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1210-1260 Twin Trees Ln 11-1621 thru 11-1626 (a){ GENERAL PROJECT NOTES 1. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL RELY ON WRITTEN DIMENSIONS AS GIVEN. DIME IONS SHOWN ARE TO CENTER OF STUD, FINISH FACE OF MASONRY/CONCRETE OR GRIDLINES, UNLESS NOTD OTHERWISE. ALL DIMEN, NS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND COORDINATED WITH ALL OF THE WORK OF ALL T", , S. IF DISCREPANCIES ` E FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE THE COMMENCEMENT OR R - MPTION OF WORK. 2. CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL bRAWINGS. IT SHALL BE 11 CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE IN �`ALLATION OF ANY OF THE NSULTANTS WORK AND TO BRING ANY DISCREPANCIES OR CONFLICTS TO THE ARCHITECTS ATTENTION IN1'RITING, FOR CLARIFICATI 3. THE CONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE ALL NECESSARY PERMITS AND INSPE ; ; ONS. ANY FEES ASSOCIATED WITH, BUT NOT NORMALLY COVERED BY THESE ITEMS, WILL BE THE RESPONSIBILITY OF THE CONTRATOR ,. 4. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT,,;' TRANSPORTATION AND S VICES NECESSARY FOR THE SATISFACTORY COMPLETION OF WORK UNLESS DESIGNATED AS "NOT IN', bNTRACT (N.I.C.) OR "OW, FURNISHED, OWNER INSTALLED" (O.F.O.I). ALL EQUIPMENT, WORK AND MATERIALS SHALL COMPLY WITH i�,LL CURRENT AND LOCAL AP ICsc91E CODES AND GOVERNING REGULATIONS, AND THE CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL PROTECT ALL FINISH WORK AND SURFACES FkOM DAMAGE DURING THE URSE OF CONSTRUCTION AND SHALL REPLACE AND/OR REPAIR ALL DAMAGED SURFACES CAUSED BY CONTRACTOR OR SUBCONT OR PERSONNEL TO THE SATISFACTION OF THE OWNER AND ARCHITECT. 6. UNLESS IT IS SPECIFIED, ACCESS PANELS SHALL BE PROVIDED AND IN", tTALLED WHEREVER REQUI ' D BY BUILDING CODE OR FOR THE PROPER OPERATION OR MAINTENANCE OF MECHANICAL, PLUMBING OR t,IECTRICAL EQUIPMENT. W HER OR NOT INDICATED ON THE DRAWINGS THE CONTRACTOR SHALL COORDINATE SIZE, LOCATION, Af+�??IN'YPE OF ACCESS PANEL W OTHER CONTRACTORS` WORK. NO ACCESS PANEL SHALL BE LOCATED, FRAMED OR INSTALLED WITHOUT THO EXPRESSED APPROVAL ( HE ARCHITECT. 7. ANY WORK IMPROPERLY INSTALLED OR INSTALLED IN CONFLICT WITH T, CIE CONTRACT DOCUMENT HALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO TINE ARCHITECT, OR C ULTANTS. OWNER, 8. THE SIZE, TYPE, SHAPE AND LOCATION OF MECHANICAL EQUIPMENTPx01,11 URES, EQUIPMENT PADS' CONSTRUCTION DOCUMENTS ARE APPROXIMATE ONLY, UNLESS SPEC('I(31-LY NOTED. THE CONTRA D BASES CONTAINED WITHIN THE OR SHALL VERIFY DIMENSIONS WITH OTHER TRADES AND/OR THE EQUIPMENT MANUFACTURER. 9. THE CONTRACTOR IS RESPONSIBLE FOR INITIATING, MAINTAINING AID PERVISING A REASONAB ' ND PRUDENT OSHA COMPLIANT SAFETY PROGRAM FOR ALL THOSE TRADES PERFORMING WORK ON T E , EMISES. THIS SHOULD IN DE BUT NOT BE LIMITED TO THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF ANY DEBRIS` R TOOLS WHICH MIGHT EI i' NGER VISITORS AND STAFF OF THE OWNER OR ARCHITECT. { 10. THE CONTRACTOR SHALL COORDINATE WITH REPRESENTATIVES OA . AND ALL UTILITY COMPA S TO VERIFY AVAILABLE FACILITIES AND, IF APPLICABLE, TO ESTABLISH TEMPORARY FACILITIES A DITIONALLY, THE CONTRA R SHALL COORDINATE THE REMOVAL, ABANDONMENT, AND/OR RELOCATION OF EXISTING UTILITIE B,"fH ABOVE AND BELOW G E WITH THE RESPECTIVE UTILITY COMPANIES. r x` 6 i� 11. SUBSTITUTIONS: REFERENCE TO MAKERS, BRAND, MODELS, ETC., 18T,65STABLISH THE TYPE AND` ALITY DESIRED; SUBSTITUTION OF ACCEPTABLE EQUIVALENTS WILL BE PERMITTED IF APPROVED BY THE ARCHITECT AND OWNER PF TO BID (UNLESS NOTED OTHERWISE). 12. ONLY NEW MATERIALS AND EQUIPMENT OF RECENT MAN UFACTURE4 OF'OUALITY SPECIFIED, FREE' OM DEFECTS, WILL BE PERMITTED ON THE WORK. 13. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL ii61RMENT AND MATERIALS W H MUST INTERFACE AND COORDINATE WITH OTHERS, WHETHER DETAILED OR NOT. 14. FINAL CLEAN UP AND DISPOSAL: THE CONTRACTOR SHAL BE RESPO,�VV,S1$I F FOR THE REMOVAL OF, NSTRUCTION DEBRIS, RUBBISH AND WASTE MATERIAL FROM THE OWNER'S PROPERTY TO A LAWFUL DISPOSAL AREA AND PAY ALL H ING AND DUMPING COSTS. SECONDLY, THE CONTRACTOR WILL OBSERVE ALL TO PERTAINATE FEDE,RA4�STATE AND LOCAL LAWS;; EGULATIONS AND ORDERS REGUARDING COMPLETION OF WORK CLEAN-UP. FINALLY, ALL CONSTRUCTION AREAS SHALL BE LEFT' CUUM-CLEAN AND FREE FROM DEBRIS, INCLUDING, BUT NOT LIMITED TO: CLEAN ALL DUST, DIRT, STAINS,`.HAND MARKS, PAINT SPOTS'' RIPPINGS, AND OTHER BLEMISHES. " p v R k_ h ,r q,:r I� ppIa ABBREVIATIONS ABV -ABOVE GWB - GYPSUM WALL BOARD SCRN -SCREEN AFF - ABOVE FINISH FLOOR GFI / GFCI - GROUND FAULT CIRCUIT SIM - SIMILAR AHU - AIR HANDLER UNIT INTERRUPTOR SHLVS - SHELVES A/C - AIR CONDITIONING GYPBRD -GYPSUM BOARD S/R - SHELF & ROD ALUM -ALUMINUM HD -HEAD SH - SINGLE HUNG WINDOW AT - ALUMINUM THRESHOLD HVAC - HEATING, VENTILATING, AIR SGD - SLIDING GLASS DOOR AB - ANCHOR BOLT CONDITIONING SPECS - SPECIFICATIONS AVG -AVERAGE HT - HEIGHT SQ FT - SQUARE FEET BFE - BASE FLOOD ELEVATION HB - HOSE BIB SQ IN - SQUARE INCH BM -BEAM HC -HANDICAP STD -STANDARD BRG - BEARING INSUL - INSULATION STL -STEEL BLK -BLOCK INT - INTERIOR STRUCT - STRUCURAL BLDG - BUILDING LVL - LAMINATED VENEER LUMBER TEMP -TEMPERED BRD -BOARD LT - LAUNDRY TUB THK - THICK OR THICKNESS BTM -BOTTOM LGT - LIGHT TB - TOWEL BAR CAB - CABINET MAX - MAXIMUM TOC - TOP OF CONCRETE CD - CONSTRUCTION DOCUMENTS MATL - MATERIAL TOM - TOP OF MASONARY CLG - CEILING MRF - MANUFACTURER TOP - TOP OF PLATE CLG HT - CEILING HEIGHT MECH - MECHANICAL TP - TOILET PAPER HOLDER CEMT - CEMENTITIOUS MTL - METAL TYP - TYPICAL CL - CENTERLINE MC - MEDICINE CABINET UNO - UNLESS NOTED OTHERWISE COL -COLUMN MIN - MINIMUM VAC - VACUUM CONC - CONCRETE MLDG - MOULDING VAL -VALANCE CMU - CONCRETE MASONRY UNIT MNT - MOUNT OR MOUNTING VERT - VERTICAL CONST -CONSTRUCTOR CONSTRUCTION MO - MASONRY OPENING VoF - VERIFY IN FIELD CONT - CONTINUOUS OR CONTINUES MUNT - MUNTINS VTR - VENT THROUGH ROOF CTR -CENTER # -NUMBER V -VOLT CJ - CONTROL JOINT OC - ON CENTER WC - WATER CLOSET DP - DEEP OR DEPTH OGD - OVERHEAD GARAGE DOOR V1,1H - WATER HEATER DTL - DETAIL OPNG - OPENING WL - WIND LOAD DIA - DIAMETER OPP - OPPOSITE WID - WEATHERPROOF DIM - DIMENSION OPT - OPTIONAL Wwm - WELDED WIRE MESH DISCON - DISCONNECT OH - OVER HANG W - WIDE OR WIDTH DW - DISHWASHER OH CABS- OVERHEAD CABS WDW - WINDOW DR - DOOR PNT - PAINT FINISH W/ - WITH DBL - DOUBLE PTD - PAINTED WD - WOOD DWG - DRAWING PED -PEDESTAL W/S - WIRE SHELF EA -EACH PERF -PERFORATED ELEC - ELECTRICAL PLT -PLATE ELEV -ELEVATOR PLYWD - PLYWOOD EQUP - EQUIPMENT PKT - POCKET EXP JT - EXPANSION JOINT LB -POUND EXT - EXTERIOR PSF - POUNDS PER SQUARE FOOT FIN FLR - FINISHED FLOOR PSI - POUNDS PER SQUARE FIN - FIN PT - PRESSURE TREATED EW - EACH WAY PB - PUSH BUTTON FG - FIXED GLASS REF - REFRIGERATOR FD - FLOOR DRAIN RECP -RECEPTACLE FE - FIRE EXINGUISHER REINF - REINFORCING FLR -FLOOR REQD - REQUIRED FLOUR - FLUORESCENT R/A - RETURN AIR FTG - FOOTING RO - ROUGH OPENING FR DR - FRENCH DOOR RS - ROUGH SAWN GALV - GALVANIZED SC - SOLID CORE GA -GAUGE SCP -SCUPPER GB - GRAB BAR IN INA Rom LENNAR TAMPA DIVSION 15550 Lightwave Dr. Suite 200 Clearwater, FL 33760 727.479.1700 Version Changes Ver. #: Description of Changes 1.0 First Submittal 2.0 Removed window at master bath shower in Unit 1 59 removed the cabinets at the rear of the Great Roo; in Unit 1209 and added a closet door and shelves, updat the truss layouts to CCA and updated firewall details 1.1, 3.0 07/08/10 Walk-thru revisions a 4.0 Clarified the header sizes for the 2nd Floor windo 4.1 The AHU door for Unit 1209 has been revised to a 'horter door for the return air to be installed below the dodgy, BUILDING DATA: BUILDING CODE = FBC RES. 2007 (INCL. SUPPLEMENTS) PRODUCT = SINGLE FAMILY DWELLING CONSTRUCTION TYPE / FIRE PROTECTION = TYPE V-B / NOT SPRINKLERED OCCUPANCY = RESIDENTIAL (GROUP R-3) WIND VELOCITY (MPH) = 120 MPH BUILDING CATEGORY = 11 IMPORTANCE FACTOR = "1" EXPOSURE CATEGORY = "C" INTERNAL PRESSURE COEFFICIENT± = 0.18 (ENCLOSED) ALLOWABLE HEIGHT = 40'-0" WIND BORNE DEBRIS AREAS THE METHOD TO SATISFY PROTECTION OF OPENINGS IN THESE AREAS WILL BE IMPACT RESISTANT GLAZING / APPROVED SHUTTERS Twin Lakes Townhomes '`t y GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2007 FLORIDA BUILDING CODE (INCLUDING 2009 SUPPLEMENTS), PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2008 NATIONAL ELECTRICAL CODES ORDINANCE 92-19 - APPENDIX "J" TO FBC PLUMBING 2007 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. 4. ALL PLUMBING WATER LINES TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE �?PE TO JOBSITE CONDITIONS ( CIE FOLLOWING SHALL COMPLY WITH THE 2007 FBC RESIDENTIAL. P PRCHES AND BALCONIES CHAP. 3 RI NDRAILS - CHAP. 3 h 'tiIJARDRAILS - CHAP. 3 3"9 r y�AIRS - CHAP. 3 &IMNEY & FIREPLACE CHAP. 10 63RESS WINDOWS CHAP. 3 k1LL OPENINGS SHALL COMPLY WITH 2O07 FBC WIND DS AS STATED BELOW. ATTACHMENTS OF DOWS, DOORS, SLIDING GLASS DOORS AND O.H. RAGE DOORS ARE TO DELEGATED THE WNUFACTURER OF THESE ITEMS. THE Ktl `�UFACTURER OF THESE ITEMS SHALL SUBMIT ACHMENTS FOR SITE INSTALLATION. �;{{."�{ ATTACHED SPECIFICATION SHEETS FOR R11`NUFACTURERS DESIGN CRITERIA AND TALLATION METHODS FOR WINDOWS, DOORS, I, DING GLASS DOORS, OVERHEAD GARAGE DOORS, ROOFING. d, tALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) aZ N WQQ� < W j W�OV Z OW LL LU NW LUZW m O� �`¢ F--OOIj �Z 0 Hp�W � LU Z >-Z25W W LLI �0 _ 55 Wpo0Z ZF.: UZNUu.I -<W02 F-QJ j IL 00 W 0)F---(LUj m W -0: F- Fx- �e� S 4) O }Ur� '2 X co � a: J� m o d �' o a� �l\n'ua O UU5 LLI ow W0N (' 1_g LU F-erg �ZW W Y WW:W00OL.- f" Q U =U8�ZWLLZ2_3SF(- H dcna OZOW0052V C'1 O .