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Home My WebLink AboutR DOty Engineering0'-0" OP r-------- i i i i L----------------------- m A_---12"x12" REINFORCED FOOTER --------------------------------- 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 #12-14x1" 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. 10. 12GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. -TO BE TER I E TREATED AND,COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION CONCREIL -MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS -ALL OPEN i REAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED T SLOPE AWAY FROM THE STRUCTURE -MINIMUM GRADE 40 STEEL -REBAR MAY 13E BENT IN SHOP OR FIELD PROVIDED: -THE RTBAR IS BENT COLD -THE DI ETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6-BAR DIAM RS: AND -REINFCFCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT I CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL. ESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZO LLY TO 6" VERTICALLY. -COVER: -2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CON T WITH SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF J" FOR FINE GROUT, 4ND 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 CR WEATHER, AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. GALVANIZATIO -METAL ACCE,SORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TC WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TC WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SWINGING DOOR J"x54" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END -WALL POST 2" MIN. B, GRAD - -I. TT F-12" MINIMUM SOIL BEARING CAPACITY 2,000 PSF(TYP.) RAIL N 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. OR FIBER MESF (2) #5 REBAR ® 6" O.C. CONTINUOUS WITH MINIMUM 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING 1 if J" RECESS 4" OOR WIDTH ELEVATION VIEW DOOR FRAMING " RECESS 75j 4„ OOR WIDTH OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER _ MESH) AND 12"x12" REINFORCED FOOTER PERIMETER --------------- - - BOLL -LP ------------------------------- ry� DOOR -4 0'-0 -40 ROLL--UP ---------------------- DOOR -4 0'-0" 0 _I jm rllkni� o4olb-, -aqwl a CODE VERSION jFBC 2017 6th Edition�j BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II-B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-165mph ENCLOSURE ENCLOSED OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 11.0 ROOF DEAD LOAD 11OPSF b P-L. I 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 2,000 SO. FT. MTB 5/13/20 5504 Birch Dr_, Ft. Pierce 401 X 50'W X 14'H 0 , r3 LLJ �atthew T. BaldWin P.E. z Florida License #64608 Q w J Sheet: CA— 1 0 F 6 0 I 0 I 5 1 0 0'-0 0' 3-4 12 Q3 1 —0 5 1 0 d 21 0 I 0l 3'-4" CA" ANWHEN —0 S I i� 0" "O C SPX ,0 CODE INFORMATION N CODE VERSION F2017 6th Edition ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE 10'-0" ROLL —UP DOOR 0 0 10'-0" ROLL —UP DOOR - o OCCUPANCY UTILITY, U WIND SPEED Vult-165mph EXPOSURE B ENCLOSURE ENCLOSED OPEN 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 IND SQUARE FOOTAGE 12,000 SQ. FT. REVISIONS REV REV DESCRIPTON DATE BY 30'-0" 10'-0" FRONT END WALL OnaWn er: MTB DATE: 5/ 13/20 LOCOON: 5504 Birch Dr., Ft. Pierce SIZE: 401 X 50'W X 14'H O I `w ,�tr� ` ,✓irk � LLJ — — U ��66 Ili 16 31_ 30'—O" 10'-0" MattheW T. BaldWin P.E. Florida License #64608 REAR END WALL w [Sheet, CA-2 OF 6 0 0'-0" ROLL —UP FRONT END WALL REAR END WALL 4 0' 0' CODE VERSION FBC 2017 6th Editior ASCE-7-10 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-165mph