Loading...
HomeMy WebLinkAboutRevisions; Closed in GarageOFFICE USE ONLY: DATE FILED: ] �' of REVISION FEE: LOCATION/SITE PERMIT # 6C) LJ ^ 0- RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVI S EN PROJECT INFORMATION ISION DETAILED DESCRIPTION OF PROJECT REVISIONS CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: OWNER/BUILDER INFORMATION: NAME: 6l e n h M VSe ST. LUCIE CO CERT. #: FAX: ADDRESS: 56n I M j c(\q ('I'rCIR CITY: -PO rl 3L Uwe- STATE: PHONE (DAYTIME: '7 7d Y 18- 383-1 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 STATE: ZIP: ZIP: 3 Mo 7 ZIP: BASE RAIL ANCHORAGE. Oi SET —BACKS, FINISH FLOOR 2. THIS STRUCTURE IS DESIGI LOAD OF THE STRUCTURE DOORS, WINDOWS, OR OTH BY CARPORTS ANYWHERE, ANYWHERE NOR THE ENGID APPLICATION OF ADDITIONA 3. THIS BUILDING IS EXEC\ 4. ALL STEEL TUBING SHALL 5. PLUMBING, ELECTRICAL, IN( RESPONSIBILITY OF THE ON 6. ROOF AND WALL SHEATHIN 7. FIELD FRAMING CONNECTIO 8. ALL SHOP FRAMING CONN[ 9. CONCRETE EXPANSIONS AN 10. 12 OR 14GA. FRAMING I 2,500 PSI 4" I MESH) AND 12 OFFICE USE ONLY: DATE FILED: 31 9' REVISION FEE: PERMIT # QQ ( , 0_� I RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVI S PROJECT INFORMATION ' LOCATION/SITE DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: G I e n h M u,�e ADDRESS: 56r)t m L t(�UJ ror_ e CITY: %D 4 '%, Gm-e- j STATE: PHONE (DAYTIME: -77of -- !4 td- 3831 ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): SLCCC.• 9123109 Revised 06130/17 ST. LUCIE CO CERT. #: ZIP: FAX: — FAX: ZIP ZIP: '7 CODE VERSION FBC 2020 7th Edition ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY 1UTILITY. U INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 30C FLOOR DEAD LOAD 10PSF i FLOOR LIVE LOAD 50PSF "R"RATING OF WALLS, FLOOR, ROOF N/A I MODULES PER BUILDING 1 i HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1,500 SQ. FT. i 1 JENCLOSED, RUD 1 1/5/21 2 MOVED WTD'S 2/3/21 WITH FIBRMS °RAwN e ROLL -UP oUrMTB DOOR! d DATE 6/5/20 Locnno Z h21 Mustang Circle, Port St. Lucie OSIZE' 50-L X 30'W X 13-H LL R VIEWED FOR WE COMPLIANCE ra LUCIE COUNTY BOCC � I o I r V—' 112 cum I I • _SS j4j sWINoNc D00 M 0 i i ------------------- -- 1 —0" I NISI N w 2/4/21 z Matthew T. Baldwin P.E. Q Florida License #64608 LU J a- Sheet: CA-1 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SCREWS 14" SELF -DRILLING NIPPLE TO BASE RAIL NIPPLE BASE F POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF -DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL INTERI, #12-14x4" SELF -DRILLING SCREWS ® 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX FROM CORNERS VERTICALLY EXTERIOR DOOR FRAME TO POST CONNECTION MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SCREWS 14xj" SELF -DRILLING It 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF -DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP _ SECURED WITH (4) #12-14)4 II I 1-1 SELF -DRILLING SCREWS END POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF -DRILLING SCREWS r-VARIES MAX. SPACIN r-3" MIN. MAX. SPACING VARIES SIDE WALL ROLL —UP DOORZFRAME OUT HEADER DETAIL PER MANUFACTURERS INSTRUCTIONS #14x1" SELF -DRILLING SCREWS ® 6" O.C. MAX. & 6" MAX. FROM CORNERS ROLL —UP DOOR TO POST CONNECTION 2"x2"x2" 15 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF -DRILLING SCREWS SINGLE OR DOUBLETS INTERMEDIATE POST TO HEADER/BASE RAIL/OR HEADER CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC)F EWS 14xj" SELF -DRILLING -- SINGLE OR DOUBLETS HEADER HEADER CONNECTION DETAIL OPTION 2 CODE VERSION dC ZUZU 7th Editior ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II-B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph TO T MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14,j- NnrSELF-DRILUNG SCREWS POST TO TRUSS CONNECTION 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14x4" SELF-DRILLING SCREWS ® '2-1-2-1' (6" O.C. (9" O.C. MAX.)) ��+ MpX. _ _ - 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-140" SELF -DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION CryULUJU"L G`IULuaru INTERNAL PRESSURE COEFF. +/- 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 0PSF OR 3001b PE FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF "R"RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 11,500 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 ENCLOSED, RUD 1/5/21 MTB VERTICAL SHEATHING OPTION 2 MOVED WTD's 2/3/21 MTB TO 1 "x2j" 16 GA. U-CHANNEL BRACE, MIN. 24" UP TO 7' POST, Mlr 48" OVER 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. (EXCLUDE END -WALLS). SECURED WITH (4)#12-144" SELF -DRILLING SCREWS. MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL -POST -WITH SCREWS 14x1" SELF -DRILLING BOX EAVE RAFTER TO POST CONNECTION DETAIL Design Pressures - 150 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 9.6 9.8 9.6 9.6 14.5 14.5 14.5 17.4 -11.2 1 -35.7 1 -28.5 1 -11.2 1 -62.2 1 -52.3 -16.2 1 -22.0 NIPPLE TRUSSED RAFTER CONNECTION DETAIL APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1—R1 Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rib Wall Panel SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5 407 STEEL DOOR ROLL —UP DOOR JANUS INTERNATIONAL CORPORATION FL21450.3 SERIES 3100 MTB 6/5/20 Mustang Circle, Port St. Lucie 50'L X 30'W X 13'H � _ D FOR il 111 VIEWED � IUCIE COUNTY BOCC i!� 2/4/21 J Q MattheW T. BaldWin P.E. Florida License #64608 LU o Sheet. CA-4 OF 4