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Home My WebLink AboutCarport Specifications, - - - -� �� - j_______-____ o. CARPORTSANYWHERE , r,�EIVEO I CODE INFORMATION CODE VERSION C 2020 7th EdiUc CE-7-16. I MAR n I L� /� MANUFACTURER CAAPORTS ANYWHER BUILDING TYPE LITY STRUCTURE CONSTRUCTION TYPE I-B ' ` 1 1 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM. COMPONENTS AND WIN Cj NG CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES. INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, DO C2 INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS .5�, Lucie County, Permitting 1 ! ARE THE RESPONSIBILITY OF OTHERS."" 9 1 2. THIS STRUCTURE IS DESIGNED AS A NDN-HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY I ADDRESSED HEREIN. INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS ;EXPOSURE LIST, AND NOT PROVIDED AND INSTALLED'SY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE i STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE 1 ` RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 1 1 3. THIS BUILDING IS EXEMPT FROM THE FSC ENERGY CONSERVATION CODE PER SECTION C101.4.2. ! 4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM Al 0031AI 003M-15. /...� ; 5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE 2 O - + V t Zc> RESPONSIBILITY OF THE OWNER. 1 1 6. ROOF AND WALL SHEATHING SECURED WITH 812-143/4• SELF-DRIWNG SCREWS WITH SEAL WASHERS 0 6" O.C. MAX. EXPANSION ANCHOR WITHIN 7. FIELD FRAMING CONNECTIONS SECURED WITH g12-14x3/4" SELF -DRILLING SCREWS. j'x5}• 1 B. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED 6" WELDER. OF EACH POST/TRUSS ALONG SIDES ' 9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2- DIAMETER k 2,5ODLB TENSILE STRENGTH. AND EVER! OTHER ENO -WALL POST i 1D. 14GA FRAMING IS 2.6"x2.5' TUBE STEEL NIPPLES ARE 2.25"x2.25' TUBE STEEL ' 2' MIN. BASE RAIL ft ISQUARE `� I M7 p 1 M RISK CATEGORY 1 FIRE PROTECTION NE FIRE SUPPRESSION SYSTEM ONE OCCUPANCY WIND SPEED mph ENCLOSURE kl�OPSF INTERNAL PRESSURE COEFF. 8 IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD 0PSF OR 3001E PA FLOOR DEAD LOAD 1GPSF FLOOR LIVE LOAD 50PSF 'R"RATING OF WALLS,FLOOR,R00 N/A MODULES PER BUILDING I 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO FOOTAGE 1,200 SO• FT. REVISIONS I N - GRADTrrz a i I-1I I-1 1 Z NOTFS�-r-11=111Lt—io ETEITET2,5D0 PSI 4• CONCRETE -TO BE TERMITE TREATED AND COVERED WRH 6 MIL VAPOR REUROANT PER SECTIONSLAB WITH IOGA W.W.F. i R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 77H EDITION I 12" OR FIBER MESH RO L-UP -BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12'8ELOW UNDISTURBED OR F-- , - ENGINEERED GRADE (2) #5 REBAR O 6" D.C. ROLL, P MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM �1 1 - INIMUM 2.600 PSI COMPRESSIVE STRENGTH AT 28 DAYS - CAPACITY Fi00 PSF(TYP.) 25' OVERLAP SPLICE Do CAPACITY -ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE