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101 Adoncia Way 08-2397 new constr SFH (a)
GENERAL NOTES DESIGN REQUIREMENTS 1 DESIGN LIVE LOADS(MINIMUM): A) FLOORS - 40 PSF BONUSROOM (POOL ROOM)- 75 PSF BBALCONIES - 60 PSF C DECKS - 40 PSF D STAIRS - 40 PSF E ROOFS W/SLOPE 4" TO 12" PER FOOT -16 PSF F ROOFS W/SLOPE LESS THAN 4" PER FOOT - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FRBC 2004 W/2006 SUPL. CHAPTER 3, 6 & 44, REF. ASCE 7-05 CHAPTER 6) 1. BASIC WIND SPEED =120 MPH(3 SECOND GUST) 2. WIND IMPORTANCE FACTOR =1.00 (ACSE 7.05, TABLE 6-1, PG.55) BUILDING CATEGORY = II (ASCE 7-05, TABLE 1.1, PG.4) ENCLOSED 3. WIND EXPOSURE(ALL SIDES) =C (ASCE 7-05, SECTION 6.5.6, PG.28) 4. INTERNAL PRESSURE CDEFFICIENTS(ASCE 7-05, TABLE 6-7, PG.62) ENCLOSED BUILDINGS = +/-0.18 PARTIALLY ENCLOSED BUILDINGS = +/-0.55 ARECOEFFICIENTS FOR PARTIALLYENCLOSED STRUCTURES ASCE 7-05 DEFINITIONS CLASSIGN SIFYING AS'SSUCHFALLS UNDER S. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -35 PSF, +26 PSF FOR ROOF LOCATIONS: -45.4 PSF, +13.6 PSF FOUNDATIONS 1 SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND 95% UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BpYUASTM- 15857 (MODIFIED PROCTOR) 2 BEARING OF 2000 pSLOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL CAST IN PLACE CONCRETE 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2 ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5 HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6 MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. BOLTS AND THREADED RODS 1 ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) MASONRY WALL CONSTRUCTION 1 HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1900 PSI) 2 MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. 3 HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4 COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5 VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6 VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 7 REINFORCING STEEL SHALL BE LAPPED MINIMUM 30" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8 HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COARSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9 EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10 MORTAR JOINTS: (PER FBC REF. ACI 530.1-99) 1. BED JOINTS TO BE 1/4" MIN. TO 1/2" MAX. 2. HEAD JOINTS TO BE 1/8" MIN. TO +3/4" MAX. 3. FNTNNHLBE%INT3%4"pLACED OVEROUDA SAL 14" MTO COURSE WOOD CONSTRUCTION 1 WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL STRUCTURAL WOOD FRAMING MEMBERS SHALL BE SOUTHERN YELLOW PINE OR SPRUCE -PINE -FIR. NO. 2 GRADE SHALL BE USED REGARDLESS OF THE SPECIES. 3. UPLIFT CONNECTORS SUCH AS SP's, AND H's ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIF=T FORCES. SHEARWALLS REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. PREFABRICATED WOOD TRUSSES 1 ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2 TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3 PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 4 TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLESTRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 5 R BRIDGNG FOR PRE-ENGINEERED TRUSSES SHALL BE AS QU RIED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS. 6 TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: LL = 20 PSF (TRUSS MNF. MAY TAKE pREDUCTION EFOR 6E:1R2 SLOPES OR GREATER) BE = 2S 09F AT F COVER VER) DL 1 BOTTOM CHORD: DL = 10 PSF WIND LOAD: SEE DESIGN REQUIREMENTS 7 THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS AND SIMILAR CONDIT16NS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 8 PROVIDE ADDITIONAL BRACING AND BLOCKING PER HIB -91 AND TRUSS MANUFACTURER'S DRAWINGS FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED RREBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSEDRIS AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO �MyANUFACITURER'S SPECIFICATIONS THEN FILL CELL IN THE NORMAL OF BAR TONBE MIN 12ABARODIAMETERS(EXBLUDING SPLICE. AT TOP 2. STRAPS//CONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS/CONNECTORS &E/RAL RESISTANCE VALUES NSFIELD OF EQUAL OR GREATER UPLIFT WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONTRUCTION 2XI2'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBSTITUTED FOR METAL STUDS IN NON -LOAD BEARING WALLS 5. MISSED J -BOLTS // -1DRILL 3/4 THREADS HOLE & EPDXY W/ SIMPSON ,SET EPDXY. 1WA/2"x6" SIMPSON TITEN HD MAY BE USED ILO 1/2ADED HORS W/LBP 1/2 JJ -BO TS. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 7. MORTAR JOINTS - FOR BED JOINTS /2" TO I" GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONTR. P p PLAN. ACENTDMAR�ESDATION ** EXCEPTION: BELU. ASVWEOL ASS 1st T 8JCbARS FUN HAVE kAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERARRNEECES THE ADDED VERTICAL REINFORCEMENT OR F OTFOUI'RED TO BE EPDXIED INTO TIE BEAM 8. FOR BLOCKS NOT STAGGERED PROVIDE (1) #5 VERT. REINF. iN EACH CELL, CONT. PER PLAN. 9. MISSED HETA-20 LINTEL STRAPS MISSED HETA-20 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED w/(1a SIMPSON MTSM24 TWIST STRAP FOR UPLIFTS OF 840 LBS. R LESS. USE (2) FOR UPLIFTS OF 841 LBS. TO 1680 LBS. OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY ENGINEER OF RECORD. 10. BONUS ROOM SUBFLOORING SUBSTITUTION 3/4" TOP NOTCH BRAND SUBFLOORING MAY BE USED ILO 7/8" PLYWOOD SUBLOORING FOR THE BONUS ROOM AREA MANOR SERIES BRENTWOOD M022 MODEL GARAGE LH, ELEVATION "M" INVENTORY When applying a water based texture material, the minimum gypsum board thickness shall be increased from 3/8 inch material to 1/2 inch material for 16 inch on center framing and from 1/2 inch to 5/8 inch for 24 inch on center framing OR 1/2 inch sag - resistant gypsum board shall be used. Table R702.3.5. CODE COMPI. [ANC_E TO 3E FIELD VERIFIED BY CITY � BUILDING INSPECTOR NOTE -. ANY ERROR OR OMISSION IN THIS PLAN REVIEW SHALL NOT BE CONSTRUED TO GRANTAPPROVAL OF ANY VIOLATION OF ANY ADOPTED CURRENT BUILDING CODES OR MUNICIPAL CODES OF THIS IURISDICTION Comply with Fl. Statute 553.885, effective July 1, 2008, for the installation of carbon monoxide detectors. PLAN REVISION INDEX ISSUE DATE: 12/15/06 W �_ W �8 �lAIL 0 DESCRIPTION PAGE REV. # DATE j.12/31/06 rt+ 2H c m REDLINES PER CLIENT- MODIFY WALL & COMP. DIMS - CHANGE EVE OVERHANG ADD TRUSS EXT DETAIL - MODIFY C/H STONE - MODIFY INTERIORS - ELECTRICAL MODIFY ROOF VENTS C 1.1B O O A Z2 1/8/07 REDLINES PER CLIENT - MODIFY CABINETS - DELETE TRAY CLG - ADD HVAC 1.213 2 2 m 1/25/07 REDLINES PER CLIENT - MOVE ATTIC ACCESS - DIM COACH LTS - MODIFY ELEV C MODIFY ELECTRIC - STD REFRIG. - MODIFY HVAC 3 EIB �4 02/15/07 MODIFY COVER SHEET & BORDER W/REVISION LAYOUT H1 A02/20/07 CHANGE TO EXPOSURE C, UPDATE DETAILS, SMOKE DET. BDRM 4 SIB S1.1.M �6 03/14/07 CHANGE BATH, KIT, GAR, CLOSET,DRS, WIN, TILE, ELEC. S1.1S S26 04/03/07 CHANGE HVAC, ADD S2.2 SHEET S2.1 S2.2 04/17/07 CHANGE TV AND PHONE OUTLETS; ADD KIT. DIM.; CHG. MASTER BATH, TILE, INTERIORS & ELECTRIC & MASTER BATH, ADD TRUSS VENTS, CLARIFY DTLS. S2.3 S4 Ag 05/15/07 CHG TO 3 BEDROOM AND EXPAND KITCHEN SD 1 SD 2 i0 A 07/3.7/07 MOVE KIT, CHG TO LINTELS, DEL. C/J ADD FAN SWITCHES. SD 3 SD 4 A07/30/07 CORRECTIONS A08/25/07 V.P. CANS, 2nd SWITCH 13 09/28/07 REVISED ALT. LINTEL DETAIL SHTS. 14 11/07/07 REVISED NAILING PATTERN FOR SHEATHING A12/20/07 ADD SUPER -SLAB FOUNDATION OPTION A 07/08/08 ADD CARBON MONOXIDE DETECTORS &A"Jeo's 91ou'r -'Ir-A p I(NIV Roof sheathing fasteners: wood structural panels shall be fastened to the rood framing with 8d ring shank nails. SRC R-803-?. 3. MASTER DRAWING INDEX DESCRIPTION COVER FIRST FLOOR PLAN W/ DIMENSIONS FIRST FLOOR PLAN W/ NOTES EXTERIOR ELEVATION INTERIOR ELEVATION AND BUILDING SECTION ELECTRICAL PLAN HVAC PLAN FOUNDATION PLAN MONOLITHIC FOUND. DET. & PLUMBING RISER STEM WALL FOUND. DET. & PLUMBING RISER LINTEL PLAN POWER BOX LINTEL DETAILS ALTERNATE CAST -CRETE LINTEL DETAILS ALTERNATE QUALITY PRECAST LINTEL DETAILS TRUSS PLAN GENERAL DETAILS FRAMING DETAILS & WALL SECTIONS GENERAL DETAILS GENERAL DETAILS REV. # 16 11 11 11 9 16 11 15 15 5 13 13 13 13 14 5 14 14 11 REV. DATE 07/08/08 07/30/07 07/30/07 07/30/07 05/15/07 07/08/08 07/30/07 12/20/07 12/20/07 02/20/07 09/28/07 09/28/07 09/28/07 09/28/07 11/07/07 02/20/07 07 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. ry. REVISIONS (N/FzF� 16 07/08/08 W Z N O M Of 1z GO Of I- o d• to ti � Q M = Tq ~ �,W..�W Z cc co O. G' M .. zQ_o Ci v : o z 5 U. WOZ'fJ W W Z v�Wa�zl3 d. p z2ZI=- 0- W 0:90 2 46 F vgv-O W J ,n E628 N B r J LU 0LLVWWW ci ,-, (nDu�ozo,=. J Z et � 4 !C U) O ci M J W U) m .0 ca Z 0, G ='8 '°x p 2 Z R+{ O x 1l7 :Sty;:.;;•" � 'J' Z O J 0 YI v Z6N ` � aWE m fL s 9W;M o W d $i v W O Z p rh O $Wg _ =ZLL aBW o LU W �_ W �8 �lAIL 0 C+41= U) O W W HIRE m o rL C -6 -3za rt+ 2H c m O WLjj SW O O O Z_ .1 \� QW O�W LU Lo LLI m IX a.j ., O P� W�x��' S H p W O=a F o� ti Z y�"� y �wa�W O y z z�io CC z� v ctnJ 3 zo--zaozm v z ;5 ZWwozzw- QC �_�� O0-3;W� QoX_z� o=a Z d::)w .tea nay Zy�r Qo W J��v W W �_ W �8 �lAIL 0 L C HIRE m o rL C -6 W rt+ 2H c m O m>i:o e ta gaamio2S�? m w�10 F d8 W_g_i_.� DATE: 12/15/06 SCALE: SHEET --- - 6.666----- -- AUG 05?08 a WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. OR '-4 6'-10" -16'-0" �- 2'-8" j T-10" t 2 -2l'-4" —6'-8"- 40'-0" FLOOR PLAN W/DIMENSIONS SCALE: 1/4" = V-0" O 6-0" � M -1 H.B. Q O %~ RFvicinNc 11 07/30/07 cn N c 0.5_ Om co 2 z co AFF ~OL 0Op U)00 N Lu OIm w 0 M O) 5 a di tz ti o � _ = Q M �- O=J� = O u- N JWa.w z w �j Z<_Q_ O z d z 7 cr 0 (L ii3z2N a z Lo zzLJ zz� w w OJ O O � � J N U�UJO D U) O F F U) H Www 0 0 0 W fn0(nZp_ W J V LLI p z � z< D V lNf) U M Cr) WZ 2 U W 'Z^ c'n �� O = = oa Q Z 'gnew�'P+rn': O Z J f1) W O W G m W_ U� Zso O O taW J U O S2 4 n FFFII (n Lu CV _.�� CN LLJ J ujz w w F - p ..zw 0 w O \� -W z W� Q w 0�w m� x0 m QJ LLJ O V Q O LLJ LLzui�- Wmmo¢c~n,w 0 "' o�00 cacn � ZV-4 Z�UZp�nLu 04Jti zpwo Z(nz0M O zJ(y) CL Z g g O�` F- WOz W— �xLL ir-bL) tr OND 0-(L_j0x¢ Z =zti �mm¢ai3� Z Zang`° JW O Q v0 J -4 � / U z� N c 0.5_ Om C- &15 '0.Y t Z co AFF ~OL 0Op U)00 CL -U rjN i �n NUS. -L }O+U.(n ' O N = O ►�C �j € f6 O CU �TB��-mm _ yUl TJ Q� � b C 0 p ao�O � �I OO.Q10 p O Ea�T�a'�y� U O— 0 ,C �O.t0 G1 0 0- J �G,w— z LL LL �3cSa2�454 z---- LLJ r m DATE: 12/15/06 co 0 SCALE: 1/4"=1' E- x 0 SHEET 1AB b V AUG 0 5 2008 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN AND FOUNDATION PLAN FOR C.M.U. WALL REINFORCEMENT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE 2004 ED. W/2006 SUPL. 6. ALL GARAGE/OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESURE(+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. 7. REPLACE 6-8 HIGH SL. GL. DR'S WITH 8-0 HIGH SL. GL. DR. PER SUBDV REQ. OR CONTRACT 8. DRYER VENTS TO BE PLACED BEHIND THE DRYER LOCATION AND TO BE NO MORE THAN 25'-0" LONG. NOTE: ALL CEILINGS TO BE SHEATHED WITH MINIMUM 1/2" SAG RESISTAT GYPSUM BOARD. PER FRBC 309.2 LEGEND INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING ). 9'-4" TOP OF CMU INDICATES WALLS TO BE UTILIZED FOR BEARING 2x WOOD STUDS @16" O.C. U.N.O. INDICATES 2X WOOD STUDS 24" O.C. MAX.--� (NON LOAD BEARING INTERIOR PARTITIONS ONLY.) (U.N.O.) INDICATES FILLED CELL WITH VERTICAL ■ #5 FILLED SOLID, BAR TO BE CONT. BOND COARSE TO FOOTING, REFER TO DET. 5/S1 FOR SPLICE AND BEND REQ. NOTE: ALL EXTERIOR WOOD WALLS & GABLE ENDS TO BE SHEATHED AS SHEARWALLS. SEE DETAIL 10/SD2 AREA TABULATION TOTAL LIVING 1838 S.F. 2 -CAR GARAGE 442 ENTRY 29 PATIO 27 TOTAL UNDER ROOF 2336 S.F. WINDOW SCHEDULE MARK TYPE HD.HGT. REMARKS PRESSURE O(2) 25 SH 8'-0" W Lu w � 32.19/-34.16 (2) 25 SH 8'-0" COLONIAL 32.19/-34.40 © 25 SH 8'-0" a M F 2 33.29/-35.26 OI 25 SH 8'-0" TEMPERED 33.29/-35.26 0 DOOR SCHEDULE MARK TYPE HD. HGT. REMARKS PRESSURE O3068 C3 6'-8" EXTERIOR 32.85/-34.82 O 16'x7' OHGD Z EXTERIOR 29.78/-32.36 w 32 PANEL uj maoS0QO�i`. O V O8080 SGD 8'-0" EXTERIOR 32.19/-34.38 ® 2868 6'-8" INTERIOR -� O 2868 6'-8" INTERIOR DOOR W/MIN. 0 A F Q H U D 29" CLEAR OPENING V M M © 2868 6'-811 UL RATED 20 MINUTE (1-3/8" V � r MIN. W/SOLID CORE) . Z O2668 BF 6'-8" INTERIOR m $ g 0 5068 D -BF 6'-8" INTERIOR F O2068 Jq O§ Z 6'-8" TEMP. GLASS SHOWER DOOR z=a Q _ 0 10 2868 BF 6'-8" y NOTE: 1) ALL R/0 SIZES ARE APPROXIMATE. SEE PRODUCT SPECS FOR ACTUAL!! 2) WINDOW CONTRACTOR TO VERIFY ALL R.O. PRIOR TO CONSTRUCTION 3) MASONRY ROUGH OPENINGS ARE NET CLEAR OPENING I.E. FROM TOP OF SILL LIP TO BOTTOM OF LINTEL 4) HEADER HEIGHT IS MEASURED FROM FINISH FLOOR. A/C COMP. VERIFY LOC. W/BUILDER. 0 - ALT. A/C LOC. PER; SUBDIVISION REQUIREMENTS. R PATIO 42" HIGH WALL 4.. W/TEMP GL. ENCL. O ON TOP LL_LLI_LI-LLI_L.1_L....I_..I_..I.._.I._I-LLLLLLLLLLLLLLL[- H.B. 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I I LLLLLLL[- LLLLLL_ -------------- 2" FURRING OO o0 m_LLL A L_.L._L_I_ i LLLLLLL[- 9� FLAT LLLLLL TUB W/ SHOWER of o p_L..I_.L 3 LL I LLLLLLLLLLLI-LLL_1.__L__L_1_ o / a LLL I LLLLLLL_L.L._1__I-LLLLLLL[- r- ------ TILET07'-0" �O O U LLL �` L LL_L.LLLLI_..L_..I__I_LLLLLLL MASTER CLOSET ® LLLLL_L..I L' , M.A.