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Home My WebLink AboutBill Richmond Engineering (2)0 17 0 I I I I I I I I I i i SWRNG1r DOOR i I i i R04L-UP DOOR I i I i I I I i —0 1. 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 #12-143/4" SELF -DRILLING SCREWS, 8. 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 & 2,50OLB TENSILE STRENGTH. 10. 12 GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. SUB -GRADE SOILS: -TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION CONCRETE: -MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS -ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE STRUCTURE REINFORCING STEEL (REBAR) REQUIREMENTS: -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 ALIGN 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 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF #" FOR FINE GROUT, AND 4" 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 1j" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. GALVANIZATION: -METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. ---- Rni i—JJP----- DOOR 0' MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER 12"02 M J"x5j" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END -WALL POST 2" MIN.—i 4 .-BASE RAIL F--12"— MINIMUM SOIL BEARING CAPACITY 2,000 PSF(TYP.) Z 2,500 PSI 4" CONCRETE SLAB W.W.F. OR FIBER (2) #5 REBAR ® 6" O.C. CONTINUOUS WITH MINIMUM 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING " RECESS 4 DOOR WIDTII ELEVATION VIEW DOOR FRAMING " RECESS .75"T 4OOR WIDT " OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS _ED FOOTER 11 0 in N CAMIM CODE INFORMATION CODE VERSION rBC 2017 6th Edition 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 ENCLOSURE PARTIALLY ENCLOSED INTERNAL PRESSURE COEFF. +/- 0,55 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF 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 1,650 SQ. Fr. REVISIONS RFV DESCRIPTON DATE BY MTB 3/8/20 Hammock Lane., Pt. St. Lucie 1 55'L X 30'W X 12'H 11 Li 3,/g'/2.011,,. Z MattheW T. BaldWin P.E. Q Florida License #64608 6.i J F Sheet: CA-1 OF 4 12 3� -0'- FRAME OUT FRONT END WALL SWINGING DOOR ROLL -UP DOOR ' O.C. MAX. 10'-0. 0 I 0 ROLL -UP DOOR —o' 1 -7a' 3'-10 3'-1 "' 3'-1 ' 3'-10,-�'n 3'-10 3'-10 O.C. LEFT SIDE WALL RIGHT SIDE WALL -1 oR I 3'-1 oW' -I 3'- } CODE VERSION fBC 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 PARTIALLY ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.55 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 1,650 SQ. FT. REVISIONS MTB 3/8/20 Hammock Lane., Pt. St. Lucie 55'L X 30'W X 12'H `C L) W .3 9 2C� Matthew 7. BaldWin P.E. W Florida License #64608 Cn Sheet: CA-2 OF 4 FRAME OUT ONT END LEFT SIDE WALL RIGHT SIDE WALL SWINGING DOOR REAR END WALL CODE VERSION MANUFACTURER BUILDING TYPE CONSTRUCTION TYPE RISK CATEGORY 0 FIRE PROTECTION iV FIRE SUPPRESSION OCCUPANCY WIND SPEED -tju zu I i otn taltlon NSCE-7-10 :ARPORTS ANYWHERE JTILITY STRUCTURE I—B I LITY, U t-165mph ENCLOSURE PARTIALLY ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.55 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 1,650 SQ. FT, REVISIONS MTB 3/8/20 Hammock Lane., Pt. St. Lucie 55'L X 30'W X 12'H U. w LLJ Matthew T. Baldwin P.E. LLJ Florida License #64608 4i (—) (� Sheet: CA-3 OF4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SCREWS #12-14,j- SELF —DRILLING NIPPLE TO V \ BASE RAIL POST TO BASE RAIL CONNECTION NIPPLE T BASE RAI MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SCREWS 14xj" SELF —DRILLING 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 NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL INTERIOR #12-144" SELF —DRILLING SCREWS ® 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALL' EXTERIOR DOOR FRAME TO POST CONNECTION 18„ Ir 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS INTERMEDIATE POST TO HEADER/BASE RAIL/OR WINDOW RAIL DETAIL 2"x2"x2" 15 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING SCREWS SIDE WALL ROLL —UP DOOR/FRAME OUT HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS #140" SELF —DRILLING SCREWS ® 6" O.C. MAX. & 6" MAX. FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES — 165 Mph ROOF +27.8/-62.5 WALLS +32.5/-35.2 DOORS +32.5/-35.2 WINDOWS +32.5/-35.2 1 2 3 4 5 ZONE +17.3 —24.9 +20.4 —48.3 +27.8 —62.5 +30.9 —33.1 +32.5 —35.2 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)#12-14xj" SELF —DRILLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) ._ AIPPLE TO 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 16 GA. U—CHANNEL BRACE, MIN. 24" UP TO 7' POST, MIN. 48" OVEF 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. (EXCLUDE END —WALLS) MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH r„ ,i �� i �� SCREWS 14x "SELF —DRILLING (�.f1�7 �LL7rIr SINGLE OR DOUBLETS HEADER CONNECTION DETAIL OPTION 2 TO TRUSSED RAFTER CONNECTION DETAIL MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14x4" SELF —DRILLING SCREWS POST TO TRUSS CONNECTION APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL274O2.1 —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 CODE VERSION IFBC 2017 6th Edition,ll ecrr,_7_1n 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 PARTIALLY ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.55 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF 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 1,650 SQ. FT. REVISIONS DATE: MTB 3/8/20 Hammock Lane., Pt. St. Lucie 55'L X 30'W X 12'H I� Matthew T. Baldwin P.E. Florida License #54608 Sheet: CA-4 OF 4