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HomeMy WebLinkAboutBUILDING PLAN0 I N 0 I 0 N 56 6 GENLINTEL.DWG P R E C f-1 S� L 1 N J L L SIL H E D O L E OBOOT13 APPLIED LADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED i0 INSURE THEY ARE WITHIN ALLOWABLE LIMITS. AL UNITS ARE IN P'LF LENGTH SAFE .GRAVITY APPLIED GRAVITY SAFE UPLIFT APPLIED UPLIFT COMPOSITE BEAM REMARKS 2'-10" 6113 <2000 4460_ <1500 F 16 -1 B/ 17 1x. WINDOW 0 4'-6" 6113 <2000 2724 <1500 3 F 16 - 1 B/ 17 2x WINDOW 2A 4'-6" 2189 <2000 1207 <1000 8F8-iB/1T BEAM I S C 3 -0 OPENING O3 5'-10" 4360 <2000 2093 <1500 F16-1B/1 13x WINDOW 3A. 5'-10" RECESS 1113 <750 655 <500 8RF6-1B/1T 30xx DR & SIDE LITE 3B 5'-10" 1451 <1000 909 <750 8178-1B/1T BEAM MISC 4 -0 OPENING 3C 5'-10" RECESS 4242 <2000 190C <1500 8RF14-lB/11 30xx DR .& SIDE LITE O4 3'-6" 6113 <2000 3547 <1500 BF16-1B/1 1/2 3x WIN O5 6'-6" 3480 <2000 1880 <1500 B F 16 - 1 B/ 11 5 SGD OR MISC © 7'-6" 2661 <2000 1438* <1200 F16-1B/1 6 SGD OR 2 2x WIN 6A 7'-6" 1011 <750 560* <500 8F8-1B/1T (2)30xx DR 68 7'-6" RECESS 2459 <2000 1.345* <1DIM RF14-IB/1 (2)30xx DR 0 7'-6" RECESS 755 <500 506 <350 8RF6-1B/IT (2)30xx DR 07 4'-6" RECESS 5206 <2000 2525 <1500 3RF14-1B/1 30xx DOOR 7A 4E-6" 1756 <1000 867 <500 8RF6-1B/1T 30xx DOOR �8 9'-4" 1843 <1000 963* <7..Q F16-IB 1 / 8 SGD OR MISC O9 10'-6" 1533 <1000 777* <500 3F16-13/1 ( SGD OR 2) 3x WIN 10 10'-6" 2781 <2000 1239* <1000 F24-1B/1 9 SGD OR 2 3x WIN 11 4'-4" RECESS 5206 <2000 2635 <1COQ RF14-113/1 28xx DOOR 12 13'-4" 1075 <750 521* <350 F16-1B/1 12 SGD OR MISC 14 14'-C" 1002 <750 481* <350 F16-1B/1 1BE8M MINNI 15 15'-4" 1250 <1000 422* <350 BEib-1B/1 BEAM/MISC 16 17'-4" 950 <900 356* <300 3F16-1B/1 7 10R 0I C 17 17'-4" 950 <900 500 <400 5F16-1B/2 16 0 ;r� OR MIzC 18 17'-4" 1326. <1000 732 <700 F20-1B/2 16 GIIGU OR MI C 19 17'-4" 1609 <1500 914* <750; F24-1B/2 16' C1HGD - C *=REDUCED FOR GRADE 40 REBAR. **=PLF APPLIED EQUIV LOAD DERIVED FROM CONCENTRATRD LOAD(S) USING METHOD OF EQUIVALENT BENDING MOMENTS. n =DUE TO HIGH CONCENTRATED LOADS, ANALYZED MOMENT, SHEAR & VERIFIED WITH PUBLISHED ALLOVWABLES. NOTES .: R=RECESS ALL GABLES AND JACKS= <250pif USE CAST-CRETE (OR EQUAL OR BETTER) 8F16-16/1T IF POSSIBLE QUANTITY [IF #5 REBAR @ BOTTOM OF LINTEL CAVITY NOMINAL HEIGHT - F=FILLED w/GROUT - _ U=UNFILLED i�V �f1 _ I TI NOMINAL WIDTH- - r :f 11 1 / f QUANTITY OF #5 REBAR 2 'DP OF LINTEL £AVITY_3 CONFORMS TO BC 5th ]Ed (2014) 160 MPH, C EXPOSURE RISK CATEGORY II TYPE V-R CONSTRUCTION DRYER VENT NOTE: ANY DRYER VENTS NOT LOCATED ON AN EXTERIOR WAII SHALL BE VENTED USING THE VinTout SYSTEM FR. N -' I'.. DRYER FIRE PREVENTION COMPAN". (321) 508-3109 www.dryer'lre.com DOWEL ROD NOTE: (IF APPLICABLE) WHERE SHOWN 0 OR 0 ON PLAN THERE IS A VERTICAL , (Cc=3000 psi MINIMUM). DIMNOTE, dwg DIMENSION NOTES:. 20SEP02 1. ALL EXTERIOR CMU WALLS ARE 7 5/8" U.N.O. 2. ALL EXTERIOR FRAME WALLS ARE 4" U.N.O. 3. ALL INTERIOR FRAME WALLS ARE 3 1/2" U.N.O. 4,DIMENSIONS SHOWN ON FLOOR PLAN ARE TAKEN FROM THE "INSIDE" OF EXTERIOR CONCRETE WALLS, AND FROM THE 'OUTSIDE" OF EXTERIOR FRAME WALLS. 5, DIMENSIONS SHOWN ARE FOR ROUGH FRAMING; FINISHED DIMENSIONS AND INTERIOR DETAP- DIMENSIONS WILL VARY. INTLNOTEAd g LINTEL NOTE: (IF REQD) 2DSEP04 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTFI_S. TT — INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS. I DETAIL CALLOUT KEY I DETAIL CALLOUT X14�11DETAIL NAME_ #R,"A # SCALE SHEET NUMBER* y *NOTE: "-" DESIGNATES SAME -SHEET DETAILS FUBNOTE.dwg NOTE TO FRAMER: 16JUL15 PI -ACE CONTINUOUS J" TUFF-R INSULATION DIRECTLY AGAINST CMU WALL INSTALL J" FURRING STRIP (FIG. 1 ) OVER INSULATION & AN1>1OR TO WALL, OFFSET FRAME WALL 11;" WHERE II MEETS P, CMU GORPdER .,(Fir. 2) SO THAT DRYVIA'-L WILL PLANE OUT PROPERLY, -CMU WAIL I��� " FURP:NG STRIP DRYWA:-L TUFF—R 1.5 INSULATION INTERIOR FRAME FIG. 1 FIG. 2 WA CEILING HEIGHT NOTE: ALL CEILINGS TO BE 9'-4" FLAT, JNLESS SHOWN OTHERWISE ON FLOOR PLAN. INNEf A 13, y, /�� 2 St `4WIIaa�f 0 (Y'! Cry m I to u! N M o to 0)00 00 d M co LLCID i$ N J CU y U Z _ U r d J Lr) Sheet 1 of 8 Floor Plan Scale: 1/4" = 1 \\\`X\111"I yl�ii \� E STEPHEN E. KASTNER, PE CO FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528 5320 FLORIDA PALM AVE. COCOA, FL 32927 +�,(IY (321) 403-20931& O i i No •:� ATE OF �•FIORI�P:a����� 00 znm 4 ■ +31.3 +31.3 +31.3 +31.5 - 34.1 — 34.1 I — 34.1 — 35.5 1 WEIGHTED AVERAGE FRONT ELEVATION C RIGHT SIDE ELEVATION XL1 35' R 118' MRH PE FIFE NOTES: 1. ALL WINDOW 0 DOOR OPENINGS TO HE AT 8'-0" AT TOP OF OPENING, UNLESS SHOWN OTHERWISE. 2. DOORS, WINDOWS AND SIDELIGHTS SHOWN ARE FOR PICTORIAL PURPOSES ONLY, AND STYLE MAY VARY FROM THOSE SELECTED FOR THE FINAL HOME. WINDOW PROTECTION NOTE: WINDOWS SHALL EITHER BE IMPACT RESISTANT, OR PROTECTED. BY APPROVED EXTERIOR SHUTTERS, PANELS OR OTHER DEVICES. �\ LEFT SIDE ELEVATION 1 PRESSURE IN11F®RMATI®N EDGE STRIP (COMPONENTS & CLADDING) - 4.8' END ZONE (MWERS) - 9.67 w 4� U U � a o N ' d ry W O p r U cil f0F� V U L0 C (Y) v U N Y N v v ° v 0. U o T a A p � o o � v [ 0 v 7 N ` V o q ED v W ^ H co ^ j � �U 0. Q � LO .