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HomeMy WebLinkAboutbuilding plans (2)r Ba• LEGEND: LB — LICENSED BUSINESS OE — OVERHEAD ELECTRIC xxxx' — SPOT El, EVA77ONS L — LENG771 D — DELTA R — RADIUS (M) — MEASURED (P) — PLATTED (C) — CAL CED 191 FIRRpN� N� �pTEVE Jp� 8,7' 7.90• r/ +E 1256.0 ' N65�h'�'9 E N6 6s z9• VOOL 9 No: E koeF5�110co fAMiL23o2 5100 , a5 1,01 10 06)0 IF 36 FpUNo AP6„(.R�S 3 _ pN CT W N � W �01 '' O ?P �O- 6.6' O 0.0 9.02 16 Op O x J� JEREV p �pY: N EtE m cp zE� W I,K. %k, co�cRp) poN° x 8B, pUNp UME!i1 ( _ m . 1 F MpN k Pp�E pl 90s 101 230 B7 F,pM� 91 0cK pR kRp6E 12.,: Ito o` + 00. 531 a MEN +'E 19 d"x4 tp00 0 RO) �.:.�..:: 1. ✓FOUM0000MgI 1ti .PRQI�� BO t Of vIAY INGO /�� RIvEMENI MNiERUN �1 pA 802' 6..15, 8.39 MIN S'--� R FRONT DES SIDES_ 7,s cNR SID)E'S'`__ REAR ZNG. TECH.. B0UiVIJAPY ,SURVEY LEGAL DESCIFIF'7701v.° LOT 12, BLOCK' J0, FORT PIERCE SHORES REVISED PLAT OF UNIT FOUR, ACCORDLNG TO THE PLAT 7HFREOF, RECORDED IN PLAT 17001( 9, PAGE 35, OF 7HE PUBLIC RE'CCROS OF ST. LUCIE COUNTY, FLOR1D,1. SURVEYOR'S NOMES. 7. NO ATTEMPT W45 MADE BY 7fIIS FIRM TO LOCATE UNDERG)701/ND ON/OR ADJACENT 70 THIS S17E 771E APPROXIMATE LOCATION OF ALL U77Ll7IES SHOWN HEREON WERE TAKEN FROM AS —BUILT DRAWINGS AND/OR ON SI7F LOCATION AND SHOULD BE VERIFIED. BEFORE CONSTRUCTION. 2. NO ATTEMPT W'AS MADE BY 771IS FIRM TO IOCAIF UNDERCROUND f0077NGS OF BUILDINGS OR FENCES ONjOR ADJACENT TO THIS 517E: J. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS OF WAY OF RECORD EXCEPT AS SHOVIN ON THE RECORD PLAT IF. ANY. 4. BEARINGS SNOWY HEREON REFER TO AN ASSUMED MERIDIAN OF N.657953'E ALONG THE NORRI EESTERL Y RIGHT OF WAY LINE OF FLAMINGO BOULEVARD.. 5. THIS SIIF LIES IN FLOOD ZONE X' AS SCALED AND INTERPOLATED ON FEMA MAP NO. 12111C-0181—✓, DA7ED: FEBRUARY 16, 2012. 6. 517E AREA: 14,401 SQUARE FEET OR 0.33 ACRES MORE OR LESS 7 LEGAL DESCRIP77ON FURNISHED BY CLIENT. 8 LIMITS OF JURISDICTIONAL WETLANDS, DITCHES, DRAINAGE WAYS, V! -TER FLOWS, AND/OR BODIES OF.W WITER, IF ANY ARE NOT DETERMINED BY THIS SURVEY. CLIENT IS ADVISED TO CONTACT APPROPRIATE GOVFRNING AGENCIES FOR POSSIBLE LIMITS OF ✓URISDIC:770N. 9. CITY WATER AVAILABLE. 10. AD0177ONS OR DELETIONS TO SURVEY MAPS OR REPORTS 8Y OTHER THAN THE SIGNING PARTY OR PARTIES 15 PROHIBITED WfTHOUT WRI7TEN CONSENT OF 771E SIGNING PARTY OR PARTIES 11. OVIfd£RSHIP OF FENCES AS SHOWN, IF ANY; ARE NOT DETERMINED BY THIS SURVEY. 12. ELEVATIONS SHOWN HEREON ARE BASED ON NOR TN AMERICAN VER77CAL DA7UM OF 1988, GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. SURVEYOR'S CEVIRCUION. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID 717E ORIGINAL RAISED SEAL OF A LICENSED FLORIDA SURVEYOR AND DECEIVED AUG 2 8 2017 PERMITTING St. Lucie County, FL THE SIGNATURE AND ROBE,RT 500P 7EV ,/E PROFESSIONAL LAND S NO. 4134 STATE OF fL SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS i1NC LEDrtalti-OS ORATTA4'ri�it) FIle Copy ,kRE THE RESRONSIBlUriOFTK� 0NTPA. C T rP OF HEMR1, �i P3�Cu SAFE LOAD - POUNDS PER LINEAR FOOT ID TYPE LENGTH BU8 BFB-OB 8FOB 12- 8F16-08 8F20-09 8F24-OB BF28-OB 8F32-OB 8F8-18 8F12-1BN3820 OF20-1B SF24-18 8F28-18 BF32-18 A 2'-10"(34") PRECAST 2231 3069 4605 7547 8974 10394 11809 3069 4605 7547 8974 10394 11809 e 3'-6" (42 PRECAST 2Y31 3069 37ts 6607 8054 9502 tosst 3069 4605 7547 8974 10394 11809 C 4'-0" (48') PRECAST 1966 2561 2751 4890 5961 7034 8107 2693 4605 7547 8974 10394 11809 D 4'-6" (54') PRECAST 1599 3753 4576 5400 6224 2189 4375 1 6113 7547 om 8672 10294 11809 E 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 1 5365 7547 73421i 8733 w 10127 " F 5'-10"(70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 1 4360 7168 6036 • 71810 83281m G 6'-6" (78") PRECAST 908 1238 2177 1 3480 3031 1 3707 4383 5081 1238 2177 1 3480 5381 1 8360 1039 8825 w H 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 1 2661 3898 5681 8467 w 6472 1 I 9'-4" (112') PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 6390 J 10'-6"(126') PRECAST 475 535 890 1247 2093 2777 2163 2530 643 1052 1533 2093 2781 3643 4754 K 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 L 12'-0"(144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 1 873 1 1254 1684 2193 2805 3552 M 13'-4"(160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1 1075 1428 1 1838 2316 2883 N 14'-0-(168') PRECAST P79 424 706 1 1002 1326 1 1697 2127 2630 442 708 1 1002 1326 1697 2127 2630 O 14'-8"(176") PRESTRESSED N.R. MR MR MR MR MR MR MR 458 783 1370 1902 2245 2517 2712 P 15'-4"(184") PRESTRESSED N.R. MR MR MR MR MR MR NR 412 710 1250 1733 2058 2320 2513 Q 17'-4"(208") PRESTRESSED N.R. MR MR MR MR MR MR— MR 2047 300 536 950 1326 1609 1849 R 19'-4"(232' PRESTRESSED N R MR MR MR MR MR MR MR 235 418 750 1037 1282 1515 1716 S 21'-4"(256") PRESTRESSED N.R. MR MR MR MR MR MR MR— 1486 180 340 598 845 1114 1359 T 22'-0"(264") PRESTRESSED N R MR MR MR MR MR NR NR 1390 165 315 550 784 1047. 