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Home My WebLink AboutConstruction PlansN BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERT 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, INCLUDIN( 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 OWNERS 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 SEr—BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILRY OF THE OWNER. 6. ROOF AND WALL SHEATHING SECURED WITH #12-14x1" SELF —DRILLING SCREWS WITH SEAL WASHERS 0 6" O.C. MAX. 7. FIELD FRAMING CONNECTIONS SECURED WITH #12-143/4" SELF —DRILLING SCREWS. B. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP. 9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2.500LB TENSILE STRENGTH. 10. 12 OR 14GA, FRAMING IS 2.6"x2.5" TUBE STEEL NIPPLES ARE 2.26"x2.25" TUBE STEEL REATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION -MINIMU 2,600 PSI COMPRESSIVE STRENGTH AT 25 DAYS -ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE STRUCTURE —MINIMUM GRADE 40 STEEL —REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: —THE REBAR IS BENT COLD —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6—BAR DIAMETERS: AND —REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO AUGN WITH A VERTICAL CELL THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY. —COVER: —2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 1j" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }" FOR FINE GROUT, AND J" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER, AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER DOOR -0 CONSTRUCTION AND NOT DIRECTLY ACCORDANCE WITH ASTM A 153. >, BOLTS, AND NAILS EXPOSED L OR HOT DIPPED GALVANIZED. DOOR �E��w p Fp CDDE CoMpClORNAV VIE ST -L CE BOCG }"x5j" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST 2" MIN. BASE RAIL GRAD jr - ,I 2,500 PSI 4" _ CONCRETE SLAB WITH I-12" W.W.F. OR FIBER MES (2) #5 REBAR 0 6" O.C. MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM CAPACITY 2,000 PSF(TYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL PLAN VIEW 2.5" DOOR FRAMING J" RECESS -BOOR WIDTH -I ELEVATION VIEW DOOR FRAMING J" RECESS .751 4"—DOOR WID OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS 0:06 SOP I I CODE VERSION r.UU Zul/ am tamonq TYPE DEAD LOAD LIVE LOAD E LLI Z CSheet: OPSF FT. MTB 422 Dusk Way, Ft Pierce 45'L X 30'W X 14'H 11/9/19 Matthew T. BaldWin P.E. CA-1 OF 4 Ce^KPO RTSMYWHERE ,oc dA w q y-0• CODEINFORMA11ON b AaLL-w Doan CODE VERSION FBC 2017 6th Edition CE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE coNsrttucnaN TYPE II-B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY• U MIND SPEED ult-165mph EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. + — 0.18 IMPORTANCE FACTOR 1.0 •-n '-n1}' •_u{b• '-n -n •-n FRONT/REAR END WALL ROOF DEAD LOAD 10PSF ROOF LIVE LOAD OPSF 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 1,350 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1p Y aau-va 000a '-q�• aINNGMa= coon �• DRkW4 W. MTB DAM 11/6/19 Laonno 422 Dusk Way, Ft. Pierce sm. 46•L X 30-W X 14•H LEFT SIDE WALL (n W_ i Z_ Q LL 0 Z LLI /� � VA 11/9/19 Matthew T. Baldwin P.E. ' a-Wx. ---L—IL—LLL —E 1.