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Home My WebLink AboutBuilding Plani LINTELS & ONE COURSE BEAM --- F1-- -- ---- -- — — —— F1 —JI BLOCK W/i#5REBAR CONT. #5 BAR IN _ - - FILLED COLUMN ■ 20'-6" BLOCK COLUMN I ■ BLOCK WALL 2 #5 DOWELS PER COLUMN ■ • ■ 17'-4" TI • • O o �,, 25" MIN. 4 THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. MIN. WITH - — ■ TROWEL SMOOTH FINISH _6" MIN REINFORCED WITH ■ �,_ —� a W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR PORCH TA 1 _ DE IL I BARRIER ON TREATED SOIL I I ■ - 52 1. DUPONT TYVEK FLUID BRUSH FORMULATION) SHALL BE APPLIED TO THE MASONRY OPENING & THE BACK OF EACH BUCK PRIOR TO INSTALLATIONS. DO NOT APPLY FLUID TO EXTERIOR AREA TO HAVE STUCCO. FILL ALL CORNERS W/ FLASHING OR DUPONT SEALANT FOR F11 TYVEK FLUID APPLIED SYSTEM. I 2.. WINDOW BUCKS ARE TO BE 2X4 OR 2X6, #2 S.Y. PINE PRESSURE TREATED TO 2.5CCA. 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 ■ F 1 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 9'-4 COORDINATE OPENING DIMENSIONS. I ■ WHERE 34" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH %4"O TAPCONS OF SUFFICIENT LENGTH ■ f 1; C TO ALLOW FOR 13/4". EMBEDMENT AT SPACING SPECIFIED BY N.O.A. XDOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL. O u s is" I • • O s MIz .." O■ BUCK MASONRY OPENINGS . unx t0 WINDOWS - 2" X 4' P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" WINDOWDIA. X 3 3/4" TAPCONS AT 12" O.C. ON THE �' 1 8'-81p SIDES AND ON THE TOP OF THE OPENING. OPENING DOOR ,_- ■ 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. ■ TAPCONS @ 12" O.C. PENETRATING 1 1/2"" MIN. IN MASONRY OPENING IN P INTO THE MASONRY WALL WALL MASONRY ° WALL BUCK ATTACHMENT OPTION (WINDOWS) 1 6 TAPCONS INTd 3 _ -----.-----------------------.-----. ■ PRE -MANUFACTURED HOLE PENETRATING INT 9S F3 I THE MASONRY WALL 1 1/2" MIN. 12. INMAX ■ ■ ■ _ ■ I I ! DOORS.._ P r ■ 2X DOOR BUCKS SHALL BE ATTACHED WITH — — - — — — — — — — - fH- -- — — — — — J F 1 3/16" TAPCON ANCHORS @ 16" O.C. ■ LL F3 : 8' PENETRATING 1 1/2" MIN. INTO THE MASONRY F4 WALL O 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. J -I TAPCONS @ 16"-0.C. PENETRATING 1 1/2" MIN. - - - -1 ■ _ - - - - _ :. -- __ -- INTO THE MASONRY WALL IsF1 ■ BUCK ATTACHMENT OPTION 1 I MASONRY WINDOW/DOOR BUCK ATTACHMENT ■ ■ ■ ■ INTO - DOORS THROUGH THE DOOR ]AMi� - — — — — — — — — -- (DOORS) SCALE. N.T.S. ■ 4" THICK CONCRETE FLOOR THE MASONRY WALL W/ 3/16 DIA. TAPCONS MASONRY - PENETRATING 1 1/2" MIN. INTO THE MASONRY NOTE: DOORS &WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SLAB, 3,000 P.S.I. MIN. WITH 1 FS WALL SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN. PRESSURES TROWEL SMOOTH FINISH ■ ■ ■ ■ ■ 5 4 ---- -- REINFORCED WITH REQUIRED (AS NOTED IN THESE PLANS). f 1 N ti I Q N O I ti J U O� U S J c Ll Z N � r o N N -J F- r Q Z O Q � 0 w ofO 3 U W J Z ILL x U D (O/I W Z z O N.� o H i0 J LOW W I W N r LL rWa z a Z n �r N r 00 V1 O N z m WN UM ^a NJJ 0_ LL /A\ 00 Q Z ,= ao_a 0)01 Lu _rya O W1:4/W1.4 W.W. MESH OR WOOD Z TRUSSES FIBER MESH W/ 6 MIL VAPOR' % /W� ■ BARRIER ON TREATED SOIL F frl I —I O_ `. DOUBLE 2X4 TOP U.. y F2 .. 3/16' TAPCON W/ I' PLATE NAILED TO 1=1/4" EMBEDMENT @ TRUSSES 1-16d nD�f' z �� 3' (U ■ 16" O.C. STAGGERED NAIL PER TRUSS COPY j71 . - J , REVIEWED FOR W o � Q �W ■ Ln 1/2" DRYWALL CODE COMPLIANCE 2X4 STUD WALL UP ST. LUCIE COUNTY OCC W a z 5' ■ - AGAINEST EXTERIOR ~ ' CMU BLOCK WALLC tZ�� ( N - 1 01 1 e l / I I E. O S i F5 ; T LUCIE couNT;` 20hg 21 ..SINGLE 2X4 PT BOTTOM 2 16 I�1 — --�• PLATE W/,"MS" 1/2" ANCHOR CALL BEFORE YOU DIG- DIAL 811 I7c F v JJJ SPH44 PER STUD \. "�dlO4t• �i BOLTS @ 42" SMART DIGGING MEANS KNOWING WHERE UTILITY LINES ARE BURIED O.C. i� /ANALG e� 20' .._.____. .:__—:-:_ t_ 15' _._ -.._ 15' _ ',i \ BEFORE YOU DIG IN ORDER TO PROTECT YOURSELF FROM INJURY AND - , - -- CONCRETE PREVENT DAMAGE TO UNDERGROUND UTILITY LINES, ONE EASY CALL TO FL PE I'J/082 SLAB 811 STARTS THE PROCESS OF GETTING UNDERGROUND UTILITY LINES 50' - _ ---_- 2 MARKED FORFREE. CALLING 811 IN FLORIDA ROUTES YOU TO SUNSHINE SHEET BEARING WOOD WALL 0 U N D A T I 0 N � � � � �• STATE ONE CALL. YOUR UTILITY COMPANIES THEN SEND A PROFESSIONAL J CONNECTION SECTION LOCATOR TO YOUR LOCATION TO MARK UNDERGROUND LINES WITHIN TWO - FULL BUSINESS DAYS. ONCE THE LINES ARE MARKED, IS I n SCALE: 1/4" = 1'-O" YOU WILL KNOW THE - APPROXIMATE LOCATION OF YOUR UTILITY LINES ANE SCALE: /4>> _ _0 DO NOT SCALE DRAWING D CAN DIG SAFELY. OF rj - —_ 19-986 FOOTER DETAILS #5 CONTINUOUS FIBERMESH OR .I f WELDED WIRE MESH SEE FOUN. NOTES (2) #5 BARS CONTIN. FOOTING REBAR : 4" MI (2) #5 BARS _ a 'I_7 III L� FIBERMESH' a 1' -1' 1' i- � ICI- OR W.W.M. III -III I _II�II_I II 20 20" F1 TYP. EXTERIOR CONT. TYP. EXTERIOR CONT. FZ CURB MONO -FOOTING .MONOLITHIC FOOTING 2-#5 BAR 2-#5 BAR -.'