�Z pOZ_j0[>Z2aw0Wzoa LL 40o~ozLu � LL ¢ O F_ LL 0 N co 0 00 LO Q Z W LLI Q A,�'; INDEX OF DRAWINGS o Z p N HT NQ, TITLE O 6S COVER SHEET - PROJECT INFORMATION w�17 Al 6 PLEX - FOUNDATION PLAN W co p A2 6 PLEX -1ST FLOOR FILLED CELL PLAN O p3 6 PLEX - 1ST FLOOR PLAN ©LL A4 6 PLEX - 2ND FLOOR PLAN N A UNIT'1415' - 1ST & 2ND FLOOR PLAN Q Is- A6 UNIT 1209 -1ST & 2ND FLOOR PLAN A7 UNIT '1210' - 1ST & 2ND FLOOR PLAN A6 6 PLEX - 1ST FLOOR - ROOF FRAMING PLAN Q ,� N IN A9 6 PLEX - 2ND FLOOR - FLOOR FRAMING PLAN Z J a) A0 6 PLEX - 2ND FLOOR - ROOF FRAMING PLAN Z � U All 6 PLEX - ROOF PLAN � III A12 6 PLEX - EXTERIOR ELEVATIONS L Ir- A13 UNIT'1415' - 1ST & 2ND FLOOR ELECTRICAL PLAN A1�, � UNIT'1209' - 1ST & 2ND FLOOR ECTRICAL PLAN A15 UNIT'1210' -1ST & 2ND FLOOD" 'LECTRICAL PLAN A16 UNIT'1415' - INTERIOR ELEVATIONS Ali UNIT'1209' - INTERIOR ELEVATIONS . PER IT #s � � Ai$ UNIT 1210 - INTERIOR ELEVATIONS SNO STRUCTURAL NOTES ^/1 SN1 STRUCTURAL NOTES �• ' J S3 FOUNDATION DETAILS 84,' FRAME WALL DETAILS S4`,11 STEMWALL DETAILS S6', ROOF FRAMING DETAILS S6� WALL SECTION DETAILS Cif SS' RETRO FIT DETAILS MM o 0 o r „y? ST ' x STAIR DETAILS W o 0 o o o Sll- 1415 PRECAST DETAILS C� C� o M N S111, 1209 PRECAST DETAILS o CV) S11 1210 PRECAST DETAILS o 0 0 0 0 a' FW,`I'at, FIREWALL DETAILS �..{ PAS b PRODUCT APPROVAL INFO o PAS PRODUCT APPROVAL INFO _ PA1 ? PRODUCT APPROVAL INFO O } N M d ' DD1, PRODUCT APPROVAL INFO `DD1T{� PRODUCT APPROVAL INFO D 'I t PRODUCT APPROVAL INFO DD1:3 PRODUCT APPROVAL INFO Z DD1r �,u PRODUCT APPROVAL INFO w DD1. PRODUCT APPROVAL INFO U LO DD1 PRODUCT APPROVAL INFO O V) o DDT. ,,n PRODUCT APPROVAL INFO W F-- DD2. PRODUCT APPROVAL INFO �[ w WD1., PRODUCT APPROVAL INFO Z MI.; PRODUCT APPROVAL INFO F- WD1., PRODUCT APPROVAL INFO µ° _ WD1. � PRODUCT APPROVAL INFO �� t� I 0 RD1 0` PRODUCT APPROVAL INFO Z tY RD1.1' PRODUCT APPROVAL INFO _ >_ LT1.0 PRODUCT APPROVAL INFO n- o BUILD ; G TYPE: V BUILDING CATEGORY: II Z $OTICE TO BUILDER Q a ITS THE INTENT OF THIS DESIGNER THAT T" SE PLANS ARE ACCURATE AND ARE C , AR ENOUGH FOR THE LICENSED P FESSONAL TO CONSTRUCT THIS P JECT. IN THE EVENT THAT SOMETHING IS IVCLEAR OR NEEDS C S CtIFICATION..STOP..AND CALL THE W DE GNER LISTED IN THIS TITLE PAGE. IT IS TH ;RESPONSIBILITY OF THE LICENSED ,r LAST PLOT DATE PR ESSIONAL THAT IS CONSTRUCTING jj// 5/26/2011 THI PROJECT TO FULLY REVIEW THESE DO MENTS BEFORE CONSTRUCTION O BE S AND ANY AND ALL CORRECTIONS, IF N , DED, TO BE MADE BEFORE ANY COVER SHEET WO IS DONE. Z W oW x F- m= Z� Z zZ a� Z c 0 W 2 O x 0 N 0 rm- C wo 3,. �9V i G �( srgO 0 �e s/Nk, 3,, FTHEWATER SERVICE �S TC BE 1" FROM LINE t/ 2'' w C UNIT'1415'PLUMBING RISER DIAGRAM N.T.S. 13'-0" (3) 2X4 P.T. BUC W/ LTS19 ABV 24"X24"X12" CONC.-----, PAD W/ NO.5 REBAR AT 6" O.C. E.W. 1. 4'-10" W/ LTS 9 ABV cc , S3 I I I UNIT '1415' FOOTING DETAIL K I� S3 u I P 3''O o � 2--1 s7tik THE WATER SERVICE LINES TO MAIN I EBE 1" FROM 5 6 UNIT'1209' PLUMBING RISER DIAGRAM N.T.S. II u (3) 2X4 P.T. BUC- GG W/ LTS19 ABV S3- 24"X24"X12" CONC. PAD W/ NO.5 REBAR AT 6" O.C. E.W. n 1LT� =71 (2) 2X4 P.T. BUC L W/ LTS19 ABV r CV 1 I i 8'-4" 5'-5 1/2" 3'-6 1/2" 4'-0" ti GG K VA 1 S3 (2) 2X4 P.T. BUC S3 W/ LTS19 ABV CC I 9 CL TF IS3 1 (2) 2X4 P.T. BUC W/ LTS19 ABV I E UNIT 11209' FOOTING DETAIL 1 /4" = 1'-0"oil, LL U 7 ELEV. Alk 8 ELEV. 8 = A16 (-) 0'-3 1/2" A18 (-) 0'-3 1/2" A17 ELEV. (-) 0'-31 /2„ a °0_ 136'-0" ELEV. (-) 0'-3 1/2" THICKEN EDGE TO 8" (TYP AT COVERED PORCH) 1'-4" 30" x 30" x 12" CONC. PAD W/ NO. 5 REBAR AT 6" O.C. E.W. (TYP AT COV. PORCH) 1 r '� - CO ao �- -v ELEV. AT 0'-0" 8" MIN. ABV. GRADE TYP • 4" CONC. SLAB - 2500 PSI, W/ 6X6 W1.4/1.4 WELDED WIRE FABRIC OR FIBERMESH • 6 MIL VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO M SOIL POISONING (TYP) 20"X20" CONC FTG - W/(3) #5 RODS CONT J S6 �m e e M 'ct ao 24" x 24" x 12" CONC. PAD W/ NO. 5 REBAR AT 6" O.C. E.W. BOT. THICKEN EDGE TO 8" I Tvz4"'e sNO I.0 ° srgcwN L9 !/ 3" Nk. r Sp THE WATER SERVICE LINES TO BE 1" FROM SPA MAIN LINE UNIT'1210' PLUMBING RISER DIAGRAM 8'-4" N II II (3) 2X4 P.T. BUC U i I i W/ LTS19 ABV GG S3 36"X24"X12" CONC. PAD W/ NO.5 REBAR AT 6" O.C. E.W. I 777L Zzz�///// 5'-8" 7'-41' K I— S3 bL ^CC1 S3 1 (3) 2X4 P.T. BUC W/ LTS 19 ABV I UNIT 11210' FOOTING DETAIL 1 /4" = 1 '-0" H ELEV. (-) 0'-3 112" 25'-4" UNIT'1415' 21'-4" UNIT'1210' 21'-4" UNIT'1209' - 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209' MIRROR 25'-4" UNIT'1415' MIRROR 13'-4" 12'-0" 9'-8" 1, 11'-8" 11'-8 9'-8" " 11'-89'-8" " 11'-8" 9'-8" 12'-0" I T-4" 20"X20" CONC FTG THK EDGE TO 8" 1'-0" 1'-0" 1'-0" 8'-4" 5'-0" 6'-8" 5'-8" 1 V-4" r 5'-8" 5'-8" 1 11'-4" 5'-8" 6'-8" 5'-0" 8'-4" - W/(3) #5 RODS CONT 42" X 42" 6„ 10 4" 1'-8" 1,_4„ 4„ 1�_8" 1'-4„ 1,_4„ 1,_8„ 4„ 1,_4„ 1,_8„ 410„ 1,_6„ - 1'-4" A/C PAD THK EDGE TO 8" 1'-4" L THK EDGE T08" 42"X42" S3 42" X 42" A/C PAD 1, 42" X 42" 42" X 42" P A/C PAD 42" X 42" o A/C PAD q/C PAD r 11A/C PAD N ° o ° 1,_4„ 1,_4, J ° ° 1'-4" ° ° °° °° ° ° `� �' °° 1_ � HB HB S6 HB 1: m HB ih ih ch ih 4„ 13 NJL CV ° ° ° o ° ° �a —°— ° o ° ° ° o ° ih _ I -' 3/4" DP X 91/2" -' 113/4" DP X 9 1/2" _ ° o ° ° CO 3/4" DP X 9 1/2" 3/4" DP X 91/2' 1 WIDE RECESS , ° g (WIDE RECESS I _ � ° ° _ 3/4" DP X 91/2" M WIDE RECESS `r WIDE RECESS REF �- REF `' �� — �, ) S6 I 3�DP X 91/2 WIDE RECESS ° ° °� ° iv �' REF "� M ° ° ° WIDE RECESS N ° o SEE DTL 6'-61 10'-5" 4'-6" 6'-5" 3'-11" 11'-0" U l l'-0" T-11" 6'-5" 11'-u, 3'-11" 6'-5" SEE DTL o 2/A1 FOR FOOTING SEE DTL `*� 4/A1 FOR SEE DTL RE 3/A1 FORyT� �.� 1 "X24" L� SEE DTL 6 2/A1 FOR � FOOTING SEE DTL o DETAIL FOOTING FOOTING �� DETAIL io �r�iy,�1 r® 3/A1 FOR CONC FTG' W/ (4) #5 3/A1 FOR Al DETAIL 16"X24" CONC FTG ° u DETAIL ° FOOTING FOOTING ° I B iv 16 X24 � I ° DETAIL RODS I CONT. DETAIL I W/ (4) #5 RODS CONT. ° F S6 b C(?NC_FTS e io r` �? 16"X24" W/ (4) #5� g I_ ( B d S6 ih n N CONC FT ELE W/ (4 #5 RODS - S6 CONT. I S6 I L— - �j o - ° ° (-) 0'-1/2" ROD �_ CONT 115'-2" ] I C _ �/" A -- C A- 36 ' 0 ° IV- 5o I I S6 A '`r DP X 0 56 3/ DP X ° 4' -7" a 3,_5„ A S6 ELEV. (-) 0'-3 1/2" I I S6 Q' ELE. ELEV. 91/2" N WD ELEV. I 91/2" T-5" 15'-2„ Wp 2'-2„ 4,_7„ ° - 2 2 I �� ,� 0'-3 1/2 (-) 0'-3 1/2 RECESS (-) 0 -31/2 �� RECESS ELEV. 3/4 DP X 91/2 `ago_ Ui (_) R F ° t I WIDE RECESS ° C.J _ n ° ° C.J - I_ - : a co_ - C.J. ° _ C.J_ ° ° I Utz ( I ° R F "O 4„ I ? THICKEN- ,� EDGE TO 8" I I 4 - 3/4" IDP X 91/2" 1 7 WIDE ,� „ 4 01 �CONC FTG v .I a ! I n 4 to U1 � o Ui ( 3/4�� DP X 1311 ° I •- 3/4" DP X 13" ° I � 16"X24" RECESS CONC FTG i W/ (4) #5 A O S3 W/ 3 #5 ° ( RODS CONT. 1 o IWIDE RECESS ° WIDE RECESS 1 _ - ? `t ° �I RODS 1 ? - THICKEN ° 17 W D RECESS ° ° io UI — icy LUI °° TJ l CONT. U1 — o o °° EDGE TO 8" io — o is ° A. L JJ '-0' 3/4" DP X 13" '_0'1'-0' 3/4" DP X 13" 1 �_0� 3/4" DP X 13" qS3 WIDE RECESS S3;, HB WIDE RECESS HB HB WIDE RECESS HB WIDE RECESS OA S3 TYP TYP T-8" 3'4 2'-8" o 8'-0" '-4' ' 4" 3'-2" 3'-0" o 8'-0" o 3'-0" ' 0" 3'_4„ o 3'_0" 8'_0" 3'-0" 3'-0" o 8'-0" 3'-0" 3'_4" T-0" T-0" 8'_0" 3'_0" 3'_4" 3'-0' '-4" 8'-0" '-8" 3'_4" 7,_8" 1'-4" 12'-4" 13'-0„ 4" 6 T-4" 14'-0" 4„ 8' 7'-4" ,. - „ _.,_.. a 4�-0" ._ 7'-4,� 8" f' 14'-Q' __. 7� 4,� 8" 4,� 13'-0" 12'-4" 1 1_4l" 25'-4" UNIT'1415' 21'-4" UNIT'1210' 1'-4" UNIT'1209 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209MI OR o 25'-4" UNIT'1415' MIRROR oe r M.r ELEV. Ah ELEV. ELEV. (-) V-31/2" 7 8 (-) 0'-3 1/2" g (-) 0'-3 1/2" ELEV. V. (-) 0'-3 1 /2" (-) 0'-3 1 /2" (-) 0'-31 /2" L) A16 A18 v A17 U U� Utz U 1_0D Hco �co Hco Hco Hco 1 6 PLEX- FOUNDATION PLAN 1 /8 � = 1 -0 rum NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R p = FILLED CELL W/(1) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: ORDINANCE 92-19 - APPENDIX "J" TO FBC PLUMBING 2007 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 LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS, LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. Uu- FL ELEV. (-) 0'-31 /2" THICKEN EDGE TO 8" (TYP AT COVERED PORCH) 30" x 30" x 12" CONC. PAD W/ NO. 5 REBAR AT C 6" O.C. E.W. (TYP AT COV. PORCH) S6 ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) `I l• 4" CONC. 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PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. 1 IR'_(1" WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ (2) 1X PT FURRING STRIPS, 3/4" INSUL BOARD AND 1/2" GYP 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES ID --� 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1 /2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: UNIT'1415' FIRST FLOOR LIVING = 618 SQ. FT. SECOND FLOOR LIVING = 823 TOTAL LIVING SQ FT = . 11` "Sty': FT. FRONT ENTRY 58 SQ.'-FT ,r'eZ REAR PORCH 53 SQ.T. GARAGE = 271 SO. F� J TOTAL SQ FT = 1823 SO. FT. SQUARE FOOTAGE: UNIT'1209' FIRST FLOOR LIVING = 552 SQ. FT. SECOND FLOOR LIVING = 8 SQ. FT. TOTAL LIVING SQ FT - 1290 SQ. FRONT ENTRY = 33 SQ. F REAR PORCH - = 52 SQ. T.✓ GARAGE = 288 SQ. TOTAL SQ FT = 1663 SQ. FT. SQUARE FOOTAGE: UNIT'1210' FIRST FLOOR LIVING = 509 SQ. FT. SECOND FLOOR LIVING = 709 SQ. FT. TOTAL LIVING SQ FT = 1218 SQ. FT. FRONT ENTRY = 33 SQ. FTCY REAR PORCH = 52 SQ. FT GARAGE = 288 SQ. FT. TOTAL SQ FT = 1591 . F . 264" UNIT'1415' 21'-4" UNIT'1210' 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209' MIRROR 264" UNIT'1415' MIRROR 13'4- 12'-0" 9'-8" 11'-8" ol 9'-8" 11'-8" 11'4v 9'-8" 11'-8" 9'-$" 12'-0" 13'4- 1' 4" - 1' 0" 1' 0" 1' 4" 1'-4" 10'-8" 5'-0" 6'-$'" (6-8" 5'-6" 5'-10" 5'-8" T-4" 11'4' 7'-4" 6'-V' 5'-0" 10'-8" 1,-4„ 4"" 1,�8„ 1,_4„ 4"" 1,_8„ 1 "_4"" 1 "_4", 1 "_0" 4 1,_4„ m= w N r H Z Q TIE BM TIE BM TIE BM TIE BM TIE BMA1. AT 9-4 AT 9'-4" AT 9'-4" W bQ AT 9',4" AT 9-4 „ 2 W m = o TIE BM TIE BM AT 9'-4" AT 9-4" m C e H z m o c w HCD�.,, h m - H OPEN Q TIE BM OPEN z Q ZQ OPEN p o SLAB ?¢ AT 9"-4" SLAB Z Z Q SLAB J 'J )t z Q W 00 _ _._ N ,-v EIE S6 N -- I-o N --_ COV. _ cov. _ t t .- — I _' cov. PORCH ( I PORCH I 'n ,E5 \—COV. I �\k X 2,-2„ PORCH 10'-6" I I COV. 