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Home My WebLink AboutGROUND ANCHOR BASE RAIL DETAILFILE� RECEIVED SEP 0 2018 CAMMANYWERE ST._Lucie-county,-Pemi--"--- tting - -- - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT GROUND ANCHOR WITHIN 6" OF EACH MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. POST. ANCHOR SECURED WITH "" GRADE 5 BOLT MINIMUM WITH 2" WASHERS BASE RAIL GRADE it i _- 1 _.I ASPHALT OR MINIMUM SOIL BEARING CAPACITY 30" EARTH AUGER GROUND 2,000 PSF (TYP.) ANCHOR— J"x30" LONG WITH �f DOUBLE 4" HELIX ST. LUCIE COUNTY BUILDING DIV I N REVIEWED FOR COMPLIANIC REVIE D DATE GROUND ANCHOR BASE PLANS AND PERMIT MUST BE K N bOB BE MADE SITE OR NO INSPECTIONS) Ty RAI L D ETN L CONCEALED FASTENERS OR ATTACHMENTS AFM THE HESPONSIBIUTY OF THE CONTRACTOR OR RECORD I I00 CODE VERSION FBC 2017 6th Edition, ASCE- MANUFACTURER CARPORTS ANYWHERE BUIrDI - TPE- - - - - - 5- UCTURTI E CONSTRUCTION TYPE 11-8 FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Va-170mph 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 IOPSF 'R' RATING OF WALLS,'FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 720 SO. FT. urown by: MTB Date: 8/23/18 Locatio6bn• 04 Citrus Ave., Ft. Pierce 34982 Model - 401 X 18V 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 SEr-BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. 4_ ROOF AND WALL SHEATHING SECURED WITH J12-140' SELF -DRILLING SCREWS WITH SEAL WASHERS 0 6' O.C. MAX. 5. FIELD FRAMING CONNECTIONS SECURED WITH 512-14x3/4' SELF-DRIWNG SCREWS. 6. ALL SHOP FRAMING CONNECTIONS ARE TO BE jE%D. 7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2'x3', 2.50OLB TENSILE STRENGTH. B.12CA FRAMING IS 2_5'x25' TUBE STEEL NIPPLES ARE 2.25'x225' TUBE STEEL i N L m (n I w 8/24/18 Z MattheW T.• BOIdWin P.E. Q Florida License #64608 d. Sheet: CA- I F 4 F 12 C.A� MAMM MERE LE FI--- C - - -- - -- - - - CODE INFORMATION CODE VERSION FBC 2017 6th Edition, ASCE-7-10 MANUFACTURER cARPoRTS ANYWHERE I G-TYP - - - UTILITY -SIRUCTUR -- - - -- — - I (y 0 I ' coNsrRucnoN TYPE n-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-170mph 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 IOPSF 'R' RATING OF WALLS, FLOOR. ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 720 SO. Fr. REVISIONS FRONT/REAR END WALL REV DESCRIPTON DATE BY LIJ Z G Q LL_ z w Drawn By MTB Date: 8/23/ 18 Location: 6004 Citrus Ave., Ft. Pierce 34982 4' O-.C. MAX. — • _ Model : 40'L X 18'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 p12-14x1' SELF-DRIWNG SCREWS WITH SEAL WASHERS ® 6' O.C. MAX. 5. FIELD FRAMING CONNECTIONS SECURED WITH #12-140/4' SELF-DRIWNG SCREWS. 6. ALL SHOP FlTAMING CONNECTIONS ARE TO BE WELDED. 7. CONCRETE EXPANSIONS ANCHORS ARE TO, BE MINIMUM 1/2.0', Z50OLS TENSILE STRENGTH. 6.12GA FRAMING IS 2.5'w2.5' TUBE STEEL. NIPPLES ARE 225'a225' TUBE STEEL • 8/24/18 3'-114" 3'-113" 3'-11j" 3'-114" LEFT/RIGHT SIDE WALL _ 3'-11 3'-11 3'-114 3'-11 3'-11 3'-113" LIJ Q ' (/) F Matthew T. Baldwin P.E. Florida License #64608 Sheet: CA-2 OF 4 12 F11. E �3� COP - CARPORTSANYWHERE — CODE INFORMATION CODE VERSION FBC 2017 6th Edition, ASCE-77 MANUFACTURER CARPORTS ANYWHERE . UfLDING- - - - - UTIUMSTRUGTDR - -- - ' ' CONSTRUCTION TYPE II-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-170mph EXPOSURE C ENCLOSURE OPEN INTERNAL PRESSURE COEFFICIENT +/- 0.0 IMPORTANCE FACTOR - 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 30016 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 720 SQ. FT. FRONT/REAR END WALL REVISIONS REV DESCRIPTON DATE BY Dro*n By. MTB Date: 8/23/18 LocatEo6004 Citrus Ave., Ft. Pierce 34982 Model : 40'L X 18'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 Z. 