. Y2" ]-BOLT @ FIBERMESH FIBERMESH 24" D.C. EMBEDDED 7" OR W.W.M. OR W.W.M. I I . 20" I ZIO,� INTERIOR STE PPED INTERIOR STEPPED F3 MONOLITHIC FOOTING F4 MONOLITHIC FOOTING 14" FIBERMESH OR WELDED WIRE MESH (2) #5 BARS CONTIN. m • a. CONTINUE FIBERMESH _ -%� --" a .• OR W.W.M.III j 1 (NO JOINTS) 1-#5 CONT II _$III�III� 11111111111= 3" MIN. COVER 20" F5 TYP. MONOLITHIC GARAGI= RECESS FOOTING F6 SHOWER SLAB RECESS FIBERMESH OR - WELDE6 WIRE MESH SEE FOUN. NOTES FOOTING REBAR - 4 (2) #5 BARS + WHEN FIBERM SH 1�1- III n OR W W.M TT.III, - I -1B1 �IIL I-IfIII- I REQUIRED II�I BECAUSE �8�=! - 1#5 CON 3" MIN. COVER III ll�� III OF f----III -=11II ICI III I .GROUND II I I I II II I II _ - ELEVATION 20,',lu USE IFT F8 TYP. THICKENED EDGE EXTERIOR MONOLITHICO MONOLITHIC FOOTING F7 FOOTING (ALTERNATE) SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT QUANITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/l1,\T QUANITY OF #5 REBAR AT TOP OF LINTEL NOMINAL HT. NOMINAL WIDTH LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END SAFE LOAD - POUNDS PER LINEAR FOOT ID TYPE LENGTH BU8 eFe-o6 BF12-0' 8Fi 6-0B 8F20-OB 6F24-OB BF28-OB 8F32-OB BFB-10 8F12-18 81`18-18 BF20-18 8F24 1B 8F28-1B 8F32-1B A 2'-10"(34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 6974 10394 11809 B S-6" (42') PRECAST 2231 3069 37t9 5183 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 C 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 1 6113 7547 1 8974 1 10394- 118W E 5'-4" (64") PRECAST 1217 1349 1438 1 1999 2580 1 3123 1 3686 4249 1663 3090 1 5365 7547 Dj 7342(,9)1 8733(it, 101270 H 7'-6". (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 84671u) 6472(1 M 13'-4"(160") PRECAST P98 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 1 2316 2883 Q 1T-4"(208") PRESTRESSED N.R NR NR NR NR NR NR NR 300 536 950 1326 1609 1849 2047- 3 #5 REBAR AT TOP ASPHALT SHINGLES ON PEEL-N-STICK MIN. (1) REQUIRED ON 5/8" CDX PLYWOOD ' ''.:•.'i<.,,:• 3--11/2"COVER . 2" X 4" PRE-ENGINEERED WOOD TRUSSES ON 24" CENTERS 5:12 TYPICAL ROOF P R-30.INSULATION IN MAIN ATTIC- CMU a HURRICANE STRAP @.EACH TRUSS z z METAL DRIP STRIP GROUT 'o .a 1X6 HARDI-FASCIA o ON 2X4 SUB FASCIA OF LINTEL CAVITY 7 STUCCO W/ CONTINUOUS 12" 5/8 CEILING VENTED SOFFIT SEE DETAIL BOARD 8" NOMINAL IN LINTEL (VARIES) 2 DOUBLE BOND BEAM W/ #5 BAR IN EACH COURSE -' ---- LINTEL INFORMATION PRE -CAST LINTELS ABOVE DOORS & WINDOWS PRECAST SILL - STUCCO 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 8" - - R-VALUE _ 4" 4" CONCRETE SLAB W/6X6 10/10 WWM ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED,. TREATED FILL w #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) I II 11.9 • I � I�� I - I;IJQf III IIrfj III III III - TYPICAL WALL SECTION SCALE 1/2" = V 0" LEGEND: ■ PROVIDE VERTICAL. #5 BAR AT EACH SIDE OF PROPOSED OPENINGS ® EXTERIOR. MASONRY WALLS ARE DRAWN 8" MIR 2X4 FRAMED WALLS ARE DRAWN 3 1/2" =1 INDICATES 2X4 FRAMED BEARING WALL W/ R13 INSULATION EO INDICATES LENGTH OF LINTEL. +37.4 -40.5 INDICATES OPENING DESIGN PRESSURES ELECTRICAL LEGEND It 110V RECEPTACLE 4 110V SWITCHED RECEPTACLE It 220V CONNECTION OR RECEPTACLE ® SMOKE DETECTOR/ CARBON DIOXIDE COMBO ( S- EXHAUST FAN EXHAUST FAN/LIGHT COMBO SENSOR FLOOD LIGHT CEILING LIGHT FIXTURE I C RECESSED LIGHT FIXTURE WEATHER PROTECTED LIGHT n GLAMOUR MIRROR LIGHTS CEILING FAN WITH LIGHT ELECTRICAL PANEL ELECTRICAL METER 15'-8" --- - y 6 O N � ry - EGRESS --- M d, �E E W J y 5 4 D OFFICE/ DEN i O Q 2 _ 14'-4" U g g > - N W U U w 4] Q: 0: 10'-2" w a a - lTl a C4M7 a i0 (O E I � Z /J 04 o - / 4' Of o In = 4Of N ul I cn - 2868 Q ® -- o ........ F o .: .. ....::.. 0La - 5, q, - 2868 8 8„ U) w a W W !r S Q U ® BATH - F- GFI 17'-4" Z U o �Nx tOWH ............ ......... ...... ...... .. �OO �-j BEDROOM #3 f""I 10 _j Lnww W Ia� I�JW n E • rEL 39'-8" 10' 'jjZ n ' cc ('"1 ^ F - 52' 00 2868 4is v , - Q '^ O 9 4 1668 � .... F 0 4" Poo ....:. ...... .. C 1D. BATH I�i W N / / --- �_6 2868 O F'1 8'_8 �Q 69'-4" 10'-8" `� GFI N d III SWITCH q„ ? ` 00 GFI - ! ! / - FI w ( Li ^^ oU GAR. DR. OPENER SWITCH C 1 13' 2" - - 1668 ........ .. ... �.. �d m 4„ 0 _ GARAGE DOOR OPENER I X ISLAND zs68 E..