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HomeMy WebLinkAboutBldg, shed plans904 - 043(o Fb- APPROVED PRODUCTS LIST GENERAL NOTES: 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 APPROVAL LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING PRODUCT CATEGORY SUB CATEGORY MANUFACTURER REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. No. &DATE 2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL20717.1 AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR 26 Gauge AG Panel 10/13/16 STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL20727.1 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR 26 Gauge AG Panel 10/13/16 STAINLESS STEEL. 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 314" SELF DRILLING FASTENERS WITH EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5 CONTROL SEAL WASHER@ B' D.C. AVERAGE. SedeS 407 09/07/15 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12.14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 Model 203 05/31/15 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2 FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. Model 100 VS 01/06/16 7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 8. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 9. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014. BUILDING. FRONT ELEVATION SCALE: 1/8" = 1' LEFT SIDE ELEVATION SCALE: 1/8" = 1' .File Copy ,OCCUPANCY GROUP: U CONSTRUCTION TYPE: II-B RISK CATEGORY: I BUILDING ENCLOSURE TYPE: ENCLOSED WIND EXPOSURE CATEGORY: C ULTIMATE WIND SPEED (MPH): 130 NOMINAL DESIGN WIND SPEED (MPH): 101 MEAN ROOF HEIGHT (FEET): 11.21 ROOF ANGLE (DEGREES): 14.0 DESIGN PRESSURES (PSF): ROOF: -34.0 WALLS: -29.1 SWINGINGDOOR: -30.7 ROLL -UP DOOR: -29.5 WINDOW: -36.7 NOTE: 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING. jTHESE PLANS A14D ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS -'l BY FIELD INSPECTORS THAT' S�� 16 20i1 r, NECFxStARY i(dPRDER•T0 k-AT i PWfPLICAf!.A CODES�n� 1 Nb �ear�fr'31aIL �Y �r I I = CtXPACT OR OF RECORD METAL FRAMING AND SIDING PREFABRICATED BY CAROLINA CARPORTS, INC. P.O. BOX 1263 REAR ELEVATION DOBSON, NORTH CAROLINA 27017 SCALE: 1/8" =1' S. jLQ0f^ CT-?NV5 �T'TT T%7u PT3,SIvN Fi)i; j+YXLIA.aL;E n�A 11.:I DATE _ PI IN' iVDPE DTMUSTAEKEPT GNjf)'L" OR tOINSPECTIONAVILLEEK"52. RIGHT SIDE ELEVATION SCALE: 1/8" =1' THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT REVISION OFTHE FLORIDA BUILDING CODE. BECHTOL ENGINEI 605 WEST NEW YORK AVI DELAND. FLORIDA 32720 Certificate of AuA6w4aftn I License PROPOSED UTILITY STRUCTURE 2625 LUCY LANE FORT PIERCE, FLORIDA BECHTOL ENGINEERING TUP B AND 7HTO /ne. LCHLitl6C,H�GLLE pHIINMNENTAL M'N W1FAVi.41E4M1N4 FMpNR6 TB TB NTS G17001 SHEET 1 OF 3 1 2 5' FRONT RAFTER/POST FRAMING PLAN SCALE: 1/8' = 1' 1 ICI-1�1�1�1 I� Ilk . Ill I\' 'mI\ o v © ©I�it ��- _ LEFT SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8' = 1' B. 26 GA. GALVANIZED METAL WALL PANELS, FASTENED TO POSTS WITH #12-14 x 3/4" SDP's WITH CONTROL SEAL WASHER @ MAXIMUM 8" O.C. 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH #12-14 x 3/4" SDF's WITH CONTROL SEAL WASHER @ AVERAGE 6" O.C. SPACING 3 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH 2-#12.14 x 3W' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAMING PLAN SCALE: 1/8' = 1' File Copy 5' REAR RAFTER/POST FRAMING PLAN SCALE: 1/8" =1' 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 314' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. o v i [Iv AIN IMI - m�_. RIGHT SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8" = 1' 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)#12-14x 3/4"SELF-DRILLING gECHTOL ENGINEERING AN; FASTENER SPACED NOT MORE THAN 48" O.C. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Auth ''2 abon ,r _ r28 GA. METAL ROOF PANEL / / `—TS RAFTER 7 ROOF PANEL ATTACHMENT Not To Scale 171 ►vg'R.HBL��4 No. gy9e �y0 PROPOSED UTILITY STRUCTURE 2625 LUCY LANE FORT PIERCE, FLORIDA 9/7/17 BECHTOL ENGINEERING LP NITS AND MSnNG, Inc. uxo x�m¢xxieu. ex+�xaxxexru. .wo wnxws rzsnxc wwxais =� TB "a G17001 °'.""aax.nm..wwmwce .,.o.om TS SHEET2OF3 INSI 1/2" x MINIMUM 5' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTERIBOW POSTS ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS 48" 16 GA U-CHANNEL BRACE BRACE ANGLE SHALL BE MIN. 45° TO MAX. 60° FROM HORIZONTAL MINIMUM / TER CHORD, I \-I I-�2^MINIMUM NIPPLE ER O 3�//ey�1 � OR NON-STRU116' TS TRUSSEDCTURAL HEADER 2-1/2" EMBEDMENT MONOLITHIC CONIC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE Not To Scale TS RAFTER POST 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4" SDF's, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To SCale #12-14 x 3/4" SIDE @ 12" O.C. GA. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top Coat. RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's RAFTER POST BOX EAVE RAFTER/POST DETAIL 2 Not To Scala POST 2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) #12-14 x 3/4" SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE TS NON-STRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL 6 Not To Scale 2"x2"xT 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON BOTTOM, (2) ON SIDE END POST TS END POST OR DOOR/ / WINDOW FRAME POST TS BASEANINDOW RAIL OR NON-STRUCTURAL HEADER File Copy TXTX2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) 1/4"x1" SDF's, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. END POST/RAFTER CONN. DETAIL POST TO RAIL, TRUSS CHORD, OR 3 Not To Scale �x� NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale NIPPLE TO BASE RAIL 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL % Not To Scale A SECTION Not To Scale #12-14 x 3/4" SDF ® 12. O.C. EXTERIOR Florida 2-1/2" FOR 14 GA FRAMII 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4' SOPS AT EACH END (4 PER BRACE) BRACE SECTION Not Tc Scale "R H',BECy 41 AN SE 0 '• ANC yy , INC. • ; */�yy