- -L KITCHEN LLL_L.1_._LLLLLLLLLLLLLLLLLLLLLL 9'4" FLAT I_ H L i 1_LLLL 9'-4" FLAT C _LLLLLLLLLLLLLLLLLLLLLLLLL 10L L_ 3 L i I__L._LLI_L_LLL Llil i 9�a LI I LLLLLLLLLLL3 WLLLLLLLLLLLLL_I..-I..'_LLL �A`fH#2 i LLLLLLL' 0 LL L._LLLLLLLLLLLLLLLLLLLLLL (ILL _LLL T 1-i i LLLL1IL-L_LL1_.1-u-LLLLLLLLLLLO-LLLL_ LLL � ��_ti__---___------ ------ L_ V LL LI. L_ I - REF LLLLLLL L-LLLIR&S LL L L I LLLLLLL [-[-PANTRYL I rJ L L-----____-_ LLLLLLL LL4SH` I LL _L L LLLLLLL --------R&S - LLLLI I I_ G____-- LLI L __ LLLLLLL -------- O4 _LLLLLLLI ..I . (._LLLLLL ' LLLLLLLLLLI_LLLLLL_L-1 I L.. L_ L LL_I. LL LLLLLL _L_LLLL_l_I 1-LLLLLLLLL 11-.[-_LLLLLLL_ I-L_LLL_I_L_I-I _L_L-I_LLLL LLL__I__LLLLLLLLLLL_ 1_.1__LL HALL 1.__I__I__LLLLLLLLLLLLLLLLLLL ® LL L_L...LL_LLLLLI l LLLLLL- 9,-a FLATLI L._I-LLL1_LL_I_LLLLLLLLI_L 20x20R/A j L l I..LLLLLLLLLLI_I 1L_LLLLLLLI L 1._LLLLLLLLLLLL---L)% LLL LLLLLLLI .I-__1..1_LLLLLLLLu__1. L._I-LI-l.. -.IL. I_I__ILLLLLL L I. I.._LLLLLLLLLLL-I__L--LLLL_I_L..Y LLLLLLL. DINING LLLLLI__L i 4 9'-4" FLAT LLLLL. I_ L LLLL L L_I LLLI_I._L._ -LLLLLL O O v - � 8 BEDROOM #2 IBEDROOM #3 9'-4" FLAT 9' 4" FLAT L _LLLLL_L_L I LLA•UNDRY L 9 -4 FLAT I = � © Lou, SHELF w 60" _ '^ N w _ _ LLLLL TO LL LLL_I LLL I LL F *LL LL L L I EGRESS --------------- ----------- FOYER \u 9'-4" FLAT U NOTE: ADD FURRING TO W.H. NOTE: EDGE OF MAKE FINISHED WALLS SLAB 1" BEYOND FLUSH. FIELD VERIFY. / y WALL EDGE / u ENTRY 54"x22" ATTIC ACCESS WATER HEATER:; g PROVIDE MIN. 50 GALLON WATER HEATER WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. 1 NOTES: 1. HANSON BOX @ 42" AFF 2. DRYER VENT THRU ROOF MAX. LENGTH 25'-0" GARAGE 9'-4" FLAT FLOOR PLAN W/ NOTES SCALE: 1/4" = 1'-0" LIVING ROOM 9'-4" FLAT O REVISIONS 11 07/30/07 WN LZ J Wo N 0 W Lu w � � ~ 00 z `N' rn WRQ � o o C4 a M F 2 � LLJ J\W ~ O w- J L" CL O Z Q N� Lucy) ZQoinz c3 m m V Q 0 r Oa C3 LL3ZZcn '� Z Z a w zzzz' uj maoS0QO�i`. O V Z \ 0 »x U U) LL 0 w c"'>LL�tua -� w a 0 N z N z~ W Q 0 A F Q H U D V M M V � r Z -j Lu m $ g zd_ d "" w:•Si tri F O Jq O§ Z M1.': �. r, x^b•. F- z=a Q _ 0 ... O y i5m uj o m r2 O ygoLu W D z O QQ �a v Z zzg� 4 "o S2 � iz Izo W-��UC) U) O N � 0 Lij ¢ H L-ZfnE Wm�O¢c~i>W `n Z UZOUj W O 0:5 Z� � Z CL O Z m 0 z-1 m 00 W O Z W 2 a�h¢a_j0 ==m505 Z ¢�O waOJZDz�gctio TA WN _r N 0 W Lu w � Llj I-- z 0 W W 1- � o �zw 0 � LLJ J\W W� C3 Q W W cr~OU m m QJ C3 Izo W-��UC) U) O N � 0 Lij ¢ H L-ZfnE Wm�O¢c~i>W `n Z UZOUj W O 0:5 Z� � Z CL O Z m 0 z-1 m 00 W O Z W 2 a�h¢a_j0 ==m505 Z ¢�O waOJZDz�gctio TA J m co O 0 ti -- s 9 cra 0 0 DATE: 12/15/06 SCALE; 1/4"=1' SHEET 1,2B AUG 0 5 .008 d N e+ T 0' OC Rt O,r1D 0 &N CY z '- O +-' a o - Uy0 cOU$N4r--SO a-. Y/ W on) CC -12-10a Z _��N OCU a5 O.N Z co -9 + oil 0) VJ O maoS0QO�i`. O V \ E>CT>� O'-fOCN O. COl L j0.cp 5 0 8 P G_ Z�i LL 1-000 IO W2+r'; NV z J m co O 0 ti -- s 9 cra 0 0 DATE: 12/15/06 SCALE; 1/4"=1' SHEET 1,2B AUG 0 5 .008 ROOF VENT SCHEDULE VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MINIMUM OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.R.B.C. 2004 W 2006 SUPL., SECTION R806.2. ROOF VENTING REQUIRED IN ADDITION TO SOFFITS 11 07/30/07 NUMBER OF 4' -0" LOCATION SQUARE INCHES (MIN) OF RIIDGE VENTS GARAGE 97 1 ROOF 00 0� MAIN ROOF 480 4 12" 9'-4" BRG. HGT. 8'-0" WIN. HGT. 12 FIN. FLR. 2h 12 6� STUCCO FINISH NOTE: ALL STUCCO TO BE APPLIED PER ASTM C926 AND C1328 BLOCK: 5/8" ON MASONRY SHEATHING: 7/8" ON METAL LATH. FIBERGLASS SHINGLES (TYP) LEFT ELEVATION "M" SCALE: 1/4" =1'-0" ON 24" X 36" 1/8" = 1'-0" ON 11" X 17" REAR ELEVATION "M" SCALE: 1/4" = 1'-0" ON 24" X 36" 1/8" =1'-0" ON 11" X 17" NOTE: 12" OVERHANG @ EAVES 8" OVERHANG @ GABLES ENDS. o" o 81 KEYSTONE DETAIL 4' OFF RIDGE VENT (TYPICAL) E.G. 1:1 25 SH 12'-0" BRG. HGT. - — - 9'-4" T.O.M. 8'-0" WIN, HGT. 0'-0" FIN. FLR. 12 1211 X, BRG. HGT. - — - 9'-4" T.O.M. 8'-0" WIN. HGT. FIBERGLASS SHINGLES 12 6[:5� FIELD FRAME DEAD VALLEY 3/12 PITCH (MIN.) SHINGLE ALL +0" TEXTURED KEYSTONE " FRIEZE +3/4" W 9 - FIN. FLR_M::25,S'H – 3068 FRONT ELEVATION "M" SCALE: 1/4" =1'-0" ON 24"X 36" 1/8" = 1'-0" ON 11" X 17" 9'-4" T.O.M. - — - - -8'-0" WIN. HGT. 12" — - 0'-0" FIN. FLR. FIBERGLASS SHINGLES (TYP) ❑ice (2) 25 SH RIGHT ELEVATION IWO SCALE: 1/4" = 1'-0" ON 24" X 36" 1/8" = 1'-0" ON 11" X 17" WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. F-1. 25 SH 12 �6 STUCCO FINISH FIELD FRAME DEAD VALLEY 3/12 PITCH (MIN.) SHINGLE ALL –8" FRIEZE r A NON-BEARING STONE VENEER 12�' 12" yj 'nL M Z LU 0LzZ'c 0 S �Ow �= Q Lumw0: uC- Lu uj 0 `� CL O OO U �i1 = � Z ZZ Uzo'n„, 0 ogN zpzuc) 0 z�moo �w02ZOR ir ��Q �aJZ�z�LLI mmo= ¢ci�N Z <z U) JW O a LLJ REVISIONS `r� 11 07/30/07 00 U) Lu cL z o Lu LL, N w O 54 w 00 0� M O> to LLJ J\W Z o N ami= W LLQ 0U CM r Q J 4 w M Lu a- L'H z4� V aF o8z :3 C g2' T , t0 \g ��3omz ' z zozw z Ni N= U O ZZZz� r8- W2 C 2E,'c"q,O F=w FO U�UJO IW^ ,C NCJN ate•+N N J 0) T 00) rO�Ox = U) H LL ti U H wawa¢ J W a ti U U wuw Lu DATE: U I n Q Z= J z � N -co SCALE: = s ULu h Bc im a C N G :3 U 0 �aN 5 z 2 H 9 •H� mow. J ,pp1p N y m V y •,,, Z 4 J O� � O W O m � w aj Q W U��Wo z Qo z� oz C,W 4 G 'nL M Z LU 0LzZ'c 0 S �Ow �= Q Lumw0: uC- Lu uj 0 `� CL O OO U �i1 = � Z ZZ Uzo'n„, 0 ogN zpzuc) 0 z�moo �w02ZOR ir ��Q �aJZ�z�LLI mmo= ¢ci�N Z <z U) JW O a LLJ N `r� CN o U—i U) o Lu LL, 0 tZ z Lia 0� LLJ J\W Z LUJ Ln C3 Q W LLQ 0U CM M Q J 0 'nL M Z LU 0LzZ'c 0 S �Ow �= Q Lumw0: uC- Lu uj 0 `� CL O OO U �i1 = � Z ZZ Uzo'n„, 0 ogN zpzuc) 0 z�moo �w02ZOR ir ��Q �aJZ�z�LLI mmo= ¢ci�N Z <z U) JW O a i AUG 05208 y N `r� U) Cpd(j rj -'1 E”' a'3yC � N z 0C-%. acJ��a3 a) C g2' T , t0 O ' N OC -4) C @@ N C �UOi:'; N; N U r8- W2 C 2E,'c"q,O Zt z ,C NCJN ate•+N N Ld_-- J \ m DATE: 12/15/06 0 SCALE: s a SHEET 0 2 v i AUG 05208 FOR FOUNDATION TYPE FOR FOUNDATION TYPE FOR FOUNDAI ION I YPL CROSS SECTION SCALE: 1/4" = 1'-0" ON 24" X 36" 1/8" = 1'-0" ON 11" X 17" I 1 I I I I I I I I I I i I I i I _ J WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. RFVICI()NC 9 05/15/07 cn rOD W J m c 2 L3v�i�a� La c6T N Luo W zo W m rn oI M �'np~ao, a) o ao C 0'5 O N cd J LLJ TOP OF KNEEWA L QM 3015C y4= .� off, • 1 O ujJ J �W0.W Z 0 . ZQ�orn z8 Lj E,=>'Nc0N r�,���g�o� < ih ih z U 4)� - -- X O C d C f IQ�zzuu) BL SIN N CORNER) �jl 11„ RANG W/ MICR 3' 0" 2'-6* 3'-0" �;21„3, J r 3' Z .2.6,.2 z2zz= B KITCHEN rc ITCHEN KITCHEN_ 3 SCALE: N.T.S. 5cQi� A KITCHEN 3 3 SCALE: N.T.S. = 3 SCALE: N.T.S. w w a a U U W W J DATE: W U r fnOfnZ= W J 0 ZLLI� Hal=-U(n O U M U LLI r = NOTE:TOWEL @ 56” SCALE: a Lu LLJ Udo 1/4"=1' NOTE: LIGHT FIXTURE ' d 4 yahV al {.? w 'S = J 5 zz C N � N m o @ 24BARS A.F.F. LOCATE PER PLAN �� a 0 VARIES, SEE W g -as (� - - SHOLUER N SPEC SHEET zo J N O in (W(�]2 JQJ �r Lu LLLL m TILE TO I'-& �„ ® m ili W ;o J < < Lu m SOAP < < 42" X 72" M.C. < TILE _ M.C. -TO 70„ Q DISH rn M MIRROR °' 0)`Q < M 42” X 30" < 4 q MIRROR < ' M N ®®®®® N op J ®® TUB FTUB NOTE: LIGHT FIXTURE ACCESS PANEL 2'6" 2" 2'6" 16" x 16" E MASTER BATH F MASTER BATH 3 N.T.S. G MASTER BATH 3 SCALE: N.T.S. VARIES, SEE SPEC SHEET H BATH 2 3 N.T.S. k,2 ,/SCALE: N.T.S. SCALE: SCALE: I 1 I I I I I I I I I I i I I i I _ J WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. RFVICI()NC 9 05/15/07 cn rOD W J m c 2 L3v�i�a� La c6T N Luo W f0 L Y A;N C 4 T N W m rn oI W ° Q Z �'np~ao, a) o ao C 0'5 O N cd J LLJ N QM 3015C y4= ui O ujJ J �W0.W Z N W ( ZQ�orn z8 Lj E,=>'Nc0N r�,���g�o� CU ? (L z U 4)� - -- X O C d C f IQ�zzuu) a _ z Ln LLJ se Z OLLI z2zz= ui 5cQi� Z O °' o rn cQiLLI U � 2 = Lu ti w w a a U U W W J DATE: W U r fnOfnZ= W J 0 ZLLI� Hal=-U(n O U M U LLI r = SCALE: a Lu LLJ Udo 1/4"=1' Z ' d 4 yahV al {.? w 'S = J 5 zz C N � N m o �� a 0 �Qr f 0 /W W g -as (� OC oma¢ lichen zo J O in (W(�]2 JQJ �r Lu LLLL j W 04 CN O s LU J z Cl wwH [� o w � z O LLJ� I,� z ., Ln w QW c� w m �0U cc � ` G QJ C G V� i C W �UOCn O N �Uh-H ~ W 3 zvimv=i u O�OOU�ijm� z -A F-OWOZ�-1 O Lu ogN r Q�Za0Zm V 5:R 0 � W O2Zw4 (Y w=�4 a�a_jOwQ Q =zr--' �0=O�Qcxi) � z Zcl/) J LLJ 0 a AUG 05208 1 D O'^ m c 2 L3v�i�a� La c6T O f0 L Y A;N C 4 T N W �� 2 �'np~ao, a) o ao C 0'5 O N cd J LLJ `VJ 3015C y4= ui O 'C Ntn+�'i O N O � AUG 05208 1 D O'^ (// L3v�i�a� La c6T �� 2 `VJ ui O mO°)oov iu T O � E,=>'Nc0N r�,���g�o� z U 4)� - -- X O C d C f _ L NU l0 (0 .a ++ N :- Z ui DATE: 12/15/06 0 SCALE: 1/4"=1' x a 0 SHEET U AUG 05208 1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES SYMBOL DEFINITION NOTES O 1 1O OUTLET O O O 3 BULB LIGHT STRIP Z 110V OUTLET 1/2 OF OUTLET® WIRED TO SWITCH tZZWJ FLOURECENT LIGHT oCD0).z D PANEL WLoJLitLuO GFI 11OV OUTLET EQUIPED WITH GROUND FAULT INTERUPTER METER Nwaw 220V OUTLET Cis SMOKE & CARBON- MONOXIDE DETECTOR BATT. BACK-UP W/ HARDWIRE INTER- CONNECTED wP. GFI TI EXTERIOR WATERPROOF OUTLET ®SD SMOKE DETECTOR -BATT. BACK-UP W/ HARDWIRE INTER- CONNECTED ZZNa SWITCH W PENDANT LIGHT oza�c�iSm�ai._zDATE: s SWITCH 3 -WAY OPER. 4 SWITCH 4 -WAY OPER. a TELEPHONE JACK 12/15/06 (1 Y WALL MOUNTED LIGHT AIR. COND. DISCONNECT = CEILING LIGHT W � TELEVISION JACK OO VP VAPOR PROOF LIGHT W CEILING FAN HQUU R RECESSED CAN MMLu F T VENT. FAN FLOOD LIGHT ~ clal DOORBELL INTERCOM SPEAKER W co mOZ 4 BULB LIGHT STRIP FC 7H CHIMES Z�i_"O�_Ew ALT. A/C LOC. PATIO FAwPL_rH.B. POOL PREW 0 1 1 \ \ MASTER 1 1 SUITE \ b \ I 1 \ � I I \ I I I 1 0 rm LF )) \\\ l i � ; R _ _ GFI ;`i GFI i I01 aSD4 L ----------- G I GFI CCS , - -- HALL HALL _ 4 SD 4GFI ::::'�-> BEDROOM #3nDV I �T! = GFI MASTER BATH I 1111 GI -I: ------ 1 GFI FAMILY ROOM ----------MASTER CLOSET PROVIDE WIRING PERLOCAL CODEMETER MAN -------------------- A/C DISC. SDTYP ELECTRICAL WIRING PER LOCALPANEL GOVERNING CODE (ELSE FBC REFERENCED NFPA 70 -NEC 2005) A/C,BEDROOM #2 PROVIDE GROUND PER CODE REQUIREMENTSERVICE SIZE = 200. AMPS ELECTRICAL RISER NTS GENERAL NOTES 1. FAN, PHONE, & CAN LOCATIONS PER CONTRACT 2• ALL SMOKE DETECTORS TO BE INSTALLED PER FRBC 2004/06 REFERENCED NFPA 72 3. ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT INTERRUPTER(S) 4. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO NFPA 70/NEC-2005 5. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION IS ALLOWED PER NFPA 70/NEC-2005 6. ALL EXPOSED WIRES IN GARAGE & EXTERIOR TO BE RUN IN CONDUIT. 7. BATH EXHAUST FANS MUST VENT TO BUILDING EXTERIOR 8. ALL DOORS AND WINDOWS WITH DIRECT POOL ACCESS MUST HAVE EXIT ALARM COMPLYING W/ UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB @ 10'-0". HARD WIRE OR PLUG IN TYPE. ALARM SHALL PRODUCE A CONTINUOUSAUDIBLE WARNING WHEN THE DOOR OR WINDOW IS OPENED.H' WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. 0 Oml loll �P oIKITCHEN I � 1 1 I G I� (GUEST sr i REF ----------�---- -- GFI FREEZER w,H.@ 44" `4" GFI4GFIENTRY WP 54" x 22" C ATTIC ACCESGARAGEIRRIGATION GFI GFI @ 44" GARAGE@ 44" DOOROPENER FOY ELECTRICAL FLOOR PLAN SCALE: 1/4" = 1'-0" s 0 NOOK DINING LIVING ROOM AUG 0 5 2008 RFvicinN� 16 07/08/08W UJ NN 00W O uj N— pw00 JF- Z Z y�p0N`UY.— C.+U�2� OO tZZWJ oCD0).z Cr wwCA=xIr WLoJLitLuO J � Nwaw zMU5Z�Uf-Oa�O a1oa0)=c��_w�>(DU)'O 0MmT�°�cmy0J J ZZNa me w a s 6— au 2-Q W wzzz� oza�c�iSm�ai._zDATE: 0wLbEdE 12/15/06 07 rn�UmG7N m0 LLI mW = W p W a a J W QU�LUww 0 W HQUU MMLu Uw ~ W co mOZ Z�i_"O�_Ew oaoO Cb W W en Ii 0u z 0@ NO w - , =F_�ocviiw O0oc.>rmN a zz�UZnZ) o' Lo HOWOV) Lu O p�Nzl–Zfn00m VzjMw0zwCL 0 W ¢ OZ CL zf-- =5 inOaln�� z <U) w0J r1 2 UJ NN ��W O uj N— JF- Z Lit LU 1 -- y�p0N`UY.— C.+U�2� OO tZZWJ oCD0).z WLoJLitLuO en Ii 0u z 0@ NO w - , =F_�ocviiw O0oc.>rmN a zz�UZnZ) o' Lo HOWOV) Lu O p�Nzl–Zfn00m VzjMw0zwCL 0 W ¢ OZ CL zf-- =5 inOaln�� z <U) w0J r1 2 a7 C NCy2mas2 � s� m o aoIUC y�p0N`UY.— C.+U�2� oCD0).z a1oa0)=c��_w�>(DU)'O 0MmT�°�cmy0J J me w a s 6— au 2-Q W oza�c�iSm�ai._zDATE: 12/15/06 m0 oV SCALE:F- SHEETE1B A/C COMP. VERIFY LOC. W/BUILDER. i 42 x 42 A/C SLAB NOTE: SIDE LOAD GARAGE USES SAME HVAC LAYOUT H. WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. I .. _ . I .... 3" BATH DUCT TO ROOF I.B. NOTE: 1) MUST HAVE A MINI NUM CLEARANCE OF 4" AROUND THE AIR HANDLER PER THE STATE ENERGY CODE 2) ALL DUCT HAS AN R=6 INSULATION VALUE. 11 07/30/07 W J 00 h W O M 6> w00 M N Q W-- u > d w p Z N W Ld y ZQO❑tA U Z Q ii3zZuwi a z Z Z O it OJ�O� H J N �OUrU2 = S w li ~ EEt~ �Ui-�� wmwt¢ J W Qti 0 L)Ujw ()0N0= w -L U Z EE¢HC) U M M U LLI J F = Z s -' 3 t/j w 0 N d O U nio ` • J N c-9 m O w i O w G m a �_ o W oc yZ{ c O uj z 2 tJL Z r W� � N 0 Lu LJJ 2 - z Cn p 0 w z Lu 0 w \�- O JLo w Z W Q Lu ��W m =o" QLu 0 J FW-�OUC5(n ON CLI m= o Q U) w a U) Lu mN Lu ZU)UZ❑fA W O ti ZOZ(n�Om O Z-, MO �wo2ZLu �_�oo ❑ U— Q x a ria JO=Q Z �� Zh �m�4(n�N QU)g� Jw00a� N N VCI) C _ ++cO ag G tq r &'w' N O @ O O C O.