� rn0 4" � - W i1 .................. - ......... - g PRODUCT APPROVAL SUBMITTAL AFFIDAVIT - PRODUCT BUILDING DESIGN ID PRODUCT MANUFACTURER MODEL# GLASS DESIGN PRESSURE PSF APPRO APPROVA # DESCRIPTION PRESSURE EXTERIOR ENTRY DOOR - EXTERIOR SWINGING DOORS IELD-WIN,INC. -. WOOD EDGE OPAQUE STEEL OUTSWING FL# 14569. NA +SO / -6O +36.0 / -47.2 FRENCH DOORS EXTERIOR SWINGING CUSTOM _ ' FL# 14918. IG-3/16" ANNEALED ATED EACH +70/ -70 DOORS IMPA7CbT0, - SIDE W//0105 DUPONT +33.9 / _37.1 PVB INTERLAYER WINDOWS FIXED IMPACT AMERICAN CRAFTSMAN VLSERIES/ 50 SERIES FL# 14918.2 GLASS THICKNESS AND TYPE SHALL COMPLY WITH +60 / - WINDOWS PICTURE & FIXED - ASTM E-1300 GLASS _-60 +37.8 / -41.0 " CHARTS REQUIREMENT WINDOWS SINGLE HUNG IMPACT EASTERN ARCHITECTURAL - - 2461 -. FL# 14604-R4 IG-3/16"ANNEALED GLASS/LAMINATED EACH SIDE W//0.o75" - +50 / -50 +36.0 / -39.3 SYSTEMS (14604.5) SOLUTIA SEA STORM INTERLAYER GARAGE DOOR IMPACT OVERHEAD RAYNER GARAGE BUILDMARK GARAGE DOOR DOORS NO. P-3318. - FL# 15212. NA-3g.,3 / -[}3,$ -1„31.9 / _35.6 UNDERLAYMENT ROOF UNDERLAYMENT. .SOPREME INC. TRI-BUILT SAND-R SA SHINGLE UNDERLAYMENT FL# 2569.11 NA NA +28.2 /. -69.7 ROOFING ASPHALT SHINGLES IKO INDUSTRIES LTD CAMBRIDGE FL# 30310A NA.. PER (RAS) NO. 115. +28.2 / -69.7 ..PORCH SOFFIT 0.08 VINYL - - KAYCAN LTD UAND SOFFIT ALUMI ALUMINUM - - FL # 16503-R6 NON IMPACT -106.7/ -40 +37.8/-50.3 ELECTRIC NOTES: - - 1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED. 2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE. - 2-4/0 1-2/0 MCM THW AL. - - - 3. ELECTRIC METER PER LOCATION OF SERVICE POLE. - IN 2" IMC 4. ATTIC ACCESS SHALL HAVE A SWITCH AND LIGHT. - 200 AMP. 10K AIC ENCLOSED S. SMOKE DETECTORS SHALL BE CARBON MONOXIDE 4- CIRCUIT BREAKER ONLY WHEN DETECTORS (PER FLORIDA STATUES 553.g85) AND BE EXTERIOR UNIT IS REQ'D. ELSE: LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE. WITH THE PROVISIONS PF THIS CODE 200 AMP. MAIN BREAKER PANEL - AND SHALL BE HARD WIRED IN EACH SL EPING ROOM - 120/240 10 3W NEMAI AND OUTSIDE IN THE HALL OF THE IMMEDIATE POWER CO. METER 200AMP. MLO VICINITY OF THE BEDROOMS - - FLUSH MOUNT 6. EXTERIOR LIGHTS AND OUTLETS TO BE LOCATED IN - FLAT OF EXTERIOR SIDING. EXTERIOR OUTLETS SHALL BE GFI (GROUND FAULT CIRCUIT INTERRUPTER) WITH PANEL WEATHER PROOF COVERS (WP). 7. KITCHEN GFI (GROUND FAULT CIRCUIT I TERRUPTER) RUN 1 #4 CU OUTLETS ABOVE COUNTER SHALL BE LOC TED 44" OFF TO 5/8" GROUND FINISH FLOOR (OFF). REFRIGERATE OUTL SHALL BE RON AND COLD 2-4/0 1-2/0 MCM THW AL. 48" OFF. WATER PIPE _ SERVICE CABLE 8. PROVIDE 2X4 BLOCKING OR EQUAL SUPP RT IN - - - - CEILING LIGHTS IN BEDROOMS & LIVING ROOM. 9. LOCATION OF FIXTURES AND/OR OUTL - ARE NOTE: ALL ELECTRICAL MATERIALS AND SUGGESTED AND MAY BE ADJUSTED. BY 0, NER/ - INSTALATIONS SHALL COMPLY WITH APPLICABLE - BUILDER BUT SHALL REMAIN WITHIN ALL LOCAL AND PROVISIONS OF THE NATIONAL ELECTRIC CODE 10. STATE GUIDE LINES. TELEPHONE AND CABLE TV LOCATIONS E NOT LOCAL ORDINANCES, FLORIDA POWER &LIGHT. SHOWN. ELECTRICAL RISER DIAGRAM. (N. S.) ATTIC VENTILATION PER FBC R806.2(2) _ THE NET FR EE VENTILATI NG AREA SHAL L NOT BE LESS THAN 1/150 OF THE AREA OF SPACE VENTILATED.A REDUCTION TO 1/300 OF THE AREA OF SPACE IS PERMITTED WHEN 40% TO 50% OF THE REQUIRED VENTILATING AREA IS IN THE UPPER PORTION OF THE SPACE, WITH THE BALANCE OF THE VENTILATING AREA PROVIDED BY EAVE OR CORNICE VENTS. TOTAL SQ. -/ Fr. = 3097 X 144 / 150 = 2973 SQ. IN. OF VENTILATION REQUIRED. TOTAL SQ. / FT. = 3097. X 144 / 300 = 1487 SQ. IN. OF VENTILATION REQUIRED IF 40% VENTED THRU UPPER ROOF. 1487 X .40.= 594 SQ. IN. REQUIRED WITH UPPER ROOF VENTS AND THE REMAINDER (1487 - 594 = 893 SQ. IN.) SUPPLIED BY SOFFIT VENTS. - CONTRACTOR CONTRACTOR TO PROVIDE ATTIC VENTILATION BASED ON THE CALCULATIONS SHOWN ABOVE. 18'-8" SENSOR c I n 8068 SL. DRS. 1 O3 15' ARCH ® A ...4_:.:., , GFI GFI 26VCE KEV 406 w ci 4„ a 1 8'-2" 10'-2" 4" I 14•q C - - - - - --- z GFI - 2868 4 � BEDROOM #2 3 2868 ; 2 3080 ----. 12'-2" F'�I ■ 10' WALL \ EGRESS wp /H °p7 4'-2' w FTC F 0 1 8. wp .. ... 2868. ENTRY I - G P .... . .... .... .... (/_�_J. wp R13 INSULATED- 4" BEARING WALL Q M 8' 20 MIN. FIRE RATED \ 14'-4" _ 'V 3AUTOMATIC Me TAPCON W/ 1 1/4" SELF DOORW/ HARDWARE EMBEDMENT ® 1 O.C. II I, \ - 26'-4 STAGGERED ACCE 5 . /. 1; \ A EGRESS 8.SENSOR ' I 3/16" TAPCON W/ 1-1/4" FJ STUCCO I EMBEDMENT® 16" O.C.Q FINISH ®/ STAGGERED I W e„Aft, 0 W ;j GARAGE - - 0 3 �❑ /i ��P W Z REVIEWED- FOR - (A Zt CODE COMPLIANCE W a Z ST. LUCIE C Uf�TY B N 3068 ^. I _-- ' l� IIIIII Lel''Z SCANNED N O 3, BY Z Zv ( C/' Z J `J' :ST LUCIE COU a W%llD�ur/i�7 Q �Op......... 16070 Aft 2 °•' DIMENSION PLAN SCALE: 1 /4" = 1'-0" S2 DO NOT SCALE DRAWINGS OF 5 +I 31.91 -35.6 FRONT ELEVATION SCALE: 1/4" = V-0" 12 5 12 5F--, +36.0 -39.3 REAR ELEVATION SCALE: 1/4" = 1'-0". RIGHT ELEVATION SCALE: 1/4" = V-0" LEFT ELEVATION SCALE: 1/4" = l'-0" GLASS MUST BE TEMPERED PER F.B.C. 308.4 GLASS MUST 10'SEARING BE TEMPERED PER F.B.C. 308.4 +36.0 -39.3 8' GLASS MUST +36.0 -39.3 BE TEMPERED PER F.B.C. 308.4 I� +36.0 -39.3 A MAXIMUM OF A 1-1/2" FILLER MAY BE USED BETWEEN THE STRAP PRE-ENGINEERED AND THE TRUSS WITH TRUSSES STRAP AND TIEDOWN SCHEDULE CDMMONNAILSIFTHE DISTANCE BETWEEN THE UPLIFT FORCES SUPPLIED BY THEIR MANUFACTURER OF THE PRE-ENGINEERED NOTIFIED IF FINAL TRUSS ENGINEERING 2" X 4" PRE-ENGINEERED WOOD — STRAP &TRUSS IS GREATER THAN 1/2" OR LESS THAN 1-1/2". TRUSSES RANDY L. MOSBY, P.E. LLC MUST BE SHALL VERIFY ALL BEARING FOOTER TRUSSES ON 24" CENTERS THIS ELIMINATES THE SHEATHING UPLIFTS VARY FROM THIS SHEET. CONTRACTOR FONAL TRUSS ENGINEERING LAYOUT. SLACK IN THE STRAP TO TRUSS /ROOF LOCATIONS WITH CONNECTION. 