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HomeMy WebLinkAboutCARPORTWINDOW . FRONT ELEVATION REAR ELEVATION GENERAL NOTES 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 STORAGEAMUTY 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 UST, 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 ITS) 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 AT 28 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 314" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHERS. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 8. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 9. CONCRETE ANCHORS SHALL BE 12" x 512" WEDGE (12" x 5" TAPCON LDT 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 2-12" x 2-12" TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-114" 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. APPROVAL PRODUCTCATEGORY SUBCATEGORY MANUFACTURER No. &DATE STRUCTURAL ROOF DECK UNION CORRUGATING COMPANY FL9555.2-R4 12/12/17 COMPONENTS 26 GAUGE MASTERRIB PANEL STRUCTURAL STRUCTURAL UNION CORRUGATING COMPANY FLX(XXX.X-RX COMPONENTS WALL 29 GAUGE LAP SIDING PANEL XX/)WXX EXTERIOR ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 DOORS MODEL 203 10/07/17 EXTERIOR ELIXER DOOR AND FL17996.5-R1 DOORS SWINGING METAL COMPANY ERIESA0 01/29/18 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R2 MODEL 185 SH 12/29/17 GCp . ESQ QR01 �pAGCANE@9ED Ifc BY Lude County RIGHT SIDE ELEVATION WINDOW WINDOW LEFT SIDE ELEVATION WINUUW CONCEAIM FASTENL"S ORATi'AC14MMS ARE THE RESPONSIBILITY Or -ME CONTRACTOR OR RECORO 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. ASCE 7-10.&SE17- 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 4. AC1318 CONCRETE REFRENCE MANUAL. 5. PCI PRECAST & PRESTRESSED CONCRETE. 6. AA AS'A 35 & AA ADM I 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 COVERAGE OF THE REINFORCED STEEL' MINIMUM CONCRETE COVER OVER THE REINFORCED STEEL BARS IN THE FOUNDATIONS SHALL BE: 31NCHES WHERE THE CONCRETE IS POUREDAGAINST AND TEMPORARY IN CONTACT WITH THE EARTH OR UNPROTECTED FROM THE EARTH OR WEATHER, OTHERWISE 142INCHES. REINFORCED BARS EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM DISTANCE OF IA INCH FOR FINE GROUT OR 121NCH FOR COARSE GROUT BETWEEN REINFORCED BARS AND PLANE OF THE CELL REINFORCED BARS IMPLEMENTED IN THE STONEWORK SHALL HAVE A MASONRY COVER 21NCHES FOR MASONRY UNITS WITH FACE EXPOSED TO THE EARTH OR WEATHER 1-12INCHES FOR STONEWORK NOT EXPOSED TO THE WEATHER OR EARTH. REINFORCING STEEL THE REINFORSING STEEL SHALL BE MINIMUM GRADE 40. THESE PLANS AND ALL PROPOSED WORK kRE SUBJECT TO ANY CORRECTIONS 1EQUIRED BY FIELD INSPECTORS THAT MAY BE NEGE Y IN ORDER TO COMPLY WITH l.l, APPLfG�SLE CODES. \\�11111111111,11r///� // N o ' CD LL p'• LIJ Z O J - D- co v> > z° '� Jj w ///111111111111 U ,�'- -A 2) 0_ © e� jcmyv-v $ ST, LUCIE COUNTY BUILDING�DIV REVIEWED FOR COMPLIANCE REVIE B DATE r