$ fd ` t]. Nu O J p � y oQ) C � Y 2 Z LJO z � N��oo il 64-) w C U Q v 1 l L r- 5 `� o < � J nan a °x°r- t— m aa�$ 0 - c 0 W dE) . d y TCL 2 L MG.N N O a. J� O N U E'O 'Q V d w? O Z H NU N f0 .a +"� N Z LLI J m DATE: 12/15/06 0 O - --- SCALE: x CD SHEET Hl a0 v AUG 05208 40'-0" 25'-6" 4'-0" 7'-0" 4'.011--4'-011 3 �� 3�� 8P_811 5'_811 ALT. 12 '-3'-0"—'I 3 S1.1 — — — ALT. A/C LOC. S1.1 I ��� �� I _ _ _ PER SUBDIVISION II I �� �l4 lI II o — — — — _ REQUIREMENTS. II11�/ ��rt�% i» 1 — 4„ r 1 0 I _ J,I \\ S1.1I S1.1 M I DOW r I TYP. 00 ■ ■ \\ ■ ■ ■ ■ 00 ■ ■ IN O I I 1 5 1.I TYP a I14 o H N — — — — — — — — — — — — — — — — — — — — — — — — — H.B. — — — — I `\ o No M S1.1 I \\\\ RECESS! I I I 19'-10" \ \\ 4' 0"0 16'-2" I ■ I \\ m I I I ■ i I I I I 912 N 10' 612 I ■ \ cv I GL \\\\ \ \ O I \\ \\\\ 0 \.� \� i ■ I N I � � m O\ \\ INDICATES LOCATIONa 0 a IFROM FTG. TO TIE BEAM I W/ VERT. REBAR DOWELS aQ I TIED TO FTG. REBAR W/ N \\ I I 17" EMBEDEMENT TO SLAB \\\\ I ■ SEE DT. 5/S1 I cv I � ICEMAKER LIME N I \ I 14'-5" A/ I ■ IN _ I 4" P. VC AIC CHASE NOTE: I ALL FOOTINGS SHALL BE 12"704, i ■ 41, THICK CONC. BELOW GRADE MINIMUM SLAB LOC. PER 0'-0" ELEV. I I 3 SUBDV. REQ. FlN. CONC. SLAB S1.1 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M I I CHAIR SUPPORTED PER FBC, OR FIBERMESH/FlBERMIX I ■ I ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S I INSTRUCTIONS AND NER-284 FOR FIBERMESH OR I NER-414 FOR FlBERMIX, OVER 6 MIL VISQUEEN I VAPOR BARRIER & TREATED FOR TERMITES ■ 23'-112" i ■ I � m I AI 3'-10" 2'-10"- 4" '-10" 4. I ■ — — — — — — — — — — — — — —DOWN — — — — — — — — — — — — — — — — — \ i ■ \ I I 7 LINE OF WALL S1.1 1" OF SLAB I o o \ I Lo ■ j I I I i I I I I I I I OR 12 i I I I I I M S1.1 I I z I 4 I I � I ■ � I I ■ I 0 I I a I I C114 _ ■ I I ■ I o I I I I I � � N � I■ 20'-0" I = L------- C? I I I I 3 -s' 3 IASP`p I ■ �I 17,x„ i L--- I ------------------ — --� -4" 16'-8" 16'-0" -2'.4" -2'-8"- 40'-0" 2'-8"- 40'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" I a 09 I --i Q op I RFVICInN..q 15 12/20/07 r00 W N mr°D(D CD cu ; Nr�� NO `1 J W0 I` w00 voicor Z Z M O'dlrr ti 2 0: CNI � cr) tL. 2cmaoio$�> C r�- Q w n-'. w Z cq w� M z a O Q N ?r ¢¢= Z Q r C C CL J r cr0 zzcn az v>vu)-w w zzQzz� LI =D�= U 2 C) CL 0 U) LLI a~ o C-5 Lu w T) (n 0 = Lu J v Z LLJ =- Q F U F 0 04 M M --U---- Lu m_ r Lu z a � � � o u mh •�, ,{ t � Z � �a8 oom ` J�2 o (, Z yW C Bch¢ O i�°'2 Z U U) "( Lu LJJ 014U) �� 0 Lu 0 WWF Op tzWLu O � J\W Z LLJ W Lo _jQ W Q�UJI 7 m Qo C'3 Lu O C) O N LLIH O w = Q Wm�o <c5ui O rn O~m00UwmcA z Z Lo o Z o� w r r-owo J O og ¢wza-0Zm U zac*�co -w02zws w w=�ti mo�05�w� ol=-o d J d J O= Q Z = I r l- � m =5 Z5 Z Z con J W0 Z 0 cl 0 a m U Z Z LIJ J m co 0 x 0 I(= L a 0 0 11 � )I 1 Z - AUG 0 5 08 DATE: 12/15/06 SCALE: SHEET SlB � G z O N mr°D(D CD cu ; Nr�� NO `1 .o n - Q voicor Z Z C O��y D C $ �u a~0 c 'y N m G a dX0 O '00 G✓'� 0 0 OTO LL fj tL. 2cmaoio$�> C _U E-010 V 0-0- O XOG G 0C N rmc�mm.0 —..,0�' DATE: 12/15/06 SCALE: SHEET SlB 43" VTR I I 1.5" VTR 3„ VTR 'tel �I I 1.5" TO SANITARY SEWER PLUMBING RISER N,T.6, PLUMBING NOTES: ALL PLUMBING TO BE INSTALLED IN ACCORDANCE WITH THE 2004 FLORIDA RESIDENTIAL BUILDING CODE W/2006 SUPL. WATER SUPPLY PIPING OUTSIDE HOUSE (FROM METER TO HOUSE) MAY BE PVC. ALL WATER SUPPLY PIPING WITHIN HOUSE AREA (INCL. BELOW SLAB) MUST BE CPVC. WATER SERVICE PIPE & FITTINGS SHALL BE A MINIMUM OF 1" IN DIAMETER AND SHALL BE SIZED TO PROVIDE PRESSURE PER FPC. ORDINANCE 604.4 OF FPC (2004}APPENDIX "J" TO STANDARD PLUMBING CODE. 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER - FLOW RATE. PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. PER $PEI "I 112" GYP. BD. EA. SIDE OF 2x4'S @ 16" O.C. GARAGE 1 w PT BOTTOM PLATE INTERIOR NON -LOAD BRG. WALL ,.° �. (2) #5'S CONT. W/ 3" MIN. CLEAR t" 6" OFFSET FOOTING NON-BEARING 1 STORY 1/2" G.W.B. OVER VAPOR 3/4" RECESS BARRIER W/ R-3 INSUL. 0 SLIDING BETWEEN 3/4" P.T. VERTICAL GLASS DR. FURRING 0 24" O.C. 4" CONC. SLAB(2500P.S.1.) SLOPE W/6x610/10 W.W.M. OR FIBER REINF. CONC. w ON 6 MIL. VAPOR BARRIER > `1 p SLIDING GLASS DR. 41/2" CASING ALUMINUM THRESHOLD 4" CONC. SLAB(2500P.S.1.) W/6x610/10 W.W.M. OR FIBER REINF. CONC. ON 6 MIL. VAPOR BARRIER PER MFG. SPEC'S, EXTERIOR DOOR PQURED SILLS SLOPE 3/4" RECESS MONOLITHIC FOUNDATION SLOPE 1/4 W/ (2) #5 DIA. RODS CONT. PER FOOT ON CHAIRS EXP JOINT 3/411 = 1'-01 I 1' -4" 314" = 1'-0" 8" CMU BLOCK (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 30" GROUT CELL SOLID GRADE r CLEAN COMPACTED FILL 95% STANDARD DENSITY AND TERMITE TREATED 14 GARAGE CURB DETAIL SCALE: 3/4"=1'0 1/2" G.W.B. OVER VAPOR BARRIER W/ R-3 INSUL. BETWEEN 3/4" P.T. VERTICAL FURRING 0 24" O.C. 4" CONC. SLAB(2500P.S.1.) W/6x610/10 W.W.M. OR FIBER REINF. CONC. •` ON 6 MIL. VAPOR BARRIER —III—III • ' ..'�.: '�' 1-11111 11=1 I 1 • ' e b' -111--� I _ .:., •. ; , •. III—I 11= ' •. � ' .. MONOLITHIC FOUNDATION W/ (2) #5 DIA. RODS CONT. ON CHAIRS V-4" 8" CMU BLOCK (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 30" GROUT CELL SOLID �I GRADE z 4 CLEAN COMPACTED FILL @ 95% STANDARD DENSITY AND TERMITE TREATED 8" CMU BLOCK �.I I I=1 I I I �.:� ': GRADE •'' :.'' : ,•..:. ;': =1 � 1 � 1 � 1 � 1=1 1=111- -111 -I I I _—III z A/C CHASE �.� i=1 I • : • °4 4 ' _� —I I � —III-'� : ' •'.:... I—� I r 4 PVC SLEEVE I I—III—i I I -I i I -I i i THRU STEM WALL—III III -III—I I— I—I 11-111=� 11-1 I I (2) #5'S CONT. W/3" MIN. CLEAR MONOLITHIC W/ CMU BLOCK (: 3 MONO. 1 STORY 314" =1'-0" 1 STORY TOP VIEW @CORNER GARAGE WALL 4" 4" CONC. SLAB t— ;e e. =1 I I=1 I I=1 I I=1 11= ' • • � '�:•• • — _ I I I—I I I—I I I—I 11=1 11=1 11=1 I I. FILLED CELL 8" x 8" THICKENED EDGE W/ (1) #5 CONT. THICKENED EDGE @ GARAGE DOOR CHASE CMU BLOCK 4" CONC. SLAB(2500P.S.1.) i•.. GRADE I I I I6 I I I I I I I I I I I I I I I I 1: ''" i. ,., . =,I I . 8" x 8" THICKENED SLAB W/ (1) #5 CONT. TYP. THICKENED EDGE 3/4" =1'-0" 3/4" =1'-0" SCALE: 3/4"=1'0 RFVI.glnNS 15 12/20/07 W J 00 uj O 00 ' M W O'di H ~ ti Q g 2 —IzQ LLJ LU pCF-Sri OaJ'� J ON r) W W d J JL z z z (3 Z Z j Lu m Lu C p�OV W W (n z �3zzcn a ZZZzF-- cr_ z � mos K O JOOLL tLLJ J a a o U U z zz c0 C LLJ 0 F— 1- U H � ~ N W w d Q U U W W J W Ci cn z to z Ld ¢ %z2LL Lj cli O 'd'Lo H 4� L) C/) D U m M J J m DATE: 12/15/06 to Z W W to Z m c0, o off$ Q _a — 2 yN..A.�b•�hF'Ev J Z J :w+.v' •!rpet i^'• O x W O WG m � W us Q LU o g2l V ir U 0 LU z V 4 v c AUG 0 5 2u�8 N ' W 0 >Ow Lu if Q =a+r'cc 3 mc y c o � 2 —IzQ LLJ LU 0 0 C) LU Wz> O �w z z W L� Z Q Lu m Lu C J t= 0 AUG 0 5 2u�8 — � Q =a+r'cc 3 mc y c o � .'na,m cmo W �& E a Q���w��o Z O y CNY,p fp y02 t= n J Q z � mos Of aUd¢• 0 -�+- p zz paB�a5 �c'dy� •-myCOc.rw w =nMZ882O .��:ig:; NUE.O•a,O�caco. %z2LL z LLI '\\ J m DATE: 12/15/06 (o 0 SCALE: x SHEET s 11 m AUG 0 5 2u�8 AUG 0 5.2008 RFVISInNS 5 02/20/07 n 00 ti h N W00 M � co _2 � _10 J z ]'j0 N w 2s z(3 J Z Q X F _,g LL V WW 73 Cn [ztn = a _ z O . z �O0 ujJ S �_LLJ -JO Cyr 'y REpa'ui 20"'-0�+`3 fn a rn _�q 7 ui —� Lb a Z - LLJ J V/ Lu z O to D OU Lo cq W J m N co Z W 2 uj V W U C p kiN r Z O a cam �Z F- p 3 0 m Lu c EUJ05 O' E UA W awe a dl CC O Q V W O Z Z 1V Z V fq 4 N N (f) O JOQ Wj GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE FILLED SOLID TO THE BEAM 2. (1) #5 REBAR IN THE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS UNLESS NOTED OTHERWISE 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BRG. EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BRG.. EA. END IMPORTANT: REFER TO WINDOW SCHEDULE & ELEVATIONS FOR SILL AND HEAD HEIGHTS FOR ALL ARCH TOP WINDOWS NOTE: IF ALTERNATE PRECAST LINTELS ARE USED, GC TO VERIFY SIZE AND DEPTH WITH S-2.1 LINTEL PLAN NOTES: 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS. 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. LINTEL SCHEDULE NOTE: BUILDER HAS OPTION FOR LINTEL SYSTEM USED: POWERBOX STEEL LINTELS - SEE PAGE S2.1 CAST -CRETE LINTELS - SEE PAGE S2.2 QUALITY PRECAST LINTELS - SEE PAGE S2.3 LINTEL NO. POWER BOX DTL.TYPE LENGTH TYPE QTY COMMENTS DL 1 'HH' (SIM.) 5'-4" 8RF30-1B/1T 1 2 BLOCK COURSES OVER 'HH'. BAR IN TOP COURSE L 1 ll' 4'-6" 8F16-1B/1T 4 QZ �(°_� L 2 Il' 7'-6" 8F16 -113/1T 3 C L 3 II' 9'-4" 8F16-1B/1T 1 Za�oz L 4 'LL' 17'-4" 81728-16/1T (MIN.) 1 PRESTRESSED L5 ll' 8'-0" 8F16-1B/1T 1 a zzzz� LL Lu 0 E- J C-5o�oo M vo) W Zl w w¢ U U WW J W 4 0 ti FN U LJJ it Lo V �? Q WALL LEGEND INDICATES 8X8X16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 9'-4" TOP OF CMU MASON NOTE: ALL LINTEL SIZES SHOWN SHOULD BE ASSUMED TO BE MINIMUMS. IT IS, HOWEVER, ACCEPTABLE TO INCREASE DEPTHS DEPENDING UPON ACTUAL FIELD CONDITIONS. WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. LINTEL PLAN L-4 SCALE: 1/4" = 1'-0" AUG 0 5 200 REVISIONS 13 U) q0 09/28/07 lie WJ CV �� 00 MZ W�H w � �Q 00 M W O O Wi GRAVITY LOADS POWER LINTEL - PSbox8 (7-5/8") 8" DEPTH FILLED AND UNFILLED SUPERIMPOSED GRAVITY LOAD -POUNDS PER LINEAR FOOT LBS/ MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH NO FILL NO REBAR DETAIL "D" FILLED #5 TOP DETAIL "E" FILLED #5 T&B DETAIL "F" L-1 V-6" 2'-10" 933 7229 7229 L-2 2'-2" T-6" 646 4986 4986 L-3 2'-8" 4'-0" 524 4040 4040 L-4 3'-2" 4'-6" 442 3392 3392 L-5 4'-0" 5'-4" 350 2673 2673 L-6 4'-6" 5'-10" 311 2369 2369 L-7 5'-2" 6'-6" 271 2056 2056 L-8 6'-2" 7'-6" 227 1524 1713 L-9 T-0" 8'-4" 200 1170 1502 L-10 8'-0" 9'4- 240 881 1206 L-11 9'-2" 10'-6" 209 657 904 L-12 10'4" 11'-4" 192 542 750 L-13 11'-2" 12' 6" 172 423 590 L-14 12' 0" 13'-4" 160 358 503 L-15 12'-8" 14'4" 152 315 445 L-16 13'4' 14'-8" 144 279 396 L-17 14'-0" 15'-4" 137 247 353 L-18 16'-0" 17-4" 12'-0" 175 256 L-19 18'-0" 19'-4" 14'-0" 157 211 L-20 18'-8" 20'-0" 267 142 192 L-21 20'-8" 22'-0" 251 104 145 L-22 22'-8" 24'-0" L-27 76 110 NOTE: ALL LINTELS GREATER THAN 22'-8" IN LtNU I H WILL Hr -UV IMc (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM POWER LINTEL - PSbox8 (5-5/8") 14" COMPOSITE SUPERIMPOSED GRAVITY LOAD - POUNDS PER LINEAR FOOT (LB FT) MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "H" FILLED W/ #5 T&B DETAIL "HH" M-1 1'-6" 2'-10" 11377 11377 M-2 2'-2" 3' 6" 7845 7845 L-3 2'-4" 3'-8" 7278 7278 L-4 2'-8" 4'-0" 6355 6355 L-5 2'-10" 4'-2" 5975 5975 n-4 T-0"4'-4" 5'-10" 5638 5638 L-7 3'-2"4'-6" 6'-6" 5336 5336 L-8 T-4" 4'-8" 5064 5064 L-9 4'4- 5'4" 4203 4203 * M-10 4'-4" 5'4" 4031 4031 M-11 4'-6" 5'10" 3725 3725 M-12 5'-2" 6'4" 3231 3231 * M-13 5'-4" 6'-8" 3127 3127 M-14 6'-2" 7-6" 2691 2691 * M-15 6'-4" 7'-8" 2617 2617 M-16 7'-0" 8'-4" 2358 2358 M-17 8'-0" 9'-4" 2051 2051 * M-18 81 411 _98" 1965 1965 M-19 9'-2" 10'-6" 1777 1777 M-20 101-0"1 11'4" 1571 1620 M-21 11'-2" 12'-6" 1240 1 1413 M-22 12'-0" 13'4. 1060 1210 M-23 12'-8" 14'-0" 941 1075 * DENOTES TYPICAL DOOR SIZE OPENINGS (INCLUDING DOOR JAMB). POWER LINTEL - PSbox8 (7-5/8") 16" COMPOSITE SUPERIMPOSED GRAVITY LOAD - POUNDS PER LINEAR FOOT LBS/ MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "I" FILLED W/ #5 T&B DETAIL "II" L-1 1'-6" 2'-10" 10831 10831 L-2 2'-211 T-611 7463 7463 L-3 Z-8" 4'-0" 6041 6041 L-4 3'-2" 4'-6" 5069 5069 L-5 4'-0" V-4" 3989 3989 L-6 4'-6" 5'-10" 3533 3533 L-7 5'-2" 6'-6" 3062 3062 L-8 6' 2" 7'-6" 2547 2547 L-9 7'4' 8'-4" 2230 2230 L-10 8'-0" 9-4" 1936 1936 L-11 9'-2" 10'-6" 1675 1675 L-12 10'-0" 11'-4" 1526 1526 L-13 11'4" 12'-6" 1354 1354 L-14 12'-0" 13'4" 1252 1252 L-15 12'-8" 14-0" 1169 1180 L-16 13'4" 14'-8" 1044 1115 L-17 14'-0" 15'4" 936 1022 L-18 16'-0" 17'4" 689 755 L-19 18'-0" 19'4" 519 588 L-20 18'-8" 9'4" 474 539 L-21 20'-8" 22'-0" 365 418 L-22 22'-8" 24'-0" 1 284 327 L-23 24'4' 25'4" 334 384 L-24 26'-0" 27'-4" 267 309 L-25 28'-0" 29 4" 214 251 L-26 30'-0" 31'-4" 1 171 1 203 NOTE: ALL LINTELS GREATER THAN ZZ -6- IN LtNIJ IN WILL HCUUIHU (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM POWER LINTEL PSbox8 (7-5/8") 32" COMPOSITE SUPERIMPOSED GRAVITY LOAD - POUNDS PER LINEAR FOOT (LB FT) MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "L" FILLED W/ #5 T&B DETAIL "LL" L-1 V-6" 2'-10" 5963 5963 L-2 2'-2" 3'-6" 4140 4140 L-3 2'-8" 4'-0" 3370 3370 L-4 T-211 4111 2844 2844 L-5 4'-0" 5'4" 2259 2259 L-6 4'-6" 5'-10" 2012 2012 L-7 5'-2" 6'-6" 5074 5074 L-8 6'-2" 7'-6" 4214 4214 L-9 T -O" 8'4" 3685 3685 L-10 8'-0" 9'-4" 3196 3196 L-11 9'-2" 10'-6" 2760 2760 L-12 10'4" 11'-4" 2511 2511 L-13 11'-2" 12'-6" 2225 2225 L-14 12'-0" 13'4" 2055 2055 L-15 12'-8" 14-0" 1934 1934 L-16 13'4- 14'-8" 1826 1826 L-17 14'-0" 15'4" 1729 1729 L-18 16'-0" 17'4" 1484 1484 L-19 18'4" 19'4" 1585 1585 L 20 18'-8" 20'-0" 1520 1520 L-21 20'-8" 22'4" 1267 1350 L-22 22'-8" 24'-0" 1014 1211 L-23 24'-0" 25'4" 905 1131 L-24 26 0' 27'4" 737 1026 L-25 28'-0" 29'4" 604 929 L-26 307-0" 31'4" 497 780 L-27 32'-0" 33'4" 409 657 L-28 34'-0" 35'4" 336 556 L-29 36'-0" 37'4" 1 275 471 NOTE: ALL LINTELS GHEA I tH I HAN ZZ' -s" IN LLNU I n WILL ncUUMC (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM UPLIFT LOADS POWER LINTEL - PSbox8 (7-5/8") 8" DEPTH TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT(LBS/FT i MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED #5 TOP DETAIL "E" FILLED #5 T&B DETAIL "P' L-1 V-6" 2'-10" 5963 5963 L-2 2'-2" 3'-6" 4140 4140 L-3 Z-8" 4'-0" 3370 3370 L-4 3'-2" 4'-6" 2844 2844 L-5 4'-0" 5'-4" 2259 2259 L-6 4'-6" 5'-10" 2012 2012 L-7 5'-2" 6'-6" 1757 1757 L-8 6'-2" 7'-6" 1478 1478 L-9 7'-0" 8'4" 1306 1306 L-10 8'-0" 9'4" 1030 1030 L-11 9'-2" 10'-6" 793 793 L-12 10'-0" 