1285 U 24'-0" (288") PRESTRESSED N.R. MR MR MR MR MR MR NK 129 250 450 654 884 1092 122g ELECTRICAL LEGEND (� 110V RECEPTACLE 110V RECEPTACLE ELEVATED SENSOR FLOOD LIGHT CEILING LIGHT FIXTURE WEATHER PROTECTED LIGHT p ELECTRICAL PANEL ELECTRICAL METER SWITCH - - SWITCHING CONNECTION FLUORESCENT LIGHT GAR. DR. OPENER SWITCH Fill GARAGE DOOR OPENER ELECTRIC NOTES: 1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED. 2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE. 3. EXISTING ELECTRIC METER. 4. ATTIC ACCESS SHALL HAVE A SWITCH AND LIGHT. 5. SMOKE DETECTORS SHALL BE CARBON MONOXIDE DETECTORS (PER FLORIDA STATUES 553.885) AND BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND SHALL BE HARD WIRED IN EACH SLEEPING ROOM AND OUTSIDE IN THE HALL OF THE IMMEDIATE VICINITY OF THE BEDROOMS 6. EXTERIOR LIGHTS AND OUTLETS TO BE LOCATED IN FLAT OF EXTERIOR SIDING. EXTERIOR OUTLETS SHALL BE GFI (GROUND FAULT CIRCUIT INTERRUPTER) WITH WEATHER PROOF COVERS (WP). 7. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/ BUILDER BUT SHALL REMAIN WITHIN ALL LOCAL AND STATE GUIDE LINES. J z f O Z LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END #5 REBAR AT TOP MIN. (1) REQUIRED 1 1/2" COVER OF LINTEL CAVITY 8" NOMINAL IN LINTEL (VARIES) F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT QUANITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T QUANITY OF #5 REBAR AT TOP OF LINTEL L NOMINAL HT. NOMINAL WIDTH LINTEL INFORMATION a 000 O EXISTING BATH EXISTING BEDROOM #2 (Till BEDROOM #3 BATH ( EXISTING -� MASONRY BLOCK WALLS PROPOSED 2X4 NON -BEARING R-13 INSULATED FRAMED WALL 20' 4' 16' SITTING EXISTING BEDROOM #4 TO STORAGE ROOM DUR-O-WALL D/A 990 CORRUGATED METAL STRAPS W/ (1) 1/4" DIA. TAPCON INTO EXISTING MASONRY @ EACH COURSE @ BLOCK ENDS AGAINST EXISTING WALL & FOUNDATION EXISTING BLOCK WALL ' LNEW'CMU ' IN -FILL BLOCK MASONRY OPEN NG FILL-IN DETAIL SCALE: 1/2" = V-0" EXISTING RESIDENCE TO REMAIN AS IS EXCEPT AS NOTED HEREIN EXISTING 2068 DOOR TO BE REMOVED & BLOCKED IN 19' REMOVE FRAME WALL ' EXISTING AREA TO EXISTING AREA TO GARAGE GARAGE ---T------ • ■ 1'-4° EXISTING MASONRY WALL & - --' WINDOWS TO BE REMOVED 3068 r - 14'-8" PROPOSED GARAGE 18080 OHD 22'-6" 2'-3" EXISTING LIVING ROOM 27' PORCH GARAGE EXP4JSIDN ELDER PLAN SCALES 1/4' = 1' 5/8 CEILING BOARD 1/2" DRYWALL ON EACH SIDE OF WALLS 2X4 STUD WALL @ 16" O.C. \. SINGLE 2X4 PT BOTTOM PLATE W/ 8d CASE HARDENED NAILS @ 18" O.C. SINGLE 2X4 TOP PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS NON BEARING FRAMED WALL CONCRETE SLAB 2X4 NON -BEARING SCALE: 1/4" = V-0" LEGEND REPRESENTS EXISTING LIVING AREA TO REMAIN REPRESENTS EXISTING LIVING AREA CHANGED TO GARAGE AREA REPRESENTS PROPOSED GARAGE MASONRY WALLS REPRESENTS 2X4 FRAMED WALL BETWEEN GARAGE & LIVING AREA I ■ PROVIDE VERTICAL #5 BAR AT EACH SIDE OF PROPOSED OPENINGS ® INDICATES LENGTH OF LINTEL +34.3 -38.2 INDICATES OPENING DESIGN PRESSURES 8 2 X 2 P.T. FIRRING STRIPS @ 24" O.C. FASTENED TO BLOCK WALLS W/ 2 1/4" CASE HARDENED NAILS @ 16" O.C. OR W/ HILTI BRAND ADHESIVE & 3/16" DIA. X 3" TAPCONS @ 24" O.C. FASTEN 'HARD! -PLANK' TO FIRRING AS PER MANUFACTURERS SPECIFICATIONS EXISTING MASONRY _ WALL #5 DOWEL 10" LONG _ DRILL & EXPDXY INTO _ EXISTING WALL MIN. (4) FOR 8' WALL HARDI-PLANK TO BLOCK FASTENING DETAIL #5 BAR EACH TOP COURSE EPDXIED INTO EXISTING MASONRY WALL AS SHOWN 25" LAP MIN. TYPICAL MASON"ZY WALL TIE-IN DETAIL suU: 1/4 - I DESIGN PRESSURE GRATER THAN -144.3 I'HESE PLANS AND ALL PROPOSED WW'% ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECE'SOART iN CARDER TO sannAm39�d�(H Li` PI.ICA lLOGES Y BE FASTENED DIRECTLY 4S PER SPECIFICATIONS -ASTENING