Loading...
HomeMy WebLinkAboutBuilding plans -- 303011-Rev3 - Digital Sealedq O 0 O — 533 SWINGING DOOR 30'-0 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 A1003/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. 'In 19 nP 1 A(:A FRAkAIf\I(: IC 9 r,%9 R" TI IRF CTFFI f 11PPI FC ARF 9 95,%9 9Fi" TI IRF CTFFI PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES GROUND ANCHOR WITHIN 6" OF EACH POST. ANCHOR SECURED WITH I" GRADE 5 BOLT MINIMUM WITH 2" WASHERS DOUBLE 4" HELIX EARTH AUGER GROUND ANCHOR (SEE CHART FOR LENGTH) BASE RAIL ASPHALT OR MINIMUM SOIL BEARING CAPACITY 500 PSF (TYP.) GROUND ANCHOR BASE RAIL DETAIL Ground Anchor Length (all buildingwidths<_30') Wind Speed (mph) Soil Type <<140 145-155 160-170 175-180 Verydense and/or cemented sand,coarse gravel, 3011 3011 '48" J4811 cabbies, preloaded silts, clays and coral Medium dense coarse sands, sandygravels, 30" 40" '48" 60" ve ry stiff siIts and cla ys Loose to medium dense sands, firm to stiff 48" 48" 60" 60" clays, silts, and alluvial fill Loose sands, firm clays, silts, and alluvial fill 4811 60" 6011 6011 * -2 a nchors per past unless sail cha nges to a more desireable type at ha If depth or s ha (lower. ROLL —UP DOOR O SWINGING I DOOR 0 � I z O L�nj ROLL—UP DOOR 0 I 0 0 I I• 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 INONE FIRE SUPPRESSION SYSTEM INONE OCCUPANCY JUTILITY, U WIND SPEED Vult-150mph INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF 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 900 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 30'W, RUD 2/11/21 MTB 2 MOVED DOORS & MID —WALL 3/30/21 MTB 3 10x9 SIDE RUD 4/8/21 MTB MTB 1/10/21 North 50th Street, Fort Pierce 30'L X 30'W X 1 VH L\CENSF NO.64608 2 % STATE OF : •4ij ......... 0 �10/1111111\\\ Digitally signed Iby Matthew (Baldwin Date: 2021.04.08 I22:52:26-04'00' z Matthew T. Baldwin P.E. Q Florida License #64608 Sheet: CA-1 OF 4 • • 3'-0"----] o 2'-0" 12 3 �0•,0" 3'-4jj"� o DOORR ROLL 0 pX. 2,_0" M ERE i CODE INFORMATION CODE VERSION FBC 2020 7th Edition, ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B SWINGING DOOR RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph EXPOSURE B ENCLOSURE ENCLOSED/OP N INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 3001b P.L. 20'-0" 30'-0" FRONT END 10'-0"� WALL 3'-11 12 _0„ 3'-11 3-11 REAR is'—O. 30.-0" END WALL I FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 50PSF "R"RATING OF WALLS,FLOOR,ROOF N/A MODULES PER BUILDING 1 0 0 I HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1 900 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 30'W, RUD 2/11/21 MTB 2 MOVED DOORS & MID —WALL 3/30/21 MTB 3 10x9 SIDE RUD 4/8/21 MTB I ROLL —UP DOOR006 o DRAWN BY: MTB DATE: 1 / 10/21 LOCATI North 50th Street, Fort Pierce SIZE: 301 X 30'W X 11'H 3' 3'—�" 30•_0.. LEFT SIDE WALL RIGHT SIDE WALL 1�� 30'-0" W_ 0 Z Q LL W 86 Matthew T. Baldwin P.E. T N 00 SWINGING DOOR 3'-0" $$ PRINTED THE SHA COPIES OF THIS AUTHENTICATION DOCUMENT ARE NOT CONSIDERED SIGNED AND CODE MUST BE VERIFIED ON ANY ELECTRONIC SEALED AND COPIES 3'-8M" 3'-8 RIGHT SIDE 3'-8 MID —WALL 3'-8 3'-8 3'-8 so'—o" 3'—S 3'-8 LLJ J o Florida License #64608 Sheet: CA-2 OF 4 SWINGING DOOR FRONT END WALL LEFT SIDE WALL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES RIGHT SIDE MID -WALL REAR END WALL RIGHT SIDE WALL CODE VERSION IFBC 2020 7th Edition,ll MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I o FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph EXPOSURE B ENCLOSURE ENCLOSED/0 INTERNAL PRESSURE COEFF. +/— 0.18/0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3 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 900 SQ. FT. REV I DESCRIPTON DATE BY 1 30'W, RUD 2/11/21 MTB 2 IMOVED DOORS & MID —WALL 3/30/21 MTB 3 I1Ox9 SIDE RUD 4/8/21 MTB MTB 1/10/21 North 50th Street, Fort Pierce 301 X 30'W X 11'H i Cn N SWINGING DOOR z W Matthew T. Baldwin P.E. LIJ Florida License #64608 Cn Sheet: CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xj" SELF -DRILLING SCREWS NIPPLE TO V \ BASE RAIL NIPPLE BASE i 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 # 12-14xi" 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 (4)#12-14xi" SELF -DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF -DRILLING SCREWS END POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF -DRILLING SCREWS r-VARIES MAX. SPACIN r-3" MIN. MAX. SPRUCING VARIES > SIDE WALL ROLL -UP 1 DOOR/FRAME OUT 1 HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS #14x1" SELF -DRILLING SCREWS ® 6" O.C. MAX. & 6" MAX. FROM CORNERS ROLL -UP DOOR TO POST CONNECTION TO TRU 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" 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 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)#12-14x4" SELF -DRILLING SCREWS. MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14x4" SELF -DRILLING SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL Enclosed Design Pressures - 150 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 9.6 12.2 9.6 9.6 14.1 14.1 14.1 17.0 -10.9 -44.1 -27.8 -10.9 -60.7 -51.0 -15.8 -21.5 Open Design Pressures - 150 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 21.1 21.1 15.0 15.0 21.1 21.1 21.1 23.9 -41.5 -57.1 -34.4 -18.0 -66.5 -57.1 -22.7 -28.3 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF -DRILLING SCREWS SINGLE OR DOUBLETS HEADER HEADER CONNECTION DETAIL OPTION 1 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14x4" SELF -DRILLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) 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 NIPPLE TRUSSED RAFTER CONNECTION DETAIL PPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH 12-14xi" SELF -DRILLING EWS SINGLE OR DOUBLETS HEADER HEADER CONNECTION DETAIL OPTION 2 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 10 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-150mph 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 900 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 30'W, RUD 2/11/21 MTB 2 MOVED DOORS & MID -WALL 3/30/21 MTB 3 10x9 SIDE RUD 1 4/8/21 MTB SERIES 750: MAX. 10'x12' 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 MTB 1/10/21 North 50th Street, Fort Pierce ""' 301 X 30'W X 11'H I Matthew T. Baldwin P.E. Florida License #64608 Sheet: CA-4 OF 4