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT A SPECIFIC BEARING LOCATION. TRUSS CONNECTION TRUSS INFORMATION FROM MANUFACTURER TRUSS TO TRUSS TO REPLACEMENT UPLIFT WOOD FRAMING. TRUSS BEARING MASONRY JOINT REQUIRED BOND BEAM - TRUSSCHOR AN IDENTIFICATION 13 22 21 962/31111248 META16 lll�iv'l'l'l NLIJJWI A Al 13 22 21 963/313/1246 META16 - 1X2 PT ON iX6 — - ' HARDI-FASCIA ON O A2. 12 21 20 960/296/1266 META16 2X4 SUB FASCIA O o t=A A3 11 21 20 960/294/1268 VIETA16 / =a Of rn a a A4 24 13 23 283/959/1281 META16 ~ r DOUBLE BOND BEAM W/ Z A5 22 21 27 232/1471/913 METAI6,HETA16 SOFFITNVENT yy/NYL - / \` p A6 11 20 1091/1206 META16 HUS26 STUCCO SOFFIT #5 BAR IN EACH COURSE 12 1/ 6/1091 META16 HUS26 CONTINUOUS VINYL — - � 0 3 U L A7 21 CON p n ¢ L I- a As 22 13 1206/1091 META16 HUS26 SOFFIT VENT W/ - LL L 0 = a p Z p p U p N STUCCO SOFFIT 7 4761476 META16 _ ATA , 12n SOFFIT DETAIL ATB 8 1 395/464 META16 H2.5A SCALE: 3/4" g 25 24 13 306/1340/1038 META16 H10A USE A SIMPSON MTSM20 STRAP WHEN THE EMBEDDED W STRAP IS MISSED OR FURTHER THAN - Z B1 225 14 304/1342/1038 META16 H10A 1-1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/4" r \' - CD N 2 (SIMPSON) TITEN OR TAPCON SCREWS (MASONRY WALL) v B2 11 21 1166/1291 META16 H16 & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 1045 LBS OF cO UPLIFT, FOR HIGHER UPLIFT CONNECTIONS CONSULT THE o B3 23 12 1290/1166 META16 .. ENGINEER. - H J gq 22 13 1290/1166 META16 H16 TRUSSES @ 24"O.C.-- � a.W -IX3 FURRING @ 16' O.C. B5 13 2Y 1176/1280 META16 H16 ATTACHED TO TRUSSES J E 1 6 724/724 META16 W/ 2-8d NAILS (ADD r L c- 567 523 META16 BLOCKING 2' O.c, As MISSED STRAP CONNECTION �I z G 13 9 / - NEEDED) SCALE: N.T.S. lq 2899/2832 VGT THD210-2 _ ~ GRB 14 1 3089/3101 VGT - ` - GRC 9 14 1030/998 META16 12" OR 16" WIDE 4" OR 6" GROOVED/ x 14 2889/4027 VGT' - .VENTED ALUM. SOFFIT .019 ga. OR r N GRD 1 r1 r GRE 7 12 1275/1283 META16 — VINYL .046" ga. ATTACHED W/ (1) r 1YJ4" ALUM ROOFING NAIL OR (1) #10 u ro GRG 14 10 1382/1318 META16 _ C' 29/47/229 META16 Ls3oroPaeoTl. X 1" PANCAKE HEAD SCREW PER KWIKBOLTSO.S.ANCHOR11254 - F>•'1 a 31 3 4 5 INTERSECTION @ NAILER RAWL-STUD U.S. ANCHOR W1254, Ls3o TOP a BOTT. - BAWL -STUD 7424 W2" DIA. X 118" '^ O 13 3 4 5 74/53/242 META16 WASHERS Vl J5 3 4 S - 1411961312 META16 Ls38roPasortT. LS30 TOP &BOTT. PORCH CEILING. DETAIL o`' (-�� 17 3 a 5 iaslio/241 META16 LS30TOP a j - /. O1 2 3 1 - 174/132/316 META16 LTH A26 BO SCALE: 3/4" = 1' `I�� "-- - f ••1 V IN " KJS LS30TOPa IYV, KJ7 3 q 1 1221440/402 META16 L HJ e T INSIDE WALL VTCR 2X4 PT ATTACHED OF GARAGE / d LLr_ MV2 1 2 23/41 i� ' 3 58/91 VTCR TO MASONRY WALL !� I /� - - MV4 1 yy! &^ X 3" '2X6 SPRUCE @ 24" O.C. (F'M) �� _ 5 66/189 VTCR s/s CEILING ; �, TAPCONS, 18" O.C. 1, FRAMED CRICKET q NN W MV6 4 2"X6" P.T. ON ROUGH OPENING O 61l61 BOARD SINGLE 2X4 TOP 'I ATTACHED AS VALLEY V4 1 3 VTCR PLATE NAILED TO 1 DETAIL 2" X 4" (4) 1/2" BOLTS REQUIRED - O mod. m 93/93/126 VTCR TRUSSES 1-16d PRE-ENGINEERED REFER TO GARAGE DOOR O Vg Y 3 4 WOOD TRUSSES ON MANUFACTURER FOR / / � DOUBLE BOND BEAM W/ 125/125/254 - VTCR NAIL PER TRUSS #5 BAR EACH COURSE - 24" O.C. BOLT SPACING L V12 1 3 4 - > 1/2" DRYWALL NON r/ ,r O`�� ON EACH SIDE BEARING OF WALLS FRAMED 1 COURSE U BLOCK W/ #5 2X4 STUDWALL —� BAR IN FILLED CELLS � WALL@ 16" O.C. g,_p" 2-2X72 PT LEDGEBOARD 6' LONG ----__ _ I � H W/ 8" X 12" DIA. J-BOLT OR I I' 0 1 SIMPSON STRONG -TIE TITEN HD / r1 12" X 8"WITH 5" EMBEDMENT @ • / / N 24" O.C. STAGGERED 2 1/4" " H FROM EDGES & 8' FROM ENDS / • °. " • _ . �L''1 SINGLE 2X4 PT SIMPSON HUS26 HANGER @ TRUSS BOTTOM PLATE OVERHEAD GARAGE DOOR BUCK W/ 8d CASE CONNECTION ON MASONRY DETAIL ^ HARDENEDLEDGER DETAIL W NAILS @ 18" CONCRETE SCALE: 1/2 O.C. SLAB Ir WALL SUPPORT. +36.0 -47Z 2X4 NON -BEARING COMMON TRUSS CT) DETAIL TO THE LEFT SIMULATES TRUSSPLAN, SCALE`. 1/4" i 2 XE 2E RIDGE BOARDOTO ACCEPT HIP CATS (2,INSTALL NEED CORRELATES TRUSS TO BE CUT TO MATCH SLOPE). N IL WITH 3-16d NAILS PER END IDENTIFICATION TO - H2.5A CONNECTORS rTl @ EACH HIP CATS SHALL BE _ A. CONTINUODUS TO RIDGE - .TRUSS ' W/ (2) 1NAILS PER END HIP TRUSS (HT) \/ - }-. HIP TRUSSES s/B CEILwa T HIP GIRD TRUSS H /h BOARD DOUBLE OP NAIL HIP JACK TRUSSES W/ rTl PLATE N ILED'TO I�i - TOP CHORD 2- #10 COMMON j.l.l T USSE 1-16d` BOTTOM CHORD 2-#10 COMMON O L)2-2X12 2 `" NIL PE TRUSS` SUB -FASCIA BOARD SYP HEA ER 1/2" DRYW L. --- -\ il �I ' ROOF SHEATHING TO BE. az 1/2" DRYC ._ - "- "--_-- 1'., CARRIED OVER SPANS 2X4 STUD % _ MINIMUM @ALL LOCATIONS - {{AAyy N ° WALL @ 16" .V2 — ;1 Q O.C. TOP & HIP JACK TRUSS (H]T) -- ( el C1�U`` °°\(. D r r/2/ BOTTONt'� NAIL END OF JACK TRUSSES W/ ' 12 �' - 2"X4" CONTINUOUS BLOCKING REQUIRED TOP CHORD 3- 16d COMMON " "•' i ( 4' UP FROM ROOF EDGE, NAILED W/ 16d NAIL HAS A MAXIMUM .