® m WE U v ay Z o� w — b N 4' ri O Z) aro Y P O �2 S' O 00 c00 d m W f�CO N O w tr v� W U � aL m J 0 U w O 'a U _ Z. < Y N 7 y L�.L' v a I v R Ny n` O b T O O C •- U% Qj w 7 � O O 4 NV N CN U 4 O tME x w N C N Q. b .9:j SheetO U 2 of 8 y N N ° Exterior Elevations a o Scale: 1/4" = l'-O" E. STEPHEN E. KASTNER, PE FLORIDA REGISTERED ENGINEER LICENSE # BE 0039528 5320 FLORIDA PALM AVE. At CO20A403-20933 o)?.0 a a m m a aI u i �� FLI yyq� GE"°°"'9 EXHAUST VENT NOTE: 4N0" q 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. Z O o F q 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR, ° W THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). a d w NOTES TO PLUMBER: _ ____------_-_-__-__-- _--___- -__ 1, WORK SHALL COMPLY W/ LATEST ED OF FBC PLUMBING. w 2. WATER HEATER SHALL HAVE PAN AS REQUIRED, AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. {g)- 3. CLEANOUTS SHALL BE PROVIDED 9 BASE OF STACK & fW, 0 4'-0" AFT IN LAUNDRY ROOMS. q '� N o ° a°, 1 GF1 / f NOTES TO ELECTRICIAN: SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON N/ i \1 0 o � I / �. / AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE F W a ' R TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. C ` I cFl / 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' wp OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. u GFI1];FI 1 / 3. WHERE NO CO DETECTORS ARE SHOWN, COMBINATION u \ \ \ 7u Q I SMOKE/CARBON MONOXIDE DETECTORS SHALL APPLY 1 z 2 0 AS REQUIRED.O Q) m 4. ALL LIVING AREAS SHALL HAVE AFCI CIRCUITS ONLY, -0 O 5.USE ILL LISTED SUPPORT BOX FOR ALL FAN PREWIRES, •ri \ — I SDI COMP 6.GARAGE DOOR OPENER OUTLETS TO BE GFI PROTECTED. cFl. - O 7.ALL OUTLETS TO BE TAMPER PROOF D 0 8. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION 3 1 cF1 -1\ OF THE NEC. r ___ - - -_____ �- 1 9.ALL 15 THRU 20, &ALL 125 THRU 250 AMP NONLOCKING Q.) X! I II \ RECEPTACLES IN WET LOCATIONS SHALL BE WEATHER jjj���y �--1 u R, SI EF RFSSTANT. p 1 11 SPA O C)LL O SEV d v i ^` W L_ J 1 � � r > _I,�,I._ I i i� N I. RF� U 220 3 r `J ® LIRI AHu 17Au�)l MIN \VVV O m co J z d q N Not Included Q This Pe ' / R YYY � c _ I ;ELEC PA EL - _19 COMBO / 1 / ti Q� ' °p ----, 15 i I \ �/3B g W R I GF1 a C$ N T I o L --- '^-----— J I Wo SD �, a M Iwo - Q) b. COMMUNICATIONS SYSTEMS NOTE: �_ \ THERE SHALL BE AN INTERSYSTEM BONDING TERMINATION ° TO INCI-UDE PROVISIONS FOR CONNECTING AT LEAST THREE o <- - / GROUNDING OR BONDING CONDUCTORS REQUIRED FOR %- ` COMMUNICATIONS SYSTEMS. THE INTERSYSTEM BONDING d C U GFi I oeELL - TERMINATION SHALL BE ACCESSIBLE FOR CONNECTION AND o INSPECTION AND MUST BE LOCATED IN ACCORDANCE WITH m Z ARTICLE 250,94 OF THE 2008 NEC. P tiL ELECTRICAL LAYOUT NOTE: THIS SHEET PROVIDED FOR COST ESTiMATING PURPOSES ° r O h n�// (� ONLY. SPECIFIC DESIGN INFORMATION, IF REQUIRED FOR � � LL. 00 � 0) -------------------- PERMITTING, SHALL BE PROVIDED BY ELECTRICAL a d M M SUBCONTRACTOR. 2 r LL U c W C7 ca .aS .— o u U V N m 0 J N WEATHER HEAD a o O (1) >� �,j � U) b u Z C v� W v L0 ao (n J � In T Q 6 O b N y 4/0 ALUM MIN 4/0 ALUM MIN a a Q 200 AMP WIRE SIZE 200 AMP WIRE SIZE a Q m PANEL PANEL m G O METER O �" � u tAMP 200 AMP METER a y v J 4/0 ALUM MIN #4 COPPER 4/0 ALUM MIN DI C. •�N WIRE SIZE WIRE SIZE w "a #4 COPPER ro Na O a L 't1 C (J�) v V CU TO COLD WATER PIPE AT HOSE BIB CU TO COLD WATER PIPE AT HOSE BIB a a ° U GROUND TO 5/8"x20'-0" REBAR GROUND TO 5/8"x20'-0" REBAR EMBEDDED IN FOUNDATION (AND EMBEDDED IN FOUNDATION (AND o GROUND 5/8"x8' GALV. DOWN ROD) GROUND 5/8"x8' GALV, DOWN ROD) a' v u rm ABOVE GROUND ELECTRICAL RISER UNDERGROUND ELECTRICAL RISER rov Sheet C Q u a° 3 of 8 F U Electrical Plan Scale: 1/4" = 1'-0" '" � 9 R� � G4 .�N (1) #5 REBAR SHALL BE AD ED TO ALL PRECAST LINTELS, 5 IS TO BE ADDED T'0 TI �E �aK�6f"A4�$ESA�P��A �I�B�E�I�IT�OP COURSE ER SPECIFIED OPENINGS, SWITCH � -� 3-WAY SWITCH �3 WALL MOUNTED LIGHT FIXTURE 4-WAY SWITCH �a CEILING MOUNTED LIGHT FIXTURE DIMMER SWITCH ,�n RECESSED CAN _ IGHT FIXTURE 110 V OUTLET � RECESSED VAPOR � PROOF FIXTURE SWITCHED OUTLET �I FLUSH MOUNTED F LIGHT FIXTURE 220 V OUTLET zzo� PENDANT LIGHT {�p� DIRECT WIRE Y FLOODLIGHT TV JACK -I--- FLOURESCENT �~ PHONE JACK PH� LIGHT CEILING FAN SPEAKER PREWIRE X'� PREWIRE ONLY 26'-1 WALL LEGEND - 9'-4" CMU WALL WITH 5" POUR ABOVE CEILING HEIGHT NOTE: ALL CEILINGS TO BE 8'-0" FLAT, UNLESS SHOWN OTHERWISE ON FLOOR PLAN. C f V O I a F 34.9 37.9 34.9 37.9 [j n 13'-4 a 26'-4" I I -- 36_----__----_J 26'-4" O FLRNOTE779 FLOOR PLAN NOTES: Q80CTl2 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2.FOR MECHANICAL INSTALLATION, ALL TAPES, CONNECTORS, AND MASTIC SHALL BE UL LISTED. 3. ALL INTERIOR GYP CEIL BRD IS 1(2" SAG RESISTANT, & IS SCREWED @ 12" 0/C. USE 5/8' TYPE X ACROSS FRAMING, SCREWED 6' 0 C, @ GARAGE CEILING UNDER HABITABI F SPACE. USE 1/2" GYP BRD (MIN) ON GARAGE FRAME WALLS. USE 20 MIN RATED DOOR & FRAME TO GARAGE. 1' __ .miIlllUu�u NOTES: 1. ALL WINDOW & DOOR OPENINGS TO BE AT 6'-8" ,AT TOP OF OPENING FOR 1st FLOOR. 2. ALL WINDOW & DOOR OPENINGS TO BE AT 1'-4" FROM TOP PLATE FOR 2nd FLOOR WINDOW PROTECTION NOTE: WINDOWS SHALL EITHER BE IMPACT RESISTANT, OR PROTECTED BY APPROVED EXTERIOR SHUTTERS, PANELS OR OTHER DEVICES. 22'-82 RIDGE 12 7_ — 2S0'-5 MRH 5 181_81, BRG 34:4 4.1 24° E347 o/H -1 ® ® HT39.ER E W U � U o Q.i U O rycd W NO +� N 8'-8" BEG (LEDGER) �1 L0 -- J c O � `v c� N o N OK 0 D_-0_ FEE u u !� M �x aNiA +34.6 +31.570- m -37.6 -35.4 b 'b WEIGHTED AVERAGE u q L6 0 b w U Ln vo � � N '{Ifl.