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Home My WebLink AboutCARPORT PLANS/ ::!s CODE VERSION FBC 2017 6th Edition, ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II-B RISK CATEGORY 1 FIRE PROTECTION NONE -FIRE SUPPRESSION SYSTEM -- NONE --- OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-150mph EXPOSURE C ENCLOSURE OPEN INTERNAL PRESSURE COEFFICIENT +/- 0.0 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD 10PSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 800 SQ. FT. ' MT8 Am 10/25/18 oration: 310 Ecsy Street, Ft. Pierce 34982 odel 401 X 20'W X 12'H NERAL NOTES THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015.22. ALL STEEL TUBING SHALL BE 50 KSI STEEL. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. ROOF AND WALL SHEATHING SECURED WITH Al2-14x1' SELF -DRILLING SCREWS WITH SEAL WASHERS 6 6' O.C. MAX. FIELD FRAMING CONNECTIONS SECURED WITH g12-143/4" SELF-DRILUNG SCREWS. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM ILE STRENGTH. 1/4GA 3FRAMNG IS 2.55 5' TUBE STEEL NIPPLES ARE 226"x2.25" TUBE STEEL 4 1` Q) 4-1 CCn G W 10/28/18 Q> Matthew T. Baldwin P.E. Florida License ({64608 a Sheet: CA-1 OF 4 H 12 �3 12 ` 3� 11101 1: N—"W —11-11-1 1 �" 2 2 2 2 2 CODE INFORMATION CODE VERSION FBC 2017 61h Edition, ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTUTY STRUCTURE CONSTRUCTION TYPE n-e RISK CATEGORY 1 FIRE PROTECTION NONE FIRE- SUPPRESSION -SYSTEM —_ - NONE-- _ _--- — 0 I 0 OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 N N BASIC WIND SPEED Vr-160mph EXPOSURE C ENCLOSURE OPEN INTERNAL PRESSURE COEFFICIENT +/- 0.0 IMPORTANCE FACTOR LIS ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD 1OPSF 'R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 800 SQ. FT. REVISIONS REV DESCRIPTON DATE BY FRONT END WALL REAR END WALL Drawn By: MTB Dote: 10/25/18 Location: 310 Easy Street, Ft. Pierce 34982 Model : 4O1 X 2O'W X 12'H GENERAL NOTES 1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1O15.22. 2. ALL STEEL TUBING SHALL BE 50 KSI STEEL 3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. 4. ROOF AND WALL SHEATHING SECURED WITH 812-14x1' SELF-DRILUNG SCREWS WITH SEAL WASHERS O 6' O.C. MAX. 6. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4' SELF-ORILUNG SCREWS, 6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. 7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2'x3'. 2,5O0LB TENSILE STRENGTH. 8. 14GA. FRAMING IS 2.5x25' TUBE STEEL NIPPLES ARE 2.26'x2.25' TUBE STEEL ' / n V / I w N > z Q Li Q Ld 10/28/18 3'-86 11 3'-11 3'-113, 3'-113,-11 3'-11 " LEFT RIGHT MAIN SIDE WALL LLJ Q Matthew T. BcldWin P.E. Florida License #64608 Sheet- CA-2 OF 4 12 �3 . CODE INFORMATION CODE VERSION FBC 2017 6th Edition, ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE 11-B RISK CATEGORY 1 FIRE PROTECTION NONE FIRESUPPRESSION-SYSTEM_ _ NONE_ _ OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED V-160mph EXPOSURE C ENCLOSURE OPEN INTERNAL PRESSURE COEFFICIENT +/- 0.0 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 2OPSF OR 3001b POINT LOAD FLOOR DEAD LOAD IOPSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO 20' _0" I FRONT END WALL I^ 20' _01, _ REAR END WALL SQUARE FOOTAGE 800 SQ. FT. REVISIONS REV DESCRIPTON DATE BY Drawn By MTB Date: 10/25/18 Location: 310 Easy Street, Ft. Pierce 34982 odel 401 X 20'W X 12'H GENERdI NnTcc 1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1016.22. 2. ALL STEEL TUBING SHALL BE 50 KSI STEEL 3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. 4. ROOF AND WALL SHEATHING SECURED WITH #12-141' SELF-DRILUNG SCREWS WITH SEAL WASHERS 0 6" O.C. MAX. 5. FIELD FRAMING CONNECTIONS SECURED WITH #12-143/4' SELF -DRILLING SCREWS. 