SYSTEM' NAILS. NIn1*1 ] U >,t ►loq —0011, z ST. LiTCr Csa3_TrT^r PL'T t FEVL1i L� FORduLp iac�dLC' VCl1VRTL- qwl }DATE_ w _� PLANS AND PERNUT NfUST SEE KEPT ON JOB ' OR NO INSPECTION W111L L _ ❑^ n x r rl N r 00 � S4 1�1 Q 0 �j• o F� N M A W Ua J O a0 A o �LL O N= 0 � U METAL DRIP EDGE tF MATCH EXISTING 1X6F:ASCIA----._ ON 2X4 SUB -FASCIA -- 2X4 PT NAILED W/ 2X4 NAILER @ .16" O.C. W/ _ 12d CASE HARD (2) 16d NAILS PER END NAILS @ 12" O.C. TO MASONRY WALL GEORGIA PACIFIC 11/32" PLY -BEAD PANEL -- ATTACHED W/ Bd GALV. NAIL @ 4"D.C. 1g" SOFFIT IS NOT VENTED 18" MAX. SOFFIT DETAIL SCALE: 3/e" = 1' DO NOT SCALE DRAWINGS EXISTING TABULATION EXISTING LIVING AREA 3616 SQ FT PROPOSED TABULATION PROPOSED LIVING AREA 3526 SQ FT PROPOSED GARA E AREA 450 SO FT TOTAL AREA 3976 SQ FT ti i� SCOPE OF WORK: ADD GARAGE TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE & 2014 FLORIDA EXISTING BUILDING CODE. W m 0 rr aW oz h+i A O� � V) 0 U zu W 0) M 11 m ^ U J rr I M"1 F. Ui U u wFL U O I"•I ` � IIhM III `�y r FL PE #42002 SHEET si OF 3 File Colay PROPOSED 2X4 NON -BEARING R-13 INSULATED FRAMED WALL 4' 20' '—EXISTING 2068 DOOR TO EXISTING BE REMOVED & BLOCKED IN SITTING AREA EXISTING BEDROOM #4 TO EXISTING STORAGE ROOM PORCH EXISTING 4" CONCRETE CAP \ OVER EXISTING CONCRETE SLAB OF PREVIOUS PAST CARPORT BE REMOVED 8 --------- --------- ------- ' 3068 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITHIn ` W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON TREATED SOIL 0 J PROPOSED GARAGE N' TERMITE TREAT MEN T REQUIRED 1 FOUNDATION PLAN SCALE: 1/4" = 1' "% WINDOW IOPENING DOOR IN MASONRY OPENING IN WALL MASONRY m1 WALL 12" MASONRY WINDOW/DOOR BUCK ATTACHMENT SCALE: N.T.S. *NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). BUCK @ MASONRY OPENINGS WINDOWS- 2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" DIA. X 3 3/4" TAPCONS AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE OPENING. 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 12" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL BUCK ATTACHMENT OPTION (WINDOWS) 3/16" TAPCONS INTO PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2" MIN. DOORS - 2X DOOR BUCKS SHALL BE ATTACHED WITH 3/16" TAPCON ANCHORS @ 16" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL BUCK ATTACHMENT OPTION (DOORS) THROUGH THE DOOR JAMB INTO THE MASONRY WALL W/ 3/16" DIA. TAPCONS PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL 1. DUPONT TYVEK FLUID (BRUSH FORMULATION) SHALL BE APPLIED TO THE MASONRY OPENING & THE BACK OF EACH BUCK PRIOR TO INSTALLATION. DO NOT APPLY FLUID TO EXTERIOR AREA TO HAVE STUCCO. FILL ALL CORNERS W/ FLASHING OR DUPONT SEALANT FOR TYVEK FLUID APPLIED SYSTEM. 2. WINDOW BUCKS ARE TO BE 2X4 OR 2X6, #2 S.Y. PINE, PRESSURE TREATED TO 2.SCCA. BUCKS ARE TO BE FULLY BONDED TO MASONRY WITH SIKA IA CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 3. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR LESS THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 4. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR GROUTED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. WHERE 3/4" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH Y4"O TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR 1 %4" EMBEDMENT AT SPACING SPECIFIED BY N.O.A. EX RE RE 2'-3" 1'-4" TXT X 4" THICK CONCRETE PAD OR PAVERS 14'-8" FOOTER DETAILS #5 CONTINUOUS Z (2) #5 BARS CONTIN. Tv FIBERMESH OR W.W.M. TYP. EXTERIOR CONT. Fl CURB MONO -FOOTING 141,1 FIBERMESH OR -- -- WELDED WIRE MESH �.� (2) #5 BARS CONTIN. aI �lill�� TYP. GARAGE RECESS F2 MONOLITHIC FOOTING #5 X 12" @ 24" O.C. EPDXY 6" INTO EXISTING EXISTING FOOTER FOOTING FIBERMESH OR W.W.M 1-#5 CONT. 10" I 3" MIN. COVER TYP. INTERIOR CONT. F3 MONOLITHIC FOOTING A MAXIMUM OF A 1-1/2" FILLER MAY BE USED BETWEEN THE STRAP AND THE TRUSS WITH COMMON NAILS IF THE DISTANCE BETWEEN THE STRAP & TRUSS IS GREATER THAN 1/2" OR LESS THAN 1-1/2". THIS ELIMINATES THE SLACK IN THE STRAP TO TRUSS CONNECTION. PRE-ENGINEERED TRUSSES /ROOF SHEATHING TRUSS EMENVT� TRUSS ANCHOR USE A SIMPSON MTSM20 STRAP WHEN THE EMBEDDED STRAP IS MISSED OR FURTHER THAN 1-1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/4" (SIMPSON) TITEN OR TAPCON SCREWS (MASONRY WALL) & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 