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I-� zd m- w°� �� zd m= w_°P m� II __ 00 I —_ -' ~Q� I o H r ~ _ co I- 0 I- 0 oy o H 0 _ — — — ~�I-I -I IENTRY __ d--__ ENTRY z�---- _ ----~� dd EN ----~ EN RY z� zd I -- - — I----- s �� ---- I ZdTIEBM ENTRY TIE BM i AT 9'-4" I GARAGE W GARAGE w o I GARAGE I GARAGE AT 9'-4" I ENTRY I=d _ I a r I I 4 I H= Q — 4 Ito Eo it ___j I e- 5'-7," A A S3 '; S3 S3 [21-3" 5'-5" 3'-4' '-$" 8'-0" '4" 6-6" 3'-0"' 8'-0" 3'-0" 6'-4" 3'-0" 8'-0"" 6' 0" 8'-0" 3'-0" '-4"" 3'-$" 3"-0" 8'-0"" 3'-0"" 3'-41' 3'-8" "-4" 8'-01" "-8" 1 5'-51' 1'-4" 4 "" 6 ` 4"" ' 8 4"" 4"" 174" 13'-0" 714" 14'-0" T-4" 14'-0" 14'4" 7'4- 14'-0" 7'-4" 13'-0" 12'4" 264" UNIT'1415' 21'-4" UNIT'1210' 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209 MIRROR 25'-4" UNIT'1415' MIRROR 136'-0" 7 8 8 m o m n A16 A18 '` A17 w w 6 PLEX - 1 ST FLOOR PLAN 1 /8" = 1'-091 ca W W 1= Q 1= Q o> o> TIE BM AT 9'-4" AT 9'-4" J S6 0 �w c U w 04 WQdO d o wa�c] > 0❑ zD N W0OU ow m WZWJ �� Lo co co -OOZ U- 0 Om ❑ x~�z I}-❑PW �Z z W i�zW� �Wo❑N z� Cl Woo 0 UZNVI.0 2- >-d2O2 H J0. _ 'S mm ca F-� I=- 4 m E o 0 00 .U-j- 0 m co W W W °Ld i wpm wFa Wow Lwu z� Z x=) U-00u- Q _jcoo�1r Jo :< ' zW,, OZ20°F_-JP 000 Q Z upiIm aawvv5iwww�ww¢pw_j _j wMEzLowQQ1 od (n IL dMPP gwwa ¢ ° °F¢w wd O O Co Z N O � � M p L1` L � L. ram_ z cu s N z _j W Z�U w WLo J L riiiiii cV N 'N N N • r-�I rn c° o C� t�9 e = r- e= OE—� MC' 00000 r `' 0 0 0 0 r Z Z O L1.1 W w W �o�a Z a. m LUD2 Z 0z�� W © - mzw ZZZu. ULnzco P4 Z Q F- ~ U J a Filimm, a o: A3 0 w 000 I O c/) > t-, 00 LAST PLOT DATE u� o 5/26/2011 p 4-1 a 6 PLEX - 1ST FLOOR PLAN GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ (2) 1X PT FURRING STRIPS, ❑ ❑ 3/4" INSUL BOARD AND 1/2" GYP 8" CMU W/ (2) 1X PT FURRING STRIPS ❑ ❑ AND 1/2" GYP, BOTH SIDES ❑ ❑ 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) T SQUARE FOOTAGE: UNIT'1415' FIRST FLOOR LIVING = 618 SQ. FT. SECOND FLOOR LIVING - 823 SQ. FT. TOTAL LIVING SQ FT = 1441 SQ. FT. FRONT ENTRY = 58 SQ. FT. REAR PORCH = 53 SQ. FT. GARAGE = 271 SQ. FT. TOTAL SQ FT = 1823 T. SQUARE FOOTAGE: UNIT'1209' FIRST FLOOR LIVING = 552 SQ. FT. SECOND FLOOR LIVING = 738 SQ. FT. TOTAL LIVING SQ FT = 1290 SQ. FT. FRONT ENTRY = 33 SQ. FT. REAR PORCH = 52 SQ. FT. GARAGE = 288 SQ. FT. TOTAL SQ FT = 1663 SOF F . SQUARE FOOTAGE: UNIT'1210' FIRST FLOOR LIVING = 509 SQ. FT. SECOND FLOOR LIVING = 709 SQ. FT. TOTAL LIVING SQ FT = 1218 SQ. FT. FRONT ENTRY = 33 SQ. FT. REAR PORCH = 52 SQ. FT. GARAGE = 288 SQ. FT. TOTAL SQ FT = 1591 SQ. FT. °o m o0 m� wh w� 1-d T.O.P." d T.O.P. T.O.P. T.O.P. T.O.P� T.O.P. T.O.P. T.O.P. "h AT 18 -8 � �� AT 18 -8 AT 18 -8" AT 18 -8 AT 18 -8 AT 18 -8 AT 18'-8 t AT 18 -$ ,. ao m- °ro �� ` m O60 m CC) m m m W h m 8 $uj r 1= 7 ¢ A16� ¢ 1= Q h d H Q 136'-0" 25'-4" UNIT'1415' 21'-4" UNIT'1210' 2l'-4" UNIT'l209, 21''4""'UNIT'1209' MIRROR21',4"",UNIT'1209' MIRROR" 25'-4" UNIT1'1415' MIRROR 184 '- „ 70 "- 11 ,- 98 118 '- ;- " 98 118 11$ 98 11-$ 98 '- „ 70 184 6'-1" 12'-3" 3'-0" 3'-8" 4'-2" 5'-6" 5'-8" 5'-8" 4'-6" 5'-2" 5'-8" 6'-0" 6-0" 5'-8" 5'-2" 4'-6" 5'-8" 5'-8" 5'-2" 4'-6" T-8" 3'-0" 12'-3" 6'-1" T.O.P. Ilk T.O.P. 4"" 41" 4" AT 18'-8" AT 18'-8' 0o S6 — aro - ---- oQ IM. h I _ I is M. M t c&o is I I BATH BATH M. BATH ° I BATH ® °o Ca .0 Oo _W h CV �i N I 71MASTER SUITE m bro ~ Q T.O.P. M I w I- I WIC TOP h d WIC WIC "" WIC MASTER SUITE MASTER SUITE AT 18-$ r J S6 S6 M AT 18'-8" t I F � �' B 1 m -°r° MASTER SUITE J S6 -� w I- L_ J M. MASTER SUITE MASTER SUITE BATH m bo — — I= d — —� BATH r � I I�� II � — I � ®--F)jrl� I B#2H I BATH I BATHI I I m " I BEDROOM I — — I o UTILITY UTILITY B I #2 I I u F u M M12 I I � �-� t B m bD 2 _1 S6 BD r C. L I.C. I MQ S6 00 w� — — I T.O.P.- T.O.P.- d T.O.P.- d T.O.P.�- BATH #2 AT 18 8 �" __ ,h "F c �� = AT 18 8 AT 1$ 8 AT 18 8 t BATH,#2 N 00 °Q UTILITY71 bow 2 -1 BED BED 2 8� B BED m co _ t w ROOM ROOM w S6 ROOM w — — BEDROOM #3 I I- d H a #2 BEDROOM #3 BEDROOM #3 #2 h d BEDROOM #3 #2 h d BEDROOM #3 I BATH #2 I I I I I BEDROOM #2 I I BEDROOM #2 co I I I 0 I I I I I I L----- --� L_---- - - L---------- a� abo r O r 0 O.P.Pr 6'-2" 6'-2" 6'-8" 6'-4" T-6" 7'-2" 6'-10" 3' 3'-6" T-0" 7'-0'" 7'-0" T-0" 3'-6" 3'-6" 7'-0" T-0" 3'-6" 3'-6" 6'-4" 6'-8" V-2" 6'-2" T.O.P. AT 18'-8" 4" 3"_6"" 4'" 4" 4" AT 18'-8" 12'-4" 13'-0" T-4" 14'-0" 7'-4" 14'-0" 14'-0" 7'-4" 14'-0" 11 7'-4" 13'-0" 12'-4" 25'4" UNIT'1415' 21'-4" UNIT'1210' 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209' MIRROR 264" UNIT'1415' MIRROR 136'-0" 7 8 8 A16 A18 Al s 00 co " 280 mOD W � mono aro ca W F- W h h a W h W h T.O.P. h d T O.P. h d T.O.P. T.O.P. h d T.O.P. h d T. AT 18'-V' SAT 18'-8" AT 18'-8" AT 18'-8" AT 18'-8" AT 1 6 PLEX - 2ND FLOOR PLAN 1 /8" = 1'-0„ 'j 0 =W o ~ () N w � w¢dU zi 0 zCL r c5 N >�`OD Z c ww0LLU z-1 wzwZ �LU C) =mL OZ r �00W Z a wd o_ N0OW �z Z W �U.~00� z� wpo0z h O UZNULLI?�.- }Q=O2 Iw- 0 -� � C'D mw Lljo Ir w=a n'a U) scxH in Q0 0 u 0\ G 0u") M 1�00�0 ' cl � o c[: g W W (� W � LLf LLI LLJLLIw L_ ui p 0 w~Q it W�~Zcr Z ��<Orr<u UOd�O Q Q U 0 b cycn0 0�"OEE000Omaz¢0 �LuajcnwwwcnLL0 Q 1:3 0 Z �Q¢pwY¢p wzOwUpIL LL `Tpw 2H oa o YO2¢ d 0 oQ O Z O N N O U) c� M OO LL ~ 00 ,> L. F- 4� M d' I` Q,LO�1�- z -J N WZpU WLO J LO r M� WJ C� � r r r W 0 N 0 N 0 N 0 0 N 0 N •� ham, � O O � O M M I` o 0 0 0 0 O o o a r- 1 Z z 0 ,^ u J V��o WWI O W p a Oa=Q z W F-- w ~ =I-== mop Z �z� H �QW� O W �:3 O�2Z z LL Ucnzcwn Q Z F¢z z OV of a o: A4 O w WI 00 _ U) 0 00 LAST PLOT DATE LO o 5/26/2011 p 0 6 PLEX - 2ND �.� FLOOR PLAN 25 SH HD AT 8' a ARCH ABV- T-8" TO 81-4" CMU COL. W/ (3) - NO. VS VERT. TOP AT 9'-4" A.F.F. UNIT '1415' - 1ST FLOOR PLAN NOTE: SEE SHEET ST FOR MORE DETAILS STAIR SECTION 1 /211 = 11 -011 OF WALL SLOPE CLG i OF WALL 3050 SH HD O7'-1" B 3050 SH HD AT 7'-1" B e 0 c 0 STAIR SECTION 1 /211 = 1'-0" BELOW � ___. UNIT'1415' - 2ND FLOOR PLAN 1 /4" = 1'-0" OF WALL GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE"X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 0 8" CMU W/ (2) 1X PT FURRING STRIPS, 3/4" INSUL BOARD AND 1/2" GYP 10 8" CMU W/ (2) 1X PT FURRING STRIPS 70 AND 1/2" GYP, BOTH SIDES 113 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/0) #5 TURNED 2'-0" INTO SLAB p = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: UNIT'1415' FIRST FLOOR LIVING = 618 SQ. FT. SECOND FLOOR LIVING - 823 SQ. FT. TOTAL LIVING SQ FT = 1441 SQ. FT. FRONT ENTRY = 58 SQ. FT. REAR PORCH - 53 SQ. FT. GARAGE = 271 SQ. FT. TOTAL SQ FT = 1823 SQ. FT. OPENING MARK UNIT'1415' DESIGN PRESSURES (PSF)-120 mph POSITIVE NEGATIVE A 33.51 -44.05 B 33.99 -36.96 C 31.16 -39.23 D 33.35 -43.74 E 30.78 -34.83 F 33.83 -44.67 STAIR DATA STAIR TOTAL MARK RISERS TREADS LANDINGS RISE FAJ 17 AT 7 1/2" 15 AT 9 1/2" 1 10'-8" W 0z N W ¢_ Q O ?� J ❑ Z Q o N — p w (Lzci = F- wooJ-� w0u-Z OW g.j Un wzw J ca r04 � wp 00 r u. I-O�OLU O Zk "Q p �z �o�L az z U- Ei w =W� � U) w M o U_ in Wp00Z z � 0 UZN0UJ >-Q=O2 Iw- �pLu 'S uj( =pJ a Will -� =Lu 0(L mu F-H Q 0 v o� � Ln M ,4? `'`' (=oo ' J) ' o a n � V �L uS w0� H¢ W J WHF-zW Z. JO w /)LLU$�O¢ QQ0 aJZw OZ20 F- 0<uiOWQX(003: o =¢ )WLOzwfLHwL55w p.-10 I a.OW��mzcLL 9wv<wwwZ ¢g-pQl Za 0�¢¢ O O Z o 04 F CO Mp � LL 7 C G L F¢- Nam' 1�- C '04 Q0 z -� CD wZgU WL J LO r Q � r O r O r O r r r r r O CV o N 0 N 0 N 04 N • �••� O Q d' (.0 r I` O M O M r r 1 • r r a � CD O O O O r O �° �o0oor r N M d r v, Z Z O LO WWLD O W V=�o 0 �• � zW=a (L 0= I- W =m== Z (DOz�5 O �zW w `-- (1.zzw OJ�z a Z U) Z z ZQ FQO U of a � rr L O U W 0 W W O OQ LAST PLOT DATE o r 5/26/2011 p 4-1 UNIT '1415' - 1ST & 2ND FLOOR PLAN 1 /411 = 1'-019 HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS 1" NOSING 1/2" N ) PT 2X12 STRINGERS 2X4 PT BTM PLATE PT 2X4 TOE KICK o: ;-� STAIR SECTION 1 /2" = 1 '-011 Y_ OF WALL NOTE: SEE SHEET S-11C FOR LINTEL CALLOUTS & DETAILS 42" X 42" I OPEN SLAB rA/C PAD 9'-8" X 2'-0" i ! 1 COV, PORCH 1 9'-4" X 3'-4" 1 4-I 6068 SGD 1 O I I� IDINING Il " II•o 1 9 4" CLG80 I II 34 1/2" HIGH KNEE o. �- WALL W/ EXTENDED I - pW (COUNTERTOP i L3TW12 AT TOP AND USP I LTS19 AT BOTT cD I I iV 13'-4 3/4" 1, T-9 1 /4" j, 1, 3'-5 1/2" UP FLR FIN LINE ARCH ABV T-4" TO 8'-0" t.o � A17 PED SI I I PWDR I BATH y I 9'-4" CLG rn TP 21 FOYER 9'-4" CLG co M 14'� i ENTRY 4'-8" X 7'-0" I ARCH ABV 77 T-8" TO 814" 8 1'" _ NOSING 1/2" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _ W/ FBCR R311.5.2 _N NOTE: SEE SHEET ST FOR MORE DETAILS ~ io M Lo STAIR SECTION 1 /2" = 1'-0" I OF WALL � ■ ■ Z•� OODRANGE W/ 7 A17 3 A17 A17 2 REF KITCHEN 9'-4" CLG GG FLR FIN �� , S3 LINE IF - .. 7. 1 T BRG WAL 10'" X 10" 1! "L 1 4'-3" VENTING GRILL I I I I Il I IAP 3 GREAT ROOM 13'-2" X 13'-6" 9 9'-4" CLG 10 6" BRG WALL 20 IN FIRE RATED DR--, c°Dv WH L INSULATED WALL (2 2X4 P.T. BUC L LTW 12 AT TOP AND USP LTS19 SLOPE CLG — `T AT BOTT CC S3 INSULATED / GARAGE BRG WALL, ALIGN STUDS 13'-0" X 20'-0" BELOW EACH TRUSS ABV. LINE OF GARAGE IN 70 EN POSTION __1 — LINE OF FLOOR ABV OC HB CONT. RAILING \A6 (2) 2X4 P.T. BUC W/ LTW 12 AT TOP AND USP LTS19 AT BOTT OPT DBL. BOWL AT SINK q OF WALL OF OF WALL L WALL WALL 1 NIT' 209'- 1 ST FLOOR PLAN 2 1 /4" = 1'-0" io s— e rn c 00l c 2040 SH TEMP Hn AT 7_1" 1 STAIR SECTION SHOWER HEAD & VALVE N2X4 W/ (2) (2) 3050 SH P HTW2bb AT EGRESS TOP AND USP HD AT 7'-1" LINE OF ROOF BELOW UNIT'1209' - 2ND FLOOR PLAN 1 /4" = 1'-0" 1 /2" = 1'-0" q OF WALL i OF WALL HEADROOM IN STAIRWAY ITO BE 6'-8" IN ACCORDANCE I W/ FBCR R311.5.2 1" n.incinir_ 1/2" NOTE: SEE SHEET ST FOR MORE DETAILS GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ (2) 1X PT FURRING STRIPS, 3/4" INSUL BOARD AND 1/2" GYP 10 0 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES 113 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: UNIT'1209' FIRST FLOOR LIVING = 552 SQ. FT. SECOND FLOOR LIVING = 738 SQ. FT. TOTAL LIVING SQ FT = 1290 SQ. FT. FRONT ENTRY = 33 SQ. FT. REAR PORCH = 52 SQ. FT. GARAGE = 288 SQ. FT. TOTAL SQ FT = 1663 SQ. FT. OPENING MARK UNIT'1209' DESIGN PRESSURES (PSF)-120 mph POSITIVE NEGATIVE A 33.83 -36.80 B 31.86 -34.84 C 30.78 -34.83 D 34.97 -37.94 E 33.35 -36.32 F 34.97 -37.94 G 32.47 -35.44 STAIR DATA TOTAL MARIK RISERS TREADS LANDINGS A 117 AT 7 1/2" 14 AT 9 1/2". 2 10'-8" W xw o h U N w w¢_QO �- o 0�WwmwZ Ir0=wF-00w O'�hz imw(L�V1 ❑F-0F_W �ZLLD LLj ❑o= cn� wu- OF- Wa 0Z Z� h UZNUW mZ=zW ?- I' � Of = IL Will y =o mL I=-F- Ck Q teI o .a m Lf) 0 0 cq mmm Q Ucvcla�f'-�w � W W (' W �uw tq wpl- wl-Q 0�-' wM~zw z W':0) 0�w.LEo0 JO Q U n<G8�z'W'OZ2D0�¢Q cn o ��ILa.80wwLLI6)w O �oOm 0 CA 0 Z ¢OwogF9V'm ¢p wo�vm¢ ocr o ¢ o¢z�¢ Q U- O F- U- 0 Z N a� o co >CncM L:Mp L.L T- QL > L= � I— cc 'It 4�cv zz I�- C 04 I� Z-J (D w IZ�U JLo Lo J r O Mr 0 0 0 0 N 0 N 0 hl 0 fV 0 Ni •� 0) o tD iL o M M Il_ O� 0 0 0 0 0 r 'v, L 0 0 0 0 T-- r (V M 'd' d' r z Z zo � /� L J Wcwr? 0LuD C) Ln L`. �p�a OWFQ z�i- w ~m00 Z z5 1�1 �¢wn O W �zQl�i 0 i Z < U�zU) z 0 Q F- U O J n: 0O U W 0 �� W W I O x � LAST PLOT DATE ❑ o 5/26/2011 p 0 UNIT'1209' - 1ST & �.