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Home My WebLink AboutBuilding PlansI 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-HA131TABLE 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 #12-140/4" 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. NOTES: SUB —GRADE S01 S: —TO BE TER ITE 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 - INI U 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 1j" 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 1j" 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. N. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR FIBER MESH) AND 12%12" REINFORCED FOOTER PERIMETE 4"x5}" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END -WALL POST 2" MIN ABASE RAIL III w : - -e /MINIMUM I=I Io2,500 PSI 4" CONCRETE SLAB WITH 1OGA. W.W.F. •OR'FIBER MESH(2) #5 REBAR ® 6" O.C. SOIL BEARING CONTINUOUS WITH MINIMUM.. CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5„ PLAN VIEW DOOR FRAMING " RECESS -DOOR WIDTH ELEVATION VIEW DOOR FRAMING " RECESS 75j OOR WIDT OPTIONAL ROLL —UP DOOR ;ONCRETE SPLASH —GUARD RECES`. REINFORCED FOOTER I D 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 UTILTTY_U .. WIND SPEED Vult-150mph. EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/- 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 150PSF "R"RATING OF WALLS,FLOOR,ROOF N/A MODULES PER BUILDING 11 HURRICANE PROTECTION USAGE IND HURRICANE- SHELTER USAGE NO SQUARE -FOOTAGE � 11,5QO SO. FT. REVISIONS REV.. - DESCRIPTON DATE BY 1 PLAN: WTD 5/21/21 •MTB UP .o R �. �... D eY- _ MTB_ " r DAIS 5/20/21. s i _ 9LOCA722• Lbnesoine Pine Trl, Fort, Pierce SIZE: - �' 50'1 X 30•W'X, 14'11 I��®- 0 0 Q ci r'.®� �J U7 O Q - w , 5 - /,2.1 z Matthew T. Baldwin P.E. Florida License #64608 Sheet- CA-1 OF 4 . 4 q q H CODE INFORMATION CODE VERSION FBC 2020 7th Edition ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE BUILDING ,TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II-B DOOR o RISK CATEGORY I FIRE. PROTECTION NONE FIRE SUPPRESSION' SYSTEM NONE Q' . OCCUPANCY UTILITY, U Y WIND SPEED Vult-150mph EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/- 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 300Ib P.L. I w-0. FLOOR DEAD LOAD 10PSF o• L�' -I FLOOR LIVE LOAD 50PSF FRONT END WALL REAR END WALL WRATING OF WALLS,FLOOR,ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO ' SQUARE FOOTAGE 1,500 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 PLAN WTD 5/21/21 MTB _ _ - - oRn N sr -_ � .. MTe • '- - nazi 5/20/21 uocant22- Lm onesoe Pine TrL Fort Pierce. sIM 501 X 30'W X 14'H :.. LEFT SIDE WALL. ; ' z t+ , •4 ,r. RIGHT SIDE WALL Ld 0 Ld Matthew 'T. a3aldWin P.E. LLI Florida License #64608 w F (n Sheet: CA— 3 C fC 4 } MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH 3C) 12 14xj" SELF —DRILLING NIPPLE TO BASE RAIL NIPPLE BASE I POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CUP SECURED WITH (4) # 12=14xj" SELF —DRILLING' SCREWS NON—STRUCTURAL HEADER OR WINDOW SAIL TO POST DETAIL MINIMUM 6" TS NIPPLE. NIPPLE SECUREDTO WALL POST. WITH SCREWS 14xj" SELF —DRILLING 2"x2"x2" 16 GA. ANGLE CUP SECURED WITH (4) #12-14x1" SELF —DRILLING SCREWS 2"x2"x2" 16' GA. ANGLE CUP SECURED WITH (4) #12-14)" II II_ I SELF —DRILLING SCREWS INTERMEDIATE POST TO END POST TO BASE RAIL HEADER/BASE RAIL/OR CONNECTION 7 WINDOW RAIL DETAIL L 2"x2"x2" 16 GA. ANGLE CUP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS VARIES STD. MAX. SPACING r3" MIN. STD: MAX. SPICING VARIES SIDE WALL ROLL —UP DOOR/FRAME •OUT: HEADER DETAIL INSTALL -PER MANUFACTURERS INSTRUCTIONS #12-14x4" SELF —DRILLING SCREWS ® 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALLY EXTERIOR 8 #14x1" SELF —DRILLING SCREWS ® 6" O.C. MAX. & 6" MAX. FROM CORNERS DOOR FRAME TO POST CONNECTION ROLL —UP DOOR TO POST CONNECTION TO MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14x4" SELF —DRILLING SCREWS POST TO TRUSS CONNECTION PPLE TO 1 "x2j" 16 GA. U—CHANNEL BRACE, MIN. 24" UP TO 7' POST, MIN 48" OVER 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. (EXCLUDE END —WALLS). SECURED WITH (4)#12-14)4" SELF —DRILLING SCREWS. MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SCREWS 14xj" SELF —DRILLING BOX . EAVE 'RAFTER TO POST CONNECTION DETAIL Enclosed Design Pressures - 150 mph Basic Wind Speed Zone Roof Wal I 1 2n 2r 2e 3r 3e 4 5 9.6 10.1 9.6 9.6 14.8 14.8 14.8 17.9 -11.5 -36.6 -29.2 -11.5 -63.8 -53.6 T -16.6 -22.6 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14)j" SELF —DRILLING SCREWS SINGLE OR DOUBLETS HEADER CONNECTION DETAIL OPTION 1 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xj" 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)#12-141" SELF —DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION NIPPLE TRUSSED RAFTER CONNECTION DETAIL LE MINIMUM 6" TS NIPPLE. NIPPL SECURED TO WALL POST WITH 12-14xj" SELF —DRILLING EWS SINGLE OR DOUBLETS HEADER HEADER CONNECTION DETAIL OPTION 2 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 P ■, 0 1 t Imw IL ICODE VERSION FBC 2020 7th Editionj BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY 1 FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY. U INTERNAL PRESSURE COEFF. +/— 0.18 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 1,500 SQ. FT. DATE MTB 5/20/21 Lonesome Pine Trl, Fort Pierce 50'L X 30'W X 14'H 5;l21 / "11 J Matthew T.'SaldWin P.E. Q Florida License #64608 oSheet: CA-4 OF 4