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Home My WebLink AboutBernard jennings Bldg 1 EngineeringI 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. 9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,500LB TENSILE STRENGTH. 10. 12 GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. —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 J" 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 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. MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER ROLL_ up ----------------------------------------------- DOOR 4'-0" I 8'-0" _I 01-011 SWINGING --------------------------------------------------- EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END—WALL POST 2" MIN.--{ i+ ABASE RAIL _,..L.L..I_ 11 71 /MINIMUM 2,500 PSI 4„ LAB WIT W.W.F. OR FIBER ME SOIL BEARING CO)N INUOUS WITH MINIMUM CAPACITY 2,000 PSF(TYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING J" RECESS 4" ---DOOR WIDTH ELEVATION VIEW DOOR FRAMING " RECESS .715 6OOR WIDTH OPTIONAL ROLL—UP DOOR CONCRETE SPLASH—GUARD RECESS 12'x12' REINFORCED FOOTER -----------------�--------------------------------------- i i ROLL,'UP DOOR i i i i 0 I cV � I CODE VERSION IFBC 2017 6th Edition41 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 INTERNAL PRESSURE COEFF. +/— 0.18 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 800 SQ. FT. MTB 3/7/20 583 Oleander Ct., Ft. Pierce I-- 40'L X 20'W X 14'H 11 or Ild z Q w J J Sheet: MottheW T. BoldWin P.E. Florida License #64608 CA -1 OF 4 a o Y CARPOMSAN' ANERE CODE INFORMATION CODE VERSION FBC 2017 6th Edition ASCE-7-10 -_------------- ____—-_........ ____......................... _._.......__ MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE DOOR - CONSTRUCTION TYPE II-B _______._—_____.___..__.._......_..__.__ RISK CATEGORY I FIRE PROTECTION NONE _........... ___—......... ....................... ______-_-__............................ ...... FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-1165mph EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/- 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF 20'-0' FRONT END WALL 20'-0' FRONT END WALL ROOF LIVE LOAD 20PSF OR 3001b P.L. FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 60PSF 0 Y "R"RATING OF WALLS,FLOOR,ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 800 SO. Fr. REvlsloNs REV DESCRIPTON DATE BY _-._._........_......_..._...... _._.__..... DRAW B` MTB ROLL-1111 -.......... ._..........-----.....e....._................._.__ ana DATE: 3/7/20 LOCATION: 583 Oleander Ct., Ft. Pierce SIZE` 40'L X 20'W X 14'H '-o LEFT SIDE WALL 40cn w LLJ "U W — Cn Y }- Cr d t •�•' b`\� \mac* �n- Matthew T. Baldwin P.E. Florida License #64608 sWNrNG DOOR Sheet: CA-3 OF 4 RIGHT SIDE WALL MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC)REWS 14xj" SELF–DRILLING NIPPLE TO 7—\ BASE RAIL POST TO BASE RAIL CONNECTION NIPPLE BASE F 2%2%2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF–DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL INTERIOR #12-14xj" SELF–DRILLING SCREWS ® 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALLI EXTERIOR DOOR FRAME TO POST CONNECTION MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)SCREWS #12-14)4" SELF–DRILLING 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF–DRILLING SCREWS It 2%2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF–DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF–DRILLING SCREWS 1GLE OR DOUBLETS ADER INTERMEDIATE POST TO D POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF–DRILLING SCREWS 26 GAUGE ROOF SHEATHING SECURED WITH VARIES (1)#12-14xj" SELF–DRILLING SCREWS _r 2-1-2-1' (6" O.C. (9" O.C. MAX.)) STD. MANG z t �3SPMIN. MAX. SPACING VARIES SIDE WALL ROLL—UP DOORFRAME OUT HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS #141" SELF–DRILLING SCREWS ® 6" O.C. MAX. & 6" MAX. FROM CORNERS ROLL—UP DOOR TO POST CONNECTION DESIGN PRESSURES — 165 Mph ROOF +23.3/-51.6 FL27402.1 —R1 WALLS +25.4/-28.6 II–B DOORS +25.4/-28.6 FL27403.1 WINDOWS +25.4/-28.6 NONE SWINGING DOOR 1 2 3 407 STEEL DOOR 4 5 ZONE +12.0 —26.8 +14.9 —40.7 +23.3 —51.6 +24.2 —25.9 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 TO 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)#12-14xj" SELF–DRILLING SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL IPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH Aga tMT'SMYItHEtE SCREWS 14x" SELF–DRILLING SINGLE OR DOUBLETS HEADER CONNECTION DETAIL OPTION 2 N TO 1 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14)j- SELF–DRILLING SCREWS POST TO TRUSS CONNECTION APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 —R1 UTILITY STRUCTURE Hampton Rib Roof Panel II–B WALL SHEATHING Carports Anywhere FL27403.1 NONE Hampton Rib Wall Panel NONE SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5 V I–165moh 407 STEEL DOOR SQUARE FOOTAGE ROLL—UP DOOR JANUS INTERNATIONAL CORPORATION Ll 2765.3—R5 SERIES 3100 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 V I–165moh INTERNAL PRESSURE COEFF. +/– 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF 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 800 SQ. FT. MTB 3/7/20 583 Oleander Ct., Ft. Pierce I-- 40'L X 20'W X 14'H 11 Matthew f T. Baldwin P. E. Florida License #64608 Sheet: CA -4 OF 4