[� iPhISRSQRiia�Nh,Ni'S �� A �iMER SP�NSI�ILI YCP THE ALLMANuFACTUaEsuu�Ess►+ownNo as a y co U FACTORS AND SHOC COMPLIANCE w �ti VD ®� 4NYACiOR OF RECORD WRH FBG ENERGY CODE MUST v a REMAIN ON ALL DOORS AND WINDOWS o UNTIL INSPECTIONS ARE APPROVED v� N (s1 b Lby Q, a+ •. ai ��+ 0 I N 27'-6" 2 -4' 16' 8A I I � JAI -4" -2" I I I I Li \i�j 1 N DW DB0-i� 7'-21„ N — — -M- — �y 9 I 4" PVC OR COMP / COM 14'-8" 4'-5",� I o. II I I I el `� -3 1/2,,. T I u .�% — -- 7" — � 4'-5j„ I ---------`/ -----2x-6 WALL _ 14'—B" 1 I I II I I II I II I II oFi 1 I la I I 131 I L—LL--J Or I-r STUB UP POWER FOR KITCHEN ISLAND �\ THROUGH FOUNDATION �J CONCRETE AS PER FOUNDATION NOTES ti L U �1 CE 3, 3„ / /� 2' I Vi„ q 2'-0 „ I— I�III jI Not Included On I'*whrmit I Xy z 5,- 5j„ Z MIO] -*-P _ I 15'-3" 12'-3" I I I I --i--J -- —_ --- — — — — — — 27'-6" 54'-6" 56'-6" 6 5 0. I I I I 12'-4" 1- 2'-0" I -•-- #5 REBAR s I CONC SLAB FF I ice— #5 REBAR I `n 1 CONC SLAB FF 1 FG I CONC SLAB i� #5 REBAR 7 5/8" CURB I SLAB ;n"il i z i'�— YF5 REBAR f s IONC SLAB in 1 FF i I CONC SLAB 8" FF VARIES CONC SLAB VARIES z FG CONC SLAE FF FG?s - Z`i z �—::--z L. (1)#5 CONT 8" #s coNr _g f 1' 0, 4., (2) #5 CONT 1' 4° 4„ (2) #5 CONT B" 4" CONC.- 01 #5 CONT DRIVEWAY 3" MIN. GOV. 1,-4„ 4" (2) #5 CONT i'-0" 4" (2) #5 CONT i'-0" 4' (2) #5 CONT 3" MIN, GOV. - 3" MIN. COV. 3" MIN. COV. 3" MIN. COV. NON LOAD BEARING 3" MIN. COV. 1 BEARING ROOTER SCALE: NTS lA. BEARING FOOTER SCALE: NTS ROOTER AT OHGD SCALE: NTS CURB SECTION (BEARING) SCALE: NTS EXTERIOR STEP (BEARING) SCALE: NTS 8 INTERIOR STEP DETAIL SCALE: NTS 8 THICKENED EDGE SCALE: NTS �'— SA BEARING ROOTER SCALE: NTS 11�— #5 REBAR BEYOND �� #5 REBAR BEYOND (2) #5.. REBAR 7-1/2" MIN. #5 REBAR BEYOND 2 N N Imo— #5 REBAR 6SLAB s*11IFF VARIES 8" I CURB BEYOND z - �.9 1/2" z m I E w: 9 1/2' c<_ �a z m w; 9 1/z" � I �� 2'-0" 2-0"-- -- - SLAB QONC SLAB v1 > n 4" PIPE 6" SLEEVaCONC 3 1/2° #5 CONT (1) #5 CONT N n n CONC SLABm �'�• 12„ (?) #5REBAR z4"4 2 ` z(1) 1' 4" 4• 2) #5 CC'T z) #s CONT 1' 4" 4" (z) #5 CONT PIPE THRU FOOTER (2) #5 CONT 3" MIN, COV, 3' MIN C*V. 3" MIN. COV. 3° MIN. COV. SCALE: NTS �@ SL GLASS DOOR SECTION SECTION AT SHOWER IOA SERVICE DOOR SECTION lR RECESSED DOOR SECTION lA SCALE: NTS RECESSED DOOR SECTION 11B SCALE: NTS \J SCALE: NTS SCALE! MS SCALE: NTS 26' 4" II --- --- I I 4,-2j„ 2'_i9 �� w NT R UIRED 2'- -' ' 2" TERMITE ro I� I 1 A 3 �', 1 1 IL_ J M 'I 2 8 7'-10" 4'-10" 2 -0" 9 0" 2'-0" PLUMBING LAYOUT NOTE: THIS SHEET PROVIDED FOR COST ESTIMATING PURPOSES ONLY. SPECIFIC DESIGN INFORMATION, IF REQUIRED FOR PERMITTING, SHALL BE PROVIDED BY MECHANICAL AND PLUMBING SUBCONTRACTORS. FOUND.dwg GENERAL NOTES: 07APR00 1, IF A TERMITE CHEMICAL BARRIER IS TO BE APPLIED IT SHALL BE PER FBCR 2010, SECTIONS 1816 & R320 AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY A LICENSED PEST CONTROL COMPANY PER SECT 105,10. 2, A/C COMPRESSOR LOCATION MAY VARY; FIELD LOCATE PER SURVEY, 3, SEE FLOOR PLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT. WEDGE ANCHOR I.L.O. J-BOLT NOTE: A 1/2" DIA x 10" LONG MINIMUM WEDGE ANCHOR MAY SE USED IN LIEU OF 1/2" DIA J-BOLTS. ANCHORS TO OF LOCATED NO CLOSER THAN 2" TO EDGES AND 6" FROM CORNERS AND ENDS. USE APPROVED EPDXY SYSTEM AT CONCRETE EDGES. DOWEL ROD NOTE: (IF APPLICABLE) WHERE SHOWN ■ OR • ON PLAN THERE IS A VERTICAL #5 (f'c=3000 psi MINIMUM). DOWEL ROD REPAIR NOTE: IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM VERTICAL STEEL LOCATIONS, DRILL 6" INTO CONCRETE (3" FROM EDGES f5/8" AND 4" FROM ENDS OF CAP WALLS), REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE SIMPSON EPDXY -TIE OR EQUAL EPDXY ADHESIVE DESIGNED FOR CONCRETE. FOUNDATION LOAD CAPACITY NOTE: THE FOUNDATION DESIGN SHALL HAVE A MINIMUM LOAD CAPACITY OF 2000 PSF WITH A MINIMUM OF 95% OF MODIFIED PROCTOR PER ASTM D 1557. IN THE EVENT THE SOIL BEARING CAPACITY FALLS BEOON, THE AFOREMENTIONED MINIMUM, THIS FOUNDATION PLAN MAY BE SUPERSEDED BY AN ENGINEER N SPFCIALI7FE FOUNDATION DESIGN. FOUNDATION NOTES: 1. USE 3-1/2" THICK SLAB (MIN) OVER CLEAN, TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER. SUBTERRANEAN TERMITE POST -TREATMENT MAY BE BORACARE APPLIED TO GROUND FLOOR WOOD SURFACES; ILO SOIL TREATMENT 2, USE A MIN OF 1-1/2 Ibs OF FIBERMESH PER YARD IN SLAB. 3, CONCRETE COMPRESSIVE STRENGTH SHALL BE 2500 psi. 4, ALL REBAR SHALL BE GRADE 40. 5: MINIMUM REBAR COVERAGE IS 3" IN FOOTERS AND 1-1/2" IN WALLS. ®,REBAR OVERLAP SHALL BE 40 BAR DIAMETERS. (25" FOR #5 BARS). 7: FOR INSIDE CORNER OF SLAB ADD (2) #4 x 36" BARS DIAGONALLY 12" APART 2" FROM CORNER AND PLACED WITHIN UPPER THIRD OF SLAB. DRYWALL — 2 3 1/2" MIN, FRAME WALL GARAGE LIP DETAIL GRGLIP 24APRO6 SCALE: NTS U O O O —J Q W� C40 C— � \/ 0 0 M N u A a U �y 8 a ���+9 ° wl" 51 co AA � 1n Sao U N 8 � M v C N Z cd �a O M 001 %� 00 w % V a M M � J t�D U) /0/n C LL a W V U U N U O 3N v (n U) b� W L) 10 a° (n J In a 0 b U v� 7 LLLL � � W a� a 0 ,. 'U �+ J V LLJ v ( ) Q �O �_ N p T1 8 �c o Ou Sheet w 60 6 of 8 l" ° Foundation Plan v og Scale: 1/4" = 1'-0" �c� ``alnnll" 1/T�zj .� `. a E /r . ._ STEPHEN E. KASTNER, PE Co. 0.3 '. FLORIDA REGISTERED ENGINEER- LICENSE # PE 0039528 �0 •, STATE41 cK' 5320 FLORIDA PALM AVE, COCOA FL 32927 : T (321) 403-2093 10��j��i s••F. RIDP.•'�� ' � O,t. IIIIII010 y m GENERAL BUILDER NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FBC BUILDING CODE, STANDARD PLUMBING CODE, AND THE NATIONAL ELECTRICAL CODE LATEST EDITIONS AND ALL OTHER LOCAL CODES THAT APPLY. 