� 2ND FLOOR PLAN HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS 1" NOSING 1/2" N r` (3) PT 2X12 STRINGERS PT BTM PLATE PT 2X4 TOE KICK a 4 ° STAIR SECTION 1 /2" = 1'-0" OF WALL q OF WALL io M rn Zh UNIT '1210' - 1ST FLOOR PLAN 1 /4" = 1'-0" NOTE: SEE SHEET ST FOR MORE DETAILS STAIR SECTION 1 /2" = 1'-0" q OF WALL q OF WALL OPT DBL. BOWL AT SIN q OF WALL 2040 SH TEMP D AT T-1" C c FHEADROOM IN STAIRWAY 6'-8" IN ACCORDANCER R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS STAIR SECTION 1 /2" = 1'-0" n%eico ucnn LINE OF ROOF BELOW i OF WALL SHOWER HEAD ROYAL TRAVIS 59 1/2" X 42" X WITH SKIRT q OF rt OF WALL WALL 2 UNIT 11210' - 2ND FLOOR PLAN 11 All = 1'-0" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 113 8" CMU W/ (2) 1X PT FURRING STRIPS, 3/4" INSUL BOARD AND 1/2" GYP 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. 13 = FILLED CELL W/(1) #5 VERTICAL W = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: UNiT'1210' FIRST FLOOR LIVING = 509 SQ. FT. SECOND FLOOR LIVING = 709 SQ. FT. TOTAL LIVING SQ FT = 1218 SQ. FT. FRONT ENTRY = 33 SQ. FT. REAR PORCH = 52 SQ. FT. GARAGE = 288_ SQ. FT. TOTAL SQ FT = 1591 SQ. FT. OPENING MARK UNIT '1210'DESIGN PRESSURES (PSF)-120 mph POSITIVE NEGATIVE A 34.97 -37.94 B 31.86 -34.84 C 33.35 -36.32 D 30.78 -34.83 E 34.32 -37.29 F 33.83 -36.80 G 32.47 -35.44 H 34.97 -37.94 STAIR DATA STAIR TOTA MARK RISERS TREADS LANDINGS RISEL A 17 AT 7 1/2" 14 AT 9 1/2" 2 10'-8" =w o ~ V N w w ¢ C7 JQZ ¢ r 0 N °j2 z p N O� Q i2IxuZ WZW— =mom 04 �0 O L0 1-00Ow OQ O �Z =-0� -4Zz25�}wW wQ 0 u=) cn V Lu ixu-oo� Z� w 0 0 0 Z U Z N U w ? WZI-Z� �`C UJ (D w o =Lu o�mvi I=-H Q 0 u o G1 cu inn E(7%a, 0) o �� uegU) �w Lu W (' LIJ aL ' wO~ I-~ w �'�~z W- �� _�O��LLiVO2rO Q = 0 O 1)it w00ma��cQ, (Mnwwwzw0<0 —i 0 Z -1 _Mow�e_wz�w oa OLL a o o�aM O Z O N �.4)COO 0i%M "O p 17 u- 17 C 2 > �� F- C Zti w IZ LO JLO lid J r M� o� O CV O CV O N O CV O N • rl O O CO T-- O cM A h e- C O O O O O r L '° 0 0 0 0 r z Z 0 WWI ZIL F-- III =m=0 w =) Z �z H � H �QWn O Q Q lei z �U)Z� Q Z 0 o� Z F- ~ U a a oc cr) A7 O U Lu W D OQ LAST PLOT DATE 9 o r 5/26/2011 p 4-1 a UNIT'1210' - 1ST & �...� 2ND FLOOR PLAN 2X4 LEDGER W/ -- 16d NAILS AT 8" O.C. (BOTT AT 91-4") 1ST FLOOR- ROOF FRAMING PLAN 1 /8" = 1'-0" 1 1ARI_n" SCHEMATIC DESIGN ONLY TRUSS NOTES: ROOF TRUSS LAYOUT ARE SCHEMATIC DESIGN ONLY. THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC TRUSS LAYOUT AND TRUSS SHOP DRAWINGS MUST BE DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT LAYOUT DRAWINGS OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". 2. USE RT1 US FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS161S. 4. USE HTA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. 7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. 8. USE (2)HTW20 FOR GIRDER TO FRAME CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. 2X4 LEDGER W/ 16d NAILS AT 8" O.C. (BOTT AT 9'4") =W a ~ V N w L w¢QO waR0 U = o Li � Ow N ��OU wZWZ >w=--j =Muu- NW � O co O 0 W O❑ u_ I- �Z =-o65 ¢ I- 0 1= W az > o0H ZLn Ow wpo0Z 0 H 0ZNUW -i m Z = Z W ~ Q w ujC9=onJ Will W Lu F - - d. w C] zo�mU) HIT- Q m o v tA M� cn �� 30 3 uN�us~w W w LU W J 0�0 wjc0��LL 0 �DX)�Z Q cn LLI 80OZOROOmZZU�www�-��¢z0 a(0wI (n Aaaoz�0�WZLL01§00, ¢~ -w2 ¢SW oLL w LL ¢ O LL rim, O Z 0 N 0 N CO (n (O 0 M p 17..�LL-r► >cri 01 Q Z W Z L uU J LO LO t r) rO T- O r O T- r- T- e- T- O N O N O CV O CV O N • rl w OO c0 Imo- O 6� (A M �c- h r- O� O O O CDO r o �° �0000- N vi d' .4 r d� Z KO Wvro oW0) O W 1 L zwlW=--¢ 0 CL Lu H w z r=m== V z 5 QW O w F— CL O�mZ Z Q u- < UU)ZU) Z =40Z Z ~ U of a 0 w W 00 1 0 O cl) > t-N CC LAST PLOT DATE LO o p 5/26/20114-4 6 PLEX - 1 ST FLOOR C) �""�'� - ROOF FRAMING PLAN 2x8 FRAMING FOR LANDING, PER STANDARD DETAILS ER 2x8's, DETAIL GIRDER ---`I A9 pv F09G F---1 I I 2 LAN DING� 1210 1/4 —1-01 FRAMING DETAIL - 1210 3/4" = 1'-0" 2ND FLOOR - FLOOR FRAMING PLAN 1 /891 = 1'-0" FLOOR — TRUSSES, TYP. SCHEMATIC DESIGN ONLY TRUSS NOTES: FLOOR TRUSS LAYOUT ARE SCHEMATIC DESIGN ONLY. THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC TRUSS LAYOUT AND TRUSS SHOP DRAWINGS MUST BE DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT LAYOUT DRAWINGS OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. GIRDER F15G -` BLOCKING, AS —� NEEDED 2x4's LAID FLAT TO BE USED AS FILLER (2) 2x8's WITH 1/2" PLYWOOD BETWEEN c> �--(2) 2x's WITH 1/2" I PLYWOOD BETWEEN I - J / (2) USP RS150 STRAPS, a I o 9 ---- .'' (1) PER 2x8 3'-0" T-6 1/2" USP LSTA24 I / B FRAMING��DETAIL - 1209 3/4 — 1 -0 I BEARING WALL BELOW (2) 2x8's, SEE DETAIL - - 2x8 FRAMING FOR LANDING, PER STANDARD DETAILS GIRDER-� B F15G A9 ) -� i I - I 3 LANDING 1209 1 /4 — 1 -0 1 qw-n" TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". 2. USE RT16'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS161S. 4. USE HTA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. S. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. 7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. 8. USE (2)HTW20 FOR GIRDER TO FRAME CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. =W o hU N W w¢QC9 Q o >2QD Zo N �p�V pJ �Q _.2 >-3: �fn 0 Lo Lc) = COLL l- o Od ropw Z Ho�W Es �W� QZ > Z Lu u- cn� �LL00 - Z� Luoo0Z UZNUW 2 -i }<W 2 u �Q s � =0�mc=n m F-I- Q uj u c� oC) m m00 J)0 �rnrn �o nCt,14 W W (q W LLI c6 W O I- WO¢ ¢�¢ ¢ Y4 0 Z QX�o0��LL LL 0 Q Q U O �dO ZWOZ20 F-'Q Ou)a OZOEOOmZ U �p� U' O Z �c�° 8cowwza),w< -ja°��WYQ- WZ_WUOQ LL O Q W O Z CD a) o >�� M O L ��LL~ 2>-� Cc ti N ~ Q Z J (1) Z�U WLc) w J In r- W � T- o N 0000 N N CV CV • F� 0) O 4 c0 � I` O M ai AI� 1 T 1 O� 0 0 0 0 r O( �° O 0 O C) .- r Z Z Z0 ' n w ' W W W D U a h�h L` Lu 1.-p O(LX Z W I-- W ~mO0 =83:X z 2 Z �mzW w �Z;3u- O a. - QVu0Z z ccn =Qo Z ~ U O J a a A9 O WI 00cr) _O W > N 00 LAST PLOT DATE Lo o 5/26/2011 p 6 PLEX - 2ND FLOOR 0 - FLOOR FRAMING PLAN SCHEMATIC DESIGN ONLY TRUSS NOTES: ROOF TRUSS LAYOUT ARE SCHEMATIC DESIGN ONLY. THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC TRUSS LAYOUT AND TRUSS SHOP DRAWINGS MUST BE DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT LAYOUT DRAWINGS OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". 2. USE RT16'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16'S. 4. USE HTA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. 7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. 8. USE (2)HTW20 FOR GIRDER TO FRAME CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. 2ND FLOOR - ROOF FRAMING PLAN 1 /V" = 11—o" H U N w L~L w¢Qz wajRo = c 5: m D Zp N wp�U 0 J ►n WzWZ 04Lj C =_ co w � OQ U) 1-0oZ �Z a o HF- �0W Z > z w LL DWw cnF Zf- O U0000Z mZ=LU zw Lu 9� -jLu m C9 25 a. =OSmcn F-F-- k, E o nF V '� ch a? '� cn O 00 Lam' +u rn 3'� (u Lu L� W C6 w p HQ itlt�zf- w zW w° °W w�cQmooQ 2LL H F- � �wawozowoomzz LLow 0 Z ui iQ*0W aow o WZ0W8oa Q o~� o z � < O Q LLQ 0 Z c:) 04 Oc r.. �U)c")O CULL~ 2>L� 2, F cu c Z _j N W Z�U WLo �L0 J ono o� r o �rIt-T� Co O T o (V 0 CV 0 CV 0 N 0 CV • �--i 1.� O O d' CO I� O M O M r I`- e- c o o a o 0 r �° 0 0 0 >0 e- N Cl) It d' r Z Z O W 0 w w V O W Z I-- W ~m00 _F-__ Z �z�� F—I LL Q W � z� O<�Z Z Z tL U Z can Z cWr) 0 Zt F- U of a 0' Al 0 0 uj WIc/) 00 s LAST PLOT DATE 5/26/2011 to o 6 PLEX - 2ND FLOOR 0 - ROOF FRAMING PLAN 264" UNIT'1415' 21'-4" UNIT'1210' 7 8 Al fi A18 OF WALL HATCHING INDICATES 15/32" FIRE RETARDENT TREATED PLYWOOD r------- -i _ - 0 o. N cf) T W J L- 0� S6 I a O� 0)6 4'4' RIDGE VENT 3-0 RIDG� T-1'-0" w VENT IL RIDGE 0VENT I _j iG SLP B 6' 9 S6 71- " RIDGE VENT w SLP 6.1 p N to «i SLP °- 104 � cnco a � I O N_ L— — — — — - 4 V-0" O.H. ROOF VENT CALCULATIONS: UNIT'1415' NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2007 SECTION R806 ATTIC AREA = 892 SQ FT VENTILATION PROVIDED AT RIDGE = 252 SQ IN VENTILATION PROVIDED AT SOFFIT = 466 SQ IN ROOF VENT CALCULATIONS: UNIT'1209' NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2007 SECTION R806 ATTIC AREA = 764 SQ FT VENTILATION PROVIDED AT RIDGE = 216 SQ IN VENTILATION PROVIDED AT SOFFIT = 255 SQ IN ROOF VENT CALCULATIONS: UNIT'1210' NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2007 SECTION R806 ATTIC AREA = 786 SQ FT VENTILATION PROVIDED AT RIDGE = 216 SQ IN VENTILATION PROVIDED AT SOFFIT = 265 SQ IN . 1 0> d SIN 11021! ifi!i% <..O�ei r IfI�/ I;tliC..•),;'.000O� INS �•�•�•�•� f,�4...�►. /'.s�.�000G000 AWMAWAW 1F&9AV&V/fA- UP �0�.�.pC�i �0.�.�O.��b�i�i�i�i�i� !%O�i�i�i�i►��i�i�i�i�i� ,►•ti�i�i�i�i�►�i�i�i�i�i�i, �i•O^'OiQ �:.:._.:.0�►2i00.O.0 .❖0.00'►0•.O'00� �i00•.O�i►iO�i00�.� ,��\ �i�i� �� i�i�i; �iii, ��i�i�i�i�i�0i�i�i�i�i�i �.iiiii�►.iiiiii; ��i�i�i�i�i�►�i�i�i�i�i�i �00000�/�� ppQpp�p��p�0��! ��/�� 1 - � �OOi�Oi^i i�i^i^Oi^i�►^i^i^i�i^i^i i�i^i^i�i^i�00i^i�i^D� ��Q�^�^��►�^��^�^��! ��►�� 1 ��!�'►'��42'4' ��►�� 1 - • ��p..�.,,�� .O�.�p.�� - • ��.�0.�.�i�►O�Op.�i�i - • •.....�►.....1 �Oi�►�i�i�i ►..v..� ® _01F ♦..... 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A16 A18 A17 ' 264" UNIT'1415' 21'-4" UNIT'1210' 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209' MIRROR 25'-4" UNIT'1416 MIRROR 136'-0" 6 PLEX - ROOF PLAN 1 /V 11 = 11-011 ow g W N wZ¢_QZ — � = C) o N wdo w0O-r �ULLZ OW �Q LO aW�a mwH � 00 xLn �OOW OZ U. r F, Z 0t7 HopW �Ww �Z W U- cnc W°oa o w00OZ z- UZNUW � O } < LLJ 2 w N W (D — _j Q O w w-x a =osmu 1�1 0 rn .000' 0 a' `�' rncs ►~� o NN o VC14U)u-4li4 W (� W LL¢ LLI (6 w I- Q Q' J 0' O Z w Q�XJ<O0�o0LL00OOp_ = dcnwOZpw00mz�z�¢ fn W W wF5www8N J O O a Z (n �0a. J¢�pzw gzZ.Lz If ¢ow Ua U- gi-� a gwm ¢ 0 0¢ Z LL FaLL z N a� o to � co OU)CMp D V7 U- } L z � d: .G I�- Q (u ~ z -� W uZ L U _jLo Lo J r M� W � O r- we- o N 0 N 0 (V 0 CV 0 N • !+� O O d' w h� O M � M , I- e L T O� o 0 0 0 0 0 (V cM ItT et ' z ? O ' h p W `....' W 0 n �,.. O CL X i ZWhW W t- ~m00 Z �z x = 5 1—II a W ri O �zj� W CLzzu- O�<z ULnnzvi Q Z z FQO U aJ a 0L A 1 1 U 0y�W = W� co 00 LAST PLOT DATE LO o 5/26/2011 p - z 0 6 PLEX - ROOF PLAN I m 5 FOAM BAND 6 FOAM WINDOW SILL 1 /2 = 1 —0 1 /2 = 1 —0 HATCHING INDICATES 1 1/2" RAISED KEYSTONE 15/32" FIRE RETARDENT SEE DTL. (7/Al2) (TYP.)