Loading...
HomeMy WebLinkAboutCARPORT SPECIFICATIONSLEFT SIDE ELEVATION FRONT ELEVATION GENERAL NOTES RIGHT SIDE ELEVATION REAR ELEVATION 1. THESE PLANS BELONG EXCLUSIVELY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM (MWFRS), COMPONENTS AND CLADDING (C&C), AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PROPERTY SET -BACKS, ELECTRICAL, PLUMBING, INGRESS/EGRESS, FINISH FLOOR SLOPES AND ELEVATIONS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE LIABILITY OF OTHERS. 2. THESE STRUCTURES ARE ENGINEERED AS NON -HABITABLE STORAGE/UTILITY STRUCTURES (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND LIVE AND WIND LOADS. UPGRADES NOT SPECIFICALLY ADDRESSED HEREIN, SUCH AS WINDOWS, DOORS, OR ANOTHER COMPONENT NOT LISTED IN THE FLORIDA BUILDING CODE APROVED PRODUCT LIST, AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH CAUSE ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. FLORIDA ENGINEERING LLC, SHALL NOT BE RESPONSIBLE FOR FAILURE OR STRUCTURAL DAMAGE DUE TO THE EXTRA LOAD. 3. ALL C&C SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S MANUALS AND INSTRUCTIONS. 4. FRAMING AROUND ROLL -UP DOOR OPENINGS SHALL BE 12GA TS POSTS AND 12GA TUBE STEEL (TS) HEADERS CROSS-SECTION MATCHING THE REMAINDER OF THE BUILDING FRAMING. 5. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE ZINC COATED HARDWARE. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1.4XW1.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185. OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHERS. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 8. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 9. CONCRETE ANCHORS SHALL BE 1/2" x 51/2" WEDGE (1/2" x 5" TAPCON LOT ON OTHER) ANCHORS OR EQUIVALENT. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017) -RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017) -BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-1/4" TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4" x 2-1/4" TS: NIPPLES ARE 2" x 2" TS FOR 12 GA FRAMING, EXCEPT AS NOTED IN NOTE 4 ABOVE. PRODUCTCATEGORY SUBCATEGORY MANUFACTURER APPROVAL No. &DATE STRUCTURAL _ _ LON-CORRUGATING-CO -- - - - - - - - - MPON�- _U__N_ 6 AUGE MASTERRIB PANEL 12/12/17 STRUCTURAL STRUCTURAL UNION CORRUGATING COMPANY FL9555.2-R4 COMPONENTS WALL 26 GAUGE MASTERRIB PANEL 12/12/17 EXTERIOR SWINGING ELIXER DOOR AND FL17996.5-R1 01/29/18 DOORS METAL COMPANY SERIES 407 DESIGN CRITERIA APPLICABLE CODES, REGULATIONS & STANDARDS: 1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23 WOOD. 2. ASCE7-10.&SEI7 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 4. AC1318 CONCRETE REFRENCE MANUAL. 5. PCI PRECAST& PRESTRESSED CONCRETE. 