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 Al2-14x1' SELF -DRILLING SCREWS WITH SEAL WASHERS ® 6' O.C. MAX. S. FIELD FRAMING CONNECTIONS SECURED WITH Al2-140/4� SELF-DRIWNG SCREWS. 6. ALL SHOP FRAMING CONNECTIONS ARE TO BE �'yqEtpEpp. 7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2-x3', 2,500LB TENSILE STRENGTH. 8. 12GA FRAMING IS 2.5x2.5' TUBE STEEL. NIPPLES ARE 2.25'x225' TUBE STEEL. Li 0 Z 401_011 LEFT/RIGHT SIDE WALL I w Li Q cn F 8/24/ 18 MattheW T. BGIdWin P.E. Florida License #64608 Sheet: CA-3 OF 4 MINIMUM 6' TS NIPPLE. NIPPLE SECURED -TO WALL POST WITH (4)#12-14x3" SELF -DRILLING SCREWS i)I" IPPLE TO BASE RAIL CONNECTION MINIMUM 6" TS NIPPLE. NIPPLE a Fr11RFD TD WAI1 cnS7 IT- (4)(/12-144" SELF -DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED 2"x2"x2" 16 GA. ANGLE CLIP WITH (4) #12-14x3" SELF -DRILLING SECURED WITH (4) #12-14)j" SCREWS - _ _ _ --2'x2-'x2 I6_GA.-ANGLE -CLIP--SECURED .. - _ _ _ _ _ - - -SELF-DRILLING- SCREWS WITH (4) #12-14x4' SELF -DRILLING _ SCREWS —I� SINGLE OR DOUBLETS HEADER ccr1IRED TO WALL POST WITH 2-14x4" SELF -DRILLING SCREWS GLE OR DOUBLETS HEADER END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION HEADER CONNECTION DETAIL CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF -DRILLING SCREWS VARIES 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14)4' SELF -DRILLING STD. MAX. SPACING SCREWS ® 6" D.C. (9" G.C. MAX.) 2"x2"x2" 16 GA. ANGLE CLIP 24"� SELF SECURDRILLING SCITH REWS-14x" 3, 1 NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL INTERIOR 512-14x3" SELF -DRILLING SCREWS ® 1 D" O.C. MAX., 3" MAX FROM CORNERS HORIZONTALLY/ 4' MAX. FROM CORNERS VERTICALLY EXTERIOR DOOR FRAME TO POST CONNECTION 1j" MAX. SPACING VARIES 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 — 170 Mph ROOF +24.6/-54.3 WALLS +28.9/-26.0 DOORS +28.9/-26.0 WINDOWS +28.9/-26.0 1 2 3 4' 5 ZONE + 12.4 —27.7 + 15.5 —42.3 +24.6 —54.3 +28.9 —26.0 +27.8 —24.8 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX SECURED WITH (2)#12-14x1' SELF -DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTIO VERTICAL SHEATHING OPTION —26 GA- RIDGE CAP ---L26 GA. ROOF SHEATHING 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14x4" SELF -DRILLING SCREWS ® 9' O.C. MAX. ROOF RIDGE CAP REINFORCEMENT t NIPPLE MINIMUM 6' TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xj" SELF -DRILLING SCREWS POST TO TRUSS CONNECTION MINIMUM 6" TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)#12-14)4' SELF -DRILLING SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carolina Carports, Inc. FL6596.1 26 Ga. AG Roof Panel WALL SHEATHING Carolina Carports; Inc. FL6702.1 26 Ga. AG Panel FILE COPY Df 11111114161 R i 6 F 1. t I CODE VERSION IFBC 2017 6th Edition, ASCE-7-101I MANUFACTURER MP RTS ANYWHERE CONSTRUCTION TYPE II-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-170mph 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 720 SO. FT. REVISIONS ucce: 8/23/18 Location: 6004 Citrus Ave., Ft. Pierce 34982 Model : 401 X 18'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 O 6' O.C. MAX. 5. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" SELF-DRIWNG SCREWS. 6. ALL SHOP FRAMING CONNECTIONS ARE -TO BE WELDED. 7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2'x3', 2,500LB TENSILE STRENGTH. 8. 12GA. FRAMING IS 2.5'x2.5' TUBE STEEL NIPPLES ARE 2.25'x2.25' TUBE STEEL m/ 8/24/18 J Q Matthew T. Baldwin P.E. Florida License #64608 Lii o Sheet: CA— 4 OF 4 F--