1045 LBS OF UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT THE ENGINEER. MISSED STRAP CONNECTION SCALE: N.T.S. TRUSS - CONNECT 2-2X4 TOP PLATE W/ SPH4 @ 32" O.C. --- - HARI-PLANK OVER HOUSE WRAP ON 1/2" - COX ATTACHED W/ 8d NAILS @ 4" O.C. 2X4 STUDS 0 16" O.C. W/ 1/2" THREADED - - ROD & 3" WASHER & NUT @ 32" O.C. EMBEDDED 6" INTO EXISTING BOND BEAM 2X4 BLOCKING BETWEEN EXISTING TRUSSES "-- - EXISTING TRUSS EXISTING BOND BEAM SCALE: 1/4" = I' DO NOT SCALED WINGS SCALE: 1/4" = I' TYPICAL WALL ON EXISTING ROOF SECTION SCALE 1/2" = 1' 0" METAL ROOF ON PEEL-N-STICK ON 1/2" CDX PLYWOOD 2" X 4" PRE-ENGINEERED WOOD TRUSSES ON 24" CENTERS \ ICYNENE INSULATION BY \ OTHERS IN MAIN ATTIC HURRICANE STRAP @EACH TRUSS METAL DRIP STRIP iX6 HARDI-FASCIA ON 2X4 SUB FASCIA — SEE SOFFIT DETAIL i i DOUBLE BOND BEAM W/ #5 BAR IN EACH COURSE PRE -CAST LINTELS ABOVE DOORS PRECAST SILL HARDI-BOARD PLANKS OPTIONAL: 1/2" DRYWALL ON FURRING ON ON FURRING STRIPS ON 3/4" R-MATTE PLUS-3 INSULATION ACHIEVES 5.0 THERMAL R-VALUE & 7.77 SYSTEM R-VALUE 4" CONCRETE SLAB W/6X6 10/10 WWM ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL #5 ROD W/ 10" HOOK IMBED MIN. OF 6" INTO FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND SPACING. 20" W X 16" D FOOTING W/ 2 #5 REBAR CONT. W/ MIN. 3" COVER (SEE SHEET 2) 4" _T= TYPICAL WALL SECTION SCALE 1/2" = 1' 0" (6" P.T. BUCK ON OUTED CELL. CONNECT J" X 3" TAPCON @ 8" O.C. 1" STEEL WASHERS (1 }" V. EMBED. TAPCONS ALL START AND END NO iRE THAN 4" IN FROM END BUCKS. TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE & 2014 FLORIDA EXISTING BUILDING rnDF- R Vn—I"InIaILolW t` o Z 04 0O 1 = M to J J Q 04 N0) W U 00 n x Ilr 00 0 �N C4'1J H ^nLd "W UW(a/I L � LLU A O n x N r I"� r s 00 Q V: o zto 0) N M LLI A VQ J � A 0o O O N Q � Q L mW C- m 0 � �11 z F~ frl �A W F�1 W O Fi W 0 U zu�°' 0) w0) M I --I W U K a A W � O\4IlOrrrr P .SHEET S2 OF 3 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK. 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE FIFTH EDITION OF THE (2014) FLORIDA BUILDING CODE, ACI318-05, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI-95, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED AND SHALL BE PERMITTED AT THE LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. CONTRACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT. 4. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING THEREFROM. S. THESE PLANS WERE DESIGNED FOR THE CONTRACTOR/OWNERTO BE PERMITTED AT THE LOCAL AGENCY (BUILDING DEPARTMENT AND SHOULD BE FOLLOWED AS. INSTRUCTED. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELISH ALL RESPONSIBILITY FROM THE ENGINEER OF RECORD. 6. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/ TRUSS ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. DESIGN PARAMETERS FOR WIND LOAD COf 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE 5TH EDITION (2014) 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS <15' 5. ROOF PITCH: 6/12; 26.57 DEGREES 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 4- 8. WIND SPEED IS 170 MPH 3 SECOND GUST 9 WIND EXPOSURE CLASSIFICATION• D 10. IMPORTANCE FACTOR = 1.00 11. COMPONENT & CLADDING ULTIMATE WIND PRESSURE ON ROO COMPONENT & CLADDING NOMINAL WIND PRESSURE ON WALL COMPONENT & CLADDING WIND PRESSURE ON SOFFIT: (SEE CHART ON RIGHT ON THIS PAGE) 12, LOADS: FLOOR LIVE LOAD = 40 PSF ROOF DEAD LOAD = 17 PSF ROOF LIVE LOAD = 20 PSF MASONRY WALL DEAD LOAD = 63 PSF 13. SHEAR WALLS WERE CONSIDERED 14. A CONTINUOUS LOAD PATH WAS PROVIDED 15 COMPONENT & CLADDING DETAILED PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT BUILDING DESIGN a OPENING ID PRODUCT MANUFACTURER MODEL # PRODUCT GLASS DESIGN PRESSURE PSF ATTACHMENT METHOD APPROVAL # DESCRIPTION PRESSURE TYPE, SIZE, SPACING & EMBEDMENT SINGLE OPAQUE EXTERIOR MASONITE CHEYENNE 2 PANEL PAINTED SMOOTH FIBERGLASS DOOR IMPACT +85 85 / +44.1 -47.9 # 12 WOOD SCREWS OR ELCO ULTRACON EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & 14"t EXTERIOR DOOR SWINGING DOOR IMPACT FL# 8228 O.C. ON THE SIDES W/ Tt" ITW TAPCONS 1 1/2" MIN INTO CONCRETE @ BOTTOM 6" FROM CORNERS OVER HEAD STEEL CLOPAY BUILDING PRODUCTS W6 WIND PACKAGE FL #16546.16 IMPACT +38 / -42 +34.3 -38.2 ATTACHED W/ 5/16" X 1 5/8" LAG SCREWS @ SAME LOCATIONS AS TRACK BOLTS (I.E. 3 }", 10", 22", 34", 48", ETC. ADDITIONAL LAG SCREWS ALSO LOCATED AT 16", 28" & 40" FROM BOTTOM. TWO LAG SCREWS GARAGE DOOR CO. ALSO LOCATED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. ROOFING METAL ROOFING GULF COAST SUPPLY & 26 GA. 5 V CRIMP FL# 11651.13 R2 NA -131 -108.5 #9- 15 X 1.5" HWH WITH SEALING WASHER W/ MIN. 1/4" PENTRATION @ 12" O.C. ON 15/32" PLYWOOD SHEATHING MANUFACTURING, LLC. JUSTMENT FACTOR 1.47) 5') 51<100 101<500 i +18.7 -38.2 +18.7 -53.9 -85.8 -97.6 . +39.2 -43.0 +34.3 38.2 i +39.2 -47.9 +34,3 38.2 16. