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Home My WebLink About#2003-0125 Revised Engieering0 I N 35'-0 16'-3" m WINDOW 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 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 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 #12-143/4" 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 & 2,500LB TENSILE STRENGTH. 10. 12 OR 14GA. 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 I" 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. LmIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER '--------------------------- ----- ---- ---------ROLL- UP --- DOOR 10'-0"wi� -8'-0" 16'-3" J"x54" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END -WALL POST 2" MIN.—I4 ABASE RAIL 04 " 2,500 PSI 4" CONCRETE SLAB WITH I 12„ W.W.F. OR FIBER MESE h— (2) #5 REBAR @ 6" O.C. MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM CAPACITY 2,000 PSF(TYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING " RECESS 4 OOR WIDTH MANUFACTURER CARI ELEVATION VIEW DOOR FRAMING i" RECESS .75"T 4" OOR WIDTH OPTIONAL ROLL—UP DOOR CONCRETE SPLASH—GUARD RECESS FIRE PROTECTION NON 12"x12 '' REINFORCED FOOTER - -- ---------------------------------------- DOOR 8 3,-0„ 0 m- 0 1 ---`-i i - 0 CODE VERSION FBC ASCI MANUFACTURER CARI BUILDING TYPE UTIL CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NON FIRE SUPPRESSION SYSTEM NON OCCUPANCY UTIL WIND SPEED Vult I I I 1 1 I i ROLL4UP DOOR 1 i i i r i i i SWINGING DOOR 4'-O8 I STRUCTURE U 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 840 SQ. FT. REVISIONS D PRODUCT MTB 2/2/20 4606 Magnolia Dr., Ft. Pierce 351 X 24-W X 10'H Lj LJ > 6" ,,g / 1 / 2'0- z MattheW T. BaldWln P.E. Q Florida License #64608 w I F Sheet:CA-1 OF 4 12 Q3 CARP'�� A�I'�11VMERE CODE INFORMATION 10'-0" CODE VERSION FBC 2017 6th Edition, ASCE-7-10 � MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II-B 0 0 o ROLL-UP DOOR o 0 RISK CATEGORY I FIRE PROTECTION NONE SWINGING FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U DOOR WIND SPEED Vult-165mph EXPOSURE B "2' D"-0 ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/- 0.18 24'-0" 24'-0" IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF FRONT END WALL REAR END WALL 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 840 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 RUD PRODUCT 6/8/20 MTB D.C. MAX. 0 I ROLL—UP 0 I DOOR SWINGING .I DOOR DRAWN BY: MTB 3'-0" DATE: 2/2/20 1D'-0" �77 " —meg LOCATION: 4606 Magnolia Dr., Ft. Pierce SIZE` 351 X 24'W X 1O'H 3'_1D" 8 8 X44 f6 8 88 88 35'-0" LEFT SIDE WALL ' O.C. MAX. • WINDOW I V LLJ C � Q kv _. LL LLJ LLJ MattheWT. B Florida L License RIGHT SIDE WALL � � r C Sheet: CA-2 01 4 CARPORT ANYWHEne Aw CODE INFORMATION CODE VERSION FBC 2017 6th Edition -.............................................................................................................................................. ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE - `---'--" 0 0 CONSTRUCTION TYPE II -B 0 1 0 RISK CATEGORY I DOOR FIRE PROTECTION NONE SWINGINGFIRE DOOR -- ................ _........ .......................... ...... _.........................._.. SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-165mph EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/- 0_18 IMPORTANCE FACTOR 1.0 24'_0" I I_ 24'-0" I ROOF DEAD LOAD 1OPSF FRONT END WALL REAR END WALL 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 840 SQ_ FT. REVISIONS REV DESCRIPTON DATE BY 1 RUD PRODUCT 6/8/20 MTB .-.—.- ................ —_........._.... 0 I 0 ROLL—UP �TOOR SWINGING DOOR DRAWN BY: MTB DATE: 2/2/20 -- - --- _ — ---- __. _..- _—___ LocAno 4606 Magnolia Dr., Ft. Pierce SIZE: 351 X 24'W X 10'H 35'-0" LEFT SIDE WALL 0 WINDOW 3: P LLJ 6/9/20 Matthew T. BaldWin P.E. W Florida License #64608 35'-0" RIGHT SIDE WALL 0 H sheet: CA -3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC)R WS 14xj" SELF—DRILLING 4117< NIPPLE TO BASE RAIL NIPPLE T BASE RAI MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC)REWS 14xj" SELF—DRILLING 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14)1- SELF—DRILLING SCREWS POST TO BASE RAIL END POST TO BASE RAIL CONNECTION CONNECTION 2"x2%2" 16 GA, ANGLE CLIP SECURED WITH (4) #12-14)j- 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 VERTICALL` EXTERIOR DOOR FRAME TO POST CONNECTION 11° It 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14)j- SELF—DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14)j- 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 ISTD. MAX. SPACING 3" MIN. STD. MAX. ACING 4 --VARIES SIDE WALL ROLL -UP 1 DOOR/FRAME OUT 1 HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS #14x1" SELF—DRILLING SCREWS ® 6" 0_C. MAX. & 6" MAX. FROM CORNERS ROLL -UP DOOR TO POST CONNECTION DESIGN PRESSURES - 165 Mph ROOF +22.0/-48.4 FL27402.1—R1 WALLS +22.8/-25.4 FIRE SUPPRESSION SYSTEM DOORS +22.8/-25.4 FL27403.1 WINDOWS +22.8/-25.4 MODULES PER BUILDING SWINGING DOOR 1 2 3 407 STEL DOOR 4 5 ZONE +11.7 -25.8 +14.3 -39.1 +22.0 -48.4 +20.1 -23.8 +22.8 -25.4 5 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xj" SELF—DRILLING SCREWS '2-1-2-1' (6" O_C_ (g" O.C. MAX.)) 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-140" 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 SC)REWS 14xi" SELF -DRILLING BOX EAVE RAFTER TO POST CONNECTION DETAIL IPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH 12-14xj" SELF—DRILLING WS SINGLE OR DOUBLETS HEADER HEADER CONNECTION DETAIL OPTION 2 NIP TO TR MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xj" SELF—DRILLING SCREWS POST TO TRUSS CONNECTION APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1—R1 FIRE PROTECTION Hampton Rib Roof Panel FIRE SUPPRESSION SYSTEM WALL SHEATHING Carports Anywhere FL27403.1 WIND SPEED Hampton Rib Wall Panel MODULES PER BUILDING SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5 HURRICANE SHELTER USAGE 407 STEL DOOR SQUARE FOOTAGE ROLL—UP DOOR JANUS INTERNATIONAL CORPORATION FL14425.1 SERIES 3652 WINDOW POCOHONTAS ALUMINUM COMPANY, INC. FL12940—R5 MODEL 10OVS m -No, mil, 6 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 —11 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 840 SQ. FT. 1 1 IRUD PRODUCT 1 6/8/20 IMTB11 MTB 2/2/20 4606 Magnolia Dr., Ft. Pierce 35'L X 24'W X 1O'H fr' u . , ii a S f A�i E • _J Q Matthew T, BaldWin P.E. Florida License #64608 W Q Sheet: CA -4 OF 4