6. AA ASM 35 & AA ADM 1 WIND LOADS: 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE OCCUPANCY GROUP: U CONSTRUCTION TYPE: II-B BUILDING ENCLOSURE TYPE: PARTIALLY ENCLOSED RISK CATEGORY: I ULTIMATE WIND SPEED (MPH): 150 NOMINAL DESIGN WIND SPEED (MPH): 116 WIND EXPOSURE CATEGORY: B MEAN ROOF HEIGHT (FEET): 11.875 ROOF ANGLE (DEGREES): 14.0 DESIGN PRESSURES (PSF): ROOF: ZONE 1: +16.6 / -25.3 ZONE 2: +16.6 /-32.3 ZONE 3: +16.6 /-46.3 DESIGN ROOF PRESSURES: +16.6 /-30.8 WALLS: ZONE 4: +24.61-26.1 ZONE 5: +24.6 /-27.5 DESIGN WALL PRESSURES: +24.6 /-26.4 SWINGING DOOR: +27.9 /-29.6 DO W � 0 Iz 10 �Q zw ((uv � O m > d J Y._. ^ Z I . V) I J Hlul) z �aO ©�Ogymwoo "wwU:l:3:Ce J LLJ LU 0 1=wwQ:SF- U)_w0EU) \\�111111111111////>>// �4� 4 N ZLu LLB =U :V (�0 Q O z= % 0 cf) �v ........PROF /////111111111111�\ am U� 3 Z W O U a)v 0 W 0 cc m IL � in W U Ua 0=0Z pa,t-�mW LAJQ} a �aw¢_CLaj zOWU) ZVC-) L j W :z3 d � W Cc �1 U)(qmm W W Ci}M 1=-Q=MCA OF THE REINFORCED STEEL: FRECEIVEDCOVERAGE f i i QMINIMUM V31NCHES CONCRETE COVER OVER THE REINFORCED STEEL BARS IN THE FOUNDATIONS SHALL BE:V WHERE THE CONCRETE IS POURED AGAINST AND TEMPORARY IN CONTACT WITH THE EARTH OR UNPROTECTED FROM THE EARTH OR WEATHER, OTHERWISE 1-12 INCHES. REINFORCED BARSEMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM DISTANCE OF 1141NCH FOR FINE GROUT nty; Permitting OR 1/2 INCH FOR COARSE GROUT BETWEEN REINFORCED BARS AND PLANE OF THE CELL. REINFORCED BARS IMPLEMENTED IN THE STONEWORK SHALL HAVE A MASONRY COVER 2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO THE EARTH OR WEATHER 1-1/2 INCHES FOR STONEWORK NOT EXPOSED TO THE WEATHER OR EARTH. REINFORCING STEEL: -- --- TpE-R=iNFOASIR ,�S EEL SHALL BE MINIMUM GRADE 40. CONCRETE: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI. GfLVANIZATION: THE EXTERIOR WALL CONSTRUCTION WITH METAL ACCESSORIES THAT DON'T HAVE DIRECT EXPOSING OF WHETHER SHALL BE GALVANIZED ACCORDING TO ASTM A 153, CLASS B-2. SCREWS, BOLTS, PLATE CONNECTORS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. REINFORCEMENT MAY BE BENT IN THE FIELD OR SHOP AS LONG AS: 1. IT IS BENT COLD; 2. REINFRCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT; END, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR DIAMETERS. EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH. --� � m C) CID UI co M ZZQ E U n/ I.L fY U o_ W J O oo W Zr LL Ls7 , � (V n ~ I- c2 C , 0) O W Q 4- �i 0 Q U OLo a U_ � 04 O O LLi E: W 00 "-I N a0 0 0 M w U U 00 00 vl- w O W w W 2 - } z O� LLI Q WU� Of p wMU) YC.0� U a Uti LU 2F-0- DESIGN DATE: 6/5/2018 REVISION 1: 8/7/2018 PAGE: REVISION 2: DATE I� SCALE: NTS I .,4 ( 1 2-1/4• FOR 12 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND 2-VFOR 14 GA FRAMING F RAFTER, WITH (2) #12-14 x 3/4" SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) BEAM CROSS SECTION - SCALE:NTS GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS SECTION 1 - 1 SECTION 2 - 2 SECTION 3 - 3 - -- - - - — 1 GA U-CHANNEL BRACE O FASTENED TO RAFTER WITH (2) #12-14 x 3/4• SDF's AT - EACH END (4 PER BRACE) O O SECTION 4 - 4 TS RAFTEF ROOF PANEL ATTACHMENT SCALE:NTS GALVANIZED METAL WALL PANELS FASTENED '^ ^^""' "^^^^^'•'^ �^ MANUFACTURER'S NS GALVANIZED METAL WALL PANELS FASTENED rn =n -—ORDING TO MANUFACTURER'S NSTRUCTIONS GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS METAL ROOF PANEL it 2 4 VELS FAST �..�.. ,NUFACTURER'S INSTALLATION INSTRUCTIONS GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO MANUFACTURER'S-� INSTALLATION INSTRUCTIONS I O ED 4'-0"--4-4'-0" 3 GALVANIZED METAL WALL PANELS FASTENED MANUFACTURER'S CTIONS 3 ® - 2.5X2.5 1 K 4 Flu 2 � �; �� ��A11111111111� -Z co o LL OLLI J =U :U- -(0- Q O; z- Z co .