STRUCTURE CONCRETE FOUNDATION/BASE i i 0 1 CV R DESCRIPTON DATE I S' REINFORCING STFFl (RE&LR7 REQUIREMENTS, RAIL 1 —MINIMUM GRADE 40 STEEL A C 0 R DETAIL L 1 I -REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: -THE REBAR IS BENT COLD1__2&_v1L_WWvQLP FOR -THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED ' I 6-IiA- DIAMETERS: AND �O®E COMPLIANCE 1 -REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT O ALIGN WITH A VERTICAL CELL. THESE TO V MAY BE BENT NOT TO IXGEEO TO SLOPE OF 1' �'! -COVERRIZONTALLY TO 6• VERTICALLY. �dTm L U C I E COUNTY -3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND tj- ELSEWHERE. REBAR EMBEDDED IN i GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF j' FOR FINE 1 +OCC ' ' GROUT, AND }' FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING 1 GROUT) OF NOT LESS THAN 2' FOR MASONRY UNITS WITH FACE EXPOSED TO 1 WEATTMIIERR WEATHER, AND 1}' FOR MASONRY UNITS NOT EXPOSED TO EARTH OR ,'/� -METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY 11_ /J i EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WRH ASTM A 153, `J I CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STANLESS STEEL OR O DIPPED W HOT D PED GALVANIZED. OI(% M rB " �' uTB aLh` 2/4/22 L"A"180002 Mel. Way, Port St. Lucie ".,• 40'L % 30W X 12'0 \\\\\\,FFFFF//� , ,,�a�"' T B �� 10ENBF `�Ly�i Q' N/O.64608 Zi - 1 -0 Q: S] STATE OF 10� ��0.P �FL,rORID „ � ��,�� //f' ;; T �J I stall 51 ned �ce, rtA _ S r�vl?/Er�L� E °� G`- �' •�� MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR -FIBER MESH) AND 12"x12" REINFORCED TOOTER PERIMETER 12"x12" REINFORCED TOOTER L____—_—_____—_______________________—------------------------------------------------------ —_------------ — ------------ — ------ —_—____--------------- —-------- — ----------- __—___—_—______ � g Y J g,.. Matthew ,. f; Baldwin Date: 2022.02.04 > 10:56:17-05'00' 9D _D" THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MATTHEW BALDWIN, PE, ON 2/4/2022. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES Z Matthew T. Baldwin P.F Florido License846DB sheet: CA-1 OF 4 ROLL —UP ODOR END WALL D.C. SWMOING DOOR LEFT/RIGHT SIDE WALL ROLL —BP DOOR 9 REAR END WALL THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MATTHEW BALDWIN, PE, ON 2/4/2022. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA cnRaoarsarivwHERE MTB """ 180002 Bridle Way, Port St. Lucie 401 X 30'W X 12'H 0 z LLI Matthew T. Baldwin P.C. W Florida License #6460B F Sheet CA-2 OF 4 9 smNCING DOOR LEFT/RIGHT SIDE WALL THIS ITEM HAS BEEN PRINTED COPIES OF ARE BY ON 2/4/2022. AND THE SHA caMarsawvMER DEAD LOAF LIVE LOAD '"""'""180GO Bridle Way, Port St. Luete -e 40'L X 30'W X 12'N W w 0 z w -18 M.tth" T. Boldrytn P.E. w Florida Liaerue 84808 oSneet: CA-3 OF 4 u.A MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH SCREWS 144" SELF -DRILLING NIPPLE TO BASE RAIL I — POST TO BASE RAIL CONNECTION 2"4"x2" 16 GA. ANGLE