� 5 �--yd` y,R13 I ULATION - - BOTTOM CHORD 3-16d COMMON _ N J, �J 2-16d @ EACH END. SSt SHEET ROW FROM LATERAL RESISTANCE OF �[:': ' •• 5, / EDGES SHALL BE FULL 4'X s' SHEETS. 1081bs. SINGLE 2X4 PT I ROOF SHEATHING NAILED @ 3"O.C. ON =-q BOTTOM PLATE - SUBFASCIA AND @ 4" O.C. ON THE W/ SIMPSON REMAINING EDGES.(BLOCKING MAY BE Q• S:q��.•',[, SPSTUDER BOLTS (C OR INSTALLED ON THE FLAT OR ON EDGE. _ • 1r• O.C. JACK TRUSS CONNECTION @ HIP AND GIRDER TRUSSES ��/ gio�Dl� '!rE ` 082 a �-_ SHEET a7.z CONCRETE REVIEWED FOR SLAB FILE COPY S -Z CODE COMPLIANCE 2X4 FRAMED BEARING 1 -15T. LUCIE COU TY BOCC IN BOF --- — WALL SECTION if�Z �Z-Z ��^�� t� SCALE: 1/4"= 1,_0„ - �2 V t.! Z' ✓/ 19-986 I I Z` U Z la.� � Z U - SCALE: 1/4„ = V-0„ GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS A D SPECIFICATIONS ARE ATVARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WOIIK. 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE SEVENTH EDITION OF THE (2020) 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 HE 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 TH SE PLANS SHALL RELEASE ALL RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. CONTACTOR 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 RUGULATIO. IS, AND WITHOUT SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING THEREFROM.. 5. THESE PLANS WERE DESIGNED FOR THE CONTRACTOR/OWNER TO BE PERMITTED AT THE LOCAL AGENCY (BUILDING DEPARTMENT ND SHOULD BE FOLLOWED AS INSTRUCTED. THE RESULT OF NOT OBTAINING ABUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELISH ALL RESPONSIBILITY FROM THE ENGINEER OF R CORD. 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 D WINGS; 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 COMPLIANCE j o ° a 1. BUILDING CATEGORY II 2 FLORIDA BUILDING CODE 7TH EDITION (2020) 3. BUILDING DESIGN IS ENCLOSED L 4. MEAN ROOF HEIGHT IS 12' 5. ROOF PITCH 5/12 DEGREES 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 3.3' 8. ULTIMATE WIND SPEED IS 170 MPH 9. WIND EXPOSURE CLASSIFICATION; C 10. ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT = 1.00 11. COMPONENT & CLADDING ULTIMATE WIND PRESSURE ON ROOF: COMPONENT & CLADDING NOMINAL WIND PRESSURE ON WALL: COMPONENT & CLADDING WIND PRESSURE ON SOFFITS: (SEE CHART ON RIGHT ON THIS PAGE) 12. LOADS: FLOOR 40 PSF ROOF/DEAD 17 PSF ROOF/LIVE 20 PSF 3 2e 3 2e 1Q Ee3 3 WALL 18 PSF DISTANC (a) IS 3.33' 13. SHEAR WALLS WERE CONSIDERED 14. A CONTINUOUS LOAD PATH WAS PROVIDED COMPONENT & CLADDING NOMINAL PRESSURES: ASCE 7-16 (170 MPH Vult) (132 MPH Vasd) EXP. 'C HIP ROOF SLOPE: >200 TO 270 (4 1/2" TO 6" PITCH) HEIGHT: <15' ADJUSTMENT FACTOR: 1.21 EFFECTIVE AREA (SQ. FT.) ZONE 0<10 31<20 21<50 51<100 4 +37.8 -41.0 +36.0 -39.3 +33.9 -37.1 +32.1 -35.3 3 5 +37.8 -50.3 +36.0 -47.2 +33.9 -42.7 +32.1 -39.3 1 +28.2 -50.6 +24.4 -44.8 +19.3 -37.1 +15.4 -31.4 0 2e +28.2 -69.7 +24.4 -62.4 +19.3 -52.6 +15.4 -45.2 2r +28.2 -69.7 +24.4 -62.4 +19.3 -52.6 +15.4 -45.2 3e +28.2 -69.7 +24.4 -62.4 +19.3 -52.6 +15.4 -45.2 1 -64.0 -64.0 -61.8 -60.2 WO wz 2e -64.0 -64.0 -61.5 -59.8 of 2n -96.0 -89.5 -80.8 -74.2 2r -96.0 -89.5 -80.8 -74.2 3e -115.2 -96.9 -7 .7 -54.4 3r 1 -133.4 -110.4 -80.0 -80.0 15. COMPONENT & CLADDING DETAILED MEAN ROOF 16. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE EIGHT \�0 a'Tors -D CONCRETE NOTES WIND QESIGN ZONES SCALE: NTS 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING CONCRETE. 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION F OR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURALCONCRETE. 3. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MIN MUM 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. 5. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES.HOLES 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/WELDED WIRE MESH TO CONF RM 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 8 & TIE. 7. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED @ T-0" O.C. EACH WAY S. THE MINIMUM CONCRETE COVERAGE SHALL MEET ACI318, LATEST EDITION REQUIREMENTS. MINIMUM COVER FOR CAST IN PLACE AGAINST EARTH: 3" 9. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF fHE 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. 11. 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. "PEAROC " 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 SHALLCONFORM TO THE REQUIREMENTS OFASTM C90 FOR LOAD BEARING CONCI ETE 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 EVERT OTHER COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1-05/ASCE 7-05/TMS 602-05,iSPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530-05/ASCE 7-05/TMS 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL ONCRETE 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 CO PRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA. 