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Home My WebLink AboutAPPROVED Carports Anywhere - K Sparacio - 602410-Rev1 - Digital Sealed 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 Aga 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 CODE INFORMATION STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE CODE VERSION FBC 2020 7th Edition, RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. ASCE-7-16 3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2. MANUFACTURER CARPORTS ANYWHERE 4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15. BUILDING TYPE UTILITY STRUCTURE 5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET—BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE CONSTRUCTION TYPE II—B RESPONSIBILITY OF THE OWNER. RISK CATEGORY I 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. FIRE PROTECTION NONE 8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED FIRE SUPPRESSION SYSTEM NONE WELDER. OCCUPANCY UTILITY, U 9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,500LB TENSILE STRENGTH. WIND SPEED Vult-150mph 10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. EXPOSURE B ENCLOSURE OPEN 16'-0" '-0" 8 INTERNAL PRESSURE COEFF. +/— 0.0 IMPORTANCE FACTOR 1.0 FRAME FRAME FRAME FRAME OUT OUT OUT OUT ROOF DEAD LOAD 10PSF 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 1,440 SQ. FT. GROUND ANCHOR WITHIN 6" OF REVISIONS EACH POST. ANCHOR SECURED WITH A" GRADE 5 BOLT MINIMUM BASE AIL REV DESCRIPTON DATE BY WITH 2" WASHERS 1 NO WINDOWS 3/3/21 MTB Ground Anchor Length _I�RIADEIII=III III=III=III=I =1 — =1�= (all building widths<_30') Wind Speed (mph) �� ASPHALT OR DOUBLE 4" HELIX EARTH MINIMUM SOIL Soil Type <-140 145-155 160-170 175-180 BEARING CAPACITY AUGER GROUND ANCHOR 500 PSF (TYP.) z Very dense and/or cemented sand,coarse gravel, 30" 30" 48" 4$" (SEE CHART FOR LENGTH) O cobbies, preloaded silts,clays and coral ry Medium dense coarse sands,sandygravels, 30" 48" 48" 60" DRAWN BY: MTB ry y GROUND ANCHOR BASE DATE: / , ve stiff silts and clays 1 30 21 Loose to medium dense sands,firm to stiff „ 4810 6010 6010 LOCA19 RAIL DETAIL 01 WagonWheel Lane, Port St. Lucie SIZE:clays, silts,and alluvial fill 60'L X 24'W X 10'H Loose sands,firm clays, silts,and alluvial fill 4$" 60" 6010* 6011* W 1T!'Bq//�� *-2 anchors per post unless soil changes to a more desireable type at halfdepth or shallower. _\OENSF '•�0 �� ii z NO.64608 Z i-10 ': STATE OF 44, FRAME FRAME FRAME FRAME FRAME ��j S�S'� "' OUT OUT OUT OUT OUT �4/1 I;it,`�� Id —2'-6" s'—o" I 2'—s" I s'—o" -4-2'-6" s'—o" 2'—s" I s'—o" I 2'—s" I s'—o" 2'—s"—I 0 6 -°" uu Digitally signed a by Matthew li Baldwin Date: 2021 .03.03 09:54:57 -05'00' z Matthew T. Baldwin P.E. Florida License #64608 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND Q Sheet: CA— THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES �F 4 1� 3 CODE INFORMATION CODE VERSION FBC 2020 7th Edition, ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE i o 0 CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph EXPOSURE B ENCLOSURE OPEN INTERNAL PRESSURE COEFF. +/— 0.0 IMPORTANCE FACTOR 1.0 3'-11 3'-11 3'-11 12'-0" 3'-11 3'-11 3'-11 ROOF DEAD LOAD 10PSF 24'-0" 24'-0" ROOF LIVE LOAD 0PSF OR 3001b P.L. FRONT END WALL REAR END WALL 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 1,440 SQ. FT. REVISIONS 3'-11 3'-11 3'-11 3'-11 3'-11 3'-11 3'-11 3'-11 3'-11 3'-11 3'-11 3'-11 REV DESCRIPTON DATE BY O.C. MAX. 1 NO WINDOWS 3/3/21 MTB '-0" 0 FOUT 0 0 FRAME FRAME FRAME FRAME OUT OUT OUT o DRAWN BY: MTB DATE: 1/30/21 LocAT9601 WagonWheel Lane, Port St. Lucie SIZE: 601 X 24'W X 10'H 0'-0" LEFT SIDE WALL 3'-11 11 3'-11 3-11 3'-11 R" 3'-11 3-11 " 3'-11 3-11 3-11 3-11 3-11 " 3'-11 3-11 3-11 " 3-11 W FRAME FRAME FRAME FRAME FRAME U` OUT OUT OUT OUT OUT 0 z I — 0 Q LL- 2'-6" 2'-6" W 1'-10" 11 1'-4 " 1'-44" 11" 1'-10" 2" I�2'-3 " Matthew T. Baldwin P.E. 0'-0" W Florida License #64608 RIGHT SIDE 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 (/) Sheet: CA-2 OF 4 CARPIORTSANYWHEPS CODE INFORMATION CODE VERSION FBC 2020 7th Edition, ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B 0 o RISK CATEGORY I 