CUP SECURED WITH (4) y12-14xj" SELF-DRIWNG SCREWS INUIN-J 1 RUt, 1 Ur\ML HEADER OR WINDOW INSTALL PER MANUFACTURERS INSTRUCTIONS 812-14xj" SELF -DRILLING SCREWS. SPACING: INSTALL PER MANUFACTURER'S INSTRUCTIONS. ITERI ORa EXTERIOR DOOR FRAME TO POST CONNECTION MINIMUM 6' TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)a12-14xj" SELF -DRILLING SCREWS NIPPLE T BASE 2"x2"x2' 16 GA ANGLE CUP SECURED WITH (4) #12-14xj' SELF -DRILLING SCREWS 2"x2"4" 16 GA ANGLE CUP IL7TSECURED WITH (4) 812-14x)' SELF -DRILLING SCREWS ITI� - m INTERMEDIATE POST TO END POST TO BASE RAIL HEADER/BASE RAIL/OR CONNECTION WINDOW RAIL DETAIL 2'x2"x2' 16 GA. ANGLE CUP SECURED WITH (4) #12-144' SELF -DRILLING RIES NIPPL TO TRUS -STD. MAX. SPACING - MINIMUM 6" TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)512-144' SELF -DRILLING MAX. SP CING I SCREWS j I SIDE WALL ROLL -UP j��( DOOR/FRAME OUT POST TO TRUSS HEADER DETAIL CONNECTION INSTALL PER MANUFACTURERS INSTRUCTIONS FIPPLE TO 2'x2'x2" 16 GA ANGLE CUP SECURED WITH (4) 812-14c SELF -DRILLING SCREWS SINGLE OR DOUBLETS MINIMUM 6' TS NIPPLE NIPP SECURED TO WALL POST WITI SCREWS 144* SELF -DRILLING SINGLE OR DOUBLETS HEADER CONNECTION I HEADER CONNECTION DETAIL DETAIL OPTION 1 OPTION 2 26 GAUGE ROOF SHEATHING SECURED WITH (i)#t2-14xj- SELF-DRIWNG SCREWS '2-1-2-1' (6' O.C. (9" O.C. MAX.)) 16 GAUGE FURRING CHANNEL 48' O.C. MAX. SECURED WITH (2)#12-14x1" SELF -DRILLING SCREWS TO EACH RAFTER. �14xjr i6 GASELF-DRILLNGNEL BRACE, MIN. SCREWS, TO 7' POST. MIN. SPACING: INSTALLER 7' POST. MIN. PER MAX. 60' FROM MANUFACTURER'S(EXCLUDE INSTRUCTIONS.LLS). SECURED )#12-14xj" RILLING SCREWS. SHOP BENTMINIMUM 6TS NIPPLE. NIPPLE t� SECURED TO WALL POST WITH (4)I/12-14xj" SELF-DRIWNG SCREWS ROLL —UP DOOR TO BOX EAVE RAFTER TO TRUSSED RAFTER POST CONNECTION POST CONNECTION DETAIL CONNECTION DETAIL Enclosed Design Pressures - 150 mph Basic Wind Speed Zone Roof Wa l l 1 2n 2r 2e 3r 3e 4 5 9.6 9.7 9.6 9.6 14.3 14.3 14.3 17.2 -11.1 -35.2 -28.1 -11.1 -61.5 -51.7 -16.0 -21.7 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 FL14425.1 SERIES 3652 THIS REM HAS BEEN DIGITALLY SIGNED AND SEALED BY MATTHEW BALDWIN, PE, ON 2/4/2022. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA CAMMANYVIIHM CODE INFOR 7ION DOE VERSION BC 2020 7th Edith CE-7-16 ANUFACTURER CARPORTS ANYWHER UILDING TYPE UTILITY STRUCTURE DNSTRUCTION TYPE I-B ISK CATEGORY I RE PROTECTION ONE RE SUPPRESSION SYSTEM NE CCUPANCY LITY. U (NO SPEED ult-150m h KPOSURE 8 RCLOSURE ENCLOSED ITERNAL PRESSURE COEFF. + - 0.18 (PORTANCE FACTOR I.0 DOF DEAD LOAD 10PSF OOF WE LOAD 20PSF OR 30011, P.I LOOR DEAD LOAD tOPSF .00R LIVE LOAD 5OPSF PRATING OF WALLS.FLOOR,ROOF N A ODULES PER BUILDING 1 URRICANE PROTECTION USAGE NO URRICANE SHELTER USAGE IND OUARE FOOTAGE 11.200 Sp. FT. '..-"""180002 Bridle Way. Port St. Lucia ' 40'L X 30'W X 12% Tn J Matthew T. Baldwin P. Flarldo Lleere 646M oSheet: CA-4 OF 4