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SH WN 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 EACH SIDE OF OPENING GREATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE HALL BETAKENDURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 S UARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH D Y. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REIN ORCING 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 & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. ALL WALLS AND AT JOIST BEARING. 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING THE TOP OF 8.1. DOUBLE ON BEAM W/ #5 BAR IN EACH COURSE UNLESS OTHERWISE NOTED . 8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & OTTOM 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. 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINC S, UNLESS NOTED OTHERWISE. 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONR OR "SIMPSON XP22" WITH THREADED ROD. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROE FOR EASE OF INSTALLATION. FOUNDATION NOTES N" 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. S WS & DOORS NOTES WOW O 0. 2 Lu J 2 W W 1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. o 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.2 OF THE 2020 FBC RESIDENTIAL. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. a 3. ALL WINDOWS & DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. ROOFING NOTES z 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS. N 0 (n a TIMBER NOTES z 0 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS ENGINEERING SHOP o z z Lu DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & WIND LOAD), AND ALL OTHER @ < 0J = a < INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF w in 0 0 0 N WIND LOAD BASED ON THE 2020 EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE. 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 w WITH TPI-95. z 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO PANEL POINT ON OPPOSITE (1 rn N = CHORD. MAX. LENGTH OF BOTTOM CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP v M o CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. I O 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. r-t H ~ n w J 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 n W W a SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS. wq� N 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C EQUIPMENT, ETC.) - �T.� LL 0- 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2020 FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) /� In 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD. 00 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO cl TRUSS CONNECTIONS. M 1 8 ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED W 2. ROOF SHEATHING SHALL BE A MIN. OF 3/4" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 10d �,..{ 00 3 RING SHANK NAILS 4" O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING AND � PANEL SHEATHING CLIPS SHALL BE INSTALLED ON ROOF PLYWOOD. < LL E S P D, 4. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES SHALL BE CONSTRUCTION GRADE SPRUCE OR BETTER. HEADERS SHALL BE 2X12 #2 SOUTHERN YELLOW PINE & 2X4 MIN. IN 0 0 MASTER BEDROOM BAY. 7 01 WINDOW BUCKS AND BOTTOM PLATES AGAINST CONCRETE SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER cWJ rl 5. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL N < J 6. 2X4 STUD BEARING WALLS SHALL BE PLACED AT 16" O.C. ° W 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT cy= SPLIT THE WOOD. �I 0 !�I aa O 0] GENERAL NOTES: [-� �� 1. WEATHERING AREA IS NEGLIGIBLE 2. TERMITE AREA IS VERY HEAVY 3. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. 4. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. 5. HEATING IS REQUIRED FOR THIS STRUCTURE. CIO 6. 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. MAXIMUM SILL HEIGHT IS 44" FROM FINISH FLOOR. THE W A 8.. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH BEDROOM. SMOKE DETECTORS SHALL BE INTERCONNECTED AND INSTALLED PER FBC R314.4. 9. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 10. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO 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. 11. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC, A VAPOR RETARDER MUST BE USED. 12. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. 13. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. 14. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.' Z 15. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING. W 16. ALL STRUCTURE FOOTERS SHALL BE A MINIMUMOF 12" BELOW GRADE. A 17. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3 OF COVER. 18. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. 1/2" ^ 19. ALL FRAMED BEARING WALLS SHALL HAVE A MINIMUM OF 2 - 2"X12" #2 SOUTHERN YELLOW PINE HEADERS W/ 3/870 PLYWOOD BETWEEN. 20. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. U o 21. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING Z CODE. AND NON FRAMED WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. �.T.� W x zzs 22. INTERIOR AND BEARING -BEARING 23. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4'S @ A MAXIMUM OF 8' O.C.. o n 0 24. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 F� F--1 Z w_ OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES F-I 0 a J FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. W 25. CERAMIC TILE SURFACES SHALL BE 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 z SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1288, C135 OR C1178 AND INSTALLED IN ACCORDANCE N N WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. C) tr) 26. ACCESS OPENING SHALL BE A MINIMUM OF 16" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. 27.. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. . . 28, ALL SIMPSON FASTENERSSHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. `*`,00.0 NI/r� 29. ALL BEARING WALLS SHALL HAVE A SIMPSON SPH4/6 PLACED TOP AND BOTTOM OF FRAMED WALL AT 16 O.C.. HEADERS OVER 4 SHALL BE STRAPPED TO JACKS W/ SIMPSON MSTA24 AT ENDS W/ 8-10d NAILS PER SIDE. HEADERS UNDER 4' SHALL BE STRAPPED W/ SIMPSON LSTA18 W/ 7-10d NAILS PER END. EACH JACK SHALL HAVE S ` A H2.5A @ THE BOTTOM PLATE. CrANi'JE BY 4 82 30. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. ST LUCIE CC)U�1T romp.. .. - 31. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE ` T ` MANUFACTURER." p1 1 ` 32. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. % 33. THERE SHALL BE A SELF CLOSING 20 MINUTE FIRE -RATED DOOR BETWEEN THE GARAGE AND THE LIVING AREA. REVIEWED FOR fps &j1 �Rl FL amVJP CODE COMPLIANCE SHEET FILE PY ST. LUCIE C LIN BOCC REVISIONY� t z 2�7__ o I _ C0 2, 5 OF 19-986 I 15 -8" �165; ENSOR Ft Ili it N Ill it 8'-W. E N Lu ru w GFI 69,_4" 10'-8" GFI c a J w x W � tGFI GFI WP ' GFI WP GFI WP 26'_4" 1 3, : 5' 3068 3' z' 66� EGRESS E 2 O S Z 3 .- O O U) N In _j P Q z 0 a o 3ui U w N Q w F- Q 0 N U < U n� 0 rF-11 FBI o U V L2 Z W� z 0 U Z w �4 U J WZ FILE COPY o N REVISION SCANNED REVIEWED FOR 6 ' ST UGE COUNTY CODE COMPLIANCE ST. LUCIE CO'INTY BOCC SHEET Z2 l 6)z- 5 S5 of 5 19-986 =LIFE SAFETY WARNING • � Do not sta This symbol identifies Life Safety Warnings that should be read and given special attention to all ARRAN E persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING: REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. " HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT d on trusses until they are braced per BCSI & properly nailed to straps and hangers .. TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: IV I T H CRANE OPERATOR I N ADVANCE FOR A SPREADER BAR O F 31' - 3 6" I N LENGTH!! , Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authorial etermimng successful fabrication of the. trusses. 2. All dimensions in this layout have been verified by the undersigned. CORNDER JACKS ¢ METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. CARE ORNOTEEVELED '� 3. Unless written notice is provided by cetifed mail to Chambers Truss within ten (10) days of delivery 15-08-00 18- 8-00 15- -00 0 OB 0 7 -00 00 t(> CJ t7 . iw iV .•- Ci CJ .`- �. N C? V N G^ t` V� 4(J M'- F 0� 63 9 C ca a N C H DON'T LIFT TRUSSES WITH SPANS LONGER THAN . J3 J0 30' BY THE PEAK.i-a� CONSULT BCSI _ J5- - J> 30' Sp n or less ' Spre der Bar Z. 60 degrees or less p �-.--lp Tag line E— 1 ron 2l3 to Tag lino 1 2 of SPan. -� apProx REFER TO BCSI REFER TO BCSI ' Truss must be set this way If crane is used. Truss must be set this way If crane is used. - Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist mine operator sets truss this way. Insist crane operator sets truss this way. 7 _ 15 04 00: , ' '..'04 ''. -. 1 15-04-0 J7 i J, 7 Z J7 J7 All load bearing walls, headers, J7 '' , 17 beams, & lintels must be in place' at indicated height before trusses , ; ,. , , 11104 ,-11-04 1N J7 % ' J7 are installed. L/0 JF AIR HANDLER NOTE 800* T p,, qr Unless noted elsewhere on this layout, these trusses are not J7 1-02-08i7 i i i i i ✓ i i i ' D, o} 7 designed for air handlers In the roof or for any other A/C J7 requirements. This may be in conflict with building code and A/C I i i i i i i Design requirements. Consult with Building Department and A/C J7 Contractor. J7 7-00-00 / , : , , 1-00-00 WARNING � - J .1 The size of these trusses makes it necessary that they a set by a profeesionaf builder 7 familiar with and experienced in the problems and dangers of setting large span trusses. TE111 / The builder and erector should consult with an engineer licensed in Florida specializing l' in wood roof trusses about the safe erection of these trusses. The engineer should be atJz 'the job site when trusses are erected to provide supervision and advice. i REPRESENTS THE LEFT SIDE OF a EACH TRUSS DRAWING J7 �II 15 04 00 4-04-00 : 15 0-00 '15-04-0 SEAT PLATES BY CHAMBERS TRUSS I. J7 - J7 SEE STANDARD ct w ENGINEERING. nderslgned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers T W !i , hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers op goo fter 10 days of delivery remedy will be according to Florida statute 558. 