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Home My WebLink AboutAPPROVED Carports Anywhere - W Timmerman - 302012 - Digital Sealed1 -0" 2'-0"8'-0" a on ! on —12'-0" IN ROLL-UP ----------------------------DOER--- SWINGING 0I DOOR I Ln 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THIS STRUCTURE IS DESIGNED AS A NON —HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST, AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2. 4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM Al003/A1003M-15. 5.PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. 6. ROOF AND WALL SHEATHING SECURED WITH #12-14x3/4" SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. 7. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" SELF —DRILLING SCREWS. 8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED WELDER. 9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,500LB TENSILE STRENGTH. 10. 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. 4"x54" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES — AND EVERY OTHER END —WALL POST 2" MIN.—IVABASE RAIL _-III-II ° w 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. I 2" OR FIBER MESH I-1 MINIMUM SOIL BEARING CON INUOUS WITH MINIMUM CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING 1 if" RECESS 4 --DOOR WIDTI ' ELEVATION VIEW DOOR FRAMING " RECESS .75"T 1 4,> DOOR WIDTH OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS ROLL -UP -------------------- DMFt---------------- -I SWINGING DOOR r_I(0 r I LO NOTES: SUB —GRADE SOILS: —TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7TH EDITION —BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12"BELOW UNDISTURBED OR ENGINEERED GRADE CONCRETE: —MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS —ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE STRUCTURE REINFORCING STEEL (REBAR) REQUIREMENTS: —MINIMUM GRADE 40 STEEL —REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: —THE REBAR IS BENT COLD —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6—BAR DIAMETERS: AND —REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY. —COVER: —3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 11" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }" FOR FINE GROUT, AND 4" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER, AND 11" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. GALVANIZATION: —METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 1 1 ■ 6 , r 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 UTILITY, U WIND SPEED Vult-160mph EXPOSURE B ENCLOSURE ENCLOSED/OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. FLOOR DEAD LOAD 10PSF 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 1,320 SQ. FT. REVISIONS RFVI DESCRIPTON I DATE I BY MTB 4/21/21 S Indian River Dr, Jensen Beach 30'L X 44'W X 12'H T 11 �,q EN NO. NO. 64608 i 2 i 'n STATE OF t•441 ��iC�'•• FLORIDP '�� /S/ONA��-4 �`` , � NNN �//11111111�� Digitally signed by Matthew MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR 3: Baldwin FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER 12"x12" REINFORCED FOOTER -------------------------------- R1L11 O-P---------------------------------------------------------------------------------------------------------------------------------- --------T -----ROI I =JJP-------------------------- ---- 1 Date: 2021.04.21 DOOR FRONT DOOR � W 17.03.41-04'00' 3'-0" 8'-0"-11'-0' 20'-0" OPEN1'-0f' -0" ' z Matthew T. Baldwin P.E. Florida License #64608 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w Q THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES Sheet: CA-1 OF 4 I d ROLL —UP DOOR mr 12 3'-112 3'-1 FRONT/REAR END WALL SWINGING DOOR —3'-0"- V-4" LEFT/RIGHT(MIRRORED) SIDE WALL CAR KM " CODE INFOR ATION 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 ROLL —UP = FIRE SUPPRESSION SYSTEM NONE DOOR of OCCUPANCY UTILITY, U w WIND SPEED Vult-160mph J EXPOSURE B ENCLOSURE ENCLOSED/OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 3'-0" ROOF DEAD LOAD 10PSF ROOF LIVE LOAD OPSF OR 3001b P.L. } FLOOR DEAD LOAD 10PSF -9`" FLOOR LIVE LOAD 50PSF 12'-0" "R"RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1,320 