— TaCerGn D1 VIAInnn irVDN 1" THK X 6" RAISED STUCCO HEADER (TYP.) - 12" X 61" APPLIED POLYPROPOLENE SHUTTER (TYP.) -- 1" THK X 4" RAISED STUCCO HEADER (TYP.) - ELEV AT 20'-8" rVAM bANU IQ= nT1 MIAIIN FOAM BAND SEE DTL. (5/Al2)---'� 1 THK X 5 RAISED — STUCCO BAND (TYP.) ELEV AT 0'-0" 1 ST FLOOR FF WINDOW SILL SEE DTL. (6/Al2)---- 12" X 36" APPLIED POLYPROPOLENE M. a lTrrl-1 ir�irl � 6 PLEX — FRONT ELEVATION 1 /8of = 1'-0" HATCHING INDICATES — 15/32" FIRE RETARDENT TREATED PLYWOOD (TYP) ELEV AT 20'-8" ELEV AT 18'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF AI All AI All 6 PLEX — REAR ELEVATION 1 /8" = 1'-0" ELEV AT 18'-8" T.O.M.7 10 ti Al2 12 4� co O `alo co n ELEV AT U-011 1 ST FLOOR FF GRADE LINE (ASSUMED) DECORATIVE CEMENTITIOUS FINISH CLEFT ELEVATION ELEV AT 10'-8" ELEV AT 9'-4" T.O.M. AI All AI 1111 I8Y co 7 KEYSTONE DTL. 1 /2 — 1 —0 RIDGE VENT 1 /8" = 1'-0" 12 ELEV AT 20'-8" 16 HEEL HGT. ELEV AT 18'-8" T.O.M. ELEV AT 10'-8" 12 2ND FLOOR FF 14 ELEV AT 9'-4" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF 8 KEYSTONE DTL. 12 if— 11-011 A I nil A 1 (ill ELEV AT 20'-8" /4" RAISED ,'0 BAND (ET 12 Y HEEL HGT. 61 ELEV AT 18'-8" TOM �11 All 9 DECORATIVE WINDOW 1 if = 11-011 HATCHING INDICATES 15/32" FIRE RETARDENT TREATED PLYWOOD (TYP) BRACKET & BAND SEE DTL. (8/Al2) (TYP.) ELEV AT 20'-8" ELEV AT 18'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF HATCHING INDICATES 15/32" FIRE RETARDENT TREATED PLYWOOD (TYP) ELEV AT 20'-8" ELEV AT 0'-0" 1 ST FLOOR FF RIDGE VENT 1__(TYP) FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON DRAWINGS. REFER TO FBC 2007 RESIDENTIAL, SECTION R703.8. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. MANUFACTURED ROOF TRUSS ROOF FINISH PER ELEVATION ROOF SHEATHING METAL DRIP EDGE 2X4 SUB -FASCIA ��— ALUMINUM WRAP 1'-0" ALUMINUM SOFFIT 10 SCoe= FFIT DETAIL 311-019 10 ELEV AT 10'-8" A1212 12 T 2ND FLOOR 1FF 4 - - - 4 ELEV AT 9-4 T.O.M. - - - - - - - 12 SOFFIT DETAIL 3/4 — 11-019 13 SOFFIT DETAIL 3/4if— 11-011 ELEV AT 18'-8" 7 T.O.M. ELEV AT 10'-8" ELEV AT 9'-4" T.O.M. co co Q bD o0 ELEV AT 0'-0" _ _ _ ELEV AT 0'-0" 1ST FLOOR FF - 1ST FLOOR FF DECORATIVE GRADE LINE (ASSUMED) CEMENTITIOUS FINISH 4 RIGHT ELEVATION 11811 = 11-019 *EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 11 SOFFIT DETAIL 3/4 — 11-019 MANUFACTURED ROOF TRUSS ROOF FINISH PER ELEVATION 1/2" SHEATHING METAL DRIP EDGE 2X4 FASCIA ALUMINUM SOFFIT MANUFACTURED ROOF TRUSS ROOF FINISH PER ELEVATION 1/2" SHEATHING METAL DRIP EDGE 2X4 FASCIA ALUMINUM SOFFIT MANUFACTURED ROOF TRUSS ROOF FINISH PER ELEVATION ROOF SHEATHING METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT w U- ❑ Z N w ¢ Q J Z 2 '- N 5; 2 m z o N to W Z_wZ QwF=-¢ in NLj �fn 'n ao Lo _= oOw p ❑ wQ F- �Z ❑ ce ¢ I¢= -❑per w �z w U- � DW D �Oopl�- C9v) w❑o0Z Z� ❑ UzNUw Z Lu m Lu �- �¢ Z w Ch-J ❑ ❑ LLB -5 = d J C0111 w AA 0 +� ,C 'figs v, V .p � M v o w a� a� v n r� 'va 4c� ([�'R u t: t o L-, N � � cq J) P 44 W 0 W H Q x W z w af)_�d0` W<11_002.�0 Q 0nW12Z0FEoom0Z�U owa.wwwwWwu_w<01_j 0 0 (A 0 Z ¢p�WOwF� ww— OwCL LL Oa o Q0Q 0 Z5 Qz O Z CD N 0 (D CO fn = CO M O �C, U 17 r- c G > i- I-- � .4 N ~ Q 0) Z ---I N W IZ L U Lo —I Lo T M� or- zcul�l OOO�� r- T r e- o N 0 N o N D N CD N N • r-1 F� 'M,C' A O rt CSC T-- t~ O M & A r- r-' h r- rL O � c O O O O O r Oy O O © O r- > ' N M d' 4 r d� Z Z _zo �^ u J Wows? WwT wu5io ZW~a Lu�-w T Z ,J+r `(w0 i-�Z� w =s � O:;��z z z u- ULnZw Z ZQ �¢0 U aJ a cn M Al 2 0 U W W I = LAST PLOT DATE D o 5/26/2011�4 p O 6 PLEX - EXTERIOR �..�.� ELEVATIONS O RECESS CAN, LAYOUT PER SPECS ao FOR -- -_ HOOD/ t MICRO ch ELEC ---- METER ELEC------� METER ;n ELEC ---_N METER 0 0 OURESCENT v LIGHTING, LAYOUT PER SPECS c fV COVERED PORCH A WP `~ GFI AL GREAT ROOM DINING A i TO DISP--\ .U. 2' m ui � I =e A/C DISCONNECT 0 TO 2ND FLR ELEC II II CS n PWDR' BATH 0 GFI i 11 48 GFI \ GARAGE FOYER 48 --„ — o 110V CLG GFI 1 2'-10" 1'-6" 2'-0" 1. 2'-0" MNT. OUTLET� 0/1- 48 Ilo ! -- L) W M \ w CL I i 4 WP o GFI ENTRY N C q of 5'-10" N 5'-10" A uj --PRE WIRE GFI UNIT '1415' - 1ST FLOOR ELECTRICAL PLAN 1 /4" = 1'-0" PRE WIRE LINE OF ROOF BELOW UNIT '1415' - 2ND FLOOR ELECTRICAL PLAN 1 /411 = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS, FAMILY ROOMS, DINING ROOM, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 5. TAMPER RESISTANT OUTLETS ARE REQUIRED IN ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 406.11 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2008 NEC 200A INDOOR PANEL CENTER NEMA1 200 AMP METER MAIN 150-200 AMP 0 SER AL CABLE NEMA 311 POWER CO. FEED #4 Solid COPPER Ground Galvanized Driven Ground Rods at least V apart TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 0 SWITCH N DOOR JAMB 0 4 1/2" DUPLEX C OUTLET TRIM <> 0 BASE ° TRIM NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE © STRUCTURED WIRE OUTLET -�- SWITCH AT 36" 6- 3 WAY SWITCH AT 36" -64-1 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -a DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL -(- CLG MNT LT FIXTURE -{�- CLG MNT PREWIRE - FIXTURE BY OWNER -{} SURFACE MNT FIXTURE -}- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6 50W MR16 4" LOW VOLTAGE OWNER 8 50W PAR20 NFL 4" MINI ROUND RECESS 10 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH Cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR SMOKE DETECTOR r-U-182 UNDER CABINET 18" rS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" = S-36 - SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP ® 24"CLG MNT WRAPPED FLUOR LIGHT 49 1 48"CLG MNT WRAPPED FLUOR LIGHT 5-724:RR 24" VANITY LIGHTING 5-- 36 ;--R 36" VANITY LIGHTING 4848" VANITY LIGHTING Q EXHAUST FAN/LIGHT C, EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION ® ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER QT THERMOSTAT ® SECURITY PAD A/C DISCONNECT 0 TO 2ND FLR ELEC II II CS n PWDR' BATH 0 GFI i 11 48 GFI \ GARAGE FOYER 48 --„ — o 110V CLG GFI 1 2'-10" 1'-6" 2'-0" 1. 2'-0" MNT. OUTLET� 0/1- 48 Ilo ! -- L) W M \ w CL I i 4 WP o GFI ENTRY N C q of 5'-10" N 5'-10" A uj --PRE WIRE GFI UNIT '1415' - 1ST FLOOR ELECTRICAL PLAN 1 /4" = 1'-0" PRE WIRE LINE OF ROOF BELOW UNIT '1415' - 2ND FLOOR ELECTRICAL PLAN 1 /411 = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS, FAMILY ROOMS, DINING ROOM, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 5. TAMPER RESISTANT OUTLETS ARE REQUIRED IN ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 406.11 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2008 NEC 200A INDOOR PANEL CENTER NEMA1 200 AMP METER MAIN 150-200 AMP 0 SER AL CABLE NEMA 311 POWER CO. FEED #4 Solid COPPER Ground Galvanized Driven Ground Rods at least V apart TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 0 SWITCH N DOOR JAMB 0 4 1/2" DUPLEX C OUTLET TRIM <> 0 BASE ° TRIM NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE © STRUCTURED WIRE OUTLET -�- SWITCH AT 36" 6- 3 WAY SWITCH AT 36" -64-1 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -a DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL -(- CLG MNT LT FIXTURE -{�- CLG MNT PREWIRE - FIXTURE BY OWNER -{} SURFACE MNT FIXTURE -}- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6 50W MR16 4" LOW VOLTAGE OWNER 8 50W PAR20 NFL 4" MINI ROUND RECESS 10 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH Cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR SMOKE DETECTOR r-U-182 UNDER CABINET 18" rS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" = S-36 - SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP ® 24"CLG MNT WRAPPED FLUOR LIGHT 49 1 48"CLG MNT WRAPPED FLUOR LIGHT 5-724:RR 24" VANITY LIGHTING 5-- 36 ;--R 36" VANITY LIGHTING 4848" VANITY LIGHTING Q EXHAUST FAN/LIGHT C, EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION ® ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER QT THERMOSTAT ® SECURITY PAD t0 0 V u cM o ao U) 0 rn Q) t�. t�'01to m �t" NO,(o �C4(AUP.,W. �Q W W �LLI wO� F- Q J (X Z w Z Uj a0?_j 0� :o:�LL _jO Q = ancy y OZOXOOMZZ�F- ��a�c6wwwv� =� O 0 L Z v:4p ��a¢OwOwZOwU"a appw 2r� 2w62¢ OQ 0 c�Z9 O= !f 0 Z N LD (1) O CEO Z > CM p > 0) cu N F-ti N Z 4)~ IZLU J LO l0 0 o N O CV O N o N 0 N •v o o (6 o 6 M ti OL o 0 0 0 0 N v N M �t d Z Z Z0 LO LLIU�> pwrn O W-- L 1.p5.a 0 LU Z F_ tY F- W Z � t co ZUj �� Z� 5 1L Zu_O zz ULnZ� Z �qZ 0U Z of 0- 3 0 U Lu 00 WAl I _ U) 00 LAST PLOT DATE M 8 o 5/26/2011 O UNIT'1415' - 1ST & 2ND FLOOR ELECTRICAL PLAN A/C DISCONNECT VKt WIRE PRE WIRE RECESS CAN, LAYOUT PER SPECS OPT FLOURESCENT LIGHTING, LAYOUT PER SPECS GFI OUTLET & LIGH W/ OPT. DBL. BOWL A I Gl, BELOW � `v UNIT '1209' - 1ST FLOOR ELECTRICAL PLAN 2 UNIT' 209'- 2ND FLOOR ELECTRICAL PLAN 1 /491 = 1,-011 1 /4" = 11-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A)BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS, FAMILY ROOMS, DINING ROOM, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 5. TAMPER RESISTANT OUTLETS ARE REQUIRED IN ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 406.11 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2008 NEC 200A INDOOR PANEL CENTER NEMA1 200 AMP METER MAIN 150-200 AMP OSER AL CABLE NEMA 3R POWER CO. FEED Solid COPPER Ground --—5/8" Galvanized Driven ---- Ground Rods at least 6' apart TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 0 SWITCH N DOOR JAMB 0 44 4 1/2" DUPLEX OUTLET TRIM M ° BASE ° TRIM NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39' NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE .1 TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE QSTRUCTUREDWIRE OUTLET -0 SWITCH AT 36, 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --Q DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL -�- CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER -{�- SURFACE MNT FIXTURE -�- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR cU-182 UNDER CABINET 18" CS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" — S-36 — SINGLE 36" FLUOR STRIP — D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9-F24--;g 24" VANITY LIGHTING 9;-- 36 ;--R 36" VANITY LIGHTING 4848" VANITY LIGHTING 0 EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION li_�] ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER QT THERMOSTAT ® SECURITY PAD t � o ON o m �a M O 00 0O� C4 CU (U t,� t� l\ n NN 0P 3 W W ow ��__jwO�wwLLU00_j0 0) W0UJ � (r) Q auZ�m�o6 0 0 z �Oa>zYOZZLLpW��a QOw 2 OYZ QOQ LL4 O F¢LL O Z N 00 c) � cop L V- I` a- N0) F CU d: I�- 04 C Q 2) ~ J Z N w ZL U JL LO t ' ) O c- 0 r a co O CV O CV O CV O CV co (V • m Or-- (0 O d) co I` r O�o c 0 0 0 0 r 0 0 0 0 0 > ' N M 4 d' Z Z O ' ^ u J Wor-o W LQ W o W �0 Zw UJ F- LU I— W Z Z =5 w � O W 0<1<I.