PLANS AND PER IT MUST BE KEP 0 JOB SITE OR NO INSPECTIONS) WItd MADE OCCUPANCY GROUP: U CONSTRUCTION TYPE: II-B BUILDING ENCLOSURE TYPE: ENCLOSED RISK CATEGORY: I ULTIMATE WIND SPEED (MPH): 150 NOMINAL DESIGN WIND SPEED (MPH): 116 WIND EXPOSURE CATEGORY: C MEAN ROOF HEIGHT (FEET): 17.125 ROOF ANGLE (DEGREES): 14.0 DESIGN PRESSURES (PSF): ROOF: ZONE 1: +11.51-22.7 ZONE 2: +11.51-31.7 ZONE 3: +11.51-49.7 DESIGN ROOF PRESSURES: +11.5/-25.9 WALLS: ZONE 4: +20.51-22.7 ZONE 5: +20.5 /-22.7 DESIGN WALL PRESSURES: +20.51-22.7 SWINGING DOOR: +26.1 I -28.2 ROLL -UP DOOR: +24.1 /-26.1 WINDOW: +27.2 /-29.5 J V_ J m w M M z Z p o U LL W J000� O U - W Q Z LL Lo s; N - LLl co Z O 0 Q U co O L^ NN LL LL 00 0 N N LU I❑ N 00 0 I- w U U 00 00 r O Z U LLB NO L.L LLI Z W Q J � W J W 2 W LL Z Z I11 CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI. � G -O` GALVANIZATION: ''/^ LV / N (D x THE EXTERIOR WALL CONSTRUCTION WITH METAL ACCESSORIES THAT DINT HAVE DIRECT EXPOSING OF WHETHER SHALL BE GALVANIZED r 11) LL• Q W 1)❑ ACCORDING TO ASTMA 153. CLASS 13-2 SCREWS. BOLTS. PLATE CONNECTORS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. O LU Q' O � a REINFORCEMENT MAY BE BENT IN THE FIELD OR SHOP AS LONG AS: O Q 1. IT IS BEM COLD; �1 /1�, z CDw 2REINFRCEMENTPARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT;' I F- 3. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SI%BAR DIAMETERS. "" LU '-`- LL Z O EXCEPTION: O WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH AVERTICAL CELL BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE 4ERMFFTEB-TO BEBENT-AT-A3LGPBOF NoT M-P THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO 61NCHES OF VERTICAL BAR LENGTH. Q- ESIGN-DATE' 7/14/Q-018 REVISION 1: DATE PAGE: REVISION 2: DATE O FILE C SCALE: NTS 3 oil IN m ., ..... ...... ..... ...... ...... ..... ...... ..... ...... ...... ..... ...... ..... ... f I I I I I 16"O/H —1------J---J---J----L---L---L---1----L---L---1---1---1--` ii I I I I I I I I I I I I I I iil .� ti;;: I I I I I I I I I I I I I I iiiit E: I I I __ __ ___ Eiif I I I I I I I I I I I I I I I r I I I I I I I I I I I Ef;;: I I I I I N I I I I o I I I I I I I r a I I I I I I I :;•: I I __ I I I rnV" .t t;: I I I I I No : I I I I I I I I I I I I ° iiiil E I I I I I I 1 � 1 I I I I I I •�: I t;: I I I I I I 1 0 1 I I I I I I rig I iZ I I I I 1 I I I I ii;a ---------------I—=--I---I---------+---+---+---+---+--;z r [.•� I I I I I I I I �.� tiii: I I I I I I I I I I I I I I ;;i:l ''--J---1---J---J---J----L---L---L---L---1---L---1---I-----� ��:; I I I I I I I I I I I I I I •.;� I I I I I I I I I I I I I I iil Eris 1____I ___I _--I I I I I I ___ t! 