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Home My WebLink Aboutdavid rogers engineering1. 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 Al003/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 #12-140" 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. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. 10'-2" 2' -6"- -----------------------------------------WINDOW ROLL -U DOOR i i i i L______ -8 NOTES: 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 J" 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 14" 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 10GA. W.W.F. (OR FIBER MESH) AND 12"02" REINFORCED FOOTER PERIMETER --------------------------------------------------------------------------- WINDOW 10'-2" —2'-6" I 12'- 4"x5j" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END -WALL POST 2" MIN. --I H- .-BASE RAIL I I—III—III—I I 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. I--12„ OR FIBER MESH (2) #5 REBAR ® 6" O.C. MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM CAPACITY 500 PSF(TYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION /BASF RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING " RECESS 4 DOOR WIDTH ELEVATION VIEW DOOR FRAMING T RECESS •75"J 4„ DOOR WIDTH OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS �12"x12" REINFORCED FOOTER ----------------- SWINGING DOOR WINDOW 5 3'-0" -2 ---4-2'-6 2'-6" I- 0'-0" CODE VERSION FBC 2017 6th Edition, ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II -B RISK CATEGORY I FIRE PROTECTION INONE FIRE SUPPRESSION SYSTEM INONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph INTERNAL PRESSURE COEFF, I+/- 0.18 �Z i 0 I� I i i i i � o ROLL4UP DOOR i i i i 0'-2 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES 0 I MTB 7/30/20 702 Anita St., Ft. Pierce 501 X 24'W X 14'H _\CENSE NO. 64608 E 2 i 'n STATE OF •4 Digitally signed 0 by Matthew Baldwin Date: 2020.07.30 15:50:16 -04'00' z Matthew T. BaldWin P.E_ Q Florida License #64608 Sheet: CA -1 OF 4 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF x ROOF LIVE LOAD 20PSF OR 3001b P.L. O I 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 11,200 SQ. FT. REVISIONS REV DESCRIPTON I DATE I BY �Z i 0 I� I i i i i � o ROLL4UP DOOR i i i i 0'-2 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES 0 I MTB 7/30/20 702 Anita St., Ft. Pierce 501 X 24'W X 14'H _\CENSE NO. 64608 E 2 i 'n STATE OF •4 Digitally signed 0 by Matthew Baldwin Date: 2020.07.30 15:50:16 -04'00' z Matthew T. BaldWin P.E_ Q Florida License #64608 Sheet: CA -1 OF 4 ROLL -UP DOOR ROLL -UP DOOR 24'-0" 24'-0" FRONT END WALL REAR END WALL LEFT SIDE WALL D Aga CAMM ERE CODE INFORMATION MAX. FBC 2017 6th Edition ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B O.C. I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph EXPOSURE 2'-6" ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.18 2'-6" 1.0 ROOF DEAD LOAD 0 WINDOW _I N ROOF LIVE LOAD 20PSF OR 300Ib P.L. FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF "R"RATING OF WALLS, FLOOR, ROOF N/A 0 WINDOW N 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE m SWINGING REVISIONS 10'-2"DOOR 10'-2" n' -n^ LEFT SIDE WALL D Aga CAMM ERE CODE INFORMATION CODE VERSION FBC 2017 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 OCCUPANCY UTILITY, U WIND SPEED Vult-150mph EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 300Ib 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 1,200 SQ. FT. REVISIONS MTB 7/30/20 702 Anita St., Ft. Pierce 50'L X 24'W X 14'H W O.a MAX_ PRINTED COPIES OF THIS DOCUMENT ARE NOT CD CONSIDERED SIGNED AND SEALED AND THE z SHA AUTHENTICATION CODE MUST BE VERIFIED 2'-6" 2'-6" ON ANY ELECTRONIC COPIES WINDOW WINDOW LL N N LZ 10'-2" 