- J 2 a Z Z =¢Z z O U a I a ��mA14 O U W� W 0 = co ' OQ LAST PLOT DATE LO o 5/26/2011 p UNIT'1209' - 1ST & 2ND FLOOR ELECTRICAL PLAN GFI OUTLET & LIGHT W/ OPT. DBL. BOWL RECESS CAN, LAYOUT PER SPECS FOR HOOD / MICRO OPT FLOURESCENT LIGHTING, LAYOUT PER SPECS r IN" WIRE WIRE UNIT '1210' - 1ST FLOOR ELECTRICAL PLAN 1 /4" = 1'-0" A, C" md LINE OF ROOF BELOW UNIT'1210' - 2ND FLOOR ELECTRICAL PLAN 1 /4" = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A)BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS, FAMILY ROOMS, DINING ROOM, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 5. TAMPER RESISTANT OUTLETS ARE REQUIRED IN ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 406.11 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2008 NEC 200A INDOOR PANEL CENTER NEMA1 200 AMP METER MAIN 150-200 AMP 0 SER AL CABLE NEMA 3R POWER CO. FEED eSolld COPPER Ground Galvanized Driven Ground Rods at least V apart TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 67 SWITCH iv DOOR JAMB 0 4 1/2" DUPLEX G OUTLET Q TRIM ih 0 BASE ° TRIM 4 NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" I WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE © STRUCTURED WIRE OUTLET - SWITCH AT 36" 9 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -� DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL -�- CLG MNT LT FIXTURE -- CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 06 50W MR16 4" LOW VOLTAGE OWNER 0 50W PAR20 NFL 4" MINI ROUND RECESS 0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL * CLG FAN PREWIRE AND SWITCH @ COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR Q SMOKE DETECTOR =U-183 UNDER CABINET 18" cS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 UNDER CABINET 36" — S-36 — SINGLE 36" FLUOR STRIP — D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT I- 48 —1 48"CLG MNT WRAPPED FLUOR LIGHT 5F 24 ;,;g 24" VANITY LIGHTING 59=- 36 :;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION ® ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER ( THERMOSTAT ® SECURITY PAD r4- Uj t0 O U) rn cri w M c 00 i Ocu o 141-- UNcnUP;V; W � W - p LLl W O _ ° ��oW<(xYg° jo Qg� aN�w rn�ajinWw�_Zww<p1_j ZOR00,ZZ�2 O O f/) � Z _Q�ow 4Ow 2 _WZOwcapa. Q Q LL Q QYz O QF-. ¢ LL. O Z N 0 tU O 0�c")p G > L 0) Q CIO d: � 2 cu C Q .!2) Z J N wLIDv J LO to A t' J O o C) CD Co r- 0 W O N o cV 0 CV Co CV 0 CV • r-I 1� O O 4 co e- Imo- O M & cM r n r r C 00 O 00 r '° 0 0 0 r jp N ch d r Z Z O LU p w to W 0 F_ zwl=-Q wl-w =m== H Z 5 %3: �2Z� w �--' ELZZLL. 0J2Z ¢ UDZ1) Z =Q0 Z ~ U o� a a c-f) Al 5 O 0 _ W I co OQ LAST PLOT DATE o 5/26/2011 p UNIT'1210' - 1ST & 0 2ND FLOOR ELECTRICAL PLAN KITCHEN 1 /2" = 1'-0" ;o VANITY LIGHT in SHWR HD - TILE SHWR- 42" HIGH MIRROR 4" BACKSPLASH a MC VALVE- - cO SPIGOT- 0 cM / 0 \ 3'-0" 2'-7 1/2" " FILLER BATH #2 1 /2" = 1 '-0" 0 io �To 3'-0" 1'4" 2'-6" 1'-3" 2'-0' 3" FILLER 1" F \ / \ HOOD / \ / 4" BACKSPLASH Lo REF SPACE VERIFY W/ MANUF 11 KITCHEN 1 /2" = 1'-0" 190� �116 2'-6" 0 co O �V) I o N 3'-3" 1'-3" 2'-6" 1'-3" 204" RANGE 1" FILLER WIRE SHELF cV "HANSEN" N 220 VOLT BOX �? 0o I I I I ---- -----I-- -- -I I I I Ll I 14 1/2" X 16" DRYER i D i i W VENT RECESS I I I I I I I I I I I ih I I I I I I I I I I I I I I I 1 5 UTILITY CLOSET 1/2 — 1 -0 0 M 0 N ih KITCHEN 1 /2 = 1 -0 3 VANITY LIGHT TILE SHWR SHOWER HEAD TEMP. o SHOWER 42" HIGH c° ENCLOSURE MIRROR VALVE 1 4" BACKSPLASH MCI 1 1 c 3'-2" IA" I. 3'-0" In 11 MASTER BATH 1 /2" 1'-0" SHINGLES (TYP.) 12 PRE-ENGINEERED WD. 12 �16 TRUSSES AT 24" O.C. 6 (SEE TRUSS DRAWINGS) ELEV AT 20'-V' -_ —]_ —1 _ - - _ _ _ _ _ _ ELEV AT 20'-8" HEEL HGT. _ _ _ R-30 BLOWN INSULATION R-19 "- HEEL HGT. BATT AT ALL KNEEWALLS u_ ELEV AT 18'-8" I _ _ _ _ _ ELEV AT 18' 8" T.O.M. _ 2"X4" FRAME 2"X4" FRAME T.O.M. WALL WALL TEXTURED CEMENT R-11 INSUL. FINISH OVER MTL. R-11 INSUL. LATH (TYP.) 7TO 7TO 7TO MASTER SUITE M. BATH16" AHU HALL CLOSET HALL BEDROOM #3 DP. FLR. TRUSSES AT 24" O.C. 12 ELEV AT 10'-8" ��- _ _ _ _ _ ELEV AT 10'-8" 2N FLOOR FF iii Ell 2ND FLO R FF ELEV AT 9'-4" 11_ _ _ _ ELEV AT 9'-4" T.O.M. T.O.M. 4 IRDER P.C. ONLY 42" HIGH RAKE WALL ARCH COVERED 7TO 7TO PORCH GREAT ROOM PWDR GAR FOYER COV. BATH ENTRY ELEV AT 0'-0" _ _ _ _ _ _ _ ELEV AT 0'-0" 1 ST FLOOR FF _ 1 ST FLOOR FF EE FOUNDATION PLAN FOR FOOTING SIZES & LOCATIONS UNIT' 416 - BUILDING SECTION 7 1 /4" = 11-0" �o / \ O C° TKNEE A N SPACL Ilk 2'-0 1/2" 2'-6" 1 1/2" FILLER cn rn =w o ~ U N � w r WQ¢C7 ?j zi Z � r o N wd-❑ = H co wO -J �UILz Ow g� Lo wzw- N� to CD in =ooz Oz �z U. o x~O& }Z~it 300 Z z w IL:)W D)c5 w❑N0Z Z_ Uz w couj ZxZW uJ� oa aQ o�III mU) Q tG o u CJ OLf) M "s 0 m .2 w (R)L\<\.�Cm tl l O VNCIaUsi p�p4 ❑ Vj Lu of w Q' � oz w L/ rr nn LL V Q Q U W:3_Jcoo3:11(oLLV❑OJI- =axoxo zwLLLOZm-i❑� b a ajinww�ZOLLW¢p _, con�a. w9a. Z a�< rgWo�U❑¢ o 0 Mg, ow O Z O N lV O fn to C�U)cMp LL r CD C > L a) Cc ti 04 2) c ~ Q Z —1 a) w IZ L U Lo Lo 00 O cz �/�� O O r O •r r- r- r r- W.- �+\✓� O N O N O CV O N O CV • r-1 F� O O 4 (G � I` O M & A r I�- r O� S O O CDO Cl L j 0 0 N 0 vi 0 4 !r- 4 INC r- Z Z z0 �n L / W IpwU) U�� W �pLu2 zLu W Q LuI-w =m=0 z �z H 5 %-gzm ¢w0 W CLzZu- oZ Z =¢O Z ~ U a CL Al 6 00 _ W 00 LAST PLOT DATE o 5/26/2011 p UNIT'1415' - INTERIOR ELEVATIONS V-0" 2'-9" 2'-6" 2'-9" V-0" 2" FILLER-11 \ \ / HOOD \ Ll 4" BACKSPLASH 17 e \ N / \ O 04 \ / 4" 4" 2'_0" 1'-9" 2'-6" 11_9" 2'4- 2" FILLER RANGE 2" FILLER HEN�� 4 1K/2 ITC— 1 -0 9 c� O c� 1 ARCH AT FOYER q 42" HIGH ih MIRROR 4" BACKSPLASH a MC bo O CM 2'-6" 2'_6" 1" FILLER MASTER BATH 1 /2" = 1'-0" 2"X4" FRAME WALL COVERED PORCH 12 2'-0" 1 FILLER 4" BACKSPLASH 2'-0" JL 1'-6" J, 2'-0" V FILLER KITCHEN OPT VANITY LIGHT WITH OPT. BOWL OPT BOWL ' ' ii • ■.,l ,.■■ii Nk 3'-3" KITCHEN Tr to 12 6F— 1 /2if = 1'-0" 2" FI �T0 REF SPACE VERIFY PANTRY W/ MANUF ip T-3" VANITY LIGHT is SHWR HD TILE SHWR o 42" HIGH ( `� MIRROR VALVE 4" BACKSPLASH MC I 9 bo co SPIGOT `v " = 1'-0" 1 /2 O M 3'-4" 1'-0" T-0" 2" FILLER PRE-ENGINEERED WD.--/ TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) /_R-30 BLOWN INSULATION R-19 ------ L BATT AT ALL KNEEWALLS W.I.C. H BATH #2 L-� - —SEE FOUNDATION PLAN FOR FOOTING SIZES & LOCATIONS UNIT'1209' - BUILDING SECTION 1 /4" = 1'-0" SHINGLES 2"X4" FRAME WALL �To BEDROOM #2 HALL 16" DP. FLR. TRUSSES AT 24" O.C. r--ARCH 2TO PWDR FOYER BATH o / Q \ KITCHEN 1 /2" = 1'-0" WIRE SHELF N _O cV "HANSEN" N 220 VOLT BOX 4 co r----- ------i r---- -----� I I I 1---- p ----a I--- --- I I I I C I 14 1/2" X 16" DRYER i D i i W VENT RECESS I I I I I I I I I I I I I I I I I I I I I D�1/2�— TODM 1 -0 ELEV AT 18'-8" T.O.M. 11 INSUL. 12 1214 4 ELEV AT 10'-8" - - - F ELEV AT 94" T.O.M. ARCH TEXTURED CEMENT COV. FINISH OVER CMU ENTRY (TYP.) _ _ _ _ _ _ ELEV AT V-0" 1 ST FLOOR FF — — — — — f co rn = uw c ~ U N W Q WQ_QO' 3:J�_Z ( = p N W �-a'❑ co w00-� �Uu- OW Lo Z T- m CD co Q F- in oz �- �m OZ W ¢ LL� # F- LLI ❑ d' ❑0F Z W }:�z iL : © CC W W (0 0 _ co w❑oOZ 9- N 0 o c.0 Z l u ? ?-<WomLLJ LLJ --; �(D Ja ° Lu W!= - ❑ � m fn F- F- Q 0 u E'� V iR 000 cn O rr-+ �C8 o W w ❑ ui w°¢ I- ~ O��Y° o U =av� LLI "vi -wO2 °�-8g z O0OOz¢ qLL Z az aYew�zzOd wuJ gw¢0 Ow a u.a E� o2U¢ b z O maw 12 0 Z O N 4 a) O (n = CO 0 CM O V- 17 r' L � ti Q 9) N ~ Z _J W W � V JLo T_ Opp O � W O r O r O r r r r r O N O N O N O N O N d' I� & r r IrC�^ c 0 0 0 0 0 O p O 0 0 r r N M 4 4 Z Z _z0 � wo�� W W ` "hham" W spa Zw �- LuF-w =m== z 29z� QWjO w �"-- O Z Z u- z U�zccn Q Z 0 n zz U V .J a as O W� DO7 0 > N OD LAST PLOT DATE D o 5/26/2011 p UNIT'1209' - -1-� INTERIOR ELEVATIONS IN O M 1 ARCH AT FOYER 1 /2 - 1 -011 i f 2'-01" V-6" 2'-6" V-6" 3'-0" 3" FILLER 3" FILLERTJ \ � / ; / \ / / � HOOD / t 4" BACKSPLASH io REF SPACE VERIFY W/ MANUF 2'-0" V-6" 2'-6" V-6" T-3" W FILLER RANGE 1KITCHEN 1 /2" = 1'-0" CV WIRE SHELF ::�... CV N "HANSEN" ? BOX 220 VOLT I I I I W i i D I I I I I I I I I I I I I I I I I I I I I I I I u I I I I SPLAYED 5 UTILITY ROOM 1 /2 - 1 -0 N M a O N 14 1/2" X 16" DRYER r VENT RECESS Eo e O 12 6� PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) ELEV AT 20'-8" 12 R-30 BLOWN CATION HEEL HGT. 6 F_ R-19 ATT AT ALL ELEV AT 18'-8" Q KNEEWALLS T.O.M. ��-----� I�A7=77Fn II II II II 2"X4" FRAME WALL ELEV AT 10'-8" _ 2ND LOUR FF ELEV AT 94" _ T.O.M. ELEV AT 0'-0" _ 1ST FLOOR FF BATH COV. PORCH JI JITEIIIIII W.'-C. W.I.C. KITCHEN 1 /2" = 1'-0" TUB T-6" BATH #2 1 /2" = 1'-0" TO� BEDROOM #2 TO HALL I BAT (� #2 16" 1 AT D4" O.C. � TRUSSES 42" H. RAKE WALL W/ WD. CAP ARCH GREAT ROOM / KITCHEN All BEYOND / TO / PWDR FOYER BATH SEE FOUNDATION PLAN FOR FOOTING SIZES & LOCATIONS UNIT'1210' - BUILDING SECTION 1 /4" = 1'-0" 12 16 ❑0 4'-9 1/2" 0 CM KITCHEN 1 /2" = 1'-0" VANITY LIGHT 00 00 Ea co 9 o 42" HIGH `'0 M 42" HIGH MIRROR MIRROR 4" BACKSPLASH MC I 9 MC 4" BACKSPLASH ED co A� Ch cn 2'-3" 2'-6" 2'-6" 2'-6" 1 1/2" FILLER ELEV AT 18'-8 T.O.M. R-11 INSUL. 12 ;Zj 4 _ _ ELEV AT 10'-8" - - 2ND FLOOR FF ELEV AT 9'-4" .EDGER T.O.M. �- ARCH ENTRY TEXTURED CEMENT FINISH OVER CMU (TYP.) _ _ _ _ _ ELEV AT 0'-0" 1ST FLOOR FF 1 1/2" FILLER 'MASTER BATH 1 /2" = 1'-0" 0 Ch N 0 M OPT VANITY LIGHT WITH OPT. BOWL OPT BOWL TP H U N w ri w¢Q� a >�Q❑ Z❑ Q GiQ1V O J >Z2Z twn Lo CD =mom �❑ Da L I-0QW F-Z ❑_ u ►=-pF_uj �z w w _ co wuo❑� 0� Q 0ZNOWZ_ F_ ❑ -� }<Ui02 dFw- Co UJ w Z X Z J W Ja. Will ❑�mfn HH Q 4) o C 000 Cn lu E�C14 UP44; w (� W ❑w w0� f-a .J.i~Z�' w2mJ¢O<w:w0) �JO J f/i di J Q Q U 0 O O <Oo zLLLLoz�°o�aa a m9ozoRoOm2 cn(a>�nww�zLLWa0 J (n Z ao�w0W14-�Z�wO�U°IL o� 0 LL Q s oadz O f- U. 1 O Z O N (1) O U) t0 O M p LL T7 CL 2�� L (U N I— � tCi Imo„ Q CU Z —� Wz WL0 J Lj J C� Cy0 ul) o� Mr O r O r O r .- r !- ST W O CV O CV O N O N O N • r-1 W O CO r O M A r I-� r O � c O O O O O r ° O 0 0 0 Cl r > r N M d' d' r z z 0 z— /�'� L J WU�: ow� > 0 W � zW CL a.x H w =m00 w L Z 5 aw0 w F � O_jgZ � Z j� Z Z U_ QVcanZcwn z z �a0 U of 0- M�Al 8 0 w W� W = Cl) LAST PLOT DATE D o 5/26/2011 p UNIT'1210' - +-� INTERIOR ELEVATIONS 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1 1. 2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE (FBC), RESIDENTIAL, 2007 EDITION (INCLUDING 2009 SUPPLEMENTS). 1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 9TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1. 2. 1. ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 630-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2. 6. FLORIDA BUILDING CODE (FBC), RESIDENTIAL, 2007 EDITION (INCLUDING 2009 SUPPLEMENTS). 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 6. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2,2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301 OF THE FBC, RESIDENTIAL, 2007 EDITION W/ 2009 SUPPLEMENTS, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING, INTERNAL PRESSURE COEFFICIENT OF +/- 0.18 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-02 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1, ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615-94 GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 24", #3 BAR 18". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 13/2" GROUT FILLED MASONRY: a4" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTMA185-01 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315-LATEST EDITION. 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN WAND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-01, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E =1200 Ksi ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE -DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2002, BCSI 1-03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA RESIDENTIAL CODE R703.6.2 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500-03a, GRADE B Fy=46Ksi HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A52"7, 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS - _ - 48" 16d = 0,162". FOLLOWS: 8d - 0.131" 10d 0.148" 12d - 0,1 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1.850 PSI Fc = 500 PSI (PERPENDICULAR) Fe = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500-03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6, WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. 4.8.2. FOUNDATION IS DESIGNED FOR SOIL PRESSURE CAPACITY OF 2000 PSF. 4.8.3. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 2007, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT r r Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" awayfrom the building side walls. 9 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative camentitious finish lass than 5/8" thick adhered directly to the foundation wall. 5. FBC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC R320.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed orformed. 7. FBC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R320.1.5 - Concrete overpour and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11, FBC R320.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC R320.1 - All buildings are required to have pre -construction treatment. 13. FBC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be Issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 4.8.4. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6, GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11 GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM)ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4 GLAZING IN SECTION R 308.4 ITEM 6 IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4 ITEMS 7 AND 10 WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. O Uj ~ VZZ N W w LL W a ¢ Z J �_ o N W ate'° F" N LU U j OW wzw 04LU C3 =mLLP _00W tY° OW V_ I- �z ¢ ° (� ¢ F-0OU } W QZ > - LL W fA WOO°H Z(1) W°o0Z UzNvW 0 -� mz=zw W t--J Q° ¢ W wax°a � IX =osmu=) F-F- Q LL1 at V v Q` LLf) ^IN W) M .di J) 0 r N c*) 04 4 O+ s a 3-i ,b�AOmm� C) a, 1 v C:)��` 3N��0 V IN ,a,,, � N N V OO V <\ �NUf�i�'�fsa W WQ °uw ui wpm WO< WQ�JWgzW z ¢S¢QO W25 UO0 U�aXJzLLLLz o2OO-aQ°< o9ooaoom<z a- �WWWWFLLWOp0� OwUOa _j 9 ILQz QU. ¢w29¢OW u_¢ O ¢u C) z0 N O W 0 F E Zo > IflU)CMo p, ILL T7 C LL C ti ZCU J WZ LO U Li JLO 00 W [ O O O �- 0 CV 0 (V 0 N 0 N 04 N • 1� F._ 0) O d' co iL IL O M a) C; T ti � O� F+rC CD CDO O O " 0 0 0 0- r 04 cM 4 4 z Z z� �"`� L J WU�� W W f �,,/1 l� 0 �S d 1 I, 1.- ZwF-F- �1-W m = _ ZvN/z�( r= < Uj 0 MZ W �ZZQLUL ��2Z QVa. z z ((1) CO z F- 0 ~ U J a a 0 U W cJ SNO 2 W� U) LAST PLOT DATE 0 u) o 5/26/2011 p O STRUCTURAL H DETAILS RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.G. 10,41 (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE (123mph enclosed, 3 sec gust; 2 V 12 t7 0-9112 pitch Eyposufe 0, Idelght - 30 facet )mpolt8noe Factor - 1.0) ROOF WALL TRIBUTARY AREA (fl). ZONE 1 ZONE 2&3 ZONE ZONES 10 2D 6. .532 j 0.3 1 -701 36,3 1 '39.3 36,3 48.5 2° 180 -322 190 1 B36 34,6 -37.7 34.6 -45.4 50. 167 -31.1 1V -55:tl 32.5 ,35,6 325 410 106 141 .30.1 141 46;6 30.6 e33.9 30.8 -37:7 125 14t -30'1 1:4:7 -488 308 -33.9 Notes: 1 For affective areas or wind spoods be1Weon those'glVen abovellie load may be Interpolated'. gthervoisa usetheload assodeted with the, lower effeative area'. 2 Tablevalues shall be adjusted fa height end exposure by multiplying by adjustment coefficients In 7e41e R301 2(3) of the Florida Residential Coda 2DD4 3 Plusand minus signssignify prossuros acuing toward and away frpm the building surfaces UPLIFT' CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE UPLIFT CAPACITY CONNECTOR LATERAL FASTENERS CONNECTOR UPLIFT CAPACITY S.Y. (.P ;} LATERAL CAPACITY FASTENERS S. ,P_I"2i bp .) CAPACITY .#2) MAuONRY APPLICATIONS MASONRY APPLICATIONS HTA10 1615 1585 1 590 10-10d x 1 1/21' META16 1450 1247 1 335 7-1Od ;I 1rZ, HTA20 1015 1585 1 590 10-10d x 1 112" META20 1450 1247 335 7-1Od x 1 1/2" HTT1 i? 4290" 3689* 18-16d & 1) 5/8" A.B. HTT16 4175*, . 3695* 18,16d & 1 WV'ATR 32-16d Sinkers & (1) HTT22 5370* 4618* - 32.16d & (1) 518" A,B. HTT22 5260* 5250* - 51$' ATR 16-1Od &-1J4"x3" LGT2 215C1 185p 16.16d Sinkers & 7- LUGT2 1850 1850 Wedge bolts 1/4"x21/4' Titan 8-16d Sinkers & (1) LTS19 1390* 1195* -- 8-1Od & 1 314" A.B. LTT19 1350* 13I) 314" ATR LTTI31 2825" 2429* 16-1 Qd x 1 1 2' & 1 ) LTT{31 23'I Q* 2310* 18 10d x 1-172" & (1) 5/8' ATR 518" A 8. FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-Bd x'I 1f2" H2 5 415 305 1 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H10 990 850 1 525 16-8d K 1 V2" RT16 2 1166 975 410 16-8d.x 1 1/2" H10-2 760 655 395 12-10d SPT22 725 623 200 8-10d SP1 585 535 10.10d SPT24 1086 933 260 12-10d SP2 1066 005 121Od SPT4 1075 924 6,1 Od x 1 1 f2" SP4 865 760 6-1 Did u i 1(2" SPTH4 2150 1849 12-10d x 1 1/2" SPH4 1360 1170 12.1Od x 1 1/2" MUGT15 4205 3335 -- 22-10d & 1 5/6' ATR MOT 3966 8330 22AOd & 1 518" ATR LUGT2 2260 1956 44D 32-1Od LGT2 2 50 1785 30-16d Sinkers HTW20 1530 1325 95' 20-10d HTS20 1450 1245 20.10d LSTA10 1235 1110 14-10d: LSTA18: 1235 1105 14.1Od LSTA24 1236 1235 16-10d1 LSTA24 1235 1235 18-1Od L$TA30 1640 1640 22-10d LSPA30 1640 1640 22.1Dd LSTA 1640 1 1640 1 22-1 Od I LSTA36 1640 1 164Q 24-1Od HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 1655 20-16d HUS26 1550 1550 .. 20-16d 7HDH26-2 HUS28 THDH210-2 2235 2570 3490 1935 2210 3020 28-16d '30-15d 58-16d HGUS20-2 HUS28 HGUS28.2 2325 2000 S220 19.5 2000 2705 28-16d 30-16d 48.16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER. FOR GROUT FILLED CMU hLQT F.: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE u-1 PRE-FAB CHIMNEY CAP LU J + + t + + } + + + + + + +v + + . + + + t + + + + o + + + + + + + + + <O + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + t t + + .' 6'-0(TYP.) rO6'0 ++ + + ++ + I + ++ +6 ++ + + ++ + + + + + + ++ + + + + + + + + + + + + + + + + + + + + +++ ++ ++ ++ ++ ++ ++ + + + + + ++ + + + + + + t + + t + + + + + + + + + + ++ + +++++ + + + + FLASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. EXTERIOR FINISH PRE-FAB CHIMNEY 15/32" CDX PLYWOOD OR „ 7/16 OSB Z BLOCKING @MID POINT zd M Cl)= WHEN CHIMNEY EXCEEDS 6'-0" _ IN HEIGHT — — ° O , GALV METAL — — — 1/2" SHEATHING OR O.S.B. RIDGE LINE 4 = D_ -1 M FLASHING 1z 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE O ry - s 0 Q L 2"x4" STUDS @ 16" O.C. MAX. 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4 + + + 4" O.G. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER a 06 RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER GALV. MTL. FLASHING 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER CRICKET 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH TRUSS TOP CHORD * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. U P HTW20 @ EA. CORNER 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING DOUBLE 2"x4" BLOCKING PATTERN. SECTION "A -All w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" 36" MAX. d US ° MUGT15 TYP. GIRDER TRUSS 7/8" CEMENT PLASTER A o IN ACCORDANCE WITH ASTMC926 SN1 2X TOP PLATE FELT BACKED METAL ^ ° 5/8,10 ATTACH TRUBLOSSES W/ N TO TRUSSES w/ USP SLOPE USP HTW20 EA. CORNER @ LATHE IN ACCORDANCE WITH THRU MP-34 ANGLE TYPICAL ASTMC1063 °° BOLT PRE-ENGINEERED WOOD TRUSSES o°°° �, °o , / TYVEK — PRE-FAB CHIMNEY ASSEMBLY 7/6"O.B.S. SHEATHING 2 X B.U.0 METAL / CRICKET f' FLASHING 3Yz" UNPERFORATED US O I 7 FLANGE /e WEEP MUGT15 TYP. A A SCREED \ 1 MAINTAIN BOTTOM V CEME f KEEP TOP EDGE OF WEEP SCREED CEMENT PLASTER PLASTER FINISH OF WEEP SCREED CAULK PER 1 1!2" TO 2" ABOVE 2" ABOVE TOP OF IN ACCORDANCE SCOPE OF BLOCK ROOF SHEATHING WITH ASTMC926 WORK OVER WOOD 2ND BOTTOM USP TYPICALFLOOR M U GT 15 TO JOINT ONLY p BUILT-UP COLUMN B DETAIL 2"X4" @ 16" O.C. MAX. (2) 2"x4" BLOCKING w/ 1/2" PLYWOOD FLITCH TYP. •' •,•o• ,o.,••� TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'4" ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BE CAULKED USING CAULK PER SCOPE STD. 900 BOND BEAM OF WORK FILL CELL HOOK CEMENT PLASTER • ..... .... OVER BLOCK 1ST NOTE THAT ' " " ' FLOOR • W THE HOUSE HTA 20-18 / HTA 20 Q CONT. #5 WRAP INSTALLATION @ MID SPAN STD, 90° CONT. #5 HOOK BAR AND METAL BAR �Q LATH MUST #5 CONT. GO OVER NOTE: .' ....... FROM THE TOP OF LOCATION OF UPLIFT VALUE FOUNDATION THE WEEP SECOND RT16 IS BASED ON TO HIGHEST FOR DECORATIVE S.P.F. BOND BEAM SCREED CEMENTITIOUS FINISH 4%6" BELOW GRADE BOND BEAM STEP ;o USP RT16 USING U 1� 16-8d x1 1/2" NAILS SCALE: N.T.S. WEEP SCREED DETAIL a •' o e e UPLIFT = 1030# SCALE: N.T.S. ° TYPICAL RT16 INSTALLATION n MUM A/C UNIT (2) SHEET METAL SCREWS PER BRACKET 4" MIN. EMBEDMENT ,;, �� 4) HURRICANE RACKETS SEE SCHEDULE FOR SIZE AND QUANTITY OF FASTENERS �� 3/8" DIAMETER CEMENT ANCHORS, o c sa II TYP 3"TO5"LONG ® o A/C PAD O • 1 4� am 4 e 44 A/C UNIT HOLD DOWN •- SCALE: N.T.S. TYPICAL HTA 20-18 / HTA 20 TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION INSTALLATION rn x w a ~ U N IY ►� W Q — 5; ZQ N_ �OU LL 2� to Z LUZ wwX `[ cwn LO 0 xmILH p �oz LO �* —OOz Z 0 U_< 0 Ix—p�W �Z >0 >-z50� LULu — co W LL F_ WpoOZ 0 cn Z� U Z 04 LU — LU } < LU 2 y> N CO=pJ J IL CL (n uj mui F- Q I1R O u u O Ln m � cf) 4 o 00 o C) ��cnUR-�w W uw _ vi O W WF-`T IY�� WW�~zIY Z LU � W o'5��<O�XV)LL0 LL J0 Q Q U ~ :3uo�m Zoo UJIaoW�QH WNZ aV C1 O U W�XOa - zWOwaaLLZ D_L aj� n w Mwomv 8 �¢Zg¢ U_ I.