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF / \ V END ZONE 5 D WITHIN F DISTANCE OF yz ©� 4' FROM BUILDING/ROOF CORNERS = (a) CONCRETE NOTES WALL WIND DESIGN ZONES 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING CONCRETE. SCALE: NTS 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACT 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 3. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF, UNLESS NOTED OTHERWISE. 4. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. S. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGESMOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 6. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDEP WIRE MESH TO CONFORM TO ASTM A-185. 6.1. PROVIDE CHAIRS & BOLSTERS 6.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO EXTERIOR ELEMENTS) 6.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT B" &TIE. 7. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL 6E ADEQUATELY SUPPORTED @ T-0" O.C. EACH WAY B. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: CAST AGAINST EARTH: 3" EXPOSED TO EXTERIOR ELEMENTS: 1" FORMED SURFACES: 1" 9. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 10. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. li. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 INCH LAP. PROVIDE CORNER BARS 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE, TEAROCK" IS NOT PERMITTED FOR SLABS. 13. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 14. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. 15. SOILS SHALL BE TREATED. CONCRETE MASONRY NOTES 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 1.1. MIN. PRISM STRENGTH OF 1500 PSI W/ 3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER. COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. S. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS I"OR THE FULL HEIGHT OF THE COLUMNS 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1-OS/ASCE 7-05/TMS 602-05, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530-05/ASCE 7-05/TMS 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA. 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. (EVERY OTHER COURSE) IN ALL WALLS. PROVIDE ADDITIONAL REINFORCING ON DURING THE MU WALL ERECTION TO WALLS. ARE SHALL BE TAKEN UR C EACH SIDE OF OPENING GREATER THAN 24" WIDE & AT CORNERS &INTER- SECTIONS OF C ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE 1N BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) &TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL 8. 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED). 8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP. 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY. 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR. IT. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. FOUNDATION NOTES 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000 PSF. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. WINDOWS & DOORS NOTES 1• WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.2 OF THE 2014 FBC RESIDENTIAL. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS & DOORS ARE TO BE INSTALLED ON PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. ROOFING NOTES 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS. WALL SUPPORT ! nMMnKI TOI ICC /,"T\ WHERE HIP MEETS RIDGE BETWEEN TRUSSES, INSTALL -y 12 X 12 RIDGE BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED I TO BE CUT TO MATCH SLOPE). NAIL WITH 3-16d NAILS PER END 1 HIP CATS SHALL BE I CONTINUODUS TO RIDGE 1 W/ (2) 16d NAILS PER END HIP TRUSS (HT) 1 T HIP GIRDER TRUSS HGT \ 7- i --- -- saw m m m / m NAIL END OF JACK TRUSSES W/ TOP CHORD 3- 16d COMMON BOTTOM CHORD 3-16d COMMON JACK TRUSS CONNECTION @ HIP AND GIRDER TRUSSES