11'4' 673 673 L-13 11'-2" 12'-6" 546 546 L-14 12'-0" 131-4" 478 478 L-15 12'-8" 14'-0" 433 433 L-16 13'-4" 14'-8" 394 394 L-17 14'-0" 15'-4" 361 361 L-18 16'-0" 17'-4" 285 285 L-19 18'-0" 19'4" 282 282 L20 18'-8" 20'-0" 265 265 L-21 20'-8" 22'-0" 223 223 L 22 22'-8" 24"' 191 191 NOTE: ALL LINTELS GREATER THAN 22' -WIN LEND I H WILL HtUUIHt (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM POWER LINTEL PSbox8 (5-5/8") 14" COMPOSITE TOTAL SAFE UPLIFT LOAD -POUNDS PER LINEAR FOOT LBS/ MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED #5 TOP DETAIL"H" FILLED #5 T&B DETIAL"HH" M-1 1'-6" 2'-10" 9197 9197 M-2 2'-2" 3'-6" 6386 6386 M-3 2'4" 3'-8" 5934 5934 * M-4 2'-8" 4'-0" 5200 5200 M-5 2'-10" 4'-2" 4898 4898 * M-6 3'-0" 4'-4" 4629 4629 * M-7 3'-2" 4'-6" 4388 4388 M-8 T-4" 4'-8" 4172 4172 * M-9 4'-0" 5'4" 3487 3487 M-10 1 4'4" 5'-8" 3350 3350 * M-11 4'-6" 5'-10" 3106 3106 M-12 5'-2" 6'-6" 2713 2713 M-13 5'4" 6'-8" 2630 2630 * M-14 6'4" 7'-6" 2283 2283 M-15 61-4" T-8" 2221 2221 * M-16 7-0" 8'4" 1829 1829 M-17 8'4" 9'4" 1414 1414 M-18 8'4" 9'4" 1308 1308 * M-19 9'-2" 10'-6" 1092 1092 M-20 10'4" 11'-4" 927 927 M-21 11'-2" 12'-6" 756 756 M-22 12'-0" 13'-4" 663 663 M-23 12'-8" 14'-0" 601 601 * DENOTES TYPICAL DOOR SIZE OPENINGS (INCLUDING DOOR JAMB). POWER LINTEL - PSb0x8 (7-5/8") 16" COMPOSITE TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT LBS/ MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "I" FILLED W/ #5 T&B DETAIL "II" L-1 1'$" 2'-10" 9886 9886 L-2 2'-2" 3'41 6866 6866 L-3 2'-8" 4'-0" 5592 5592 L-4 3'4, 4'-6" 4720 4720 L-5 4'-0" 5'4- 3751 3751 L-6 4'-6" 5'-10" 3342 3342 L-7 5'-2" 6'-6" 2920 2920 L-8 6'-2" 7'-6" 2458 2458 L-9 7'-0" 8'-4" 2173 2173 L-10 8'4" 9'4- 1774 1774 L-11 9'4" 10'-6" 1368 1368 L-12 10'-0" 11'-4" 1161 1161 L-13 11'-2" 12'-6" 945 945 L-14 12'-0" 13'4" 827 827 L-15 12'-8" 14-0" 750 750 L-16 13'4' 14'-8" 683 683 L-17 14'-0" 16-4" 626 626 L-18 16'-0" 17'-4" 496 496 L-19 18'4. 19'-4" 456 456 L-20 18'-8" 20'-0" 429 429 L-21 20' -VI 22'-0" 363 363 L-22 22'-8" 24'-0" 313 313 L-23 24'-0" 25'-4" 381 381 L-24 26'-0" 27'-4" 335 335 L-25 28'-0" 29'4' 298 298 L-26 30'-0" 31'-4" 1 269 1 269 NOTE: ALL LINTELS GHEAI tH I HAN ZZ'-IY' IN LtNU I n WILL HCUUIHr- (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM POWER LINTEL PSbox8 (7-5/8") 32" COMPOSITE TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT LBS/F MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "L" FILLED W/ #5 T&B DETAIL "LL" L-1 1'$" T-10" 4544 4544 L-2 2'-2" 3'-0" 12451 12451 L-3 2'-8" 4'-0" 10142 10142 L-4 T-2" 4'-6" 8563 8563 L-5 4'-0" 5'-4" 6807 6807 L-6 4'$" 5'-10" 6066 6066 L-7 5'-2" 6'-6" 5301 5301 L-8 6'-2" 7'-6" 4464 4464 L-9 T -O" 8111 3949 3949 L-10 8'-0" 9'-4" 3149 3149 L-11 9'-2" 10'-6" 2431 2431 L-12 10'-0" 11'4" 2065 2065 L-13 11'-2" 12'-6" 1683 1683 L-14 12'-0" 13'-4" 1476 1476 L-15 1 12'-8" 14-0" 1 1338 1338 L-16 13'-4" 14'-8" 1221 1221 L-17 14'-0" 15'-4" 1121 1121 L-18 16'-0" 17'-4" 890 890 L-19 18'-0" 19'-4" 781 781 L-20 18'-8" 20'-0" 736 736 L-21 20'-8" 22'-0" 626 626 L-22 22'-8" 24'-0" 543 543 L-23 24'-0" 25'-4" 754 754 L-24 26'-0" 27'-4" 663 663 L-25 28'-0" 29'-4" 590 590 L-26 30'-0" 31'-4" 532 532 L-27 32'-0" 33111 484 484 L-28 34'-0" 35 4" 445 445 L-29 36-0" 37'4" 411 411 NOTE: ALL LINTELS GREAT EH I HAN zz=a" IN LhNU I n WILL HtvUlnc (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM TANTS- Inc. Structural Engineering Consultants 5800 East Thomas Road, Suite 104 Scottsdale, AZ 85251 (602)437-1160 Fax (602)437-5409 LATERAL LOADS POWER LINTEL - PSbox8 (7-5/8") 8" DEPTH TOTAL SAFE LATERAL LOAD - POUNDS PER LINEAR FOOT LBS/ MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED #5 TOP DETAIL "E" FILLED #5 T&B DETAIL "F" L-1 V-6" 2'-10" 4544 4544 L-2 2'-2" T-6" 3146 3146 L-3 2'-8" 4'4" 2556 2556 L-4 3'-2" 4'-6" 2152 2152 L-5 4'-0" 5'-4" 1704 1704 L-6 4'-6" 5'-10" 1515 1515 L-7 5'-2" 6'-6" 1319 1319 L-8 6'-2" 7-6" 1105 1105 L-9 7'-0" 8'4- 974 974 L-10 814" 9'-4" 814 819 L-11 9'-2" 10'-6" 620 624 L-12 10'-0" 11'4" 521 524 L-13 11'-2" 12'-6" 418 420 L-14 12'-0" 13'4- 362 364 L-15 12'-8" 14'-0" 325 327 L-16 13'4" 14'-8" 293 295 L-17 14' 0" 15'-4" 266 267 L-18 16'-0" 17'-4" 204 205 L-19 18'-0" 19'-4" 214 215 L-20 18'-8" 20'-0" 199 200 L-21 20'-8" 22'-0" 162 163 1-22 22'-8" 24'-0" 135 135 NOTE: ALL LINTELS GHtA I tH I HAN ZZ' -?J IN LtNU 11-1 VVILL nr_UV1n (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM POWER LINTEL PSbox8 (5-5/8") 14" COMPOSITE TOTAL SAFE LATERAL LOAD - POUNDS PER LINEAR FOOT LBS/ MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED #5 TOP DETAIL"H" FILLED #5 T&B DETIAL"HH" M-1 1'-6" T-10" 5821 5821 M-2 21.211 3'-6" 4030 4030 M-3 2'-4" 3'-8" 3742 3742 * M-4 2'-8" 4'4' 3274 3274 M-5 2'-10" 4'-2" 3082 3082 * M-6 3'-0" 4'-4" 2910 2910 * M-7 3'-2" 4'-6" 2757 2757 M-8 3'-4" 4'-8" 2619 2619 * M-9 4'-0" 5'4" 2183 2183 M-10 4'-4" 5'-8" 2096 2096 * M-11 4'-6" 5'-10" 1940 1940 M-12 5'-2" 6'-6" 1690 1690 M-13 5'4- 6'-8" 1637 1637 * M-14 6'-2" 7'-6" 1416 1416 M-15 6-4" 7-8" 1379 1379 * M-16 7-0" 8'-4" 1224 1241 M-17 8'4" 9'4- 937 950 M-18 8'-4" 9'-8" 864 876 * M-19 9'-2" 10'-6" 714 724 M-20 10'4" 11'4" 600 608 M-21 11'-2" 1 12'-G' 1 481 488 M-22 12'-0" 13'-4" 417 422 M-23 12'-S" 14'-0" 374 379 * DENOTES TYPICAL DOOR SIZE OPENINGS (INCLUDING DOOR JAMB). POWER LINTEL - PSbox8 (7-5/8") 16" COMPOSITE TOTAL SAFE LATERAL LOAD - POUNDS PER LINEAR FOOTLBS/ MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "I" FILLED W/ #5 T&B DETAIL "IP' L-1 1' 6" 2'-10" 6229 6229 L-2 2'-2" 3' 6" 4313 4313 L-3 2'4" 4'-0" 3504 3504 1 4 3'-2" 4'-6" 2951 2951 L-5 4'-0" 5'-4" 2336 2336 L-6 4'-6" V-10" 2076 2076 L-7 5'-2" 6'-6" 1809 1809 L-8 6'-2" T-6" 1515 1515 L-9 7-0" 8'-4" 1305 1322 L-10 8'-0" 9'-4" 999 1012 L-11 9'-2" 10'-6" 761 771 L-12 10'4" 11'4" 639 648 L-13 11'-2" 12'-6" 513 519 L-14 12'-0" 13'4" 444 450 L-15 12'-8" 14-0" 398 404 L-16 13'-4" 14'-8" 360 364 L-17 14'-0" 15'-4" 326 330 L-18 16'-0" 17'-4" 250 253 L-19 18'4" 191-4" 252 254 L-20 18'-8" 20'-0" 235 236 L-21 20'-8" 22'-0" 191 193 L-22 22'-8" 24'-0" 159 160 L-23 24'-0" 25'-4" 143 145 L-24 26'-0" 27'-4" 122 123 L-25 28'-0" 29'-4" 105 106 L-26 30'-0" 31'-4" 92 1 93 NOTE: ALL LINTELS (iHtAI LH I HAN ZZ -U IN LCNU 11-1 VVILL nF_%AV1 G (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM POWER LINTEL PSbox8 (7-5/8") 32" COMPOSITE TOTAL SAFE LATERAL LOAD -POUNDS PER LINEAR FOOT (LB FT) MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "L" FILLED W/ #5 T&B DETAIL "LL" L-1 1'-6" 2'-10" LU O L-2 2'-2" 3'-6" 6773 6773 L-3 2'-8" 4'-0" 5503 5503 L-4 V-2" 4'-6" 4634 4634 L-5 4'-0" 5'-4" 3669 3669 L-6 4'-6" 5'-10" 3261 3261 L-7 5'_2" 6'-6" 2840 2840 L-8 6'-2" 7'-6" 2188 2240 L-9 T -O" 8'-4" 1698 1739 L-10 8'-0" 9'-4" 1300 1331 L-11 9'-2" 10'-6" 990 1014 L-12 10'4" 11'4- 832 852 L-13 11'-2" 12'-6" 667 683 L-14 12'-0" 13'4" 578 592 L-15 12'4" 14-0" 519 531 L-16 13'4" 14'$" 468 479 L-17 14'4" 15'4- 425 435 L-18 16'-0" 17'4" 325 333 L-19 18'4" 19'-4" 315 320 L-20 18'4" 20'-0" 293 298 L-21 20'-8" 22'-0" 239 243 L-22 22'-8" 24'-0" 199 202 L-23 24'-0" 25'4" 185 L-24 26'-0" 27'4" _163 154 157 L-25 28'-0" 29'4' 132 136 L-26 30'-0" 31'4" 115 118 L-27 32'-0" 33'-4" 101 104 L-28 34'-0" 35'4- 90 92 L-29 36-0" 37'-4" 80 82 NOTE: ALL LINTELS GREATER THAN 22'!8" IN LtNU I H WILL HtUUIHt (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM 13) HEIGHT OF SOLID -GROUT VARIES - SEE SCHEDULE 1111 11" 2 _ 2 0100 7811 TYPICAL POWER BOX LINTEL SECTION PSbox8 STEEL LINTELS 7511 711 r �8H 7511 DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" oleo L6100 1311 1311 '- 316 T X316 40 0 f4. 0100 T 13.. 7�n 7 n 75" 7�n 8 8 8 DETAIL "E" DETAIL "F DETAIL "G" DETAIL "GG" 1311 316" 316 31611 316 _ - ,r R ....•• • lnl 4Too v°�° 1pl L41m oyp 4. "1a0 - - - 1 T an •= 07100 4 C`)IoO MIS +q �yC( 711 / 8 "_8 .-y. 711 78" DETAIL "H" DETAIL "HH" DETAIL "I" DETAIL "II" .nit _- -- 16 3_31181311 .4 6 V6 e lop AGO ' • co 100 @ 100 �. ' •. , 100 6100 ' • , 4 I - �4 ' I°p .�"• 100 Chlao 5' �: ¢1co :w Un10D _.. _._. 0100 --- --- _ 'r`,. •, 4 L0100 .4 TT "IOD (71CA r •100 0'7100 fV --- .a •.4 a - Yr . 4.. .'4 -f 131 711 75114 8 8 DETAIL "K" DETAIL "KK" DETAIL "L" NOTE: NO SCALE BUILDER TO USE ONLY 18 GAGE OR 16 GAGE 18 GAGE IS .048 INCHES THICK 16 GAGE IS .060 INCHES THICK A11 164 "100 C�11 aD � : • „_ • - ,4 'lop C71a0 44 CV •Io0 MI00 . 4. 4 4. 7a" DETAIL "LL" 31-3 16" 316 4 - •4 } =100 chlaD. •. • •' __ •lao 04100 • ,. �1 ;. IOp 100 4. 0 IICO -_..i • 4 T �IQJ ;;�. • 4 •100 ' � � , .. . MI _. '.•4', -_...091 ...-... '�^°�' . 7811 7511 DETAIL "J" DETAIL "JJ" Ila " 1311 _316 1316 -" M ac C9 1. PRODUCT NAME (PATENT NO. 6367209) PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED COIL STEEL AS MANUFACTURED BY POWERS STEEL AND WIRE PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A570 GRADE C (FY--40ksi). NOTE: DEFORMATIONS DO NOT EFFECT STRUCTURAL CAPACITY. 2. SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON -CURED MASONRY GROUT. ALL LINTELS GREATER THAN 18'-0" ARE BUILT WITH i "CAMBER. 3. LINTEL TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING MINIMUM fm AS SHOWN. 4. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND. 5. DESIGN BEARING OF POWERS STEEL LINTELS IS 8" FOR ALL LINTELS GREATER THAN 18'-0" IN SPAN OR GREATER THAN 32" IN DEPTH. ALL OTHER LINTELS REQUIRE A MINIMUM OF 4" BEARING PER THE STANDARD AND FLORIDA BUILDING CODES. 6. fm-1500psi. MASONRY UNITS SHALL CONFORM TO ASTM C90. GRADE N. 7. GROUT= 3000psi SLUMP RANGE: 8" TO 11 ". ROD OR VIBRATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SHALL COMPLY WITH ASTM C476-83 AND BE EITHER COARSE OR FINE GROUT. 8. MORTAR: TYPE "S" OR TYPE "M" 1800 psi. 9. TOP REINFORCING OR TOP OF WALL REINFORCING IS REQUIRED BY CODES TO PROVIDE A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT RESISTANCE AT LINTELS. 10. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. 11. LIMITATIONS: THE LINTELS SHALL NOT EXCEED THE ALLOWABLE DESIGN LOADS AND SPANS SHOWN IN THIS REPORT. THE LINTELS SHALL NOT BE USED IN A FIRE RESISTANCE RATED ASSEMBLY UNLESS ATEST REPORT DOCUMENTING FIRE RESISTANCE IS SUBMITTED TO THE BUILDING OFFICIAL. A PROPER BARRIER IS REQUIRED WHEN USING CORROSIVE LUMBER PRODUCTS IN CONTACT WITH THE STEEL LINTELS. A PROPER BARRIER WOULD BE A POLYETHYLENE BARRIER WITH A 10 MIL THICKNESS OR TO MAINTAIN A MIN 1/4" SPACING BETWEEN THE CORROSIVE LUMBER AND STEEL LINTEL. DECORATIVE CEMETATIOUS COATING CANNOT BE APPLIED. NOT FOR USE IN THE HVHZ IN MIAMI OR BROWARD COUNTIES AT THIS TIME. MIAMI DADE COMPLIANCE IS BEING SOUGHT. 12. DEFLECTION LIMITS ARE SET TO U600 FOR ALL LOADS SHOWN ABOVE THE DARKENED SOLID LINE. DEFLECTION LIMITS ARE SET TO U360 (LIVE LOAD) AND L240 (DEAD + LIVE LOAD) FOR ALL LOADS SHOWN BELOW DARKENED SOLID LINE. 13. ALL LOADS SHOWN IN TABLES ARE SUPERIMPOSED LOADS. TABLES ARE DATED 10-2004 AND CLEARLY INDICATE SUPERIMPOSED LOADS. 7511 DETAIL "N" co 7511 8 - DETAIL "NN" 14. #5 REINFORCING BAR(S) GRADE 40 ARE TO SET APPROX. 1 1/2" FROM TOP OF ALL LINTEL DESIGNS AND IN SOME CASES THE BOTTOM OF LINTEL AS SHOWN ON LOAD TABLES. TOP HORIZONTAL REINFORCEMENT IS TO BE A CONTINUOUS TIE AS NOTED IN NOTE #9. IN THE CASE THAT THE LINTEL IS NOT WITHIN A COMPOSITE BOND BEAM SYSTEM, TOP HORIZONTAL REINFORCEMENT IS TO EXTEND 2'-0" PAST INSIDE OF JAMBS. 15. MANUFACTURER: POWERS STEEL 4118 E. ELWOOD, PHOENIX, AZ 85040 PH# 602-437-1160 FAX#602-437-5409 PH# 904-251-4606 FAX#904-819-9481 (KEVIN) 16. TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN DESIGNED IN ACCORANCE WITH THE LATEST EDITION OF THE FOLLOWING: + SBCCI SSTD-101999 + STANDARD BUILDING CODE -1999 + FLORIDA BUILDING CODE- 2001 W/ 2003 REVISIONS. + AISI LIGHT GAGE COLD FORMED DESIGN -1996 + ACI 530-02/ASCE 5-02/TMS 402-02 TECHNICAL ASSISTANCE IS AVAILABLE FROM THE MANUFACTURER ON SPECIAL DESIGN CONCERNS OR LINTEL DEPTHS DIFFERENT THAT THOSE SHOWN IN THE LOAD TABLES. STRUCTURAL ENGINEER FOR THESE LINTELS IS: S.E. CONSULTANTS INC. 5800 E. THOMAS ROAD, SUITE 104 SCOTTSDALE, AZ 85251 PH# 480-946-2010 FAX# 480-946-1909 IF AN INSPECTOR, CONTRACTOR, SUBCONTRACTOR, OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS PLEASE CALL. 17. INSTALLATION: POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTIONS PRACTICES, SET TO PROPER LINE AND LEVEL, PLUMB AND TRUE, AND IN CORRECT RELATION TO OTHER WORK. REVISIONS 13 09/28/07 N r W J . 2 no - VT$ cP c i- r- W CV 12 a,,nun'O -a 31; m� a� c a 6B ~0= LU O rl- v� M O> L06 - Z Q'§o Q O go � C° _ QCO = J Il r _j Z Q N waw M w M U a z¢oz c3 Z xx V W:5 J �7 LL 1�3zzuw ) a O z w �' c E�'cTaaaa` U t�' zzzl�- w W =Na�6082 o c ,Ea a H w J= ¢a¢�[t: Z N O U SEU -� -.._. 0 J LU < dN' LU w O 4 t1�UwwLLI 0 r• v_,ocnzF ¢ Oz LU -'t Lf) Fzal---UN Q M U W a j W Z V WCf) .. Z O CS N D v a us t1,ls,�r•t;s• H $ E m 4 0 0 2W C m O 921115 LU C-)�'wo Ch cc ZtL- O UJI Cc o `2 z W 8� e � z:)Ow �= ¢ IW_- wZ(n (n LUMwc) c~nL, 0 u' o�ov ,r,°°� a- Zrl LO f-Ow00�-I 0 0014 Q Z d O z m V QO u F-,O2zLug=fir ° SOC) - at = ci C CL 5(nJ==I z Ck0 Z� _m5¢(n3- Z �(n�-I� J woad J a_i U) LU . 