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Home My WebLink AboutCARPORT PLANSRECEIVED i 01 15 2018 i S;T. Lucie County, Permitting I I I I I I I L_ 0'— -�12"08" REINFORCED FOOTER PLAN VIEW 2 5" BUILDING FRAMING 2. RECESS --- 3- -- --- --- -- DOOR WIDTH ELEVATION VIEW BUILDING FRAMING RECESS T 75"J I DOOR WIDTH I ROLL —UP DOOR CONCRETE SPLASH —GUARD RECESS 4"x3"(2,500 LB.) CONCRETE WEDGE ANCHOR WITHIN 6" OF EACH POST. 2" MIN. BASE RAIL A_ft�24" EMBEDMENT MIN. 1 [CAPACITY �6'--12"CONCRETE FOOTER WITH(2) #5 IMUM SOIL BEARING REBAR ® 6" O.C. CONTINUOUS 2,000 PSF (TYP.) WITH MINIMUM 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL. ANCHOR DETAIL 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. ---- FRAE--------------------------------------------------------- MAW --------- -6 m �8/® 0bgj ST. LUCIE C COUNTY BUILD G D VISI N REVIEWED FOR COMP_LIA C REVIEWED BY DATE PLANS AND PERMIT MUSt B KEPT ON JOB SITE OR NO INSPECTIONS WILL BE MADE ALL MANUFACTURES LAF3LL% Sl43iRl NG U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0NCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD. --------- TRAW---------- 0'-1j I I i I FRAMF OUTI I i I I i -- T i I I I I I I I I I I I I FRAML OUT I I I I I I I I I I J 4 —091, CODE VERSION FBC 2017 6th Edition, ASCE— MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE RESIOENML STRUCTURE — — CONSTRUCTION —TYPE --- FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY R-2 RISK CATEGORY 1 BASIC WIND SPEED Vr-180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD tOPSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD IOPSF 'R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 2236 SO. FT. 1 1RE11SED SPACING & FRAMEOUTS I70/22/19I MT8 2 REVISED LENGTH 11 /7/181 MTB awn By: MTB Ite: 8/10/18 c Ion : 3b:1 3 S. Indian River Dr., Ft. Pierce 34982 )del : 431 X 52'W X 16'H NERni NOTES_ THIS BUILDING IS NOT EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015.22. ALL STEEL TUBING SHALL BE 50 KSI STEEL PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. ROOF AND WALL SHEATHING SECURED WITH #12-140" SELF—DRIWNG SCREWS WITH SEAL WASHERS 0 6" O.C. MAX. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" NDRI SCREWS. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2-W, 2,50OLB TENSILE STRENGTH. 14GA. FRAMING IS 2.5'x2.5" TUBE STEEL. NIPPLES ARE 2.25'x2.25" TUBE STEEL S= E i w_\ 11/7/18 z MattheW T. BOIdWin P.E. Florida License #64608 Sheet: CA-1 OF 4 - --- -- - _ - - - - - - - - -e' 1 4art . . - - - — - --- - — - -- - - - -- - - - - - amO CARPORTSANYWHERE - m CODE INFORMATION -a• Y nulk art n art - CODE VERSION FBC 2017 6th Edition, ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE ....._...._.....__ . .__.._..._. ....._..._...._ ... ...... ......._................. ........_ - . ....... .._ ............. BUILDING TYPE RESIDENTIALSTRUCTURE CONSTRUCTION TYPE - - II-B- --- - Y FIRE PROTECTION NONE FlRE SUPPRESSION SYSTEM NONE � �• � � �• d� _yTa• � � � �• -qb• � FRONT END WALL OCCUPANCY R-2 _.. . ................. _.._.._........_............ _......... __.._..__. __._.._....___._......... ____....... _........ ___..... RISK CATEGORY 1 BASIC WIND SPEED Vm-180a,ph ��- EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD 1OPSF `R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING I 1 HURRICANE PROTECTION USAGE NO ....................... . _-._........ _. ... _..... ....... _................. -..... _ ..._............ ... .._..._........ ........ ....... b HURRICANE SHELTER USAGE NO e nwfk an ..........._ SQUARE FOOTAGE 2,236 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 REVISED SPACING & FRAMEOUTS 10/22/18 MTB 2 REVISED LENGTH 11/7/18 MTB REM END WALL 'tr 'e Drawn By: MTB _.... _.. ...... ..._.._ .___ ..-._.. ..... _.... __ _......__.... Date: 8/ 10/ 18 Lac an: S. Indian River Dr., Ft. Pierce 34982 odel : 431 X 52'W X 16'H ' GENERAL NOES_ 1. THIS BUILDING IS NOT EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015.22. 2. ALL STEEL TUBING SHALL BE 50 KSI STEEL 3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SEr-BACKS, MD/OR OTHER LOCAL CODE REQUIREMENTS ME THE RESPONSIBILITY OF THE OWNER. 4. ROOF AND WALL SHEATHING SECURED WITH #12-14x1" SELF-DRIWNG SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. 5. FIELD FRAMING CONNECTIONS SECURED WITH e12-14x3/4" SELF-DRIWNG SCREWS. 6. ALL SHOP FRAMING CONNEC IONS ME TO BE ELDED_ 7. CONCRETE EXPANSIONS ANCHORS ME TO BE INIMUM ............................ ........................._ ._.................................._.........-._ ........... __......_.. ---.......__....._ ... _......_...._.._...._.................__ ..... _.................... ... ...... _................................... ... Contractor COPY '•°' W\ l 1r J �7 LC C II__L z w qj W 1/2"x3", Z500LB TENSILE STRENGTH. 8. 14GA.FRAMING IS 2.5"x2.5" TUBE STEEL NIPPLES ME 2.25"x2.25" TUBE STEEL LEFT SIDE WALL . 1 1 /7/ 18 Matthew T. Baldwin P.E. ..... _._............ ..... _..._............ .._.__.._........... __.... _....... --'-- ...... ..... .___ ..._................._ _.........._.____._ .......... __._.... _............. .._........ _._....... .-.. _.... - ........ ... . Pd !-d art uaws '�"'"' art uu+mr '�`"P °0°"1 aoa +•-q1• yy qy , b„M _, _, RIGHT SIDE WALL J cn Florida License #64608 Sheet: CA-2 OF 4 ]1� b - T ANY ERE CODE INFORMATION CODE VERSION FBC 2017 6th Edition, ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE RESIDENTIAL STRUCTURE CONSTRUCTIONTYPE — it- 9-FIRE PROTECTION NONE -o• FRONT END WALL FIRE SUPPRESSION SYSTEM NONE OCCUPANCY R-2 e RISK CATEGORY I BASIC WIND SPEED ve-180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1aPSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD 1OPSF 'R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 2,236 so. FT. REVISIONS REV DESCRIPTON DATE BY I REVISED SPACING & FRAMEOUTS 10/22/18 MTB 2 REVISED LENGTH 11/7/18 MT8 REAR END WALL Drawn By: MTB b Date: 8/ 10/ 18 IVYL c on: S. Indian River Dr., Ft. Pierce 34982 Model : 43'L X 52'W X 16'H GFNFRAI NOTFC 1. THIS BUILDINGIS NOT EXEMPTMTHE C ENERGY CONSERVATIONCODE PER SECTION1015.22. 2. ALL STEEL TUBING SHALL BE 50 KSI STEEL 3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. 4. ROOF AND WALL SHEATHING SECURED WITH #12-14x1' SELF-DRILUNG SCREWS WITH SEAL WASHERS ® 6O.C. MAX. 5. FIELD FRAMING CONNECTIONS SECURED WITH a12-14x3/4" SELF-DRIWNG SCREWS. BALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. 7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2'x3', Z50OL13 TENSILE STRENGTH. Contractor Copy Cn \LiJ Z w W 8. 