SQ._FT. REVISIONS IREVI DESCRIPTON DATE BY MTB 4/21/21 S Indian River Dr, Jensen Beach 301 X 44'W X 12'H _W C� Z Q O.C. MAX. 0 Z W Matthew T. Baldwin P.E. LEFT/RIGHT SIDE LEAN-TO WALL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w Florida License #64608 THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES Cn rShet: CA-2 OF 4 c� w J 0 1 2' w J 0 CD J O FRONT/REAR END WALL SWINGING DOOR 30'-0" LEFT/RIGHT(MIRRORED) SIDE WALL = w x U w 0 CODE VERSION `BC 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 UTILITY, U WIND SPEED Vult-160mph EXPOSURE B ENCLOSURE ENCLOSED/OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. 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 INO SQUARE FOOTAGE 11,320 SQ. FT. REVISIONS RT DESCRIPTON DATE I BY w_ Z W 30'-01, w LEFT/RIGHT SIDE LEAN-TO WALL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES (/) rSh,,t-- MTB 4/21/21 S Indian River Dr, Jensen Beach 30'L X 44'W X 12'H Matthew T. Baldwin P.E. Florida License #64608 CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xj" SELF -DRILLING SCREWS NIPPLE TO \BASE RAIL NIPPLE BASE F POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF -DRILLING SCREWS NON-STRUCTURAL HEADER OR WINDOW MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF -DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF -DRILLING SCREWS END POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF -DRILLING SCREWS -VARIES N 1.1 1.1 TO l MAX. SPACIN r3" MIN. STD. MAX. SP*CING VARIES > SIDE WALL ROLL -UP DOOR/FRAME OUT HEADER DETAIL It 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF -DRILLING SCREWS INTERMEDIATE POST TO HEADER/BASE RAIL/OR WINDOW RAIL DETAIL MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF -DRILLING SCREWS POST TO TRUSS CONNECTION NST LL PER NUF CTURERS INSTRUCTIONS 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xi" SELF -DRILLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) #12-14xi" SELF -DRILLING SCREWS 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALLY 18 #14x1" SELF -DRILLING SCREWS CAD 6" O.C. MAX. & 6" MAX. FROM CORNERS EXTERIOR 16 GAUGE FURRING CHANNEL 2»� 48" O.C. MAX. SECURED WITH n' (2)#12-14x1" SELF -DRILLING ' \! SCREWS TO EACH RAFTER. DOOR FRAME TO POST CONNECTION ROLL -UP DOOR TO POST CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" SELF -DRILLING SCREWS SINGLE OR DOUBLETS HEADER HEADER CONNECTION DETAIL OPTION 1 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xi" SELF -DRILLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-140" SELF -DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION EAVE & RIDGE REINFORCED ROOF P (RIDGE 3r AND EAVE 3e) Enclosed Design Pressures - 160 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 13.0 15.0 9.6 9.6 15.0 15.0 15.0 18.1 -37.2 -54.4 -29.6 -11.6 -64.3 -54.4 -16.7 -22.8 Open Design Pressures - 160 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 17.1 22.3 17.1 17.1 24.5 24.5 24.5 27.8 -20.8 -59.0 -40.2 -20.8 -77.9 -67.1 -26.3 -32.9 m ilwwol►1o1xo11[o7 LE : Ri MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH 12-14xi" SELF -DRILLING EWS SINGLE OR DOUBLETS HEADER HEADER CONNECTION DETAIL OPTION 2 2 - 2"x2"x2" 16 GA. ANGLE CLIPS SECURED WITH (4) #12-14xi" SELF -DRILLING SCREWS (PER CLIP) LEAN-TO TO TRUSS CONNECTION 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)#12-14x4" SELF -DRILLING SCREWS. MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)SCREWS #12-14xi" SELF -DRILLING BOX EAVE RAFTER TO POST CONNECTION DETAIL APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 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 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 JUTILITY, U WIND SPEED Vult-160mph ENCLOSURE ENCLOSED/OPEN INTERNAL PRESSURE COEFF. +/- 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. 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 1,320 SQ. FT. DATE DRAWN BY: MTB DATE` 4/21 /21 'cATl%55 S Indian River Dr, Jensen Beach SIZE: 30'L X 44'W X 12'H cn J_ Q PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w w THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES � 0 Sheet: Matthew T. Baldwin P.E. Florida License #64608 CA-4 OF 4