2 no - VT$ cP c i- -' J CV 12 a,,nun'O -a 31; m� a� c a 6B ~0= LU X'§ 0 v� Q LU F--- >Vl Q'§o Q O z LV Q J I.1 - Ln LU Q W ¢ALU U M < O QJ I"I"I w z:)Ow �= ¢ IW_- wZ(n (n LUMwc) c~nL, 0 u' o�ov ,r,°°� a- Zrl LO f-Ow00�-I 0 0014 Q Z d O z m V QO u F-,O2zLug=fir ° SOC) - at = ci C CL 5(nJ==I z Ck0 Z� _m5¢(n3- Z �(n�-I� J woad J a_i J U) DATE: 12/15/06 . 2 no - VT$ cP J 12 a,,nun'O -a 31; m� a� c a 6B ~0= X'§ 0 m nQ c ear,.. a E2 n SHEET S2.1 Q'§o W call=oo L° U - .5 U a o m �y� WID aai Oci 'o •3 • � I..L� 8. O Oti G O I"I"I w ~coma ti 0 �7 a bi v o ani °y'f,La, o c O O z c E�'cTaaaa` U J =Na�6082 o c ,Ea a a� a I- X O C Crz Z -.._. J m DATE: 12/15/06 0 SCALE: 0 o SHEET S2.1 AUG 0 5 20 8 1 8" PRECAST & PRESTRESSED U -LINTELS HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS AND SILLS A DIVISION OF FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORPORATION P.O. Box 24567 Tampa, Florida 33623 Phone: 813-621-4641 SAFE LOAD T FOR GRAVITY, UPLIFT & LATERAL LOADS CRm #5 REBAR AT TOP GRAVITY cn W MIN. (1) REQ'D d' LENGTH TYPE 8U8 8F8 -OB BF12-OB BF16-OB BF20-OB8F24-OBBF28-OB F32 -OB BF8-1B SF12-1B 8F16 -1B 8F20 -1B BF24-1B 8F28 -1B SF32-IB 2'-10'(34') PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'-6' (42') PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0" (48') PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6" (54') PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5'-4" C64') PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5'-10'(70') PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78') PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7'-6' (90') PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4' (112')PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6'(126') PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'-4"(136') PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0"(144') PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4'(160') PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-00(168') PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-S'(176') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4' (184') PRESTRESSED N,R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'-4'(208') PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4'(232')PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4'(256")PRESTRESSEDNR N.R. 21'-4'(25G')PRESTRESSED NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0'(264')PRESTRESSEDNR N,R. 22'-0'(264')PRE STRESSE D NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0'(288') PRESTRESSED N,R, NR NR NR NR NR NR NR 130 240 1 470 1 720 1030 1 1350 1610 8" .PRECAST W/ 2" RECESS DOOR U -LINTELS C R"r #5 REBAR AT TOP GRAVITY cn W MIN. (1) REQ'D d' TYPE LENGTH 8RU6 8RF6-0B ORF IO-OBSRF14-OB8RF18-0B8RF22-0 d < 8RF26-0B8RF30-OB 8U8 8RF6-1B BRFIO-1B 8RF14-1B BRF18-16 8RF22-1B8RF26-1B 8RF30-1B 4'-4" (52') PRECAST 1489P1449 3 _ t7' W V J a Zg_ 3053 2982 3954 4929 5904 6880 3412 4982 6472 7947 9416 10878 4'-6' C54') PRECAST 1357 2165 2782 2714 3600 4487 5375 6264 3412 4982 6472 7947 9416 10878 5'-8" C68') PRECAST 785 1878 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10"(70') PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 J 2051 3811 6472 6516 5450 6411 6'-8' (80') PRECAST 822 907 1 1677 2933 2576 3223 3872 4522 907 1677 2933 1 4100 6730 8177 6707 7'-6" (90') PRECAST 665 761 1377 2252 1 1958 2451 2944 3439 764 1377 2329 1 3609 5492 6624 5132 9'-8" (116")PRECAST 371 420 834 1253 1 1071 1342 1614 1886 535 928 1497 2179 2618 3595 2875 TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED LXFX_ LINTEL MARK NOMINAL HEIGHT d W d.. �Z Z :. 7-5/8"ACTUAL 8" NOMINAL WIDTH - #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 8" PRECAST & PRESTRESSED U -LINTELS #5 REBAR AT TOP UPLIFT cn W MIN. (1) REQ'D d' TYPE LENGTH 1-1/2" CLEAR 8F16 -1T d < C.M.U. 8U8 8F8 8F8 -2T BF12-2T 8F16 -2T 8F20 -2T F24-2T8F28-2 F32 -2T 'd. 3 _ t7' W V J a Zg_ ::.:•. " 4101 d.•. :h Z 7811 9055 (0 d .: 2727 2784 3981 5190 6407 7630 8857 3'-6" (42') PRECAST 2165 GROUT ..4 4237 ' #5 REBAR AT BOTTOM 7192 • • OF LINTEL CAVITY 2165 2215 3165 4125 5091 6061 7036 1 BOTTOM REINFORCING 1878 1989 7-5/8"ACTUAL PROVIDED IN LINTEL 4532 (VARIES) 6245 8' NOMINAL WIDTH 1878 1925 2750 3583 4422 5264 6110 8" PRECAST & PRESTRESSED U -LINTELS RKLIMUL VAI -UL I57 CJ/. AUK UKMllL 9V 11LLL 1L 1 8" PRECAST W/ 2" RECESS DOOR U -LINTELS C4Rrn U) UPLIFT cn W J LATERAL TYPE LENGTH 8F8 -1T BF12-1T 8F16 -1T 8F20 -1T 8F24 -IT 81728-1TW32-IT 8U8 8F8 8F8 -2T BF12-2T 8F16 -2T 8F20 -2T F24-2T8F28-2 F32 -2T 2'-10'(34') PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" (42') PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 1 4'-0" C48') PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54') PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4" (64') PRECAST 13933K 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-10"(70') PRECAST 1272W 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6' (78') PRECAST 1141e 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7'-6" (90') PRECAST 959x 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112')PRECAST 801)K 612 980 1 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6"C126') PRECAST 716 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4'(136') PRECAST 666M 439 696 899 1104 1309 1 1515 363 556 666 535 905 1295 1595 1896 2196 12'-0"(144') PRECAST 607e 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4 0160') PRECAST 500M 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0"(168') PRECAST 458M 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8'(176') PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4'(184') PRESTRESSED 228 278 430 553 677 801 925 NK 327 228 1 329 542 791 1072 1381 1676 17'-4"(208')PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4'(232')PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4'(25G')PRESTRESSED 145 186 278 356 433 512 590 N,R. 172 142 212 336 477 635 807 993 22'-0'(264')PRE STRESSE D 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0'(288")PRESTRESSE D 127 165 244 312 380 447 515 1 N,R. 135 124 186 290 408 538 680 833 RKLIMUL VAI -UL I57 CJ/. AUK UKMllL 9V 11LLL 1L 1 8" PRECAST W/ 2" RECESS DOOR U -LINTELS C4Rrn U) UPLIFT cn W J LATERAL LENGTH TYPE BRF6-IT 8RF10-1T BRF14-1T 8RF18-1T 8RF22-1T BRF26-1T 8RF30-IT 8RU6 8RF6 BRF6-2T BRF10-2T 8RF14-2T BRF18-2 8RF22-2 8RF26-2 SRF30-27 4'-4' (52') PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6' (54') PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'-8" (68') PRECAST 924)K 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10"(70') PRECAST 896x 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8' (80') PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 1468 1987 2509 3035 3563 7'-6' C90') PRECAST Z) 1325 1810 2280 2753 3227710 LL CV W ¢ 941 a688697 1302 1762 2225 2690 31579'-8" C116")PRECAST ti 808 1123 1413 1704 1995516 F- L) 614 1009 1369 1728 2088 2450 RKLUUI.L VHLUL D) 1.)/. FUK UMMLL `5V F1LLL RL 11 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM 0270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos. 03-0605.05 and 03-0605.04 11. The exterior surface of Intels installed in exterior concrete masonary walls shall have a coating of stucco applied in accordance with ASTM C926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity or uplift) amd horozontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load Applied horizontal load Safe verticalload+ Safe orizonta oa - 1.0 SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8' For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. 10. For lintle lengths not shown, use safe load from next longest length. 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 4.Ofield added rebar. Example: 7'-6" lintle type 8F32-1 B safe gravity load = 6472 (15) w/ 15% recuction => 6472 (.85) =5501 plf. Z 0 a a O L) Q Z Z W J m CO O O s Q) a 0 0 ------------- REVISIONS 13 U) 09/28/07 cn W J LLJ CN O 2 LLJ W O� E-- J W C, '-J z UJW Q 0 M O Z _J 0) W Z LIJ LoLLJ r' w � M< 0 C U J FE CV OJ N aC0r= LL N YJ -1w-'aw p Z L M zQooN v z nX �'=H0=� U �_ 0 J a LL ~ W L�i3zyW Z �C.UNCAx O ril Z Z Z Z O a p 0 p W J = 17) T V U -O d:OM0x Z) U) W W m a J LL CV W ¢ W oO� w a C-) C.) W ti (/! Z Z h J Z W N � OU F- L) O M`� W -J m �C LU Z ;3 2 Vl W (� m Aim t.}, o `, F- e�� Cpj�p 41 m J O fn V a J O Q_ LU ZW1 � V in N ` a V � ,W'�, O O 21 = W O U r 4 CL UJ C/) O cV O w = Q H W p�pLL Z �OQ�w LLj� ZOLO VZC](nW F O W O J O p N ZHZU) 0MQ U Z�M0 W0 Z W J �' _ O p CU V5 g lY Q = Q o1 a_ a=aJ=¢ Z ��ZI- �mOQln�yLn Z Z5) Wi IJJ 0 J .-4 U) W _ CV J LLJ CN O 2 LLJ W O� E-- C, '-J z UJW Q Z LLJ O Z _J Z Z LIJ LoLLJ c w � M< �OU C U J 0 CL UJ C/) O cV O w = Q H W p�pLL Z �OQ�w LLj� ZOLO VZC](nW F O W O J O p N ZHZU) 0MQ U Z�M0 W0 Z W J �' _ O p CU V5 g lY Q = Q o1 a_ a=aJ=¢ Z ��ZI- �mOQln�yLn Z Z5) Wi IJJ 0 J .-4 c O Y/OY C- t cL15 B ? t=� N 0 C a8f'�5'�E �gs&w8o J O y N I C U O}. t w C- 2 m 0`LlN -.00 q X O O 'D Y'� N nT0 N •CS N _+� M>,�ELCW m :3--Z 8 8 2 E-t;;O._ X O C N L C t�/ (VU (O l0 S2 Y N •- DATE: 12/15/06 SCALE: 1/4"=1' SHEET S2.2 AUG 0 5 008 11 U) J W HU W -J to O U J LTJ F_ v I O Q U J r c O Y/OY C- t cL15 B ? t=� N 0 C a8f'�5'�E �gs&w8o J O y N I C U O}. t w C- 2 m 0`LlN -.00 q X O O 'D Y'� N nT0 N •CS N _+� M>,�ELCW m :3--Z 8 8 2 E-t;;O._ X O C N L C t�/ (VU (O l0 S2 Y N •- DATE: 12/15/06 SCALE: 1/4"=1' SHEET S2.2 AUG 0 5 008 11 C C C C "FV -V -V 2 9'4" Bearing height N 1 9-0-0 SD4 5-0-0 N O MODEL: W NO- Supplied Hangers J L Hanger AJ L Hanger BJ L Hanger Supplied LVL Beams DRAWN BY: A.E. N/A BM1 J Ilk 0 1* BM2 W Lo W CO w V J V/ BM3 O= J J O N Jwaw Z 0 w M _zaooz U J1 Z r0a �3ZZU) a z t0)N UQEQ•a-0 y40 WU (0 (0 .0 � N 0 zzzz= O O � � J J 0 Mi H / J3 U -� O ,i 01-1 0�9 DATE: (/i W 0) N H U H (n W0 � ~a ¢ J U Ou. U Ww LU W U UJ U) YE Z N Z F J Z M o �Q �)� o M �._. U ,AUJ J = C� >c } cfl W S= 0 cn 0° 4 pp�o Z J5 N N V O a J a � �z¢ o W oe 9z4 U O Vzre 25G 2 -PI 18 R03 18 SD3 SD3 R04 QD R05 TMP' 4 ZRO /RO7 5 SD TY /RO8 10A "P 1.5.0 R09 (4) 1-5-0 08 C, C \R07 CS U o� 06 0� �Cb R05 R04 R03 9 \R02 (: SD4 1-7-0 0 1-11-0 R16 1❑ 4B S4 R19 R15 R12(3) R18 Ln 46 sa R15 R17 E 12 �y sDz R14 3 18B C� "4� 015 R11(6) R21G EJ ( ) 200 18B SD3 11A 10 SB 186 SD3 SD2 SD2 5D2 R20G a J1 `� 1 2 9 2-0-0 1 11A 10 88 SD2 SD2 SD2 71 _A_n 1 7_n1) ROOF FRAMING PLAN ELEVATION - M & R SCALE: 1/4" =1'-0" ON 24" X 36" 1/8" = 1'-0" ON 11" X 17" NP. TRUSS CONNECTIONS UNLESS NOTED OTHERWISE 3=PLY- TRUSS " USP HTA20 -1615 # U.L. 1 -PLY TRUSS TO FRAME WALL OR WOOD BEAM: USP RT16 - 990 # U.L. 1 -PLY HIP TRUSS TO FRAME WALL OR WOOD BEAM: USP HHCP2 - 520 # U.L. TRUSS TO TRUSS HANGER SCHEDULE 1 -PLY TRUSSES -USP THD26 1 -PLY JACK TRUSSES - USP JL26 2 -PLY TRUSSES -USP THDH210-2 3 -PLY TRUSSES -USP THDH2103 VAULTED OR SKEWED TRUSSES: 1-PlY- USP -LSSH210 2 -PLY - USP - LSSH31 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. NOTE: ALL CEILINGS TO BE SHEATHED WITH MINIMUM 1/2" SAG RESISTANT GYPSUM BOARD. PER FRBC 309.2 TRUSS PLACEMENT DIAGRAM ONLY This placement plan shows the designation and relative location of each truss component and is to be used in conjunction with the corresponding engineered truss drawings. The truss engineer's responsibility relative to this structure consists solely of the design of the individual -Permanent and temporary bracing are the responsibility of the truss installer, The "Engineer of Record" for the project is responsible for the design of the permanent bracing, the diaphragm system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity, The "Engineer of Record" is also responsible to call out the required strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design specifications (pitch, span, profiles, applied loading, wind application, etc.), and for -If any job site accidents occur involving trusses, the installer must immediately stop work on the project and notify a representative of Stock Building Supply. All trusses involved in an accident must be inspected by a licensed structural engineer to determine the cause of the accident. The builder assumes all liability if trusses involved in an accident are altered or moved in anyway before an inspection is completed. All decisions regarding necessary repairs or replacement of trusses will be based on the reccomendation of the repor APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM= 2x4 MIN. TOP= 2x4 MIN. 12 d 2 12 TRUSS END DETAIL Bearing Heights 11/07/07 9'4" Bearing height N 12'-0' Bearing height 00 N O MODEL: W NO- Supplied Hangers J L Hanger AJ L Hanger BJ L Hanger Supplied LVL Beams DRAWN BY: A.E. N/A BM1 J Ilk 0 1* BM2 W Lo W CO w V J V/ BM3 LEGEND O I FIELD FRAME DEAD VALLEY PER ELEVATIONS 0 u STRAP PER PLAN STRUCT. SHTG. 7/16" MIN. THK. AILED 4" EDGES 6" IN THE FIELD KNEE WALL 2x4 SYP#2 C@ 16" O.C. SIMPSON HETA20 w/9 -10d TO EA. STUD BOND BEAM KNEEWALL DETAIL PORCH ROOF TRUSS SIMPSON SP2 EACH STUD SEE ELEV. 1/4" =1'-0" PROVIDE SHEATHING AND FASTEN PER PLAN TRUSS CONNETION PER PLAN V2)16d NAILS TOP& OTTOM CONV. FRAME WALL TO TRUSSES 12'-0" BRG. PROVIDE CONT. SHEATHING FROM TOP OF TOP PLMI ATE TO SPAN BL CKING BOTTOM OF BOTTOM PLATE, FASTEN PER PLAN iI TRUSS GIRDER (STRAP PER PLAN), OR 2X4 KNEE WALL STUDS @16" O.C. W/ (1) HT 0 EACH STUD. PER PLAN I ROVID SHEATHING AND FASTE PER PLAN 7PRE-ENG. ROOF TRUSS ANCHOR TRUSS O.C. PER PLAN (PERPENDICULAR TRUSS SHOWN, PARALLEL TRUSS CMU WALL PER PLAN SIMILAR,) VERT. #5's IN GROUT FILLED CELLS PER PLAN REFER TO FOUNDATION ' PLAN FOR EXACT FTG. ' SIZES AND LOCATIONS 4B KNEE WALL DTL. Notes: -For proper truss handling and bracing, refer to the 'Truss Plate Institute" documents "BCSI-B1 thru 134', -Refer to the Simpson Strong -Tie catalog or call 1.800.999.5099 for hanger installation requirements. -Trusses may not be cut or altered in any way without prior authorization from Stock Building Supply. -Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense. -All load bearing walls must be in place prior to the installation of the trusses. GENERAL NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. IT IS TO INDICATE ROOF, CEILING SLOPES AND HEIGHTS ONLY. 