DETAIL TO THE LEFT SIMULATES TRUSS PLAN, CORRELATES TRUSS IDENTIFICATION TO CONNECTORS j- HIP TRUSSES _/\NAIL HIP JACK TRUSSES W/ TOP CHORD 2- #10 COMMON BOTTOM CHORD 2-#10 COMMON -� SUB -FASCIA BOARD ROOF SHEATHING TO BE CARRIED OVER 2 SPANS MINIMUM @ ALL LOCATIONS HIP JACK TRUSS (HIT) 16d NAIL HAS A MAXIMUM LATERAL RESISTANCE OF 108 lbs. ANCHOR SCHEDULE NOTE: ENGINEER SPECIFIES FASTENERS THAT SUPPLY U,+LTT, LOAD, & SHEAR REQUIREMENTS. PLEASE CONSULT W ENGINEER BEFORE SUBSTITUTING ANY SPECIFIED FASTENERS, NOT ALL FASTENERS LISTED ARE REQUIRED. U� UPLFT PROVDED FASTENING NOTES 2x) DENOTES NUMBER OF FASTENERS REQUIRED SIMPSM SPRUCE SY PINE _ @ A SPECIFIC BEARING LOCATION. META16 805 (5) 10d X 1 1/2" NAILS / EMBEDDED 4" INTO CONCRETE META16 1450 (7) 10d X 1 1/2"NAILS / EMBEDDED 4" INTO CONCRETE HETA16 1810 9 10d X 1 1/2" NAILS. EMBEDDED 4" INTO CONCRETE H2.5A s1s Fnn (10) 8dX 1 1/2" NAILS (HALF OF NAILS PER MEMBER) MTS16 860 1000 14 10d X 1 1/2" NAIL5 HALF OF NAILS PER MEMBER LSTA18 1110 1235 14 10d NAILS HALF DF NAILS PER MEMBER) MSTA24 1455 1640 1 (18) 10d NAILS W /HALF OF NAILS PER MEMBER HTT16 3400 3955 (24) 16d NAILS W/ 5/8" ALL -THREAD ROD EPDXIED 7" MIN. MTSM20 1045 (4)1/4" X 2 1/4" TITEN OR TAPCON (WALL) & (8)10d X 1 1/2" NAILS (TI VGT 3555 4940 2-PLY (16) SDS 1/4" X 3" W/ 5/8" EPDXIED 8" INTO CONCRETE VTCR 320 370 SUPPORTING TRUSS 4-10d NAILS W/ 3-10d X 1 1/2" ON VALLEY TRUSS H10A 1140 (16) 8d X 1 1/2" NAILS 0 TRUSS W (16) 8D X 1 1/2" NAILS TO PLATES (2X) H10 1810 PLACE 1- H10 ON EACH SIDE OF TOP PLATES SPH4 1170 1 1360 (12) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER) STRAP AND TIEDOWN SCHEDULE 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT A SPECIFIC BEARING LOCATION. UPLIFT FORCES SUPPLIED BY THEIR MANUFACTURER OF THE PRE-ENGINEERED TRUSSES, ENGINEER MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. CONTRACTOR SHALL VERIFY ALL BEARING FOOTER LOCATIONS WITH FINAL TRUSS ENGINEERING LAYOUT, TRUSS NFORMATION FROM MANUFACTURER TRUSS CONNECTION FRAME BEARNO WALL FASTENERS TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSS TO TRUSS BY TRUSS MANUFACTURER TRUSS TO MASONRY BOND BEAM TRUSS TO WOOD FRAMING TOP PLATE TO BOTTOM PLATE CONNECTIONS WALL ANCHOR CONNECTIONS TOP PLATE TO STUD CSPACING CONNECTIONMAXIMUM. MAxiMUM, o.. STUD TO BOTTOM PLATE BOTTOM PLATE TO FOUNDATION ANCHOR SPACING MAXIMUM O.C. Al 1 5 856/842 META16 N/A A5 1 5 849/836 META16 A3 1 9 856/842 _ H10A SPH4 32" O.C. A4G 1 9 1518/1518 (2X) H10 SPH4 32" O.C. A2G 1 7 1 1563/1562 HETA16 A6 1 6 854/843 META16 A7 1 5 854/843 META16 AH8 1 6 1425/1415 HETA16 313 1 3 2 283/0/84 H2.5A SPH4 32" O.C. 315 1 3 2 308/0/169 META16 - 321 1 3 2 517/117/111 META16 - H2.SA SPH4 32" O.C. 323 1 3 2 305/1/68 META16 - 333 1 3 2 207/80/62 H2.5A SPH4 32" O.C. 335 1 3 2 242/43/50 META16 - MVl 1 5,6 7 55/285/340/113 VTCR @ 2' 0•C N/A N/A MV2 1 6 7 134/503/152 VTCR @ 2' O.0 N/A NIA MV4 1 4 1 5 1 80/359/207 VTCR dal 2'O.0 NIA N/A MV5 1 4 1 5 1 82/280/66 VTCR @ 2' 0.0 N/A N/A TIMBER NOTES � w 0 1 Q 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED, ROOF TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF WIND LOAD BASED ON THE 2014 EDITION OF THE FLORIDA 1 QQ ¢ II1111 a RESIDENTIAL BUILDING CODE. a O 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE WITH TPI-95. 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING N rn w TO PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS 0n0 M Z WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. U m of 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. m 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM J w CHORD BETWEEN TWO TRUSSES FOR ACCESS. r 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. ' w A/C EQUIPMENT, ETC.) U w V) 1.6. DESIGN BOTTOM CHORDS FCR ATTIC TRUSSES FOR LIVE LOAD PER 2014 FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP. o U F SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD. ^ 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER w MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. 1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR 9% BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. 