6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. 7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2'x3', 2,50OLB TENSILE STRENGTH. & 14GA. FRAMING IS 2.5x25' TUBE STEEL NIPPLES ARE 2.26'x2.26' TUBE STEEL ' _ w LJJ 10/28/18 LEFT/RIGHT MAIN SIDE WALL o Cf) H Matthew T. Baldwin P.E. Florida License #64608 Sheet. CA-3 0 F 4 INTERIOR MINIMUM 5" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SECURED TO WALL POST WITH (4)#12-14xj" SELF -DRILLING SCREWS (4)#12-14)j" SELF -DRILLING SCREWS 3" IPPLE TO NIPPLE TO i�" 2"x2"x2" 16 GA ANGLE CUP SECURED BASE RAIL BASE RAIL T WITH (4) #12-14xj" SELF -DRILLING ��pppppp --�no�w� - - - 111 POST TO BASE RAIL CONNECTION 27x2"x2" 16-GA:- ANGLE -CUP -SECURED -I WITH (4) M12-14)j" SELF -DRILLING SCREWS INTERMEDIATE POST TO END POST TO BASE RAIL HEADER/BASE RAIL/OR CONNECTION WINDOW RAIL DETAIL 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL $12-14x1)" SELF -DRILLING SCREWS 0 10" O.C. MAX., 3' MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALLY EXTERIOR DOOR FRAME TO POST CONNECTION 2"X2"X2" 16 GA ANGLE CUP SECURED WITH (4) #12-14x3" SINGLE OR DOUBLETS HEADER HEADER CONNECTION DETAIL OPTION _ 1 VARIES 26 GAUGE ROOF SHEATHING SECURED �A1� WITH (1)jj12-14xj" SELF-DRIWNG SCREWS 0 6" O.C. (9" O.C. MAX.) . til AUINU I I ES SIDE WALL ROLL —UP DOOR HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS #14x1" SELF -DRILLING SCREWS 0 6" O.C. MAX. & 6" MAX. FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES — 150 Mph ROOF + 19.3/-41 .4 WALLS +22.2/-20.0 DOORS +22.2/-20.0 WINDOWS +22.2/-20.0 1 2 3 4 5 ZONE +9.3 —21.9 +12.3 —35.1 +19.3 —41.4 +22.2 —20.0 +21.9 —18.8 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-14x1" SELF -DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION —26 GA RIDGE CAP ---1-26 GA ROOF SHEATHING 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14x1" SELF -DRILLING SCREWS 0 9" O.C. MAX. ROOF RIDGE CAP REINFORCEMENT t NIPPLE BASE MINIMUM 6" TS NIPPLE. NIPPLE c 11RED TO WALL POST WITH 2-14x3" SELF -DRILLING SCREWS GLE OR DOUBLETS HEADER CODE VERSION MANUFACTURER BUILDING TYPE HEADER CONNECTION D ETA I L CONSTRUCTION TYPE RISK CATEGORY OPTION 2 FIRE PROTECTION - — -- - --' - — -FIRE SUPPRESSION SYSTEM - OCCUPANCY MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xj" SELF -DRILLING SCREWS ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED EXPOSURE ENCLOSURE INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD "R" RATING OF WALLS, FLOOR, ROOF MODULES PER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SQUARE FOOTAGE POST TO TRUSS CONNECTION MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14)j" SELF -DRILLING SCREWS EACH END BOW RAFTER TO POST CONNECTION DETAIL APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 Hampton Rlb Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rlb Wall Panel 2017 6th Edition, 'ORrs ANYWHERE fY STRUCTURE 0.0 'OPSF OR 3001b POINT LOAD OPSF 800 SQ. Fr. -'-"" MTB Date: 10/25/18 Location: 310 Easy Street, Ft. Pierce 34982 odel 401 X 20'W X 12'H GENERAL NOTES 1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015.22. 2. ALL STEEL TUBING SHALL BE 50 KSI STEEL. 3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. 4. ROOF AND WALL SHEATHING SECURED WITH 812-14x1' SELF—DRIWNG SCREWS WITH SEAL WASHERS 0 6" O.C. MAX. 5. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4' SELF DR[ SCREWS. 6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. 7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2"x3", 2,50GLB TENSILE STRENGTH. B. 14GA. FRAMING IS 2.5"x2.5' TUBE STEEL NIPPLES ARE 225"x225" TUBE STEEL 0 10/28/18 U) J Q Matthew T. Baldwin P.E. Florida License #64608 o Sheet: CA-4 OF 4 MIN'. SETBACK REQ.'� FRONT SIDE S IDES CNR SIDES REAR ZNG.' TECH.