�......... Roy m 0") V ~co rrJ M Z Z Q 00 �'p U uJJOao�, W Q I.L l0 ,C LLJ cy) a O�c' Z w Q —1 (1) 4-- � I— U � 0 Lo O N O I` 0 w U U 00 ter- d- oo r O LZ 1� U w O CL w w = Z J LL z ty- L11 Q Q 0 a Of wm(n w D H o ~ CO _ U I`a DESIGN DATE: 6/5/2018 REVISION 1: 8/7/2018 PAGE: REVISION 2: DATE n SCALE: NTS L 1 1 7 WASHERS TS CONTINUOUS BASE RAIL TOP OF ASPHALT PAVEMENT RILL ST HOLE THROUGH THE OR GROUND SURFACE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER ® THROUGH BOLT EYEANCHOR 58" ROD 48' LONG — - iu„eeamrm.mwn \ 1 GROUND BASE RAIL ANCHORAGE SCALE: NTS f TS BOX EAVE RAFTERr NIPPLE TO \�-- RAFTER ✓ I BRACE ANGLE SHALL BE MIN. 45' TS RAFTER POST MINIMUM 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x314' TO MAX 60° FROM HORIZONTAL CSECURE TS RAFTER POST MINIMUM T LONG TS NIPPLE CORNER SELF-DRIWNG FASTENERS EACH WITH (4) #12-14 z3/4'SELF-DRILUNG FASTENERS 1-12'x 1-12'x 716 GA CLIP ANGLE, SECURE TO RAFTER POST AND BASE RAIL WITH(4)#12-14 x 314' NG TS NIPPLE rTO TS CONTINUOUS BASE RAILif SELF -DRILLING FASTENERS ER AND POST H (4) #12-14 x 314- FASTENERS """"7�3116' TSCONTINUOUS BASE RAIL NIPPLE TO -----"-—— 'NIPPLETO BASE RAIL BASE RAIL RAFTER POSTIBASE RAIL END POSTIBASE RAIL BOX EAVE RAFTERICORNER POST CONNECTION DETAIL 4 CONNECTION DETAIL 2 CONNECTION DETAIL SCALE:NTS SCALE:NTS SCALE: NTS (12 GA FOR ROLL -UP DOOR FRAME) TS RAFTER TS TRUSSED RAFTER CHORD, 2' x 7 x 2' 16 GA ANGLE CLIP OR NON-STRUCTURAL HEADER SECURE TO POST AND RAFTER TS NON-STRUCTURAL HEADER WITH #12-14 x 314' SDFS, (12 GA FOR ROLL -UP DOOR FRAME) (2) ON TOP AND (2) ON SIDE 7 x 7 x 716 GA ANGLE CLIP OR SECURE TO POST AND TOP OF HEADER, Y x Y x 71. GA ANGLE CLIP OR BOTTOM OF WINDOW RAIUGIRT 2".4 16 GA PLATE SECURE TO EACH SECURE TO POST (EACH SIDE) AND RAFTER WITH #12-14 x 3/4' SDF'S SIDE OF POST/RAFTER CONNECTION (4)#12-14 x 3/4' SDFS, (2) ON BOTTOM DF'S, DWITH T M AND (2) ON SIDE (2) ON POST, (2) ON RAFTER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) TS END POST NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END, CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. END POSTIRAFTER - ONSTRUCTURAL HEADER OR WINDOW RAI 5 TO POST CONNECTION DETAIL 6 CONNECTION DETAIL SCALE: NTS OST TO NONSTRUCTURAL HEADER, BASE, 7 SCALE: NTS L OR WINDOW RAIL CONNECTION DETAIL fm SCALE:NTS STD. MAX. SPACING -' IP SECURE WITH ( ANGLE L ) # 2-14 x314- �I SELF-DRIIWNG SCREWS SPACING 9 SIDE WALL ROLL -UP DOOR HEADER CONNECTION DETAIL SCALE:NTS TS END POST OR DOOR/ WINDOW FRAME POST —,,NOTE: AT ROLL -UP DOOR OPENINGS. POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. TS NONSTRUCTURAL HEADER '12 GA FOR ROLL -UP DOOR FRAME), BASE RAIL, OR WINDOW RAIL $ OSTTO NONSTRUCTURAL HEADER, BASE, L OR WINDOW RAIL CONNECTION DETAIL SCALE: NTS w ... v- YA'// :z p _ CD Lu 0 0) �CO M zz< O (0) 0� U L.LJ J 0 00 W rn Lo .L Z V^/ W M 0cy) wQ — a� W C) 4=1 \\\` 2 U 'c^ Y J L L LL N O n O LLI U U 00 oo r O Z U W 0 ry I..L Z it W Q U BUJ p LLI � a YC� F_ U1- (Do DESIGN DATE: 6/5/2018 REVISION 1: 8/7/2018 PAGE: REVISION 2: DATE SCALE: NTS