2. ROOF SHEATHING SHALL BE A MIN. OF 1/2" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO N ROOF FRAMING WITH 8d RING SHANK NAILS 4" O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND I` � VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING. `..+ 0 3. WALL SHEATHING SHALL BE A MIN. OF 1/2" COX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO FRAMING WITH 8d NAILS 4" O.C. AT PANEL EDGES AND 4" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING BETWEEN EXISTING TRUSSES. SPACE NAILS AT 4" O.C. AT BLOCKING. U 4. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: STUDS & PLATES SHALL BE CONSTRUCTION GRADE OR BETTER. BUCKS AGAINST CONCRETE SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER 5. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. O 6. 2X4 STUD BEARING WALLS SHALL BE PLACED AT 16" O.C. z N °\ 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE N NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. GENERAL CONSTRUCTION NOTES: ao A o� N 1. WEATHERING AREA IS NEGLIGIBLE 0 U 2. TERMITE AREA IS VERY HEAVY. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. rn LLJ 3. THE FLOOR OF THE GARAGE OR CA'iPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. m 4. HEATING IS NOT REQUIRED FOR THE GARAGE OF THIS STRUCTURE. O 0 5. EXISTING BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET > CLEAR WIDTH OR GREATER. MAXDUM SILL HEIGHT IS 44" FROM FINISH FLOOR. 6. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. 7. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS SHALL BE INTERCONNECTED. SMOKE DETECTORS SHALL BE HARD WIRED FOR NEW CONSTRUCTION. / 1 8. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A SMOKE -DEVELOPED F"I INDEX OF NOT GREATER THAN 450, 9. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO 1 EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. �1 10. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE I/1 ATTIC, A VAPOR RETARDER MUST ICE USED, 11. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED W 12. ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. FT) j�•� 13. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 14. AT LEAST ONE BATHROOM SHALL IIAVE A MINIMUM OF A 29" CLEAR OPENING. 15. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. 16. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER, 17. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. 18. ALL FRAMED BEARING WALLS SHALL HAVE A MINIMUM OF 3 - 2"XI2" #2 SOUTHERN YELLOW PINE HEADERS W/ 3/8"TO1h" PLYWOOD BETWEEN. 19. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. /1 20. SHUTTERS OR IMPACT GLASS ARE REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING CODE. O 1 Fi 21. INTERIOR BEARING FRAMED WALLS SHALL USE STUD GRADE LUMBER SPACED AT 161, O.C.. 22. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4S @ A MAXIMUM OF 8' O•C. 1 23. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, *^ O IJ,� C1177, C1178, C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE U CURRENT FLORIDA RESIDENTIAL BUILDING CODE, ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. U rn 24. CERAMIC TILE SURFACES SHALL B5. INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, A118. 1, A118.3, A136.1 AND A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE 0 rT� rn W WITH ASTM M C1286 C135 OR C1178 AND INSTALLED IN ACCORDANCE WITH , MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. r 25. ACCESS OPENING SHALL BE A MINIMUM OF 16" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR 1 FIXTURE. I --I u 26. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. H UJ 27. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. U V) a 28. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE y F_ PLANS OR FROM THE MANUFACTURER. `" ( j7`''C) 29. THERE SHALL BE A SELF CLOSING 20 MINUTE FIRE -RATED BETWEEN THE GARAGE AND THE LIVING AREA. 11 30. ROOF VENTING SHALL CONFORM IN/ R806 OF THE 2014 FLORIDA RESIDENTIAL BUILDING CODE. I --I A W Oro SE ,.. :7 TO THE BEST OF MY KNOWLEDGE, THIS SHEET STRUCTURE COMPLIES AND HAS BEEN �� DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE & 2014 FLORIDA EXISTING BUILDING DO NOT SCALCODE. OF E DRAWINGS 16723 N T-------------- i SECTION A LEFT ELEVATIUN NEW KNE SECTION B 24" KNEEWALL--�, i 1/4 11 _ i 1_OII INS TYPICAL END DETAIL 1 6 4 3/16" HEEL HT 24" OVERHANG EARIN SEE PLAN L a CLG. HEIGHTS A.F.F. OF MAIN HOUSE KNEEWALL f� REVIEWED BY: JUN 01' 7_0 71. TODD N. SmiTH, PA: FL PE #42062 File Copy COMPONENTS I S)IMPSON Strong -Tie °RMBUILDINGCOMPONENTSOGMAIL.COM DO NOT SET TRUSSES MUSING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES SIMPSON HANGERS .