2. ALL STRUCTURAL MEMBERS EXPOSED TO THE ELEMENTS SHAD_ BE WEATHERPROOFED. ALL ELECTRICAL CIRCUITS SHALL BE GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. THE ELECTRICAL CONTRACTOR SHALL NEATLY MARK ALL CIRCUITS AT THE ELECTRICAL PANEL. 4. THE DESIGN FIRM AND/OR ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR WORK .NOT IN ACCORDANCE WITH THESE DOCUMENTS OR FOR THE MISINTERPRETATION OF THE DRAWINGS OR FOR UNSATISFACTORY WORK BY THE CONTRACTOR. IN THE EVENT THAT A PROBLEM OR QUESTION DOES ARISE FROM THESE DOCUMENTS, THE DESIGN FIRM AND/OR ENGINEER SHALL BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION, IF NEEDED, PRIOR TO COMMENCEMENT OF WORK. 5. WIND LOADS ON THIS PARTICULAR STRUCTURE ON THIS SPECIFIC LOT, AS REQUIRED BY THE FBC. 6. ENGINEER REVIEW FOR STRUCTURAL ONLY. 7. STRUCTURAL AND NON-STRUCTURAL DESIGN CHANGES MADE AFTER FINAL SIGN & SEAL IS PROVIDED WILT_ BE SUBJECT TO ADDITIONAL COSTS:. 8. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR/OWNER-BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. 9. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN FIRM PRIOR TO CONSTRUCTION. 10. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNER-BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. 11. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 12, DESIGN FIRM AND ENGINEER ASSUME NO LIABILITY OR RESPONSIBILITY FOR EXISTING STRUCTURE. TRUSS ENGINEERING NOTE: THIS TRUSS LAYOUT WAS PROVIDED BY AMERICAN BUILDERS SUPPLY, THE DESIGNER AND SUPPLIER OF THE FINAL TRUSSES FOR THIS JOB; THE TRUSS INFORMATION CONTAINED. WITHIN THESE DOCUMENTS IS IDENTICAL TO THE FINAL TRUSS BOOKS FOR THIS PARTICULAR JOB. T2NOTES dwg HANGER TO MASONRY/CONCRETE2DNOVO9 CONNECTION NOTE: TO ANCHOR HANGER TO MASONRY/CONCRETE: FILL ALL HOLES W/i"O X 234" TAPCON SCREWS FRAMER NOTE: FOR GIRDERS BEARING ON FRAMED WALLS, MINIMUM STUDS (SPF GR2) UNDER BEARING SHALL BE GIRDER PLYS PLUS 1 UNO. SHIFT STUDS AS REQUIRED TO ACCOMMODATE CONN. a o MIN. NO, 2 SPF STUDS 1.Od NAILS AS SHOWN o FLOOR TRUSS NOTE: FLOOR TRUSSES WITH NO UPLIFT SHALL BE TOE —NAILED TO BEARING FOR STABILIZATION. NO OTHER UPLIFT CONNECTIONS ARE REQUIGT UNLESS NOTED OTHERWISE ON LAYOUT. X INDICATES THE ENTIRE WALL TO THE CORNERS. R LEG INDICATES A SPECIFIC TRUSS TO TOP PLATE/ LINTEL CONNECTION, X INDICATES ALL INCLUDED TRUSS TO TOP PLATE/ LINTEL CONNECTION, TRUSS LAYOUT & REACTIONS RECEIVED (& TNSERTII,D IN DRAWINGS) FROM: EAST COAST TRUSS (772) 466-2480 _ THIS STRUCTURE 19 TO BE DESIGNED AT THE WIMD SPEED AND PRESSURES SHOWN IN THESE PLANS AS A MINIMUM. IT IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED FFI I T AND/OR WITH MORE CONSERVATIVEme EN CONSERVATIVE PRESSURE �C S. MAD-CONN-SCHEDULE.dwg rfi 170CT05 CONNECTOR REVISION DATE: DDMMMYY ANCHOR/CONNECTOR SCIIEDULE NOTE: CONNECTOR ASSEMBLIES ARE INDICTED BY LOAD PATH SYMBOL o = *XXXX*: SYP (SOUTHERN '41_LOW PINE VALUES) "G' ao a jALTJ: INDICATES ALTERNA E COMPONENT/USE MFGR: "U" = USE, "S" = SIMPSON, = GENERIC d NO. MFGR. QTY. PART NO. ATTACHMENT CONNECTED ELEMENTS RATED UPLIFT L _ IN LBS 101 U 1 HTA16 (10)-10d x 1.5 TRUSS TO BOND BE*,A 1615 102 U 2 HTA16 (10)-10d x 1.5 EA TRUSS TO BOND BEAM 3230 (5/8" 110 U HT 4 0 ALL THREAD GIRDER TO BOND BEAM 4465 DRILL/EPDXY— 14" EMBED NOTE: UNLESS NOTED OTHERWISE ON THESE DRAWINGS, (1) TRUSS/LVL TO CMU/CONCRETE CONNECTIONS ARE W/ 101 (1615 LBS UPLIFT CAPACITY). CONDITION #1: REPAIR: STRAP IS 0" TO 3/8" AWAY OF TRUSS. NO REPAIR NECESSARY. FROM EDGE CONDITION #2: STRAP IS 3/8"" TO 1-1/2" AWAY FROM EDGE OF TRUSS. REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN TRUSS AND STRAP. BEND PER DETAIL AND NAIL 7-10d. CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAY FROM EDGE OF TRUSS. REPAIR: PER DETAIL SHOWN W/ USP PT16M ANCH TO WALL W/ (4) 1/4"xt-3/4" TAPCONS & TO TRUSS PER MFGR SPECS. '*MAY USE 16" TWST STRAP(S) & (4) TAPCONS EA. 1/4"z1-314" TAPCONS AT LEAST 1" FROM TOP* v DARD REPAIRS STRAP MISALIGNMENT APPLIESMULTIPLES ECUTE T TRUSSES, SES, AND MAY BE USED ON ETHER SIDE OF WA STRAPRPR.DWG 16DEC09 SCALE: NTS N i �' �I �I •I •I •I L� L� L�iml I� L� •I •I. I 'I 'I •I -I r I ► ► 1I 1 I r I' I I r I• I I ME -►�� moll_ i1 _■I�I�I�I�I�I ME MM - =bon WWIL�I�I uV•I�I�I�I�I�I•I ® 1, ---, I,/ ► r --- / , Em mm mm Ron �■ 11. �I�I�I�I� II �.I/� /�,,.�...� //I//AIL/� _igno \�/ ., -►■ C���- 11 .• � � ill , --- //�I%//!%%I%%,I irlLalO / %//!' II%/IW&Ai1!7%I%/I%/.i%L'�J!ll%/ %//L%%I%/I !I�I�I�I�I�I�I�II�I I�I�I'I I�IEI�I�IIImImI�&I���� 13'4• ITO" TOE NAIL NOTE: FLOOR Rl1SSES WITH NO UPLIFT SHALL BE TOE —NAILED TO BEARING FOR STABILIZATION. NO OTHER UPLIFT CONNECTIONS ARE REQUIRED UNLESS NOTED OTHERWISE ON LAYOUT. _ LEDGER ATTACHMENT NOTES: 1, ANCHOR LEDGER TO FRAME WITH (6) 10d GUN NAILS PER CONNECTION. 2. ANCHOR LEDGER TO CMU/CONCRETE WITH Z"xC SCREW ANCHORS @ 24" 0/C. f� n 12' 4" 26, 4" INE FACE I MrAA / 1 MEMO/ NIP ---' M N _ FIN m �I����I����i►���I ��/���i����l��/, ---FIN �� ��►'� VAIGI���_�������. FLRNOTEM.dwg 20SEP02 GENERAL PLAN NOTES: 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2.A SINGLE B" BOND BEAM SHALL BE USED WITH (1) #5 REBAR IN THE TOP COURSE. NOTE TO BUILDER: ALLOWABLE TOLERANCE SPACING AS TO, J—BOLT............ ....... t 2" 0. C. DOWNPOURS .................. t 13 0. C, STRUCT,dwg SHEAR WALL NOTES: 8D[bI a GSW1 STUDS: A) FOR SHEARWALLS, BLOCKING IS REQ'D AT ALL SHEATHING EDGES BETWEEN STUDS. 8) SPACING AT 24" ON CENTER (MAXIMUM). C) FOR MINIMUM SPECIES AND GRADE SEE GENERAL NOTES, D) SHEARWALL ENDS SHALL BE DOUBLE STUDDED, THIS MAY BE A COMPOSITF OF A FULL JACK AND STUD OR ACOMBINATION OF CORNER STUDS. GSW2 .STRUCTURAL WALL SHEATHING: MINIMUM 15/32" COX PLYWOOD OR 7/16" APA APPROVED O.S.B. GSW3 NAILING SCHEDULE'. USE 8d GUN NAILS AT THE FOLLOWING SPACING: 6" ON CENTER THROUGHOUT (ONO) GSW4 —DENOTES SHEAR WALL LOCATION A LENGTHS SHOWN ARE THE MIN. LINEAL FEET OF SHEAR WALL REQUIR ED B) IF THERE IS NO SHEAR WALL DENOTED ON FLOOR PLAN THEN ALL BEARING EXTERIOR FRAME WALLS GREATER THAN 16" IN LENGTH ARE REQUIRED TO BE CONSTRUCTED AS SHEAR WALLS. (SEE SHEARWALL FRAMING SPECS DETAIL). GSW5 INTERIOR SHEAR WALLS SHALL USE 7/16" O.S.B. SHEATHING NAILED WITH 8d GUN NAILS AT 6" ON CENTER THROUGHOUT UNO WITH A J—BOLT, WEDGIT, OR A FIA22 REQUIRED AT ENDS UNLESS FRAME WALL TO BLOCK CONNECTION IS AVAILABLE. PROVIDES 197 plf IN GROUP III SPECIES FRAMING). GSW6 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS AT EACH END ARE SHEAR WALLS. GSW7 ALL EXTERIOR POURED CONCRETE WALLS ARE SHEAR WALLS. STRUCTURAL NOTES: G1 DESIGN PARAMETERS: DESIGN LOADS: UNLESS NOTED OTHERWISE (ONO) IN SPECIFIC NOTES ROOF LOADS: LIVE LOAD (LL); 20psf (25% DURATION INCREASE) DEAD LOAD (DL): 17psf SHINGLE; 25psf TILE WIND CALCS: DEAD LOAD (DL); 102psf SHINGLE; 15psf TILE (60% DURATION INCREASE) FLOOR LOADS: DL 15psf• LI 40psf (0% DURATION INCREASE) BALCONY: DL 15psF LI. 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 60psf STAIRS: DL: 15psf; LL'. 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 100psf G2 MINIMUM. LUMBER SIZES, SPACES, GRADES, AND SPECIES (ONO) A) INTERIOR. NON —BEARING WALLS. 2x4 STUDS AT 24" ON CENTER. SPRUCE -PINE -FIR (SPF) GRADED LIMBER (OR BETTER) OR METAL STUDS. CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS. B) FRAME BEARING WALLS: SPF #2 (MIN) 2x4 STUDS O 16" O/C TO 10'; USE 2x6 & MID HT BLOCKING BETWEEN STUDS OVER 10' UNO. C) HEADERS: SYP, GR 2, (2) 202 W/ 1/2" SOLID SPCR ONO ON PLAN OR DETAILS. NAIL PLIES W/ 10d ® 3" O/C EDGES & 6" FIELD. 33 HEADERS MAY BE CLL. OR NOTCHED AT—TLE ENDS ONLY. OTHERWISE THEY SHALL NOT BE REDUCED IN r ED CEC STRENGTH. G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE SHALL BE PRESSURE TREATED (PT). G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER SCSI—B1 SUMMARY SHEET. 06 TILE ROOF USE 30# DRY IN, 90# FELT & HOT MOP W/ SCREW DOWN INSTALLATION PER ROOF TILE INSTITUTE SYSTEM TWO UNO, INSTALL TILE ROOF SYSTEM IN ACCORDANCE WITH FRSA/TRI PER FBC 1507.3.7 & FBCR 905.3. G7 PER FBCR 703.8, GALV (26 Go MIN) OR ALUM FLASHING SHALL BE INSTALLED AT GUTTERS, WALL & ROOF INTERSECTIONS, SLOPE CHANGES, & PER F A AA M / MA 200 © OPENINGS. USE WEEP SCREEDS CONTROL ON ROL JOINTS & EXPANSION I JO NTS TO DRAIN MOISTURE & CONTROL CRACKING. ONLY WORKERS WHO UNDERSTAND PROPER INSTALLATIONS OF ANY WATER BARRIERS, INCLUDING FLASHINGS AND SEALANTS, SHALL BE USED. G8 ONLY SHINGLES & FASTENERS FROM BLDG DEPARTMENT'S LATEST APPROVED ROOF COVERING MFGR'S LIST (IF APP�JCABLE) SHALL BE USED. ANCH W/ (6) 7/8" MIN LENGTH ROOFING NAILS W/ .413" CIA HEAD PER SHINGLE. 09 REBAR IS GRADE 40 UNO ON PLAN. PLACEMENT IS PER TYR WALL SECT & PLAN. CID ALL COEFFICIENTS AND CALCULATIONS ARE PER THE LATEST EDITION OF ASCE 7 AS ADOPTED BY THE FBCB. SIT ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS UNO AND ALL CONNECTORS SHALL BE NAILED PER MANUFACTURER'S SPECS. G12 EXTERIOR CEILING MATERIAL WILL BE 1/2" GYPSUM SOFFIT BOARD AS A MINIMUM WHICH CAN PROVIDE FULLY ENCLOSED STRUCTURAL INTEGRITY. G13 OVERLAP DOUBLE TOP PLATES 24 AND ANCH WITH 10d AT 16" o,C. WITH (3) 1Od's AT CORNERS, CONCEALED FASTENERS OR AT1*C ARE T'HE RESPONSISILP 0," TN" wo CONTRACTOR OF RECOpI': FILE CONY v M N Q v w , M o Q v 'dQ rn m U L0 N �° u ro a .• M 0 U a Z ro 8 O rn CY)00 d 00 0) R w $ a A M c- W LL 0 N �a w L CD d TO C U) ti W Z V 10 IL v 48 a8 bx 0 b 7ro Be A U d 0 C LLJ �0 Sp n xa v Q_ o C m b Sheet o � c v 7 of 8 o Truss Layout & a Connector Schedule Scale: 3/ 16" = P-O" \ 0\1111111111///// ..� . N E STEPHEN E. KASTNER, PE - FLORIDA REGISTERED ENGINEER = LICENSE # PE 0039528 ,0 , 5320 FLORIDA PALM AVE. cFL 32927 (321)403-209 021p15►', GENERAL VALLEY NOTES: 1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH. 2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12 0" TO HAVE (2x4) COLLAR TIE, OR VERTICAL KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). 3) RIDGE BOARD SHALL BE 2x6 MIN. FOR 2x4 RAFTERS & 2x8 MIN. FOR 2x6 RAFTERS 4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP RT7A CONNECTOR, NAILED W/ (8) Bdx1-1/2" NAILS, ALL OTHERS TOE -NAIL W/ 0.131x3" GUN NAILS. 5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SEE STUD GRADE OR BETTER. COLLAR TIE (AS. REQUIRED, SEE. NOTE 2). (1.) RT7A ®EA END OF USP THD26 FASTENED TO LONG FRAMING MEMBER. PEAK OF PREVIOUS TRUSS (SEE NOTE #4,) TRUSSES (5) 10d GUN BELOW NAILS EACH END: (2)2x4 CLEAT UNDER VALLEY FRAMING ARCH CLEAT T0. EA TRUSS BELOW W/ (4)1.0d GUN NAILS. FOR VALLEY RAFTERS 6'& LESS. OVER 6' USE USP RT7A CLIPS & USE (2) USP WS45 SCREWS PER CLEAT. -OR- CUT SLOT AND BEND 12" STRAP (FROM ANY MFGR) AROUND TRUSS BELOW, FILL ALL HOLES WITH 8dx1-1/2" NAILS (MIN.), SPACE STRAPS EVERY OTHER TRUSS. 