24'_6^ 10'-2" LLJ Matthew T. Baldwin P.E. LLJ Florida License #64608 Lei RIGHT SIDE WALL C Sheet: CA -2 OF 4 o v i? vRO CAMWMANMHME CODE INFORMATION FBC 2017 6th Edition, CODE VERSION ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II -B RISK CATEGORY I UP DOOR FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/- 0.18 IMPORTANCE FACTOR 1.0 24'-°• FRONT END WALL 24-0 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. REAR END WALL FLOOR DEAD LOAD 1OPSF 0 I Y FLOOR LIVE LOAD 5OPSF "R"RATING OF WALLS,FLOOR,ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1,200 SQ. FT. REVISIONS REV DESCRIPTON DATE BY WINDOW SWINGING DOOR WINDOW DRAWN BY: MTB DATE: 7/30/20 LOCATION: 702 Anita St., Ft. Pierce SIZE: 501 X 24'W X 14'H w 0 z LLJ W Matthew T. Baldwin P.E. Florida License #64608 50._0. I LEFT SIDE WALL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES WINDOW WINDOW I- 60'-0' I RIGHT SIDE WALL 0 _ Sheet: CA -3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SECURED TO WALL POST WITH (4)#12-14xi" SELF—DRILLING (4)#12-14xi" SELF—DRILLING SCREWS SCREWS 71� /— BASE RAIL NIPPLE TOT 62"x2"x2" 16 GA. ANGLE CLIP " SECURED WITH #12-14x " NIPPLE TO SC BASE RAI SELF—DRILLING SCREWS 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 #12-14xi" SELF—DRILLING SCREWS ® 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALL` EXTERIOR DOOR FRAME TO POST CONNECTION END POST TO BASE RAIL CONNECTION It 2"x2"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 SINGLE OR DOUBLETS HEADER INTERMEDIATE POST TO HEADER/BASE RAIL/OR HEADER CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF—DRILLING SCREWS VARIES STD. MAX. SPACING 3" MIN. 4 j STD. MAX. SP CING m VARIES > SIDE WALL ROLL -UP DOOR/FRAME OUT HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS #14x1" SELF—DRILLING SCREWS ® 6" O.C. MAX. & 6" MAX. FROM CORNERS ROLL -UP DOOR TO POST CONNECTION DESIGN PRESSURES - 150 Mph ROOF +19.3/-41.4 FL27402.1 —R1 WALLS +20.0/-22.2 NONE DOORS +20.0/-22.2 FL27403.1 WINDOWS +20.0/-22.2 Vult-150mph SWINGING DOOR 1 2 3 407 STEEL DOOR 4 5 ZONE +9.3 -21.9 +12.3 -35.1 +19.3 -41.4 + 18.8 -21.9 +20.0 -22.2 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xj" SELF—DRILLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-14x1" SELF—DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTIO VERTICAL SHEATHING OPTION 2 All IPPLE TO TRUSS 1 "x2j" 16 GA. EMINIU—CHANNEL BRACE, MIN. MUM 24" UP TO 7' POST, 0 48" OVER 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. (EXCLUDE END—WALLS). SECURED WITH (4)#12-14xi" SELF—DRILLING SCREWS. 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF—DRILLING SCREWS BOX SAVE RAFTER TO POST CONNECTION DETAIL TO TRU PPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH 12-14xi" SELF—DRILLING EWS SINGLE OR DOUBLETS HEADER HEADER CONNECTION DETAIL OPTION 2 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF—DRILLING SCREWS POST TO TRUSS CONNECTION PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 —R1 I Hampton Rib Roof Panel NONE WALL SHEATHING Carports Anywhere FL27403.1 U Hampton Rib Wall Panel Vult-150mph SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5 HURRICANE PROTECTION USAGE 407 STEEL DOOR HURRICANE SHELTER USAGE ROLL—UP DOOR JANUS INTERNATIONAL CORPORATION FL21450.3 REVISIONS_ SERIES 3100 WINDOW POCOHONTAS ALUMINUM COMPANY, INC. FL12940-R5 MODEL 10OVS _� lid �� 1►��Ji l CODE VERSION BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCYUTILITY, U WIND SPEED Vult-150mph ENCLOSURE ENCLOSED 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 1,200 SQ. FT. REVISIONS_ awvwry HY: MTB DATE: 7/30/20 LOCATION: 702 Anita St., Ft. Pierce SIZE: 501 X 24'W X 14'H J Q Matthew T. Baldwin P.E. < Florida License #64608 i; i W Sheet: CA -4 OF 4