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ALSO, TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS TO HOME BUILDER FOR FINAL APPROVAL BEFORE FABRICATION. 3• ALL ROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS AND ELEVATIONS. 4. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS, AND ELEVATIONS FOR BEARING HEIGHTS. 5. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 6. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 7. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING. 8. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A: ALL CEILING HUNG SOFFITS AND SOFFITS W/ CABINETS AS SHOWN ON PLANS. B: ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 9. REFER TO MAN. SPECS. FOR INSTALLATION REQ. OF ALL HARDWARE BEFORE INSTALLATION. 10. PROVIDE BRACING AND BLOCKING PER HIB -91 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS 11. ALL FACIA BOARD TO BE 2x4 U.N.O. 12. PROVIDE 2 LAYERS OF UNDERLAYMENT FOR ROOF SLOPES FROM 2:12 UP TO 4:12, PER THE 2004 FLORIDA RESIDENTIAL BUILDING CODE W/2006 SUPL, CHAPTER 9. ROOF FRAMING NAILING SCHEDULE ROOFS/CEILINGS: SHEATHING TO BE 15/32" APA - RATED FOR TILE OR 7/16" APA - RATED FOR SHINGLE - FASTENING WITHIN 4'-0" OF GABLE END EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 4" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL@6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. NOTE: FASTENING PATTERN ASSUMES STANDARD TRUSS SPECIFIC GRAVITY OF G > .49. IF G <.49, THEN INCREASE NAILING IN FIELD TO 6" O.C. (INTERMEDIATE AREAS) - SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS(TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. - SHEATHING JOINTS ARE REQUIRED TO BE STAGGERED PER FRBC 2004/06 EDITION. SHEATHING JOINTS SHALL BE PLACED NO LESS THAN 2'-0" O.C. NAILS: - NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d COMMON, RING SHANK, WITH THE FOLLOWING MINIMUM DIMENSIONS: - .113" SHANK DIIA. -.125" RING DIA. -16 RINGS PER INCH -.28" FULL ROUND HEAD DIA. - 2" NAIL LENGHT ROOF VENTS 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FRBC 2004 EDITION W/2006 SUPL. 4. ROOF VENT AREA FORMULA: SQ. FT. OF CLG. = AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE AUG 05 RFVIRIONS 14 BUILDER: 11/07/07 Lennar Central Florida N LEGAL ADDRESS: 00 N O MODEL: W Brentwood No Lanai °M" G/L DESIGN CRITERIA: Roofing materials • Shingle STOCKTRUSS Wind speed -120 mph 19900 Independence BW,, Groveland, FL 34736 SCALE: NTS. DATE: 9/11/07 DRAWN BY: A.E. JOB No. B13767.2 GENERAL NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. IT IS TO INDICATE ROOF, CEILING SLOPES AND HEIGHTS ONLY. 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ALSO, TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS TO HOME BUILDER FOR FINAL APPROVAL BEFORE FABRICATION. 3• ALL ROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS AND ELEVATIONS. 4. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS, AND ELEVATIONS FOR BEARING HEIGHTS. 5. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 6. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 7. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING. 8. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A: ALL CEILING HUNG SOFFITS AND SOFFITS W/ CABINETS AS SHOWN ON PLANS. B: ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 9. REFER TO MAN. SPECS. FOR INSTALLATION REQ. OF ALL HARDWARE BEFORE INSTALLATION. 10. PROVIDE BRACING AND BLOCKING PER HIB -91 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS 11. ALL FACIA BOARD TO BE 2x4 U.N.O. 12. PROVIDE 2 LAYERS OF UNDERLAYMENT FOR ROOF SLOPES FROM 2:12 UP TO 4:12, PER THE 2004 FLORIDA RESIDENTIAL BUILDING CODE W/2006 SUPL, CHAPTER 9. ROOF FRAMING NAILING SCHEDULE ROOFS/CEILINGS: SHEATHING TO BE 15/32" APA - RATED FOR TILE OR 7/16" APA - RATED FOR SHINGLE - FASTENING WITHIN 4'-0" OF GABLE END EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 4" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL@6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. NOTE: FASTENING PATTERN ASSUMES STANDARD TRUSS SPECIFIC GRAVITY OF G > .49. IF G <.49, THEN INCREASE NAILING IN FIELD TO 6" O.C. (INTERMEDIATE AREAS) - SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS(TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. - SHEATHING JOINTS ARE REQUIRED TO BE STAGGERED PER FRBC 2004/06 EDITION. SHEATHING JOINTS SHALL BE PLACED NO LESS THAN 2'-0" O.C. NAILS: - NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d COMMON, RING SHANK, WITH THE FOLLOWING MINIMUM DIMENSIONS: - .113" SHANK DIIA. -.125" RING DIA. -16 RINGS PER INCH -.28" FULL ROUND HEAD DIA. - 2" NAIL LENGHT ROOF VENTS 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FRBC 2004 EDITION W/2006 SUPL. 4. ROOF VENT AREA FORMULA: SQ. FT. OF CLG. = AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE AUG 05 RFVIRIONS 14 H 11/07/07 f2 W J N >- 00 N O W N O LUQ¢ W W I— M O) w �- °° O O o ma__ c J Ilk 0 1* QC I—_ W Lo W CO w V J V/ O= J J O N Jwaw Z 0 w M _zaooz U Z r0a �3ZZU) a z t0)N UQEQ•a-0 y40 WU (0 (0 .0 � N 0 zzzz= O O � � J J 0 Mi H / N C)U U -� O ,i 01-1 _ DATE: (/i W 0) N H U H (n W0 � ~a ¢ J U Ou. U Ww LU W U UJ U) YE Z N Z F J Z M o �Q �)� o M �._. U ,AUJ J = 2 >c } SHEET W S= 0 cn 0° 0 pp�o 19t • �~• N N V O a J a � �z¢ o W oe 9z4 U O Vzre o�Zwo O g FW-- W f- X O N F-'m�oac~i�l�; `" �OU�mcn �- ILL! C) CZ)U) Z.U=))ogti ¢Za0Zm ZJ"'oo IM r—w02Zwg IXpU_ S�a�Za�00Q¢ &�= ZI_ M(=NgcoSn JL(.I O a J rI H H W N >- N O W y 0 LUQ¢ W W I— -v UU O O z LLJ O J Ilk Q w W Lo W CO w V J V/ M= 0 U Q_J &f-.2 COm) 0 o�Zwo O g FW-- W f- X O N F-'m�oac~i�l�; `" �OU�mcn �- ILL! C) CZ)U) Z.U=))ogti ¢Za0Zm ZJ"'oo IM r—w02Zwg IXpU_ S�a�Za�00Q¢ &�= ZI_ M(=NgcoSn JL(.I O a J rI H H N y OII G c C O \� /- y �.cOi u (O D_ `C. ONC y�q,0 -v UU 20,80 15 LLL C) ~• V J V/ >E' LU U0 &f-.2 COm) UWJ0C (CO &�O"0pY��' "`" CD ymooc ',_ �LD a 5ol-82 c_ d' ZF t0)N UQEQ•a-0 y40 WU (0 (0 .0 � N Z J / m DATE: 12/15/06 0 SCALE: x 2 } SHEET 0 S4 ALL LAPS IN MASONRY 25" MIN. ALL LAPS 48 BAR DIAMETER MIN RUNNING BAR #5 CORNER BAR FILLED CELL TYP CORNER VERT. WALL REINF 1 OR 2 STORY EXT. BRG. SCALE: N.T.S. WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED ANQ NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. W (1)#5 IN TIE BEAM BAR IN PRECAST LINTEL (2)#5's VERTICAL IN CONCRETE FILLED CELL (1)#5 VERTICAL IN CONCRETE FILLED CELL (PER PLAN) ENTIRE COLUMN TO BE CONCRETE FILLED W/ 3000 PSI CONCRETE NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES DETAIL AT GARAGE DOOR OPENING 2X6X12P.T. CENTER BUCK 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK �L OF OPENING 2 X 6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (4) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 22" O.C.) START BOLTS AFTER GARAGE CURB (8" MAX.) OVERHEAD GARAGE DOOR BUCK FRAMING SCALE: N.T.S. FILL TIE BEAM COARSE SOLID NOM. 8" CMU In 00 =am OQ TIE BEAM DETAIL (1)#5 CONT. IN TIE BEAM COARSE ROVIDE HANGERS TO HOLD �AR IN PLACE DURING POUR, EFER TO MAN. SPECS. FOR PACING REQUIREMENTS IF EQUIRED *HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED AND 2" HOLD IS MET ?ROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED SCALE: N.T.S. BUCK SPECIFIED BY WINDOW[DOOR MANUFACCTURER NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FRBC 2004 W/ 2006 SUPL. 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 11/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROWS OF 10dX3" NAILS STAGGERED012" O.C. @EA. SUCCESSIVE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 8d NAILS @16" O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. WINDOW & DOOR BUCK ATTACHMENT DETAIL AUG 05 Z 0 Q 0 Ir O U Z W J m co 0 x a: a O v REVISIONS 5 02/20/07 W J N �U) 00W o wH Lu N M Wui m 0 of c 1 cli N r i �awaw p N z Z Z w w M 4 V Q J Z > xx 0a LL3zZW a ~ z Z Z Z Z F Lu O J O O LL LLJJ V§639 0 Ir � W Lu _1 N a 4 w H = J H W W vSvwW 0 CA�fnZ2 = Z = 0 W J ¢ Zul IN O N ►-¢� v- 0 U M� V m I_% w = = Z �17- 3 u 0° cps o <'u • y Z O U) da a � o •~` i^ Gl O Lcu O a =zM -, W- C 82. -)o ZLu WLUCa Cc O owl V MIN CL Lu 0UZ0 O 04 0 ~�zviH= Q oi menoac~nW C) `n OmOUrm(n d- z� z�vZ0(nw oo�ti z�zc�i�zc) U zJma �wo�ZLu (� �_0 aha Jowa d a?Zr- �mmQcn Z ZccnngcD J Waa� J ci W I� � IQs � U) mono °�o$$ m a $�at�c�rc�o o co y '3 O (D; •Ub 11>0 i'a 3: 0'00 pJ CN ' NID 0 CC.�l CNO n:sp'O N E }C > O'ym?c0 QC U 7 c gcnm m o $ c w 6E -o -o " yri'- cWcc a>,cc - a�U m m .Q +.. 0 DATE: 12/15/06 SCALE: SHEET SD w W N �U) N O wH Lu H LU Lu _zw O 0 O Lu _3 W W Lo LUQ C3 w m Q J O CL Lu 0UZ0 O 04 0 ~�zviH= Q oi menoac~nW C) `n OmOUrm(n d- z� z�vZ0(nw oo�ti z�zc�i�zc) U zJma �wo�ZLu (� �_0 aha Jowa d a?Zr- �mmQcn Z ZccnngcD J Waa� J ci W I� � IQs � U) mono °�o$$ m a $�at�c�rc�o o co y '3 O (D; •Ub 11>0 i'a 3: 0'00 pJ CN ' NID 0 CC.�l CNO n:sp'O N E }C > O'ym?c0 QC U 7 c gcnm m o $ c w 6E -o -o " yri'- cWcc a>,cc - a�U m m .Q +.. 0 DATE: 12/15/06 SCALE: SHEET SD w EATHING W/WRAP /8" STUCCO kPERBACK LATH UND BREAK RAINAGE PLANE (WRB). VERLAP CONTROL BEAD ASHING & MEMBRANE TRIP OVER WOOD FRAME/ ASONRY INSULATION. IEMBRANE BRIDGE FLASHING. TRIP TO COVER WOOD FRAME/ IASONRY INTERSECTION UNDER ONTROL BEAD FLASHING. EXTEND " BELOW THE C.M.U. _OOR LINE CONTROL BEAD -ASHING W/DRIP EDGE. /8 STUCCO OVER IASONRY/BLOCK 8B WEEP SCREED DETAIL WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. 7/16" OSB -- NAILING PER SCHEDULE JOINT STUD GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATWISE (2) 16d NAILS EACH END NOTE: v 1/2" PLYWOOD OR 7/16" O.S.B. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS. SPLICE PREFERRED MIN. 1'-0" BELOW TOP PLATE PER DETAIL 10/SD2. HOWEVER, AS AN ALTERNATE, SPLICE CAN BE MIN. 1'-0" ABOVE BOTTOM PLATE. O9 SHEATHING UPLIFT WALL SPLICE " 5/8 TYPE X GYP. BD. CLG. 1x2 PT NAILER d PRECAST CMU LINTEL @ OPENING MARBLE SILL 1X2 P.T. FURRING @ 2'-0" D.C. PRECAST CONC. SILL TYP. @ ALL WINDOWS R4.1 INSUL. BETWEEI` 3/4" FURR STRIPS 1X4 P.T. NAILER WOOD BASE 4" CONC. SLAB PER PLAN PRE-ENGINEERED WD TRUSS, 24" O.C. R-30 INSULATION HURRICANE ANCHOR AT EACH TRUSS (REFER TO ROOF PLAN) ASPHALT SHINGLES ON (APPLIED ACCORDING TO MANUF. SPEC.) 15# ROOF FELT ON ROOF SHEATHING ON ROOF TRUSSES. ELEVATION VARIES TOP OF MASONRY ALUM. DRIP EDGE 2x6 CONT. SUBFASCIA �— VENTED ALUM. SOFFIT TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG WINDOW 'cn PER FLOOR PLAN EXTERIOR FINISH (SEE ELEVATIONS) VERT REINF. BEYOND 8x8x16 CONC BLOCK O5 WALL SECTION W/ CMU /MONO tEu MAIN FLOOR ° A ELEV 0'-0" 'd o 4 0 s III—III �` ' 4 a° 16" 0'0" - 4'-5" 4'-5" - 8'-0" =1 I— 4 I—I I I—_P 24" 0%0" - 4'-0" 4'-0" - 7'-0" 7'-0" -10'-0" 10'-0" -14'-0" —_ - CLEAN COMPACTED ro — I I III=III—III -1 11=1 I I III—I I—I I III . I POISON TREATED i I I—III— i FILL 14' Z¢�oM � V REFER FOUNDATION U ¢ Z PLAN FOR FTG. _J INFORMATION O5 WALL SECTION W/ CMU /MONO NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" SIMPSON MTS12 IF LSTA18 - STRAP LOOKOUTS REQ'D 2X4 SPF BLOCKING BLKG. @ 1st TRUSS ° @ PANEL EDGES. IF LOOKOUTS REQ'D STRUCT. SHEATHING NAIL SHEATHING @ ° 7/16" MIN. THK. - 2X6 BRACE NAILED ° NAIL w/8d COM. @ 4" O.C. STAGGERED w/ 8d TO SIDE OF GABLE 3" O.C. EDGES & 6" TRUSS CHORDS O.C. FIELD 4'-0" IN LENGTH 10d @ 4" O.C. 2x4 SPF CROSS OR GREATER ° BRACE @ 48" O.C. ° GABLE TRUSS NAIL w/3 -10d AT TOE -NAIL HIPJACKS INTO EACH END & AT — VERTICAL WEBS (OR PROVIDE CROSSING AT 45*% °LH8 BLOCKING) w/3 -10d. ANGLE BLOCKING IF NEC. w/3 - ° END. USSE P OF "T" TO GABLE °/2-12d & (1) SIMPSON CONTINUOUS 2X4 SPF -10d x 11/2" @ 48" O.0 2X4 SPF BLOCKING SPANNING (4) TRUSS SIMPSON HETA 20 BETWEEN TRUSSES BAYS (8 FT) NAILED TO w/14 -10d X 11/2 @ 48" O.C. MAX. TO 2x4 BLOCKING @ 4" O.C. EXTEND 4 BAYS w/12d & 2-12d TO CHORD 5/8" OR 1/2" CEILING DENSE GYPSUM _ WALL BOARD FASTENED W/ 8d COOLER NAILS OR 11/4" LONG DRYWALL SCREWS COMPLYING W/ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 48" O.C. (TYP) 4 BAYS - OFFSET GABLE END BRACING w/o VOLUME CEILING NOT TO SCALE 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. -------- 7___ (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2)16d NAILS. GABLE BRACING @ 48" Q.C. MAX. 45° FROM — HORIZONTAL (+/-10°) BRACE NOT REQUIRED 6' FROM EAVES. LINTEL COURSE MASONRY *** NOTE: SEE L -BRACING TABLE THIS SHEET FOR TRUSS BRACING REQUIREMENTS 11A *** NOTE: SEE L -BRACING TABLE THIS SHEET FOR TRUSS BRACING REQUIREMENTS 12 GABLE END BRACING @FRAME WALL _ w/o VOLUME CEILING SCALE: 3/4" *NOTE SEE DETAIL 7/SD3 FOR SHEATHING @ OPENINGS AND NAILING SCHEDULE REFER TO, PLANS FOR � EXACT SIZE OF O.H. 11 1-4 MAX.. **SHEAR WALLS TO BE SHEATHED ON ONE SIDE W/ 7/16" O.S.B. STAGGERED, BLOCK ALL EDGES, STUDS @ 16", O.C. 8d RING SHANK NAILS. FASTEN 4" O.C. PANEL EDGES AND 12" O.C. FIELD.