1501 VALLEY FRAMING DETAIL D9FE8,5 .SCALE: NTS - TRUSS ANCHOR - SEE ANCHOR ---- VARIES SCHEDULE ALUMINUM DRIP EDGE ALUMINUM FASCIA OVER 2x NAILER PERFORATED ALUM. OR VINYL SOFFIT 1x4 PT BUCKS MIN ARCH TO CMU W/ 1 3/8" T-NAILS OR 6d CASE HRD GUN NAILS AT 6" O/C OR 2x6 PT BUCKS MIN ANCH W/ 3/16"00" TAPCONS @ 12" O/C W/ 1-1/4" MINUMUM EMBED, I I (1) #5 DOWEL 12" MINIMUM EMBEDMENT AND 25" LAP -TYP I TEXTURED CEMENT 11 CLEANOUT OPENING FOR EACH I GROUTED CELL R-30OVER MIN INSULATION TIAC OVER CONDITIONED SPACE PRE-ENG TRUSS ® 24" O/C 1/2" GYPSUM CEILING BOARD LINTEL COURSE WITH (1) #5 CONTINUOUS AND #5 CORNER BARS WITH 25" TYPICAL OVERLAPS. FILL WITH 3000 psi PUMPMIX. 8" PRECAST LINTEL OVER ALL z OPENINGS WITH (1) #5 IN EACH a SEAL ALL OPENINGS AND CRACKS W W PRECAST SILL N 3/4" PT FURRING STRIPS (TYP) W/ R4 (MIN) INSULATION Of 1/2" DRYWALL (TYPICAL) -BASE BOARD I TYPICAL LOOTER - SEE FOUNDATION I 3 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE AND REINFORCEMENT-: REINFORCED WITH FIBERMESH ON 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi 0101 TYPICAL WALL SECTION ,zJAN,z SCALE.: NTS (1) #5 CONT. A CENTERED 16" P.T. 2x8 FOR TORSION SPRING (AS REQUIRED) \241- II II. I r-------- I -- ------------�-- I -� I II II i P I Ell1/2" DIA WEDGE PT 2x6 ANCH W/ I ANCHOR- 3 1/2" 1/4"0 x 2-3/4 I I EMBEDMENT TAPCONS 24" O/C H I I 00 I I I P.T. 2x6x8' TYP. N I I EACH END b I I 1/2" DIA. A -BOLT I I FIR OUT WALL FOR WITH 2" WASHER I DRYWALL ATTACH. TYPICAL I +I I I II (1) #5 CONT.CID I 11 I I II N a II 11 (1) #5 CONT. > II I Ip al II 1 II II I _J ----------------------------------- IIIIII FOOTING AS PER FOUNDATION PLAN #5 DOWEL WITH 25" OVERLAP 1305 GARAGE GOAL POST 21APRD6 SCALE: NTS z 0 a W w w r 8" BOND. BEAM F- #5 CONT. FOR 1x6 (MIN) PT BUCKS OR 2x6 PT BUCKS USE 41"0 x 3,75" TAPCONS AT 14" O/C (MAX). EA. DOWNPOUR TO HAVE #5 VERT. STEEL WITH 12" HOOK. FOR 8'-0" WALL USE 7'-8", FOR 9'-4" WALL USE 9'-0" ETC, CELL FILLED SOLID CLEAN OUT ACCESS HOLE DETAIL 8d FULL HEAD RING SHANK GUN NAILS @ 4" OC W/IN 48" 8d FULL HEAD RING OF EDGES; RIDGES & ON FACE SHANK GUN NAILS 0 OF GABLES. 6" OC THEREAFTER I'I li I'I LI LI I II I:I �•I I iJ I:I �I I•I " OSB OR CDX MIN SPAN PII_YWOOD CLIPS (1) CLIP RATING 24/16 (SHINGLE); EVENLY SPACED BETWEEN 32/16 (TILE) DO NOT OVER TRUSSES (MIN), [NOT PROD DRIVE NAILS FOR g" SHEATHING.] TYPICAL NAILING SCHEDULE NAILSCHED.dwg 06MAY14 JAR SCALE: NITS d 5 PT BUCK A ACHED WITH CMU FILLED CELL SEE ELEV.g CASE HARDENED '� NAILS PER INST. DRYWALL DETAIL DRAWING 41, �e' 1x4 PT FURRING TEXTURED CEMENT + PLASTIC "J" BRICK MOLD CORNER BEAD q�^ SHIM 1/4" MAX 1 4"0 TAPCON S ACED PER DOOR A WALL JAMB f NUFACTURER A i CMU FILLED CELL n E 1 �XTURED CEMENT 7. e! ' +.. 6 (BEYOND) 1' 1x4 PT FURRING JAMB DRYWALL 1/4"0 TAPCON ® DRYWALL RETURN SPACED PER DOOR MANUFACTURER BASE BOARD "L`STIC "J° OUTSWING DOOR SILL F_ l=H WITH EDGE 0'=O'_FFE DOOR JAMB Y T=ILK JOINT) SLAB RECESS,{ SILL SEALANT 5„ B SILL JAMB B CMU OUTSWING DOOR D922 (FLUSH WITH EXTE 05JAN14J SCALE: NITS NOTE: A 2x OR 1x BUCK MAY BE USED. A 1X BUCK IS SHOWN HERE. DOOR STYLE AS SELECTED DETAILS WALL) PRE-ENGINEERED TRUSS USP HTA16 EA TRUSS --- - - - -- -_- SEE ELEVATION LI I I PRECAST LINTEL 1 I I 1 #5 HORIZONTAL REINF. HIGH RIB' LATH & STUCCO I SEE TYPICAL WALL CEILING (USE WATERPROOF PAINT) I I I I I I 1 CMU COLUMN -SEE FLOORPLAN I I II FOR SIZE AND REINFORCEMENT I I II I 1 I #5 VERT IN GROUTED CELL I 1 I II I I I I I __J —SEE FOUNDATION PLAN FOR DIMENSIONS AND REINFORCEMENT 295AENTRY LANAI DETAIL 01 DEC09 SCALE: NTS METAL ROOFING INSTALIED PER MANUFACTURER - SPECIFICATIONS OVER PEEL & STICK MEMBRANE ON 5/8" COX. TRUSS ANCHOR PER CONNECTOR 12 SCHEDULE V�RS"I/J fl ALUMINUM DRIP EDGE ALUMINUM FASCIA OVER I\ 2x NAILER PERFORATED ALUM. OR VINYL SOFFIT 1"x3" P.T. WINDOW BUCK STRIP ANCHORED TO BLOCK WITH 1 3/8"_\ T-NAILS AT 6" ON CENTER N 1x4 PT BUCKS ANCH TO CMU - W/ 1 3/8" T-NAILS OR 6d CASE HRD GUN NAILS AT 6" O/C OR 2x6 PT BUCKS ANCH W/ 3/16"0 x3" TAPCONS 0 12" O/C W/ 1-1/4" MINUMUM EMBED. (1) #5 DOWEL 12" MINIMUM EMBEDMENT AND 25" LAP -TYP I I I I CLEANOUT OPENING FOR EACH GROUTED CELL TYPICAL FOOTER - SEE FOUNDATION 3 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE AND REINFORCEMENT-.- REINFORCED WITH FIBERMESH ON 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi 0122 TYPICAL WALL SECTION ,GFEeos SCALE: NTS R-19 INSULATION MIN OVER CONDITIONED SPACE PRE-ENGINEERED TRUSSES ® 24" 0/C. 1/2" GYPSUM CEILING BOARD LINTEL COURSE WITH (1) #5 CONTINUOUS AND #5 CORNER BARS WITH 25" TYPICAL OVERLAPS, FILL WITH 3000 psi PUMPMIX 8" U-SHAPED PRECAST LINTEL OVER ALL z OPENINGS WITH (1) #5 IN EACH > w J W w w PRECAST SILL BY PRECAST MANUFACTURER n I Cl) w Of (1) P.T. 2x4 RIBBON 3/4" T & G PLYWOOD ANCHORED WITH GLUE AND 8d RING SHANK GUN NAILS AT 6" O.C. FLOOR TRUSS 1/2" GYPSUM CEILING BOARD (1) P.T. 2x8 LEDGER - ANCHOR WITH 1/2" WEDGITS AT 24" ON CENTER z O B" U SHAPED PRECAST LINTEL OVER ALL a OPENINGS WITH (1) #5. IN EACH J w w w PRECAST SILL BY PRECAST MANUFACTURER N 1 3/4" P.T. FURRING STRIPS (TYPICAL) w WITH R4 (MINIMUM) INSULATION OVER a 1/2" DRYWALL (TYPICAL) BASE BOARD (TYPICAL) ROOF STRUCTU FASCIA OVER —� 2x NAII ER SOFFIT & F CHANNEL W/ 6d NAILS ® 10" 0/C. USE 2x2 (MIN) WALL PER PLAN FRAMING IF OVERHANG IS OVER 12". ANCH VERTICALS (@ 4' O/C) TO TRUSS W/ (2) 10d GUN NAILS. SOFFIT SUPPORT DETAIL SOFFIT SUPPORTOWG SCALE: NTS 22JUN06 36" MIN HT RAILING 8" - 6" SLOPED PIP CONIC SLAB W/ #5 GR40 BARS C9) 12" O/C TOP & BOTT ---- : .