�. .. REVISION QTY ; TYPE CARRYING MEMBER CARRIED MEMBER DATE DESCRIPTION �LUS24 =4-1Od "- 2-10d __JHUS26 14-16d 5-16d -`-- HGUS26 20-16d 8 16d HHUS26-2 14-16d 6-16d —` HS26-2 GU'20-16d 8-16d - HUS28 22-16d 8-16d HHUS28-2 22-16d 8716d HG_US 28-2 36-1I 10-16d - THA422 22-16d 6-16d `- TH_AC422 22-16d 6-16d- LUS410 8-16d 6-16d REFERENCE HUS46 4-16d 4-16d HUS48 6-16d 6-16d LTHJR L 12-10d IHIP _. JACK - 2-1061 IOd oAttach hangers to 1-ply girders w/ 1 1/2 10d nails. oAttach hangers to 2-ply girders w/ 16d nails. *Truss manufacturer supplies hangers - L_ O A D W TOLL - I N Grt 20 PSF OTC DLL 10 PSF for truss to truss connections. *All hangers connecting trusses to � BC DL .BC ILL TYPICALATTIC 10 PSF building structure are determined by W/O STORAGE F 10 PSF building designer and Supplied by builder. .. I'sBC LL AS NOTED 30 PSF ATTIC WITH STORAGE ��T/�� �T�T 1 G I BC ILL AS NOTED 4O PSF{ Y V 1 V L V ATTIC LIVING SPACE .I'i� _I Do not lift single trusses with spans greater than 30' i DURATION _- 125 I by the peak. Do not attach cables, chains or hooks ' DEFLECTION L/240 to the web members. Refer to BCSI 1-03 Summary _ I Sheet provided for proper handling, installing and WIND SPEED 160 MPH} bracing methods. 2014 FLORIDA BUILDING CODE; ATTENTION FRAMERS/CONTRACTOR IMPORTANCE FACTOR LO Trusses are not to be cut or altered for any reason. EXPOSURE If there is a problem, you must follow the procedures _.._ _ . _ 1 listed below: MEAN HEIGHT 15'-0' (1) Notify RMBC immediately. TIC LL XX PSF (2) Secure proper Engr rgr'd for any repair. F TIC DL XX PSF RM BUILDING COMPONENTS will not honor any backcharges L unless authorized by a RMBC Representative. BC DL XX PSF —_ I Roof trusses are not designed for additional attic 9 TOTAL LOAD � XX PSF storage loads, unless noted otherwise. DURATION 100 Attic frame trusses noted as storage/mechanical R } DEFLECTION L/360 rooms are designed with additional 30 PSF BC ILL. Attic frame trusses noted as attic living space ----- are designed with additional 40 PSF BC ILL. SHEET I F _ _........... _.... -MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER -�^ - LAYOUT TECH: _ RM ENGINEERING BEFORE THEY ARE SET. _ �_....., ... _ _._. WARNING! Inadequate size and/or fastening of bracing ENGR TECH:,_..,,— RM 77 material is a major cause or erection dominoing. FILENAME:—_00141,dwg_ Any party who cuts or damages a truss shall be responsible for securing the engineering required for the repair and for subsequent costs. O! For proper installation of truss to truss connections, cJ refer to hanger installation guide for attachment purposes. )This truss placement diagram is for the use of the fabricator, general contractor, and truss erection contractor. It is not intended to be a substitute for a framing plan, which is the responsibility of the architect or engineer of record to provide. J >Trusses are designed in accordance with the n ANSI/TPI 1-2007 National Design Standard for metal M plate connected wood truss construction. Refer to BCSI 1-03 Summary Sheet for bracing & truss design dwgs for additional permanent bracing. CD ) )FIELD BRACING is not the responsibility of the truss I O m fabricator, truss designer, nor plate manufacturer. W p )Persons erecting trusses are cautioned to seek o O professional advice regarding erection bracing which Z 11 is always required to prevent toppling and dominoing. j c )It is the responsibility of the builder to provide LJJa adequate access roads into and through the site U O Q for the safe delivery of trusses. > O )WARNING! The consequences of improper handling, t:� C-4 co LLJ Nip erecting, and bracing may be collapse of the structure, or worse, serious personal injury or death. —� Q Q N IMPORTAINT Approval of this truss placement is necessary before production can begin. Verify all dimensions, spans, pitches, overhangs, elevations, and bearing conditions. Acceptance of this truss placement assumes total responsibility. The trusses will be built in strict accordance with this placement. SIGNED L_ U cn I a, �t O O O O CV Of, I U I O •— Elf W O � m O Q O U o