�s RIGHT SIDE WALL W (n Florida License #64608 Sheet: CA-2 OF 4 CARPORTSANYWHOM CODE INFORM T[ON CODE VERSION FBC 2017 6th Edition CE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE I-B RISK CATEGORY I FIRE PROTECTION NONE - FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED ult-165mph EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. + — 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF FRONT/REAR END WALL ROOF LIVE LOAD 20PSF OR 3001b P.L- FLOORDEADLOAD IOPSF FLOOR UVE LOAD 5OPSF WRAMNG OF WALLS,FLOOR,ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTEGTON USAGE NO HURRICANE SHELTER USAGE IND SQUARE FOOTAGE 11.350 SQ. FT. REVISIONS REV DESCRIPTON DATE BY SMNOG ooa+ DRqWW MTB DAM 11/6/19 u VGN: 422 Dusk Way, Ft. Pierce 45'L X 3O'W X 14'H LEFT SIDE WALL (n W_ i Z LLI W , ,4 11/9/19 Matthew T. Baldwin P.E. Florida License #64608 RIGHT SIDE WALL4� (n Sheet: CA-3 OF 4 MINIMUM 6' TS NIPPLE. NIPPLE SECURED To., O WALL P05T WITH SCREWS 14X3' SELF-DRIWNG NIPPLE To BASE RAIL NIPPLE RASE I MINIMUM 6' Ts NIPPLE NIPPLE SECURED TO `HALL POST WITH (4412-14x3' SELF-DRIWNG 2'x2'x2' 16 GA ANGLE CUP SECURED WITH (4) #12-14)1" SELF-DRIWNG SCREWS POST TO BASE RAIL END POST TO BASE RAIL CONNECTION CONNECTION 2'x2"x2" 16 GA ANGLE CUP SECURED WITH (4) #12-14)1' SELF-DRIWNG SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL #12-14x1" SELF—DRIWNG SCREWS 6 10' O.C. MAX., 3' MAX. FROM CORNERS HORIZONTALLY/ 4' MAX. FROM CORNERS VERTICALLI -m ' r DOOR FRAME TO POST CONNECTION 2"x2'x2' 16 GA ANGLE CLIP SECURED WITH (4) #12-144' SELF-DRIWNG SCREWS 2'x2'x2' 16 GA ANGLE CUP .SECURED WITH (4) H12-14)4- SELF-DRIWNG SCREWS OR DOUBLE TS INTERMEDIATE POST TO HEADER/BASE RAIL/OR HEADER CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2'x2'x2" 16 GA ANGLE CUP SECURED WITH (4) W12-14x1" SELF -DRILLING SCREWS VARIES STD. MAX. SPACINGill 3" MIN. rSTD. MAX. SPACING VARIES of SIDE WALL ROLL —UP 1 DOOR/FRAME OUT 1 HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS #140" SELF-DRIWNG SCREWS ® 6" O.C. MAX. & 6" MAX. FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES — 165 Mph ROOF +23.3/-51.6 WALLS +25.4/-28.6 DOORS +25.4/-28.6 WINDOWS +25.4/-28.6 1 2 3 4 5 ZONE +12.0 —26.8 +14.9 —40.7 +23.3 —51.6 +24.2 —25.9 +25.4 —28.6 26 GAUGE ROOF SHEATHING SECURED WITH O Al2-144* SELF-DRIWNG SCREWS 2-1-2-1' (6" O.C. (9' O.C. MAX.)) 1' 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH LLING SCREWS 1 x1 ACH RAFTE R. R. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION TO 16 GA U—CHANNEL BRACE. MIN. 24" UP T( 7' POST, MIN. 48' OVE 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. (EXCLUDE END -WALLS) MINIMUM 6' Ts NIPPLE. NIPPLE SECURED TO WALL POST WITH SCREWS 14x1" SELF-DRIWNG MINIMUM 6" TS NIPPLE NIPPLE nx,n�. SECURED TO WALL POSE INGWITH �10�, . 1*. ■EE SCREWS 14xa:' SELF -DRILLING i'♦Yn OR DOUBLE TS HEADER CONNECTION DETAIL OPTION 2 TO BOX EAVE RAFTER TO I TRUSSED RAFTER POST CONNECTION DETAIL CONNECTION DETAIL MINIMUM 6" Ts NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)$12-14x4" SELF-DRIWNG SCREWS POST TO TRUSS APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1—R1 Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL274O3.1 Hampton Rib Wall Panel SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5 407 STEEL DOOR ROLL —UP DOOR JANUS INTERNATIONAL CORPORATION FL12765.3—R5 SERIES 3100 CATEGORY IFLOOR DEAD LOAD 110PSF FLOOR LNE LOAD 60PSF PER STRUCTURE U 422 Dusk Way, FL Pierce 45-L X 30-W X 14'H cn 11/9/19 J Q Mattha* T. n PP.E.Florida Ucense nae #64608 Sheet CA-4 OF 4