- --Fir - -b- - -r IF I CHAIR BLOCK 1 24" PRECAST LINTEL 1f 5� PORCH CONCRETE SECTION 2socns SCALE: NTS #5 HORIZ REINF BAR #5 VERT REINF BAR W/ 12" BEND V w Of a 1 #5 HORIZONTAL > REINF.- TYP. I 1112 BLOCK TRANSITION 21APR06 SCALE: NTS —LANDING b:. #4 TEMP BARS @ 12" O/C. _ 10„ NON -SLIP NOSING 3/4" (5)#5 REBAR C° TOP TO BOTT. #3 BENT BARS TIED TO EA #5 IN BOTTOM. #5 BAR @ APEX OF STEP. - EEL LAYOUT IN CONCRETE ST SCALE: NTS PT BOTTOM PLATE UCTURE ABOVE 2x4 (SPF GRADED LUMBER OR METAL STUD) ® 24" O.C. CUT NAILS,CON TAP SCREWS S OR HILTI PINS @ 24" O.C. a N U (L) w N 0 uO ) U �1 O Q 471 N l N O u 5 cM r� N 6 a ,M,'yam $ W 'JA In M U /t 00 � U N A N ° F_I co .� 0 wv v x4 m❑ B Z Ei 7. .0 (VARIES SEE PLAN FOR BASE) H M rn pP O O CO 00 x* a M �- 00 W C7 LD q a V N vO a)J CV 3: U n 6 N z t� VO W U ti U D- J � St Lucie Cty Notes.dWg GENERAL NOTES: 15JAN 14 Li GEOGRAPHIC DESIGN CRITERIA: A) WEATHERING, NEGLIGIBLE B) TERMITE: VERY HEAVY L2 FLAME/SMOKE SPREAD INDEX (PER; ASTM E 84 OR ILL 723): A) WALLS & CEILINGS: FLAME SPREAD NOT GREATER THAN 200. SMOKE -DEVELOPED NOT GREATER THAN 450. B) INSULATION: FLAME SPREAD NOT GREATER THAN 25,. SMOKE -DEVELOPED NOT GREATER THAN 450. L3 ALL GYPBOARD MATLS & ACCESSORIES SHALL CONFORM TO: ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278 C 1395, C 1396, OR C 1658, L4 CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH: ANSI A108 .1 A10 .4 A108. A10811, Ait .1 A11 . 8 5, A10 .6 B8 8 3, A136.1 AND A137.1, LS AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325, INSTALL TILE ROOF SYSTEM IN ACCORDANCE WITH FRSA/TRI PER FBC 1507.3.7 & TRICK 905.3. P. m b� d y T� mq eV)� U a� 0 � m x� qa v a a° 46 0140 INTERIOR NON -BEARING WALL SCALE:. NTS o Sheet w� vN �a 8 of 8 Structural Details a 0 Scale: 1/4" = 1'-0" OP E11I1i �G .N. qFILE `\��. . 1- -s�.,�� REVISIONS: ; •, 1 STEPHEN E. KASTNER, PE o "" = + 18NOV 1 5 FLORIDA REGISTERED ENGINEER I. ADDED ,-ITY ,,L PORT T UIrIE H LF", LICENSE # PE 0039528 -)3 TA OF 2. ADDED DETAII r,1 40 T,1 IH1W H(1W NON `>TRUI 5320 FLORIDA PALM AVE. • 10. T' TIIRAL INTFRIUR FRAME WALL ARE COCOA, FL 32927 403-209`3` q ��i �• Tn BE 1 HLI TRI1( IFP (321) ,� L��� ,ORIDP.•��� - - �1lnnnul GENLWTCL.DWGPREECI-AST LINTEL SCHEDULE 080" I� APPLIED LOADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED TO INSURE THEY ARE WITHIN ALLOWABLE LIMITS. ALL UNITS ARE IN PLF LENGTH SAFE GRAVITY APPLIE➢ GRAVITY SAFE UPLIFT APPLIED UPLIFT COMPOSITE BEAM REMARKS D 2'-10" 6113 <2000 4460 <1500 BF16-18/111 I WINDOW 022. 4'-6" 6113 <2000 2724 <1500 BF16-IS/1i 2x WINDOW 2A. 4'-6" 2189 <2000 1207 <1000 8F8-18/1T Bf0AM OMISC PENING 3'- �, V 5'-10" 4360 <2000 2093 <1500 BF16-11B/11 3x WINDOW 3A 5'-10- e¢ecs 1i13 <750 655 <500 8RF6-i8/1T 30xx OR & ID,- LITE 32 5'-10" 1451 <1000 909 <750 8FB-1B/1T SEAM MISC 4 -tl OPENING 3C 5'-10" xcas 4242 <2000 1900 <1500 RF14-18/1 Oxx DR & SIDE Ulf 0j S -6" 5T13 <2000 3547 <1500 F16-19/1 1/2 3x WIN US 6'-6" 3480 <2000 1880 1 <1500BF16-1B/1 5 SGD OR MSC 7'-6" 2661 1 <2000 1438- <1200 F16-18/IT 8 SGD OR (2)2x WIN 7'-6" 1011 <750 560* <500 8F8-1B/1T (2)30xx DR 8 T 6" 2459 <2000 1345* <1000 RF14-16/::(2)30xx OR �C 16` 755 <500 506 <350 8RF6-1B/1T (2)30xx OR Q 4'-6" 5206 <2000 2525 <1500 5RFI4-1B/1 30xx DOOR 7A 4'-6" 1.756 <ICOO 867 <500 8RF6-1B/IT 30xx DOOR 5 9'-4" 1843 <1000 963* <750 F16-15 1� i S SGD OR MISC 1533 <1000 777* <500 F16-18/1 5 BCD OR 2 3x WIN 0 10'-6" 2781 <2C00 1239* <1000 F24-16/1 ( SGD OR. f2) 3x WIN 4'4" 5206 <2000 2635 <1000 9F14-16/1 28xx DOOR 12 13'-4" 1075 <750 521* <350 F15-18/1 12 SGD OR MISC 14 14'-0" 1002 <750 481* <350) F16-16/1 BEAM MISC -& OPENIN 15 15'-4" 1250 <1000 422* <350 F16-18/1 BEAM/MISC 8 17'-4" 950 <900 356* <300 F16-16/1.18 OHGD OR MISC 17 i7'-4" 950 <900 500 <400 F15-1B/2 16' OHGO OR MISC 1$ i7'-4" 1325 <1000 732 <700 F20-18/21 D 16' MISC 19 17'-4" 1609 <1500 914* <750 F24-16/21 16' OHGD OR MISC *=REDUCED FOR GRADE 40 REHAB. •*=PLF APPLIED EQUIV LOAD DERIVED FROM CONCENTRATED LOAD(S) USING METHOD OF EQUIVALENT BENDING MOMENTS. /I =DUE TO HIGH CONCENTRATED LOADS. ANALYZED MOMENT, SHEAR & VERIFIED WITH PUBLISHED ALLOWABLES. NQTES: R=RECESS ALL GABLES AND JACKS=<250pIf USE CAST-CRETE (OR EQUAL OR BETTER) 6F16-18/1T IF POSSIBLE QUANTITY OF 85 REBAR @ BOTTOM OF LINTEL CAVITY NOMINAL HEIGHT- -- - -1 F=FILLED w/GROUT U=UNFILLED ( r- fA �1 NOMINAL WIDTH- - ~i J QUANTITY OF #5 REBAR. @ 7pP DF LINTEL CAVITY —' CONFORMS TO: FBC 5th Ed. (2014) 160 MPH, C EXPOSURE RISK CATEGORY 11 TYPE V-R CONSTRUCTION DRYER VENT NOTE: ANY DRYER 'VENTS NOT LOCATED ON AN EXTERIOR WALL SHALL BE VENTED USING THE VinTOu4 SYSTEM FROM THE DRYER FIRE -PREVENTION COMPANY. (321) 508-3109 www.dryerfire.com DOWEL ROD NOTE: (IF APPLICABLE) WHERE SHOWN ® OR • ON PLAN THERE IS A VERTICAL #5 (f'c=3000 psi MINIMUM). CIMNOTE.dwg DIMENSION NOTES: 20SEPOZ 1. ALL EXTERIORCMUWALLS ARE 7 5/8" U.N.O. 2. ALL EXTERIOR FRAME WALLS ARE 4" U.N.O. 3. ALL INTERIOR FRAME WALLS ARE 3 1/2 U.N.O. 4. DIMENSIONS SHOWN ON FLOOR PLAN ARE TAKEN FROM THE "INSIDE" OF EXTERIOR CONCRETE WALLS, AND FROM THE "OUTSIDE" OF EXTERIOR FRAME WALLS. 