** 2x DBL. TOP PLT. 2x STUDS @ 16" O.C. MID SPAN BLOCKING PANEL EDGE 2X BLOCKING SEE DTL. 9/SD2 2x PT BOT. PLATE. ANCHOR PER PLAN MIN. TOE NAILS TO PLT, NT. 2X4 'S @ 24" O.C. GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. USP HGA-10 @ 48" O.C. DBL. 2x TOP PLT. SIMPSON H-10 DIAGONAL TO TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. RFvlgll C 14 "L" BRACING REQUIREMENTS LJJN _ STUD SPACING NO(1) "L" BRACE 2"x4" ' L BRACE (2) 2"x4" , L BRACE (2) 2"x6" L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" -12'-0" 12'-0" -16'-0" 24" 0%0" - 4'-0" 4'-0" - 7'-0" 7'-0" -10'-0" 10'-0" -14'-0" SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING _I \W NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" SIMPSON MTS12 IF LSTA18 - STRAP LOOKOUTS REQ'D 2X4 SPF BLOCKING BLKG. @ 1st TRUSS ° @ PANEL EDGES. IF LOOKOUTS REQ'D STRUCT. SHEATHING NAIL SHEATHING @ ° 7/16" MIN. THK. - 2X6 BRACE NAILED ° NAIL w/8d COM. @ 4" O.C. STAGGERED w/ 8d TO SIDE OF GABLE 3" O.C. EDGES & 6" TRUSS CHORDS O.C. FIELD 4'-0" IN LENGTH 10d @ 4" O.C. 2x4 SPF CROSS OR GREATER ° BRACE @ 48" O.C. ° GABLE TRUSS NAIL w/3 -10d AT TOE -NAIL HIPJACKS INTO EACH END & AT — VERTICAL WEBS (OR PROVIDE CROSSING AT 45*% °LH8 BLOCKING) w/3 -10d. ANGLE BLOCKING IF NEC. w/3 - ° END. USSE P OF "T" TO GABLE °/2-12d & (1) SIMPSON CONTINUOUS 2X4 SPF -10d x 11/2" @ 48" O.0 2X4 SPF BLOCKING SPANNING (4) TRUSS SIMPSON HETA 20 BETWEEN TRUSSES BAYS (8 FT) NAILED TO w/14 -10d X 11/2 @ 48" O.C. MAX. TO 2x4 BLOCKING @ 4" O.C. EXTEND 4 BAYS w/12d & 2-12d TO CHORD 5/8" OR 1/2" CEILING DENSE GYPSUM _ WALL BOARD FASTENED W/ 8d COOLER NAILS OR 11/4" LONG DRYWALL SCREWS COMPLYING W/ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 48" O.C. (TYP) 4 BAYS - OFFSET GABLE END BRACING w/o VOLUME CEILING NOT TO SCALE 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. -------- 7___ (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2)16d NAILS. GABLE BRACING @ 48" Q.C. MAX. 45° FROM — HORIZONTAL (+/-10°) BRACE NOT REQUIRED 6' FROM EAVES. LINTEL COURSE MASONRY *** NOTE: SEE L -BRACING TABLE THIS SHEET FOR TRUSS BRACING REQUIREMENTS 11A *** NOTE: SEE L -BRACING TABLE THIS SHEET FOR TRUSS BRACING REQUIREMENTS 12 GABLE END BRACING @FRAME WALL _ w/o VOLUME CEILING SCALE: 3/4" *NOTE SEE DETAIL 7/SD3 FOR SHEATHING @ OPENINGS AND NAILING SCHEDULE REFER TO, PLANS FOR � EXACT SIZE OF O.H. 11 1-4 MAX.. **SHEAR WALLS TO BE SHEATHED ON ONE SIDE W/ 7/16" O.S.B. STAGGERED, BLOCK ALL EDGES, STUDS @ 16", O.C. 8d RING SHANK NAILS. FASTEN 4" O.C. PANEL EDGES AND 12" O.C. FIELD.** 2x DBL. TOP PLT. 2x STUDS @ 16" O.C. MID SPAN BLOCKING PANEL EDGE 2X BLOCKING SEE DTL. 9/SD2 2x PT BOT. PLATE. ANCHOR PER PLAN MIN. TOE NAILS TO PLT, NT. 2X4 'S @ 24" O.C. GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. USP HGA-10 @ 48" O.C. DBL. 2x TOP PLT. SIMPSON H-10 DIAGONAL TO TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. RFvlgll C 14 11/07/07 LJJN _ 00 Lu WJ � z N W0Lu I-_ N Lu O W00 M a ti 0 p eco=� Ea �U�Nco�u.LL3 _I \W �waJ Z Q > w to M Z¢�oM � V m U ¢ Z 3 U Q:-3 _J <J � azZw 0 z NUwmt2 +wyya y C O O O zzzz LLJ c p aN� N�7 TO N:�2, La aaao� Z O in rn U M morL y �ti N w w ¢ J W Q ti U R U W w W Z U cnZoZv�Z� zo vt H Q H ccs ¢ �._----- LO O M m- DATE: 12/15/06 Lu 0 cn m � 8 N 21 40 ui.. ;�• J O za I—a c O W rsWm nc yz U z - O Lua §9qz� C U) O N �W o5zo -�8Lu '�— =Qzvi�= w00z=!PW 0 W mm0¢cnM omoUwmcnCL z� z 0zd53w 44 H O W O Z J O p J N ZF-zcn00m U zJMo ~wo�zwg (� L 0 cL J�pwa ¢ oF— �m5Qcc75 Z CL J w O Q 7 J rI .� [14] LJJN _ �� N W0Lu I-_ N tnr 10 3t; N 0 Lu LLJ 07 0 t z L1J O Ea �U�Nco�u.LL3 _I \W z LLJ Ln C� Q > W U-1 C D U G m )LU <J U) O N �W o5zo -�8Lu '�— =Qzvi�= w00z=!PW 0 W mm0¢cnM omoUwmcnCL z� z 0zd53w 44 H O W O Z J O p J N ZF-zcn00m U zJMo ~wo�zwg (� L 0 cL J�pwa ¢ oF— �m5Qcc75 Z CL J w O Q 7 J rI .� [14] SCALE: x ca ym, SHEET SD 2 0 AUG 0 5 2008 O N L10 a'S a+ N ✓ C N tnr 10 3t; N O cA~QN N .2 0�'mE (n Ce$ Ea �U�Nco�u.LL3 ^� G NCN�gcptF,Fgp cCDi Z )LU 0 W +wyya y C O O J c p aN� N�7 TO N:�2, 0 c�G- >C T N G y o• mc. n U CD 7S Z NU c" a--• c6 . G) ./ Z LdJ m DATE: 12/15/06 0 SCALE: x ca ym, SHEET SD 2 0 AUG 0 5 2008 ADDITIONAL NOTES: ALL CONNECTIONS TO BE CONVERTED TO USP USING THIS CHART * MINIMUM 3" MEMBER ** REACTION ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS PROVIDE TEMPORARY AND PERMANENT BRACING PER PLAN DETAILS, TRUSS ENGINEERING DRAWINGS, AND TPI HIB -91 WHERE "H" INDICATED @ CMU, USE 3/4" DIA. THREADED ROD EMB. 6" MIN, USING SIMP. "SET" SYSTEM (HIGH STRENGTH EPDXY) OR EQUAL WHERE "S" OR "I" INDICATED @ CMU, USE 5/8" DIA. THREADED ROD EMB. 6" MIN, USING SIMP. "SET" SYSTEM (HIGH STRENGTH EPDXY) OR EQUAL USE (3) 0.131" X 3-1/4" PASELODE GUN NAILS FOR JACK TO HIP GIRDER CONNECTION @ TOP & BOTTOM USE (1) MTW-16 @ 4" O.C. (MAX.) FOR VALLEY TRUSS TO TRUSS BELOW CONNECTION (MIN) WHERE (2) ANCHORS INDICATED AT A BEARING CONDITION, APPLY ONE TO EACH SIDE OF TRUSS WHERE "C" INDICATED @ HIP CORNER JACKS, ANCHOR CARRYING MEMBER TO TOP & BOTTOM CHORDS, IN ADDITION TO (3) 0.131" GUN NAILS NAIL SIZE AND QUANTITY PER MANUFACTURER DATA TYP. TRUSS CONNECTIONS UNLESS NOTED OTHERWISE 1 -PLY TRUSS TO MASONRY WALL OR TIE BEAM: USP HTA2O -1615 # U. L. 1 -PLY TRUSS TO FRAME WALL OR WOOD BEAM: USP RT16 - 990 # U.L. 1 -PLY HIP TRUSS TO FRAME WALL OR WOOD BEAM: USP HHCP2 - 520 # U.L. TRUSS TO TRUSS HANGER SCHEDULE 1 -PLY TRUSSES - USP THD26 1 -PLY JACK TRUSSES - USP JL26 2 -PLY TRUSSES - USP THDH21O-2 3 -PLY TRUSSES - USP THDH21O-3 VAULTED OR SKEWED TRUSSES 1 -PLY - USP - LSSH21O 2 -PLY - USP - LSSH31 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. 2- SIMPSON HETA20 w/14 -10d COMMONS TYP. 8" MASONRY WALL/LINTEL I , ,I I' I UPLIFT CAPACITY - 2500 LB. GIRDER/MAS. WALL GIRDER BM. OR WOOD TRUSS (LVL SHOWN) NO SCALE REV. 8/9/00 PJM THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL / TYPICAL EXT. FRAME CORNER 450 SCALE: 1" =1'-0" REV. 2/28/01 PJM ER 17" CORNER TYPICAL "T" AND CORNER DETAIL SCALE: N.T.S. 2"x TOP F 2"x P.T. PLATE , �� ♦ V I I I 1 L SIMPSON HETA20 w/12 -10d x 11/2" I I I 1 I I l TYP. 8" MASONRY _/ WALL/LINTEL GIRDER TRUSS/MAS. WALL GIRDER BM. OR WOOD TRUSS (WOOD TRUSS SHOWN) NO SCALE REV. 10/10/00 PJM THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL UPLIFT CAPACITY -1810 # OA /A 411 An rvo TYPICAL EXT. FRAME CORNER SCALE: 1" = 1'-0" AIN. SPACE 211x STUD @ 24" O.C. MAX. TYPICAL INTERIOR NON-BEARING SCALE: N.T.S. NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL •a RM SPLICE (12) 16d COMMON NAILS 6/SIDE - 3" O.C. STAGGERED srBNM�ry TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 2 - S.P.F. CONST. GRADE TOP PLATE B SPLICE MIN 48" APART -11- if I - I�' F I I II II II NAIL AT BASE 3" O.C. W/8d RING SHANK NAIL II I I II III I I II II II © NAIL AT TOP PLATE (2) ROWS OF 3" O.C. W/8d RING SHANK NAIL It p II I it III c III I II II II NAIL OPENING PERIMETER @ 3" O.C. W/8d SII II I II OPENING © RING SHANK NAIL II II II III c III II I II II @ NAIL INT. AT 6" O.C. W/8d RING SHANK NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. II II II II III - , -. -III II II E II I w/8d RING SHANK NAIL - USE BLOCKING @ ALL UNSUPPORTED JOINTS NO SPLICE @ HEADER - NAIL AIII I I II III II II II I SHEATHING 0 AOR III II II III II II II I O HEADER W/8d RING SHANK NAIL@4" o/c �I—ISL A—IL- A - 2x8 P.T. SILL PLATE A 2x4 P.T. BASE PLATE (2 STORY ONLY) WALL SHEATHING INSTALL. & NAILING SCHED. /7� NO SCALE @ 8" 0/C BOTTOM SPLICE OVER STUD RFVISInIVS 1400 cnO UPLIFT CONNECTION CROSS-REFERENCE W J �/� W N .0 N o m o c°oQi.� o ` $ SIMPSON PRODUCT w O USP PRODUCT CONNECTOR 04 M O) M CAPACITY FASTENERS CONNECTOR CAPACITY o C,6 FASTENERS p.ZNCUCTE - y'cL N o.N SYP SPF dW Z SYP SPF -EA -.-HDR 485 (L x A3 425 365 -10d x 14/2F' & JO A-34 365 315 8-8d x 1-1/2" MP34 525 455 8-8d x 1-1/2" A35 645 600 12-8d x 1-1/2" MPA1 505 435 12-8d x 1-1/2" ABU44 2200 2200 12-16d & 5/8" ANCHOR PAU44 2535 2535 12-16d BP3 N/A N/A 3X3X1/4 PLATE & 5/8" BOLT BP583 N/A N/A 3x3x1 4" Plate & 5/8" Bolt Rod CC68 4040 4025 6-5/8" BOLTS KCC68 4025 4025 6-5/8" Bolts H2.5 415 365 10-8d lRT7A 670 590 10-8d H2,5A 600 535 10-8d RT7 585 585 10-8d x 1-1/2" '8-8d H3 455 320 8-8d x 1-1/2" RT3 550 510 x 1-1/2" H5 465 265 8-8d x 1-1/2" RT5 540 520 8-8d x 1-1/2" H7 NOT LISTED NOT LISTED RT20 1200 1065 22-10d x 1-1/2" H-8 745 565 10-10d x 11/2" LTW12 735 630 12-10d x 1-1/2" H10 990 850 16-8d x 1-1/2" RT16 1030 1030 8-8d x 1-1/2" & 8-10d H14 1350 1050 12-8d x 1-1/2" & 15-8d I RT16 1030 1030 8-8d x 1-1/2" & 8-10d HCP2 605 520 12-10d x 1-1/2" lHHCP2 630 580 20-10d x 1-1/2" HD2A * 2775 2570 2-5Z8" DIA.BOLTS JTD2 3435 3435 2-5/8" DIA. BOLTS HDSA * 3705 3130 2-5/8" DI BOLTS, TD5 4180 4180 2-3/4" DIA. BOLTS HD6A * 4405 3680 2-7/8" DIA. BOLTS T 6 66 3-3/4" DIA. BOLTS HDQ8 8325 7210 20 SDS 1/4 X 3" & 7/8" ANCHOR UPHD8 11250 11250 24-WSC & 1-7/811 ROD HETA16 1810 1810 10-10d x 11/2" HTA16 1615 1585 14-10d x 1-1/2" HETA20 HGA10 1810 940 1810 1 435 10-10d x 11/2" 4-WS15 TRUSS 4-W53 PLATE HTA20 HGAIO 1615 1285 1585 080 14-10d x 1-1/2" 4-WS15 TRUSS, 4-WS3 PLATE HGT-2 10980 6485 2-5 8"DIA BOLTS & 8-10d HUGT2 9505 6545 2-5/8" DIA. BOLTS & 8-10d HGT-4 9250 9250 16-10d & 2-3/4" TH ROD HUGT4 9770 9770 8-10d & 2-3/4" Th Rod HGUS210-2 3620 3050 62-16d THDH210-2 3970 3970 58-16d HTS20 1450 1245 20-10d & 24-10d x 1-1/2" HTW20 1530 1315 24-10d x 1-1/2" HTT16 4175 3695 5/811 ROD & 18-16d HTT16 4290 4290 5/8" Rod & 18-16d HTT22 5260 5250 32-16d SINKERS HTT22 53702-16d HU28 480 575 6-16d & 4-10d x 1-1/2" HD28 510 615 6-16d &4-10d x 1-1/2" HU412 1570 1570 22-16d FACE & 10-10d JOIST HD412 1825 1825 22-16d FACE & 10-10d JOIST HUC412-2 1810 1810 22-16d FACE & 10-10d JOIST HD4121F 1825 1825 22-16d &10-10d HUS26 1550 1550 20-16d x 3-1/2" 1 HUS26 1925 1925 18 -16d,16 -10d x 1-1/2" HUS28 2000 1720 30-16d x 3-1/2" IHUS28 2570 2570 28-16d 16-10d1-1 2" HUS410 2590 2590 16-16d I HUS410 2210 2210 16-16d HUSC412 3240 2700 10-16d JOIST & HDR HUSC412 30600 10-16d JOIST & HDR ITT411.88 285 285 6-10d & 2-10d x 1-1/2" TH035118 295 295 18-10d & 2-10d x 1-1/2" IUT312 255 255 10-10d x 11/2" & 2-10d x 1-1/2" THF25112 295 295 18-10d & 2-10d x 1-1/2" LGT2 2150 1850 30-16d SINKERS LUGT-2 2260 1945 30-16d SIMKENS LSTA24 1235 1235 18-10d LSTA24 1305 1305 22-10d x 1-1/2" LSTA30 1640 1640 22-10d ILSTA30 1305 1305 22-10d x -1/2" LSTA36 1640 1640 24-10d LSTA36 1740 174 26-10d x 1-1/2" LU26 490 565 6-10d & 4 -10d x 1-1/2" JL26 490 590 6-10d & 4-10d x 1-1/2" LUS26 1165 935 8-10d x 3" JUS26 1050/1115 1115 8-10d MBHA 3775 3775 1 -ATR 3/4" x 8" & 18-10d NEM3X12SK45LEFT 3450 3450 1-1/2" J Bolt & 14-10d 1450 1450 9-10d x 1-1/2" HTA1 18 1400 1400 14-10d x 1-1/2" -META16 MGT 3965 3330 22-10d & 1-5/8" TH ROD IMUGT15 3965 3330 22-10d & 1-5 8" TH Rod MST60 6490 6760 56-16d MSTA-21 1460 1215 18-10d MSTA21 1305 1215 16-10d MSTA-24 1640 1370 16-10d M TA24 1640 1370 18-10d MT 1030 14-1 Od MTS16 1000 840 24-16d 1030 " MTW90 11 q.9 1030 4455 4455 94- I x 20 1 -MTT9RR 90,110 -Rd 9-1 6d IIA51 9990 999c) 11 16-1 Od x 1-1 -PA51 V885.760 .19 SP4 6-10d x 1-1/2" SPT4 1885 1885 6-10d x 1-1/2" THJA26-Hip/Jack 1960 1 785 20-16d & 6-10d x 1-1/2" HJC26 11840 11625 16-16d & 7-16d ADDITIONAL NOTES: ALL CONNECTIONS TO BE CONVERTED TO USP USING THIS CHART * MINIMUM 3" MEMBER ** REACTION ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS PROVIDE TEMPORARY AND PERMANENT BRACING PER PLAN DETAILS, TRUSS ENGINEERING DRAWINGS, AND TPI HIB -91 WHERE "H" INDICATED @ CMU, USE 3/4" DIA. THREADED ROD EMB. 6" MIN, USING SIMP. "SET" SYSTEM (HIGH STRENGTH EPDXY) OR EQUAL WHERE "S" OR "I" INDICATED @ CMU, USE 5/8" DIA. THREADED ROD EMB. 6" MIN, USING SIMP. "SET" SYSTEM (HIGH STRENGTH EPDXY) OR EQUAL USE (3) 0.131" X 3-1/4" PASELODE GUN NAILS FOR JACK TO HIP GIRDER CONNECTION @ TOP & BOTTOM USE (1) MTW-16 @ 4" O.C. (MAX.) FOR VALLEY TRUSS TO TRUSS BELOW CONNECTION (MIN) WHERE (2) ANCHORS INDICATED AT A BEARING CONDITION, APPLY ONE TO EACH SIDE OF TRUSS WHERE "C" INDICATED @ HIP CORNER JACKS, ANCHOR CARRYING MEMBER TO TOP & BOTTOM CHORDS, IN ADDITION TO (3) 0.131" GUN NAILS NAIL SIZE AND QUANTITY PER MANUFACTURER DATA TYP. TRUSS CONNECTIONS UNLESS NOTED OTHERWISE 1 -PLY TRUSS TO MASONRY WALL OR TIE BEAM: USP HTA2O -1615 # U. L. 1 -PLY TRUSS TO FRAME WALL OR WOOD BEAM: USP RT16 - 990 # U.L. 1 -PLY HIP TRUSS TO FRAME WALL OR WOOD BEAM: USP HHCP2 - 520 # U.L. TRUSS TO TRUSS HANGER SCHEDULE 1 -PLY TRUSSES - USP THD26 1 -PLY JACK TRUSSES - USP JL26 2 -PLY TRUSSES - USP THDH21O-2 3 -PLY TRUSSES - USP THDH21O-3 VAULTED OR SKEWED TRUSSES 1 -PLY - USP - LSSH21O 2 -PLY - USP - LSSH31 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. 