4, The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss ':. a responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyf esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per I as for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable p nvoice will be made on deliveryand r aid within terms of net on delivery. Invoice may be made at scheduled P hed ed dot ry Y elive if buyer cannot accept delivery a de a of fabricated trusses. The undersigned Y Y P rY ersigned agrees to pay Chambers T co O.C. JgcKs "24"v1 easonable attorneys fee for collections in event of payment not timely made. 1-112 %per month service charge Hill ONLY 1ded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. CORNER DETAIL 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guaran ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and cfersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by OVERHANGS NOT SHOWN FOR CLARITY eclplent. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referre erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida 11. Design responsibilities are per MNational Standard And Recommended Guidelines On Responsibilities onstruclion Using Metal Plate Connected Wood Trusses ANSI1TPI/WTCA 4 - 2002M 12. Warranty is per Chambers Truss Warranty attached. ATED IGNED OR TITLE PLUMB CUT END 12 2X4 TOP CHORD 5 f WALL HEIGHT VARIES END DETAIL: TYPICAL 4-01 JLi 1-00-00 0 cc A spreader bar may be required per "BCSI" to prevent injury & damage. �6_ Multiple ply trusses must be fastened together per engineering before they ar set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and propert and is the responsibility of the truss erector. _..._ Study the contents of the information packet included on delivery before setting trusses. a s. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square asp Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can caulse collapse. I DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRU,,S INC 7057OTeanaar Avenue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772.465.2012 Fax 772.465.8711 Vero Beach 772-569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMIBERSTRUSS.CIOM t J7i r,34'L J7 2-PLY RID 9-00 J7 IF MYri x x x ` x / ! LOADINGIDESIGN CRITERIA REDUCIBLE ZZZZ e;`z 3 CD DESIGN CRITERIA PER CODE SUCH AS SEC 1604.eA ,:t \ \ \ \ \ \ . % '/, ' /, County Saint Lucie \ \ J3 JJ J1Emp BuildDepart County \ \ \ \ \ \ Winding Criteria ASCE Lucie ' ' ', o Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 - ATTI ` \ ` \ _, o Roofing Material Metal i kORA�E \ \ \ Jt o Loading in PSF Roof R.D.L. Floor \ \ Top Chord Live 20 0 ATA \ \ \ \ \ \ \ => s FILEC Top Chord Dead Bottom Chord Live 7 4.2 0 *I O -Non Conocurent 00 ® Bottom Chord Dead 10 T I L d o a Oak 47 7.2 0 Duration Factor 1.25 0 \ \ \ \ \ \ \ Wind Speed 170mph \ \ \ \ \ \ REVIEWED FOR Bott mhord Ch d C.B. Sheathing by buillder REPRESENTS A HANGER A i 2-2x LED ER d Highest Mean Height 17' 8Y BUILDER CODE COMPLIANCE Building Type Enclosed HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN OTTOM 9'• 0" H ST. LUCIE COUNTY BOCC Building Category Exposure Category It: Non Restrictive C>Open Terrain with scattered obstruco&ANNEO G' - Miles from Ocean 5 Y: CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS THD210-2 (20) 10d nails (38) 16d nails Conforms to Florida Building Code 2020 B (-,1[Jr�-1-� T R.D.L.=Restraining Dead Load C.B.=Continuous Bracing S i LUCIE C Verify DESIGN CRITERIA shown above with the J5 t5 building department and your engineer. Design Criteria is the responsibility of the l Building Designer and/or Engineer of Record J "Id i00 Chambers Truss Inc. Drawing Name: M11449 'Please refer to Standard Engineering package for general instudion on installing hangers - J11 tandard 8nx 3" lied=0.162" x 3 l in J SCALE: 1 /4" = 1'-0" 137 total trusses; 37 unique designs Etf6i 4vCr Ev u? Designer: BLW Reviewed by: 20-00-00 15-00-00 0 L Date: 06/01/21 m ,S DD FOR NOTES: *ALL BEAMS BY OTHERS. *INTERNAL LOAD BEARING WALLS REQUIRED BY TRUSSES AS SHOWN ON LAYOUT. 5D_DD-DD ToDD y �z"082 P.E. Ghazanfar Saeed DESCRIPTION: LAKEWOOD PARK / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE hAlIAAQ