5. DIMENSIONS SHOWN ARE FOR ROUGH FRAMING: FINISHED DIMENSIONS AND INTERIOR. DFTAIL DIMENSIONS WILL VARY. LNTLNOTE.dwg. LINTEL NOTE: (IF REQD) 20SEP04 9 r1) #5 RE6AR SHALL DE ADDED TO ALL PRECAST LINTELS. (-T - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE 8 BOND SEAM TOP COURSE OVER SPECIFIED OPENINGS. DETAIL CALLOUT KEY DETAR CAL LOUT - DETAIL NAME rrq j SCALE fSHEV NUMBER* _V °NOTE -" DESIGNATES SAME -SHEET DETAILS FURNOTE.dwq NOTE TO FRAMER: 16.IULI5 PLACE CONTINUOUS J" TUFF-R INSULATION DIRECTLY AGAINST CMU WALL. INSTALL ;4" FURRING STRIP (FIG. 1) OVER 'NSULATION & ANCHOR TO WALL. OFFSET FRAME WALL 1I" WHERE IT MEETS A CMU CORNER (FIG. 2) SO THAT DRYWALL WILL PLANE OUT PROPERLY, CMU WALL 4"' FURRING STRIP DRYWALL ��• T.3F'F_R \ f% INSULATION ' t INTERIOR FRAME FIG. 1 FIG. 2 WALL 133_341 O C U `a Q � a� ° ° a m 5 m 8' c � m t ° v v a E;• na P �w v .Q a 0.' o Sm �a q CEILING HEIGHT NOTE: E h ALL CEILINGS TO BE 9'-4" FLAT, UNLESS SHOWN 10 OTHERWISE ON FLOOR PLAN. ra a b� ° O w 0 u 8 b� B� m o v a a o �a � o a � 9 yyU O U m V EY, q ° a m •B °a a .g,5 o� s� e ft V G U w� FU z 6;N ma- ;9 r� (T4 U t�U P4 S-1 V L0 'a w�L.S �v .E QN !gip iTCh ♦iu�` Ita. V N M V as � Co CID 0 L a 'Tr In LL CO _1to to co c Z v r a. J � a a Floor Plan Scale: 1/4" = 1'-0" STEPHEN E. KASTNER PE No.39528 FLORIDA REGISTERED ENGIISEER LICENSE R PE 0039528 STATE 5320 FLORIDA PALM AVE. COCOA, FL t �fi + 32927 (321) 403-2093 s m WALL LEGEND K 34.9 1 - 37.9 1 34,9 - 37.9 -� T N N tw 5 LL W.. _ TOUR ABOVE CEILING HEIGHTNOTE: ALL CEILINGS -TO' BE'B'-0"' FIAT UNLESS Si-1-OWN OTHERWISE ON FLOOR PLAN, i 1 1 � YMSP T(1A/C 6r � tJ _ ■ G E ■ 1111 14'- '9,4114„ 10 1 s GAME ROOM ■ tl ■ 0 1 _ �I F= DBL SINK t 39' REF ■ MICRO?---- I 11 2 23 S ( 2 25 SH { ■ ■ �� ■ ---- 6" EAM ■ 1PC S------ 1 f COVERED BALCONY 12 � � I � I L- - - - I I I - - - - 36"_CANT---------� 13.-4" 13'-C" 26'-4" 0, o- 1 O 00 M� FLOOR PLAN NOTES. oaxT12 1. ALL KITCHEN W41-LS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER, 2. FOR MECHANICAL INSTALLATION, ALL TAPES, CONNECTORS, AND MASTIC SHALL BE UL LSTED. 3. ALL INTERIOR GYP CEIL BIRD IS 1 f2" SAG RESISTANT, & IS SCREWED ® 12" O/C. USE 5/8TYPE X ACROSS FRAMING. SCREWED 6" 0/C, CST GARAGE CEILING UNDER HABITABLE SPACE, USE 1/2" GYP BIRD (MIN) ON GARAGE FRAME WALLS, USE 20 MIN RATED DOOR & FRAME TO GARAGE. ��+35.y, M {4mi.--_ _. ..� NOTES: i. ALL WINDOW' & DOOR OPENINGS TO BE AT 6'-8" AT TOP OF OPENING FOR Ist FLOOR. 2. ALL WINDOW & DOOR OPENINGS TO BE AT V-4° FROM TOP PLATE FOR 2nd FLOOR WINDOW PROTECTION NOTE: WINDOWS SHALL EITHER BE IMPACT RESISTANT, OR PROTECTED BY APPROVED EXTERIOR SHUTTERS, PANELS OR OTHER DEVICES. 22'-81" RIDGE 20'-5j_MRi^ 18'-B° BRG 10'-B�' FFE 8'-8" BRG (LEDGER} 0'-0" +34.6 +31.5 - 37.6 35.4 WEIGHTED AVERAGE ALL, MANUPAOTURES LAMM SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED EDGE STRIP(C0MPJNENTS 8c CLADD NG') 3.0 END ZONE (MWFRS) _ 6.11' a Q to Cd '> Cd Cq U � d a, u ai w tea. u o w M c L6 a (-1 tN �a 8` c r� �a m $ Z �a �w Q Z2 o r LL o u V` •, 6? "C) C�V m ' 3 to m 4D J vto Z w J n IZ LID v QN z r L.tr a� Q v rfC a` m � ��4rr mL) ■ p U 7C3uj 18 O y c coopF .G ageof /Game Roo F10 D1y_e; Scale: 114. i 1''10" 7r- cna, urrucn rtvur fU2S! ^� •-.•-�C �i,7. . is�.-/� w STEPHEN E. KASTNER PE = ° " No. W28 �• 4 FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528 ". STA ` TF_ 5320 FLORIDA PALM AVE. - , COCOA, FL $2927 (321)403-2093 fi ��i'(CCtt"IpP,•\ F p • .� Z. . •• n N COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL- HANGERS ARE SIMPSON STRONG -TIE UNLESS FSTALLEDPRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG USSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS JENGINEERING TRUSS DRAWINGS. i i c 26' 4" 10'-6" WALL HEIGHT 18'-8" WALL HEIGHT I 00 h i I Indicates Left End Of Truss On Layout & Engineering Sheets 0 fV NOTE: TRUSSES HJ5A, HJ1, CJ5A AND CJ3A TO HAVE MTS12 STRAPS ATTACHED TO TOP CHORDS FOR UPLIFT SUPPORT. ;;oNi;FA�ED FASTENERS OR ATTACHMENTS ARE THE RESFONSISILiTY OF THE OONTR ..OTOR OF;KORD 5r TYPICAL END DETAIL tNUINttNtU TIMBER TRUSS SYSTEMS PRODUCTS 5CT EAST COAST TRUSS 5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646 OFFICE: (772) 466-2480 FAX: (772)466-5336 STOMER:Paradise Homes Group B NAME: Goulet Res./Garage/Gameroom DRESS:2305 Atlantic Beach Blvd. 'Y/COUNTY:Ft. Pierce/St. Lucie B # 29595 B# MODEL:Custom FT 6 TE 10/14/15 = 6IG15S31.003 (3) (1), EAST COAST TRUSS h the "Trues Design Engineer" Trusses an designed in accordance with the Florida Building Code NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: Date: ODE = FBC 2014/TP12007 ASCE 7-10 ESIGN CRITERIA =MWFRS CCUPANCY CATEGORY=11 KPOSURE = C WF SPEED =160 JILDING TYPE =ENCLOSED EAN HEIGHT: 22.00 FLOOR: DUR FACTOR= 1.0 PSF=TCLL-TCDL-BCLL-BCDL 40.0-20.0-0.0-5.0 ROOF: DUR FACTOR= 1.25 PSF=TCLL-TCDL-BCLL-BCDL 20.0-10.0-0.0-10.0 *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE UST BE SET WITH A SPREADER BAR. THE PREADER BAR SHOULD BE AT LEAST 1/2 '3 IN LENGTH AS THE SPAN OF THE TRUSS EING SET. EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. 1- 2- 4- 5- 6- SUPPORT ANY PLANT SHELVES NS W LL W CL Q U) U) W J Z Z) U) W U) U) W U) O W O Z s �0� ct CL IL TRUSS PLACEMENT PLAN /4" if plotted 0) (U ned By: LM 10114120151