14GA. FRAMING IS 2.5'x2.5' TUBE STEEL NIPPLES ARE 2.Wx225' TUBE STEEL LEFT SIDE WALL 1 1 /7/ 18 MottheW T. BoldWin P.E. Florida License #664608 b --------------------- RIGHT SIDE WALL Q (n H Sheet: CA-3 01 4 MINIMUM 6' TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH tT SECURED TO WALL POST WITH (4))(12-14x4' SELF —DRILLING SCREWS (4))j12-14 SELF—DRILUG SCRE115 {V" IPPLE TO NIPPLE TO A" 2"x2'x2' 16 GA ANGLE CUP SECURED 845E RAIL BASE RAIL WITH (4) #12-144" SELF—DRIWNC SCREWS 2'x2"x2' 16 GA ANGLE CUP SECURED WITH (4) 012-144" SELF—DRIWNC Ll:i SCREWS INTERMEDIATE POST TO POST TO BASE RAIL END POST TO BASE RAIL HEADER/BASE RAIL/OR "0_ ECTION C6NI�ECTIOf�T-- — — -- — WINDO —RAI-L DET 1L-- 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS 2"X2"x2" 16 GA ANGLE CUP SECURED WITH (4) 012-144" SELF—DRILUNG SCREWS OR DOUBLETS HEADER MINIMUM 6" TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)812-14,4' SELF—DRILUNG SCREWS OR DOUBLETS HEADER HEADER CONNECTION pft NECTION I HEADER CONNECTION DETAIL r—VARIES 26 GAUGE ROOF SHEATHING SECURED -F 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-1414" SELF —DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL d12-14x3" SELF —DRILLING SCREWS O 10' O.C. MAX., 3' MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALLY INTERIOR p EXTERIOR 1 DOOR FRAME TO POST CONNECTION INSTALL PER MANUFACTURERS INSTRUCTIONS #14x1" SELF —DRILLING SCREWS m 6" O.C. MAX. & 6' MAX. FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES - 180 Mph ROOF +27.8/-62.5 WALLS +32.5/-29.2 DOORS +32.5/-29.2 WINDOWS +32.5/-29.2 1 2 3 4 5 ZONE + 17.3 -24.9 +20.4 -48.3 +27.8 -62.5 +32.5 -29.2 +30.9 -26.7 STD. MAX. SPACING 3" STD. MAX. SPACING Pgrl VARIES SIDE WALL ROLL —UP DOOR HEADER DETAIL WITH (1)#12-14m SELF —DRILLING SCREWS ® 6" O.C. (9' O.C. MAX) 1' 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-14x1' SELF—DRIWNG SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION NIPPLE TO RAFTER MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)�12-144— SELF —DRILLING SCREWS POST TO TRUSS CONNECTION 26 GA RIDGE CAP r6"MAX 1-611 26 GA. ROOF SHEATHING 26 GAUGE ROOF SHEATHING SECURED ECURED TO —WITH (1)Al2-14,d' SELF—DRIWNGSCREWS O 9" D.C. MAX. )#12-14xi' EWS ROOF RIDGE CAP 60' TRUSS RAFTER TO REINFORCEMENT POST CONNECTION DETAIL CODE VERSION FBC6C 2017 fi!h Edition, ASCE—; CARPORTS ANYWHERE ®MANUFACTURER BUILDING TYPE RESIDENTIAL STRUCTURE CONSTRUCTION TYPE II—B PROTECTION NONE uFIRE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY R-2 ALLOWABLE NUMBER OF STORIES 1 LU BASIC WIND SPEED Ym 180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.18 IMPORTANCE FACTOR 1.15 U. ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD IOPSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE No SQUARE FOOTAGE 2, 188 SQ. FT_ TRUSSED RAFTER CONNECTION DETAIL APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 Hampton Rlb Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rlb Wall Panel SWINGING DOOR THERMA—TRU CORPORATION FL15225.1—R4 Classic —Craft 1i LL i I REVISED SPACING & FRAMECUTS p/[ /, 1 — 11 We: 8/10/18 Le9c�OR3ti n: S. Indian River Dr., Ft. Pierce 34982 Model : 44'L X 52'W X 16'H GENERAL NOTES 1. THIS BUILDING IS NOT EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015M. 2. ALL STEEL TUBING SHALL BE 50 KSI STEEL 3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. 4. ROOF AND WALL SHEATHING SECURED WITH 112-140" SELF —DRILLING SCREWS WITH SEAL WASHERS O 6" O.C. MAX. 5. FI FRAMING CONNECTIONS SECURED WITH W12-14x3/4' SELF—DRIWNG SCREWS. 6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. 7_ CONCRETE EXPANSIONS ANCHORS ARE TO BE (AINIMUM 1/2"x3 2.500LB TENSILE STRENGTH. 8.14GA FRAMING IS 2.5"x2.5" TUBE STEEL NIPPLES ARE 2.25"x2.25" TUBE STEEL Ll 10/22/18 J Q MattheW T. BaldWin P.E. Florida License #64608 Lij 0 Sheet: CA-4 OF 4