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Gunderson, P.E. #60102 PROJECT NO. 1818716 CA CERT. #30782 DATE: 7/24/2018 INSTALL W )6 1Q' x 51/7 WEDGE ANCHOR THROUGH BASE RAIL WITHIN 6' TS RAFTER POST MINIMUM 6' LONG TS NIPPLE MINIMUM 6' LONG TS NIPPLE TS RAFTER POST OF EACH RAFTER POST ALONG SIDES SECURE EACH WITH (4 111114 x3/4' CORNER SECURE EACH WITH (4) #12-14 x3/4' I SELF -DRILLING FASTENERS 2'x7x716 GAANGLE CLIP n n SELF-DR'LUNG FASTENERS SECURE TO POST AND BASE RAIL I ° I I ° n 1-UT .1-1- x716 GA CLIP WITH 012-14 x 314" SDF'S I ° ° j ° ANGLE. SECURE TO POST TS CONTINUOUS BASE RAIL ° i ° i SELOF--DRILLIINNGL FAITH 14 x314' _ AGROUND SURFACE -12 iV 2-05 BARS TS CONTINUOUS BASE RAIL -- -- 3/16' NIPPLE TO BASE RAIL 3116' NIPPLE TO EMBEDMENT BASE RAIL 1 CONCRETE MONO SLAB BASE RAIL ANCHORAGE SCALE: NTS TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER 7 z 2 z 2 76 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH #12-14 x 3/4' SOPS. (2) ON BOTTOM AND (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. 4 OST TO NONSTRUCTURAL HEADER, BASE, IL OR WINDOW RAIL 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 112 GA FOR ROLL -UP DOOR FRAME), BASE RAIL, OR WINDOW RAIL POST TO NONSTRUCTURAL HEADER, BA $ SE, IL OR WINDOW RAIL CONNECTION DETAIL SCALE: TUTS 2 RAFTER POSTIBASE RAIL CONNECTION DETAIL SCALE:NTS 7 x 7 x 7 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH #12-14 x 3/4' SDPS TS POST (12 GA FOR ROLL -UP DOOR FRAME) TS NON-STRUCTURAL HEADER (12 CA FOR ROLL -UP DOOR FRAME) TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) ON -STRUCTURAL HEADER OR WINDOW RAJ 5 TO POST CONNECTION DETAIL SCALE:NTS 3116' WELD, CONTINUOUS, 3N6' WELD, BOTH SIDES, ALL FOUR SIDES, TOP AND TOPAND BOTTOM BOTTOM TRUSS CHORDS ( TYPICAL ALL TRUSS POSTS) TS POST 12' 24- NIPPLE, CONTINUOS 3/16' WELD AT CENTER, ANGLED TO CONFORM TO TRUSS ANGLE 9 TRUSSED RAFTER CENTER CONNECTION DETAIL SCALE:NTS TS 3 END POST/BASE RAIL CONNECTION DETAIL SCALE: NTS TRUSSED RAFTER 7 x 7 x 2' 16 GA ANGLE CLIP 6' SECURE TO POST AND RAFTER 48'16GA U-CHANNEL BRACE WITH 012-14 x3/4' SDF'S, BRACE ANGLE SHALL BE MIN. 45' (2) ON TOP AND (2) ON SIDE WELD, CONTINUOUS, TO MAX. 60' FROM HORIZONTAL K116' ALLFURSIESOR TS NIPPLES 7x4' 16 GA PLATE SECURE TO EACH SECURE POSTS TO NIPPLES WITH (4)#12-14 z314' SIDE OF POSTIRAFTER CONNECTION WITH(4)#12-14x314"SDF'S, e 1 SELF -DRILLING FASTENERS (2) ON POST, (2) ON RAFTER 1 -_82 WELD OVERTRIGGER END POST TS LEG POST WAWELDED CONE 6 END POSTIRAFTER CONNECTION DETAIL SCALE:NTS 10 SIDE WALLROLL-UP DOOR HEADER CONNECTION DETAIL SCALE:NTS 7 RAFTERILEGASSAMBLY CONNECTION DETAIL SCALE:NTS 3/16' NIPPLE TO 12 GA TS POST POST MINIMUM 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF.DRILLING FASTENERS 11 HEADER(POST CONNECTION DETAIL SCALE: NITS Acz ' / •• N LL YQ-' =Z'co o O O.J_ _ : z C7 : w Zo %33 Z U .-ix pRp //1/11111111111\\\\\\\\ J J co co rn 0 co co zz< Z) O U U O _ W J 0 06 WLL .^c`` r W W rn~ V �'-M C WQ�;z ,;,a� V/ \� Q U W 0Lo0 J LI 0 N CD O M w U U oo 00 r w z w � J J w w w >2 } 3j LL Q OU 6 � 00� W Ofpia �Qw p o a Z�� U U I­_0) LU w�LL z O a DESIGN DATE: 7/14/2018 REVISION 1: DATE PAGE: 3 REVISION 2: DATE SCALE: NTS