2- SIMPSON HETA20 w/14 -10d COMMONS TYP. 8" MASONRY WALL/LINTEL I , ,I I' I UPLIFT CAPACITY - 2500 LB. GIRDER/MAS. WALL GIRDER BM. OR WOOD TRUSS (LVL SHOWN) NO SCALE REV. 8/9/00 PJM THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL / TYPICAL EXT. FRAME CORNER 450 SCALE: 1" =1'-0" REV. 2/28/01 PJM ER 17" CORNER TYPICAL "T" AND CORNER DETAIL SCALE: N.T.S. 2"x TOP F 2"x P.T. PLATE , �� ♦ V I I I 1 L SIMPSON HETA20 w/12 -10d x 11/2" I I I 1 I I l TYP. 8" MASONRY _/ WALL/LINTEL GIRDER TRUSS/MAS. WALL GIRDER BM. OR WOOD TRUSS (WOOD TRUSS SHOWN) NO SCALE REV. 10/10/00 PJM THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL UPLIFT CAPACITY -1810 # OA /A 411 An rvo TYPICAL EXT. FRAME CORNER SCALE: 1" = 1'-0" AIN. SPACE 211x STUD @ 24" O.C. MAX. TYPICAL INTERIOR NON-BEARING SCALE: N.T.S. NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL •a RM SPLICE (12) 16d COMMON NAILS 6/SIDE - 3" O.C. STAGGERED srBNM�ry TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 2 - S.P.F. CONST. GRADE TOP PLATE B SPLICE MIN 48" APART -11- if I - I�' F I I II II II NAIL AT BASE 3" O.C. W/8d RING SHANK NAIL II I I II III I I II II II © NAIL AT TOP PLATE (2) ROWS OF 3" O.C. W/8d RING SHANK NAIL It p II I it III c III I II II II NAIL OPENING PERIMETER @ 3" O.C. W/8d SII II I II OPENING © RING SHANK NAIL II II II III c III II I II II @ NAIL INT. AT 6" O.C. W/8d RING SHANK NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. II II II II III - , -. -III II II E II I w/8d RING SHANK NAIL - USE BLOCKING @ ALL UNSUPPORTED JOINTS NO SPLICE @ HEADER - NAIL AIII I I II III II II II I SHEATHING 0 AOR III II II III II II II I O HEADER W/8d RING SHANK NAIL@4" o/c �I—ISL A—IL- A - 2x8 P.T. SILL PLATE A 2x4 P.T. BASE PLATE (2 STORY ONLY) WALL SHEATHING INSTALL. & NAILING SCHED. /7� NO SCALE @ 8" 0/C BOTTOM SPLICE OVER STUD RFVISInIVS 1400 cnO 11/07/07 W J �/� W N .0 N o m o c°oQi.� o ` $ w O J maaiz� 04 M O) M O'LLJ cisF 0 ti 2P- JN ¢O o C,6 p.ZNCUCTE - y'cL N o.N Q ! J W d W dW Z N M ZaQM V U a (L to �WZZw d z z UZ z Ln Z 0 � 0 w O a 0 W J F- U�UJIY IT: o a: 0 Z = 0 p m w rl I'-U�N~ W r Q J Q W UtQUW WLLI W W ti U cA z Z� U� J Z L D U M U Lu J = Z 5 z w Z 4 �CL.s ><. 0 b' pse J CL F zou O W ac o Vco biro Z O = Lu a W >— N N �� 0 wF-F- W 2 —1w H Q 0 w z �— 0 J LLJ LLJ Q :;7 Q�Lu 15 m 0 c� Q J Z Lu C3 I W o 0� O N — H ' O w _ ¢ r �LLzcii�cn wm�zoa(~i),w O P )0vLmcn C- Zrl OON,—OWoz 0 co zzcn0U z� o Z 0�zw 0 O U N 0= aJa-_jO=Q Z CL�z� J w -4;R a0 z O a d' 0 D- O U Q Z z Lai J m (o 0 O i 0 } 0 U DATE: 12/15/06 SCALE: SHEET SID 3 L/ AUG 052O8 cnO UO z V Z5 4)'C C �/� W N .0 N o m o c°oQi.� o ` $ who J maaiz� 06 3~ N� N M 0 2P- JN J W No, oov;�oo 'NO -XN O C++� N aN$:,...'- ED 4 49 QI p.ZNCUCTE - y'cL N o.N O.— (CCCCN�C NUN N.Q++N.— DATE: 12/15/06 SCALE: SHEET SID 3 L/ AUG 052O8 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONCEPT SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO CONCEPT SOLUTIONS, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. NOTE: IF VALLEY TRUSSES ARE SUPPLIED BY TRUSS COMPANY, CONNECT EACH VALLEY TRUSS TO EACH TRUSS BELOW USING (1) SIMPSON VT2-2 OR OTHER SPECIFIED BY TRUSS COMPANY. PROVIDE BLOCKING BETWEEN TRUSSES. POSTS (SEE NOTE#7) N OR GIRDER TRUSS POST CLIPS & BLOCKING 1. INSTALL BASE TRUSSES 2. APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. IF SHEATHING IS NOT APPLIED, PROVIDE 2x4 PURLINS AT 24" O.C. ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY FRAMING. CONNECT PURLINS TO EACH TRUSS WITH (2) 16d NAILS & (1) SIMPSON H2.5 OR EQUAL HURRICANE CLIP. 3. INSTALL 2x4 VALLEY PLATES AS SHOWN ON PLAN VIEW. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 16d NAILS. INSIDE VALLEY PLATE SHOULD BE ALIGNED WITH THE HEELS OF THE RAFTERS. 4. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF THE (a.) GABLE END (b.) GIRDER TRUSS (c.) COMMON TRUSS TO THE ROOF SHEATHING. 5. SET 2x6 No.2 SYP RIDGE BEAM. SUPPORT WITH 2x4 POSTS SPACED 48" O.C.. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. INSTALL 20 SYP BLOCKING UNDER POSTS BETWEEN TRUSSES AND AT INTERSECTION OF RIDGE BOARD WITH ROOF. FASTEN POST TO RIDGE WITH (4)10d NAILS. FASTEN POST TO BLOCKING WITH (3) 10d TOE NAILS & (1) SIMPSON H3 OR EQUAL HURRICANE CLIP OR TWIST STRAP. 6. FRAME VALLEY RAFTERS FROM VALLEY PLATES TO RIDGE. MAXIMUM RAFTER SPACING IS 24" O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM AND TO VALLEY PLATE WITH (3) 16d TOE NAILS & (1) SIMPSON H3 OR EQUAL HURRICANE CLIP AT EACH CONNECTION. 7. SUPPORT THE VALLEY RAFTERS WITH 2x4 POSTS 48" O.C. (OR LESS) ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4) 10d NAILS. FASTEN POST TO TRUSS WITH (3) 10d TOE NAILS & (1) SIMPSON H3 OR EQAL CLIP. FOR PURLIN APPLICATIONS, CONNECT 2x4 POST TO FACE OF TOP CHORD WITH (4) 10d NAILS. CONV. FRAMING & VALLEY DETAIL SCALE: N.T.S. 0 z w 20'-0" C.O a,y MAX ow L E O ONC Nw L (a U)0N 20'-0" MAX RIDGE BOARD - �6�'d€�8 Q�.•>10 L N m CHORD d)iCo�f6pa�i� (D > o ii :a gi -4 19 � 2x6 No.2 SYP BRACE CU UE.OU L�COCC NLC F- CUU m m jDa-� W ! SEE VALLEY RAFTERS CONTINUOUS BOTTOM DETAIL 10B/SD-4\ @ 24" O.C. MAX. BRACING 1 X 4 MIN. SEE DETAIL 1OC/SD4 ICAL P ST LOCATIONS TYPICAL RAFTER Lu CLIP LOCATIONS 2x4 SPF VALLEY PLATES POSTS (SEE NOTE#7) N OR GIRDER TRUSS POST CLIPS & BLOCKING 1. INSTALL BASE TRUSSES 2. APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. IF SHEATHING IS NOT APPLIED, PROVIDE 2x4 PURLINS AT 24" O.C. ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY FRAMING. CONNECT PURLINS TO EACH TRUSS WITH (2) 16d NAILS & (1) SIMPSON H2.5 OR EQUAL HURRICANE CLIP. 3. INSTALL 2x4 VALLEY PLATES AS SHOWN ON PLAN VIEW. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 16d NAILS. INSIDE VALLEY PLATE SHOULD BE ALIGNED WITH THE HEELS OF THE RAFTERS. 4. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF THE (a.) GABLE END (b.) GIRDER TRUSS (c.) COMMON TRUSS TO THE ROOF SHEATHING. 5. SET 2x6 No.2 SYP RIDGE BEAM. SUPPORT WITH 2x4 POSTS SPACED 48" O.C.. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. INSTALL 20 SYP BLOCKING UNDER POSTS BETWEEN TRUSSES AND AT INTERSECTION OF RIDGE BOARD WITH ROOF. FASTEN POST TO RIDGE WITH (4)10d NAILS. FASTEN POST TO BLOCKING WITH (3) 10d TOE NAILS & (1) SIMPSON H3 OR EQUAL HURRICANE CLIP OR TWIST STRAP. 6. FRAME VALLEY RAFTERS FROM VALLEY PLATES TO RIDGE. MAXIMUM RAFTER SPACING IS 24" O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM AND TO VALLEY PLATE WITH (3) 16d TOE NAILS & (1) SIMPSON H3 OR EQUAL HURRICANE CLIP AT EACH CONNECTION. 7. SUPPORT THE VALLEY RAFTERS WITH 2x4 POSTS 48" O.C. (OR LESS) ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4) 10d NAILS. FASTEN POST TO TRUSS WITH (3) 10d TOE NAILS & (1) SIMPSON H3 OR EQAL CLIP. FOR PURLIN APPLICATIONS, CONNECT 2x4 POST TO FACE OF TOP CHORD WITH (4) 10d NAILS. CONV. FRAMING & VALLEY DETAIL SCALE: N.T.S. 0 z w 20'-0" C.O a,y MAX ow L E O 1. INSTALL BASE TRUSSES 2. APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. IF SHEATHING IS NOT APPLIED, PROVIDE 2x4 PURLINS AT 24" O.C. ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY FRAMING. CONNECT PURLINS TO EACH TRUSS WITH (2) 16d NAILS & (1) SIMPSON H2.5 OR EQUAL HURRICANE CLIP. 3. INSTALL 2x4 VALLEY PLATES AS SHOWN ON PLAN VIEW. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 16d NAILS. INSIDE VALLEY PLATE SHOULD BE ALIGNED WITH THE HEELS OF THE RAFTERS. 4. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF THE (a.) GABLE END (b.) GIRDER TRUSS (c.) COMMON TRUSS TO THE ROOF SHEATHING. 5. SET 2x6 No.2 SYP RIDGE BEAM. SUPPORT WITH 2x4 POSTS SPACED 48" O.C.. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. INSTALL 20 SYP BLOCKING UNDER POSTS BETWEEN TRUSSES AND AT INTERSECTION OF RIDGE BOARD WITH ROOF. FASTEN POST TO RIDGE WITH (4)10d NAILS. FASTEN POST TO BLOCKING WITH (3) 10d TOE NAILS & (1) SIMPSON H3 OR EQUAL HURRICANE CLIP OR TWIST STRAP. 6. FRAME VALLEY RAFTERS FROM VALLEY PLATES TO RIDGE. MAXIMUM RAFTER SPACING IS 24" O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM AND TO VALLEY PLATE WITH (3) 16d TOE NAILS & (1) SIMPSON H3 OR EQUAL HURRICANE CLIP AT EACH CONNECTION. 7. SUPPORT THE VALLEY RAFTERS WITH 2x4 POSTS 48" O.C. (OR LESS) ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4) 10d NAILS. FASTEN POST TO TRUSS WITH (3) 10d TOE NAILS & (1) SIMPSON H3 OR EQAL CLIP. FOR PURLIN APPLICATIONS, CONNECT 2x4 POST TO FACE OF TOP CHORD WITH (4) 10d NAILS. CONV. FRAMING & VALLEY DETAIL SCALE: N.T.S. 0 z w 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 3) WHERE 7/16" ROOF SHEATHING IS USED BUILDER TO PROVIDE 2x4 SYP BLOCKING @ 24" O.C. AT HIP TRUSSES TO COMPLY WITH APA SPAN RATING FOR SHEATHING. WHERE 15/32" ROOF SHEATHING IS USED, NO BLOCKING IS REQUIRED AT THIS LOCATION. TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER HIB 91 FIBER GLASS SHINGLES OVER — 15# ROOF FELT ON STRUCTURAL SHEATHING rim 2x4 FILL ADDED 0 ENDS AND SHEATH OUTSIDE 4-10d MIN. 2x4 @ 24" O.C. VENTED SOFFIT 2x6 BRACE @ EA. TRUSS. ADD (1) USP MPA1 w/ 2- 3/16"x1 1/4" TAPCONS SCALE: N.T.S. PRE ENGINEERED TRUSSES IF LONGER TAILS ARE NOT PROVIDED BY TRUSS COMPANY, ADD 2X4 EXTENSION NAILED TO EA. TRUSS MIN. 30" LAP ROOF OVER SLIDING GLASS DOOR CONTINUOUS LATERAL BRACING - NAIL OVER X -BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SCALE = N.T.S. a�u irm +—wo X -BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) NOT TO SCALE PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES SPACE MINIMUM (2)12d PER JOINT 1013' DS 4 6" OVERLAP INIMUM 1"x4" TRUSS BRACING BLOCKING TRUSS BRACING OVERLAP DETAIL(TYP.) 0-84 1 SCALE: N.T.S. SD4 AUG REVISIONS 11 07/30/07 J 00 uia m Lu °r° o WZ K CV ro N waL", z w M zaaooz U � oo. a3zZu w z c: z�zz 0 QQ�z Z 0 C-12 C-1 = fJi W p 0 N�= H w wcwc��w�: J W U¢ 0 w w w V t` CnpCnZh J Z LLJd, iN =Z=0 '� 0 ct m _ W CV = = Z W Z=:39 9 O LL Z Lo Ult ca J J U) oho mo CL ILL] o U Z U, Z 2 2 YJ. U 4 WN N � 0 wF-H W 2 Ww< Q 0 t z LU O uj 0 J�w Z z wLoLU Q Lu uj U m aJ 0 �am Z w O X o N O N � liJ ~pzviP ¢ 'w-- uimmoac~nu' osO0 ,r,mCn �- - z`nL)zov))E ogti Z R z cn zo Z m O z M 0 �QO�Z�Q �' �=CiQ aha J0pwa Q ozr- �mm¢czn�� Z < JWO ado' z 0 a 0 crQ z z w J m w a 0 s cs o= a O 0 20'-0" C.O a,y MAX ow L E O ONC Nw L (a U)0N 20'-0" MAX Ll.l �6�'d€�8 Q�.•>10 L N m CHORD d)iCo�f6pa�i� (D > o ii :a gi -4 19 � "X" BRACE CU UE.OU L�COCC NLC F- CUU m m jDa-� W ! SEE CONTINUOUS BOTTOM DETAIL 10B/SD-4\ BRACING 1 X 4 MIN. SEE DETAIL 1OC/SD4 Lu _ Q Q - - 0 ILJ - - - E - ---- `r O E 3 4 q w 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 3) WHERE 7/16" ROOF SHEATHING IS USED BUILDER TO PROVIDE 2x4 SYP BLOCKING @ 24" O.C. AT HIP TRUSSES TO COMPLY WITH APA SPAN RATING FOR SHEATHING. WHERE 15/32" ROOF SHEATHING IS USED, NO BLOCKING IS REQUIRED AT THIS LOCATION. TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER HIB 91 FIBER GLASS SHINGLES OVER — 15# ROOF FELT ON STRUCTURAL SHEATHING rim 2x4 FILL ADDED 0 ENDS AND SHEATH OUTSIDE 4-10d MIN. 2x4 @ 24" O.C. VENTED SOFFIT 2x6 BRACE @ EA. TRUSS. ADD (1) USP MPA1 w/ 2- 3/16"x1 1/4" TAPCONS SCALE: N.T.S. PRE ENGINEERED TRUSSES IF LONGER TAILS ARE NOT PROVIDED BY TRUSS COMPANY, ADD 2X4 EXTENSION NAILED TO EA. TRUSS MIN. 30" LAP ROOF OVER SLIDING GLASS DOOR CONTINUOUS LATERAL BRACING - NAIL OVER X -BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SCALE = N.T.S. a�u irm +—wo X -BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) NOT TO SCALE PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES SPACE MINIMUM (2)12d PER JOINT 1013' DS 4 6" OVERLAP INIMUM 1"x4" TRUSS BRACING BLOCKING TRUSS BRACING OVERLAP DETAIL(TYP.) 0-84 1 SCALE: N.T.S. SD4 AUG REVISIONS 11 07/30/07 J 00 uia m Lu °r° o WZ K CV ro N waL", z w M zaaooz U � oo. a3zZu w z c: z�zz 0 QQ�z Z 0 C-12 C-1 = fJi W p 0 N�= H w wcwc��w�: J W U¢ 0 w w w V t` CnpCnZh J Z LLJd, iN =Z=0 '� 0 ct m _ W CV = = Z W Z=:39 9 O LL Z Lo Ult ca J J U) oho mo CL ILL] o U Z U, Z 2 2 YJ. U 4 WN N � 0 wF-H W 2 Ww< Q 0 t z LU O uj 0 J�w Z z wLoLU Q Lu uj U m aJ 0 �am Z w O X o N O N � liJ ~pzviP ¢ 'w-- uimmoac~nu' osO0 ,r,mCn �- - z`nL)zov))E ogti Z R z cn zo Z m O z M 0 �QO�Z�Q �' �=CiQ aha J0pwa Q ozr- �mm¢czn�� Z < JWO ado' z 0 a 0 crQ z z w J m w a 0 s cs o= a O 0 DATE: 12/15/06 SCALE: SHEET SID 4 C.O a,y mt�N ke ow L E O ONC Nw L (a U)0N fz Ll.l �6�'d€�8 Q�.•>10 L N m d)iCo�f6pa�i� (D > o ii :a gi -4 19 � yds'-y L jQco (O N O S C CU UE.OU L�COCC NLC F- CUU m m jDa-� W ! DATE: 12/15/06 SCALE: SHEET SID 4