL GON ITIONS) +55.0 / -50.5 FL22378.4 PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD BUILDING DESIGN PRESSURE EXPIR, DATE TYPE, SIZE, SPACING t EMBEDMENT APPROVAL" EVALUATION AGENCY PRODUCT DESIGN PRESSURE ROOFING BERMUDA ENTEGRA 2 - IOd RING SHANK NAILS W/ OP POLYSET +I8.1 / -98.4 N/A (GONG. FLAT TILE) AHI60 ROOF TILE ADHESIVE AH-160 +/-124.01 F-LI804-R10 MIAMI /DADE (54 GRAM LARGE PADDY) STUCCO NA NA STUCCO ON MTL. LATH +25,4 / -40.4 NA MIAMI / DADE NA L_ LIVING ROOM EXISTING ]-STORY RESIIIIDENC � micro 'dhvr 1 E] U i i KITCHEN o o E) ' BUILDING DATA 4 DESIGN PRESSURE SCHEDULE PROJECT/NAME SOLORZANO RESIDENCE ARCHITECT M.A. CORSON t ADDRESS: ASSOCIATES, INC. ALL PRESSURES CALCULATED WITH THE FOLLOWING: I. WIND LOADS BASED ON F.$.G. 2011 (6TH EDJ 8. WALL ZONE (PSF): 4) +42.4 / -46.0 : ASC£ 1-10, AND N.E.G. 2014 5) +42.4 / -56.1 2. BUILDING DESIGNED AS: ENCLOSED OPEN 9. GARAGE DOOR (PSF): +36.8 / -40.4 3. MEAN BUILDING HEIGHT: 14 FT. ROOF PITCH: 6 /12 10, LOADS: FLOOR 60 PSF INTERNAL PRESSURE GOEFlCIENT +/- : 0,15 ROOF/DEAD 15 PSF ROOF LIVE 30 PSF 4. WIDTH OF END ZONE: 4' 11. SHEAR WALLS CONSIDERED FOR STRUCTURE? WIND SPEED: ALT. 170 MPH 3 SECOND GUST - YES X NO NOMINAL: 132 MPH 12, CONTINUOUS LOAD PATH PROVIDED? 5, BUILDING CLASSIFICATIbN TABLE 1-I. ASCE 1_ YES X NO F.B.C. TABLE 1604.5 13, ARE COMPONENT t CLADDING DETAILS PROVIDED? 6. EXPOSURE CATEGORY: C ADJUSTMENT FACTOR: 1.45 YES X NO 1. COMPONENTS d CLADDING WIND PRESSURE ON: 14, SOIL BEARING CAPACITY: 2500 Per ROOF ZONE (PSF): U +18.1 / -28.8 PRESUMPTIVE: BY TEST: X 2) +18.1 / -50.2 3) +18.1 / -98.4 15. TYPE CONSTRUCTION (TABLE 601) II$ *ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 S.F. EFFECTIVE WIND AREA) GENERAL ADDITION NOTES: -THE DETAILS CONTAINED PER THESE PLANS MAY NOT BE EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR). OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. -EXISTING CONDITIONS ON ADDITIONS/RENOVATIONS ARE TO BE VERIFIED BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) EXAMPLE: EXISTING SOFFIT MATERIALS, EXTERIOR FINISHES, TRIM MATERIALS, ROOFING MATERIALS, FASCIAS, ETC. *OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) IS RESPONSIBLE FOR PROVIDING AND VERIFYING DESIGN GUIDELINES AND RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD. •M,A. CORSON E ASSOC, INC- SHALL NOT BE LIABLE FOR ANY LOSS, DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES. -CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED. (OWNER, E OR CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS, EASEMENTS, LOT COVERAGES, ETC.) WALL LEGEND 0 HOLLOW E HATCHED - EXISTING WALL TO REMAIN SOLID = NEW WALLS DASHED = EXISTING WALL TO BE REMOVED 1 II II v II I I II I I II II II I I II I I I II I II II FOYER b LIVING ROOM ; POYER I I I I I I I FLORIDA ROOM I I I I I I q EXISTING II I�STORY II II I I I I I I I I RESIDENCE UTILITY _ _ _ _ _ _ _ UTILITY micro L.T. ®-------- L.T. 42Vri____ ____ 00 " I y Ih ll III ', Ih II III Ib l loll I Ike/ I 3 Imll 3 I II"1ol ll 2 CAR GARAGE KITCHEN 2 CAR GARAGE u a u u Z u << ; BREAKFAST <<_ ,; , L.R. L.R. _ _ _ _ o o DW _ _ _ _ D W m J(L i METER `aee b i i EXIST. A/C COND. I i U I REMpVE EXIST. DOOR i 3'x M f0ffop,c), CONIV��III �III�VIIII II�A' III III �� }}}���jjj������\\\ '���� JS O JS ���� ��15 .75� D OO®®a0STOOP '� I / i 4' 4" Icic1- ovs- ,41zo REVISION FILE COPY 221311 tigII-©5q JUL U 8 2020 ST. Lucie County, Perrr i 2 0 w an zv b S � 07 m z o 6I>y 6 0 Q Q N O, W m � �U? 0 � ✓ z a • 0 z m m m z o W= '0 m w w O N Q • v 4 z V Ww 4 ^ v •w:� a N PCO � M CIStPS N O Ps ^ 0 � O O vv�y • Fil 5• 1�1 DATE : 11/22/113 DRAWN BY : p• me CIIFCEED : me REVISIONS : 1 3/2l/20 GAR- DR. 2 1/03/20 GAR. DR.