EXPOSURE B ENCLOSURE ENCLOSED OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF 0 ROOF LIVE LOAD 0PSF 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 2,000 SQ. FT. DESCRI MTB 5/13/20 5504 Birch Dr., Ft. Pierce 40'L X 50'W X 14'H 7 LIJ � jy \ > Matthew T. Baldwin P.E. Florida License #64608 wz w Sheet: CA-4 OF 6 sWiNGiNG DOOR LEFT SIDE RIGHT SIDE LEFT/RIGHT SIDE LEAN— 1 ' 1 (CODE VERSION IFBC 2017 6th Editionll ASCE-7-10 BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-165mph ENCLOSURE ENCLOSED OPEN 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 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 2,000 SQ. FT, MTB 5/13/20 5504 Birch Dr., Ft. Pierce 407L X 50'W X 14'H u) W 20 Matthew T. Baldwin P.E. W Florida License #64608 � (n Sheet: CA-5 CC 6 MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SECURED TO WALL POST WITH (4)#12-14x1" SELF—DRILLING/_2"x2"x2" (4)#12-14xi" SELF —DRILLING Ir SCREWS SCREWS 2"x2"x2" 16 GA. ANGLE CLIP NIPPLE TO 16 GA. ANGLE CLIP V ABASE RAIL NIPPLE TO f�" T SECURED WITH (4) #12-14xj" BASE RAI SECURED WITH (4) #12-14er" 2"x2"x2" 16 GA. ANGLE CLIP SELF —DRILLING SCREWS SELF —DRILLING SCREWS SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS SINGLE OR DOUBLETS I —I 11—I 1.=11 -1 HEADER I-1 I III I . . 111=1 ! - INTERMEDIATE POST TO POST TO BASE RAIL END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2%2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL 2"x2"x2" 16 GA, ANGLE CLIP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS 26 GAUGE ROOF SHEATHING SECURED WITH r-VARIES (1)1u12-14x4" SELF —DRILLING SCREWS MAX. SPACII` r-3" MIN. D. MAX. SP*CING VARIES SIDE WALL ROLL -UP DOOR/FRAME OUT HEADER DETAIL '2-1-2-1' (6" O.C. (9" O.C. MAX.)) _en �- 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 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC) 12 14xj" SELF —DRILLING INGLE OR DOUBLETS EADER HEADER CONNECTION DETAIL OPTION 2 N TO 1 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SCREWS POST TO TRUSS CONNECTION INSTALL PER MANUFACTURERS INSTRUCTIONS" 2 — 2"x2"x2" 16 GA. ANGLE CLIPS " IPPLE TO SECURED WITH (4) #12-14xj" TRUSS SELF —DRILLING SCREWS (PER CLIP) #12-14xi" SELF —DRILLING SCREWS ® 10" O.C. MAX., #14x1" SELF —DRILLING SCREWS ® 6" O.C. MAX. & 6" MAX. FROM CORNERS 1"x2�" 16 GA. U— A U—CHANNEL BRACE, MIN. 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. TO 7' POST, MIN 24" OVER 7' POST. MIN. FROM CORNERS VERTICALLY 45' TO MAX. 60' FROM HORIZ. (EXCLUDE END —WALLS). SECURED INTERIOR EXTERIOR Z„ Z 8 L WITH(DR#12-1UNG SCREWS. �12" MINIMUM 6" TS NIPPLE. NIPPLE t" MINIMUM 24" TS SECURED TO WALL POST WITH NIPPLE (4)#12-14x4" SELF —DRILLING DOOR FRAME TO POST ROLL —UP DOOR TO SCREWS BOX SAVE RAFTER TO TRUSSED RAFTER LEAN—TO TO TRUSS CONNECTION POST CONNECTION DETAIL CONNECTION POST CONNECTION CONNECTION DETAIL DESIGN PRESSURES — 165 Mph ROOF +23.3/-51.6 WALLS +25.4/-28.6 DOORS +25.4/-28.6 WINDOWS 1 +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 APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 — R 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 FL12765.3—R5 SERIES 3100 CODE VERSION IFBC 2017 6th Edition ji BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE 1. U 65m INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 0PSF 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 2,000 SQ. FT. MTB 5/13/20 5504 Birch Dr_, Ft. Pierce 401 X 50'W X 14'H Cn J Q Matthew T. Baldwin P.E. ♦— Florida License #64608 w W 0 Sheet: CA— 6 0 F 6