0 o FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph EXPOSURE B ENCLOSURE OPEN INTERNAL PRESSURE COEFF. +/— 0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF 24'-0" 24'-0" ROOF LIVE LOAD 20PSF OR 3001b P.L. FRONT END WALL REAR END WALL 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 1,440 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 NO WINDOWS 3/3/21 MTB o FRAME FRAME FRAME FRAME I OUT OUT OUT OUT 0 DRAWN BY: MTB DATE: 1/30/21 LocAT9601 WagonWheel Lane, Port St. Lucie SIZE: 60'L X 24'W X 1O'H LEFT SIDE WALL r- IMF Im ly FRAME FRAME FRAME FRAME FRAME OUT OUT OUT OUT OUT o o W z W MattheW T. BaldWin P.E. RIGHT SIDE WALL E0-0 W Florida License #64608 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES (/) Sheet: CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SECURED TO WALL POST WITH MINIMUM 6" TS NIPPLE. NIPPLE PSC)R#5EWS -14xi" SELF—DRILLING (4)#12-14xj" SELF—DRILLING SECURED TO WALL POST WITH SCREWS A(412-14x " SELF—DRILLING NIPPLE TO 2"x2"x2" 16 GA. ANGLE CLIP 2"x2"x2" 16 GA. ANGLE CLIPEWS TBASE RAIL NIPPLE TO 336" SECURED WITH (4) #12-14x " �� T BASE RAI O SELFSECURDRILLING ITH SCREWS-14x SELF—DRILLING SCREWS CODE INFORMATION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SINGLE OR DOUBLETS CODE VERSION FBC 2020 7th Edition, �i III—III—III—III— -I �—III—III—III— —III- SELF—DRILLING SCREWS HEADER ASCE-7-16 SINGLE OR DOUBLETS NIPPLE THEADER MANUFACTURER CARPORTS ANYWHERE " BASE RAI BUILDING TYPE UTILITY STRUCTURE INTERMEDIATE POST TO CONSTRUCTION TYPE II—B RISK CATEGORY I POST TO BASE RAIL END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION HEADER CONNECTION DETAIL FIRE PROTECTION NONE CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2 FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph 2"x2"x2" 16 GA. ANGLE CLIP SECURED EXPOSURE B WITH (4) #12-14xi" SELF—DRILLING ENCLOSURE OPEN SCREWS 26 GAUGE ROOF SHEATHING INTERNAL PRESSURE COEFF. +/— 0.0 VARIES SECURED WITH (1)#12-14x " NIPPLE fie'' SELF—DRILLING SCREWS ® IMPORTANCE FACTOR 1.0 TO TRUSS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) ROOF DEAD LOAD 1OPSF -- ----- STD. MAX. SPACING 2"x2"x2" 16 GA. 48" MAX• -"-- ROOF LIVE LOAD OPSF OR 3001b P.L. ANGLE CLIP 3" MIN. MINIMUM 6" TS FLOOR DEAD LOAD 1OPSF N 1— R WITH 4 L NIPPLE. NIPPLE r __ __ FLOOR LIVE LOAD 50PSF SECURED W O SECURED TO WALL --- #12-14xi" POST WITH _ -"- _- "R"RATING OF WALLS,FLOOR,ROOF N/A SELF—DRILLING (4)#12-14xi" ---"- _ _-- MODULES PER BUILDING 1 SCREWS SELF—DRILLING ___----" HURRICANE PROTECTION USAGE NO 1—�JSTD. MAX. SPICING SCREWS 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH HURRICANE SHELTER USAGE NO (n — SQUARE FOOTAGE 1,440 SO. FT. o VARIES (2)#12-14x1" SELF DRILLING SCREWS TO EACH RAFTER. REVISIONS NON—STRUCTURAL SIDE WALL ROLL—UP REV DESCRIPTON DATE BY HEADER OR WINDOW DOOR/FRAME OUT POST TO TRUSS ROOF PANEL CONNECTION 1 NO WINDOWS 3/3/21 MTB RAIL TO POST DETAIL HEADER DETAIL CONNECTION VERTICAL SHEATHING OPTION INSTALL PER MANUFACTURERS INSTRUCTIONSr" 4 2" #14x1" 16 GA. #12-14xi" SELF—DRILLINGANNEL BRACE, MIN. SELF—DRILLING SCREWS SCREWS ® 6" O.C. P TO 7' POST, MIN. DRAWN BY: CAP 10" O.C. MAX., 3" MAX. & 6" MAX. VER 7' POST. MIN. MTB MAX. FROM CORNERS FROM CORNERS MAX. 60' FROM DAB 1/30/21 HORIZONTALLY/ 4" MAX. . (EXCLUDEFROM CORNERS �ocA IVERTICALLY WALLS). SECURED �9I601 WagonWheel Lane, Port St. Lucie INTERIOR (4)#12-14xi" SIZE: DRILLING SCREWS. 60'L X 24'W X 1O'H EXTERIORMINIMUM 6 TS NIPPLE. NIPPLE 22 SECURED TO WALL POST WITH (4)#12-14xi" SELF—DRILLING DOOR FRAME TO POST SCREWS CONNECTION ROLL—UP DOOR TO BOX EAVE RAFTER TO POST CONNECTION POST CONNECTION DETAIL APPROVED PRODUCTS APPROVAL NO. Design Pressures - 150 mph Basic Wind Speed ROOF SHEATHING Carports Anywhere FL27402.1 Zone Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Roof Wall Hampton Rib Wall Panel 1 2n 2r 2e 3r 3e 4 5 15.0 16.7 15.0 15.0 21.1 21.1 21.1 23.9 -18.0 1 -41.3 1 -34.4 1 -18.0 1 -66.5 1 -57.1 -22.7 1 -28.3 cn Q Matthew T. Baldwin P.E. Florida License #64608 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND ci w THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES I- Sheet: CA-4 OF 4