- U_ CD Zo CV N o U) co ❑ CM p CL❑LL7 >CIO i I" ca r Q 0) C ~ Z -j W `O U W J� Lt7 J M 00 (n CD o CV CD 0 N 0 0 N 0 0 CV 0 0 (V 6 0 4 cD T 1�- o CM &r— A r- ti e' � o 0 0 0 0 r` �■.�/ ` > C)D r N O cM CD 4 1 r d r Z Z O Woo a LU LU W Pp�n�. ZW Q IY F— LU =m00 Z 2 O �Z� w �— CLZQIi O_32Z < a LZZ ...� Z Q O Z U aJ a 0 U pp SN1 o W1 c, 00 LAST PLOT DATE 131) o O 5/26/2011 STRUCTURAL O DETAILS IIi I F: w S lz N ¢ � r Q Z = N W m — = Z N 5 ° J ❑ WOg_ w LLZ z w — NW Lc) r� =m400 LLZ o❑ I - °pw u`� (1) LAYER UNDERLAYMENT FOR ROOF PITCH>4:12 & INSULATION REQUIREMENTS Z Q TRUSS BOTTOM CHORD z � W j zz� w (2) LAYERS UNDERLAYMENT FOR ROOF PITCH<4:12. (2) LAYERS 1"X24" PROPRIETARY TYPE'X' (2) LAYERS 1"X24" PROPRIETARY TYPE 'X' LOCATION R-VALUE /TYPE OR 2x4 BLOCKING W/ ❑ ❑ w (nu) w 12 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. GYP. PANELS INSERTED BETWEEN 2" FLOOR GYP. PANELS INSERTED BETWEEN 2" FLOOR 2-16d TOE NAILS EACH O - _ 5/8"OR 1/2" HIGH STRENGTH @ w o ❑ C9� & CLG. RUNNERS W/ 2" STEEL H STUDS EXT CONC WALL R-4.1 HIGH PERM s „ „ „ END w Q o O Z z- °p HURRICANE ANCHOR @EACH & CLG. RUNNERS W/ 2" STEEL H STUDS (U.N.O.) 0. (TYP.) VARIES TRUSS (SEE UPLIFTS@ ED. W/ �, BETWEEN ADJACENT PAIRS OF GYP. PANELS 2X4 BLOCKING @ 48" O.C. MAX. W/ BETWEEN ADJACENT PAIRS OF GYP. PANELS ( ) (OR /8 GYP. TYPE X @ SEE UPLIFT SCHEDULE U z N U w h 2X 4 BLOCKING @ 48 O.C. MAX. W/ GARAGE W/A HABITABLE ROOM ¢ w O g ., ,� �, COVERED USING 6" WIDE 1/2" TYPE "X" GYP. FOR UPLIFT m z Y z w METAL PL. UNDER EA. TRUSS (2) 16d TOE NAILS @ EACH END & COVERED USING fi WIDE 1/2 TYPE X GYP. (2) 16d TOE NAILS @ EACH END & EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED ABOVE) wO w ATTACHED W/ 1 DRYWALL SCREWS AT 12 GLUED TO ROOF SHEATHING (ATTACHED W/ 1 DRYWALL SCREWS AT 12 CONNECTIONS. PROVIDE w _ CL ❑ MOISTURE BARRIER GLUED TO ROOF SHEATHING ( O.C. TO METAL FRAMING) S.P.F. DOUBLE (1) USP HTW20 WHEN W H M D _m z ROOF COVERING O.C. TO METAL FRAMING) 2X4 LEDGER @ 48" O.C. MAX. EXT FRAME 2 x 6 R-19 KRAFT FACED TOP PLATE 2X4 LEDGER @ 48" O.C. MAX. TRUSS ALIGNED WITH - ❑ °� F'I" ¢ INSULATIO 7/16" O.S.B. MIN. SEE ROOF VERTICALLY NAILED TO 2X4 BLOCKING W/ (2) 10d VERTICALLY NAILED TO 2X4 BLOCKING W/ (2) 10d STUD BELOW • BAFFLE NAILING SCHEDULE ON SHT. N1 TRUSS WEBS W/ (2) 8d (TYP.) 2" CLG. RUNNER TOE NAILS @ EACH END TRUSS WEBS W/ (2) 8d (TYP.) 2" CLG. RUNNER TOE NAILS @ EACH END CONDITIONED CEILING R-30 BLOWN -IN USP SPT24 15 LB ROOFING FELT (SHINGLES) (INSTALL BAFFELS AT EAVE) CONNECTOR 2"x S.P.F.16" EQUAL) ELEV. VARIES FIRE CAULK 15 LB ROOFING FELT (SHINGLES) PRE ENGINEERED ROOF FIRE CAULKA „ STUDS @ 16" O.C. U.N.O. PRE ENGINEERED ROOF 7/16 O.S.B. SHEATHING U.N.O. 7/16 O.S.B. SHEATHING U.N.O. - `� TRUSS @ 24" O.C. MAX. GARAGE SEPARATION O @ TRUSS @ 24" O.C. MAX. O.S.B. SHEATHING DREQ'DOR 1 F'OR 1 ROW 2x BLOCKING 5/8" OR 1/2" HIGH ALUMINUM R-11/R-13 KRAFT FACED ALL EXTERIOR OR SHEAR WALLS c (GARAGE LIVING) MID HGT. FOR WALL HGT. STRENGTH CEILING DRIP EDGE 8'-6". (2) ROWS 2x BOARD PER CODE (OR ALUMINUM FASCIA AS INDICATED ON THE PLAN. . BLOCKING @ 3rd PTS FOR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE N��N�° ATTACH SHEATHING W/ Sd WALL HGT. > 8'-6". GY12" N.O. 2x SUB FASCIA c� COMMON NAILS @ 4 O.C. @ SEE THIS SHT FOR FIRE RETARDANT TREATED o „ ROOM ABOVE) 2" VENTILATED ;::: FIRE RETARDANT TREATED �� BOUNDARIES, 6 O.C. � EDGES, DRYWALL SCREWS O.S.B. 7/16" SHEATHING 4'-0" ON O.S.B. 7/16" SHEATHING 4'-0" ON e�� AND @ 12" O.C. FIELD INSULATION CHART W/ @ SOFFIT EA. SIDE OF WALL NOT EA. SIDE OF WALL NOT @ USP SPT22 CONNECTOR qi 7" O.C. CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT STAGGERED OVER PARTY WALL STAGGERED OVER PARTY WALL. oM 24 "- x O.C."J" BOLT @ 2x P.T. BOTTOM PLATE BURN CLIPS AS PER FIRE WALL BURN CLIPS AS PER FIRE WALL No � 24" . W/ 2"-x3/16" 2" 6 X 6 W1.4 X W1.4 � BLOCK W/ 1#5 CONT. SIMPSON RBC @ 36" O.C. W/ 6-10dX 1-1/2 SIMPSON RBC @ 36" O.C. W/ 6-10dX 1-1/2 PLATE WASHER (TYP.) 5 WWF OR FIBERMESH R30 MIN. BATT OR FILLED SOLID MFG. SPECIFICATIONS NAILED NAILS INTO TRUSS BOTTOM CHORD/ MFG. SPECIFICATIONS NAILED BLOWN INSULATION NAILS INTO TRUSS BOTTOM CHORD/ INTO TOP/BOT. PLATE ONLY @ / 5 3 1/2" MIN. W/GROUT SCAB & (3) 1/4"X2-3/4" TITEN SCREWS INTO TOP/BOT. PLATE ONLY @ SCAB & (3) 1/4"X2-3/4" TITEN SCREWS c�No°J - - _ 1x2 P.T. HORIZONTAL T MASONRY. NOTE: RBC CLIPS TO EACH SIDE OF STEEL'H' STUD INTO MASONRY. NOTE: RBC CLIPS TO EACH SIDE OF STEEL H STUD ooN e 8 C.M.U. TYPICAL INTO 90 HOOK DETAIL 2X4 BLOCKING W/ (2) 10d TOE ° . D D D v NAILER BE INSTALLED PRIOR TO FURRING 2x4 SYP. #2 X12" LONG SCAB WI BE INSTALLED PRIOR TO FURRING - - - @ K.O. BLOCK STRIP INSTALLATION 10d @ 3" O.C. @ EACH RBC CLIP STRIP INSTALLATjEAH NAILS @EACH END - - ° /yfwl STD. 90' HOOK (SEE DETAIL) " INEERED ROOF PRE ENGINEERED ROOF CONTINUOUS TO FOOTER BELOW 0° — ° ' D p • " „ O-� TYPE S MORTAR PRE ENG �' min.) - 4° /\ 3 1 12"(min.)- 4 `r' o 00' TRUSS @ 24" O.C. MAX. TRUSS PERPENDICULAR TO 2x4 SYP. #2 X12"CAB W/ WALL @ 24" O.C. MAX. \ \\ \\\\�\ r rnR4.1 MIN. INSULATION 2x4 SYP. #2 X12 LONG SCAB W/ 24 MIN. LAP� �ON EXT. BLOCK WALL 10d 3" O.C. EACH RBC CLIP 10d @ 3" O.C. @BC CLIP (1) LAYER 1/2 HIGH (2) #5 COINT. „ +° o ARCHITECTURAL @ @ STRENGTH OR 5/8" GYP. WB. 4 1 -4 $ ` �; r; 'tl o FINISH W/ 1-3/8" DRYWALL NAILS OR Fy=40ksi U.N.O. #3 OR #4 REINFORCING BAR MIN. r` o lx2 PT WD FURRING @ 24 O.C. DRYWALL SCREWS. 7 O.C. �� #3 & #4 LAP SPLICE cn r� 3 e. CEILING.B"O.C.WALLS&4 TYPICAL BEARING SHEAR WALL STEP C 1/2" GYPSUM R 2" FLOOR RUNNER W/ 3/16" DIA. X R30 INSUL. MIN. 11 „ - w WALLBOARD U.N.O. 2" FLOOR RUNNER W/ 3/16" DIA. X -�' t(l) LAYER 1/2 HIGH STRENGTH OR 5/8 O.C. EDGES SCALE: 3/4 -1-0 1-3/4" TAPCONS @ 16" O.C. GYP. WB. W/ 1 3/8" DRYWALL NAILS O 1-3/4 TAPCONS @ 16 O.C. �SJ3� 1x4 P.T. BASE NAILER STD. 90° HOOK (SEE DETAIL) DRYWALL SCREWS. 7" O.C. CEILING. 8" STD. 90° HOOK (SEE DETAIL) MOISTURE BARRIER 30" MIN. LAP ° w co O ~ BASEBOARD (1) #5 VERT. IN FILL O.C. WALLS & 4" O.C. EDGES 1x P.T. NAILER W w o ¢ x J < Y z z ELLS SEE FDN. PLAN 8"X$"X16" CONC. KNOCKOUT BLK. W/ 8"'X8"X16" CONC. KNOCKOUT BLK. W/ W (� W a °° 0 Z o LL _ z m O O TRUSS BOTTOM CHORD OR � Q U �c�X-'z�,�oz��Q MIN. 2500 PSI CONC. SLAB w C ( R30 INSUL. MIN. 1 #5 ROD CONT. FILLED W/GROUT USP HTA20 @ END OF TRUSS W/ 10-10d X #5 REINFORCING BAR Q cn o 1 O o tt O o m ° z MIN, PSI MAY VARY PER z U FOR LOCATION) (1) #5 ROD CONT. FILLED W/ GROUT 1x P.T. NAILER O 2x4 BLOCKING W/ 2-16d TOE 0 1- � w � w - z w - � z ° 1 v 1-1/2" NAILS INTO TRUSS & 4" #5 LAP SPLICE 1/2"OR 5/8"HIGH STRENGTH O p (a a > z w w F LL z R-3 MIN. INSUL. PER F.B.C. (2007 ED.) NAILS @EACH END Ci d ¢ ¢ o W ° z wz z o w ° ° oa. MUNICIPALITY o 4"x4"INSPECTION PORT AT R-3 MIN. INSUL. PER F.B.C. (2007 ED.) EMBEDMENT INTO CONCRETE (NOTE: BOARD(U.N.O.) (OR 5/8 GYP. (A O Z ¢ F- in - w 2 0 SEE UPLIFT SCHEDULE u_ w i-- o ¢ cr) g EACH FILLED CELL TYPICAL S13-602.lABC.1.1 S13-602.1ABC.1.1 INSTALL HTA20'S PRIOR TO INSTALLING TYPE " X " @ GARAGE W/A o w o ° o a CONCRETE SLAB W/ 6X6 HEADER BLOCK U.N.O. NOTE: THE PROPRIETARY PANELS) FOR UPLIFT a ¢ O W1.4XW1.4 WWF OR NOTE: 36" MIN. LAP HABITABLE ROOM ABOVE) CONNECTIONS. PROVIDE USP HTA20 @ END OF TRUSS W/ 10-10d X 1 SEPARATION WALL IN THE ROOF (1) USP HTW20 WHEN FIBERMESH 1) SEPARATION WALL IN THE ROOF 1-1/2" NAILS INTO TRUSS & 4" SYSTEM PROVIDES 2-HRS FLOOR PLAN FOR LOCATION) E S.P.F. DOUBLE TOP PLATE SYSTEM PROVIDES 2-HRS EMBEDMENT INTO CONCRETE (NOTE: — W O = Z PROTECTION PER GAASW1002 PROTECTION PER GAASW1002 #6 REINFORCING BAR USP SPT24 CONNECTOR TRUSS ALIGNED WITH GRAD z 2) MASONRY WALL PROVIDES 2-HRS 1/2" GYP. W.B. MIN. @ STUD BELOW INSTALL HTA20 S PRIOR TO INSTALLING ' r D o7 - 2) MASONRY WALL PROVIDES 2-HRS #6' LAP SPLICE GARAGE SIDE IF APPLICABLE 2"X S.P.F. (OR EQUAL)2 / / ° D THE PROPRIETARY PANELS) PROTECTION PER UL-U905 STUDS @ 16" O.C. U.N.O. O PROTECTION PER UL-U905 (1) #5 VERT. IN FILL CELLS (SEE (1) ROW 2x BLOCKING @ MID SEE THIS SHT FOR Z N N 1 \/� EXTEND DECO Z FLOOR PLAN FOR LOCATION) 1/2" GYP. WB HGT. FOR WALL HGT. < 8'-6". (2) INSULATION CHART 0 O 6 MIL VAPOR // D \ 1/2" GYP. WB (h BARRIER � p \\ FINISH 4"-6" - #5 REINFORCING � ROWS 2x BLOCKING @ 3rd PTS 5/8"� x 10" "J" BOLT �'-' // p • • \ �y (1) #5 VERT. IN FILL CELLS (SEE " z BAR a FOR WALL HGT. > 8'-U', @ CO BELOW GRADE � (1) #5 VERT. IN FILL CELLS (SEE Z TYPE "S MORTAR (TYP.) c w 24" O.C. W/ 2"- x 3/16" Z) I` COMP. SOIL. \ ° TYPE "S" MORTAR (TYP.) FOUNDATION PLAN FOR LOCATIONS) ° USP SPT22 CONNECTOR fn co o // / /\/ \ FOUNDATION PLAN FOR LOCATIONS) 2" PLATE WASHER (TYP. (COMPACTED TO 95 /o �� A� �� STD. 90 HOOK MIN. 2500 PSI CONC. SLAB MIN. PSI PSI VARY SLAB w ) NI IPALITY w 4"x4" INSPECTION PORT AT � MIN. PSI MAY VARY PER MUNICIPALITY U 4"x4" INSPECTION PORT AT � v 2x P.T. BOTTOM PLATE 0 M O MODIFIED PROCTOR _j 5" 6 x 6 W1.4 x W1.4 '- MIN. PSI MAY VARY PER MUNICIPALITY z EACH FILL CELL TYPICAL a SEE DETAIL z v EACH FILL CELL TYPICAL E 3 1/2 MIN. WWF OR FIBERMESH 0 LJL. ASTM D1557) E 6X6 W1.4XW1.4 WWF a .. 3" IN. CLR. NOTES: 6X6 W1,4XW1.4 WWF EL e = cn 1x P.T. BASE NAILER _ — — — — — z L.:, 1. FILL ALL CELLS WHEN STEM WALL OR FIBERMESH in I P.T. BASE NAILER N OR FIBERMESH N z N a iv (2) #5 REBAR CONT. GREATER THAN 24" BUT LESS N ¢ ¢ ° Q O ON 3" CHAIRS TYP. „ „ IS G D 4 1 -4 THAN 40". � M M � � . R 1 7/8" - -�- -- - , U.N.O. ------ �- -.�- • /� / ~ 2. FOR STEM WALLS GREATER THAN D - _d _- - _ cc D ° - - z - / 40" HIGH CONSULT ENGINEER. d • D ° \ N - - - - - - D' \ . � , o �� ° D D. \� \� 3 1l2"(min.) TO 4" � �. ° / � 3 1/2"(min.)- 4" Q 6 MIL VAPOR BARRIER '\ / / p // // /�/ / // Z ( ~ TYPICAL MONO FOOTING WALL SECTION A 6MILVAPORBARRIER\\ \ D+ \ /\\\\/ \\\ \\ D • ° \ /\\/\\� 10 / \/\\\/\\\/ \\,�\ z O U \/ /\ / \�/ /'/ %/'/ \ a-- 4„ 1,�„ $„ LjJ � SCALE: N.T.S. S3 \// /\/ \ �\ \\ \\ \ \� #5 STD. 90 HOOK MIN. J Lo U.N.O. BEARING $" 1'-4" // 8/\ 8" 1'-4" 8" ALTERNATE TYPICAL B 2x S.P.F. STUDS @ 16" O.C. ALT. FIRE WALL DETAIL AT COMMON WALL �q ALT. FIRE WALL DETAIL AT COMMON WALL B REBAR DETAILS F WALL STEP W/O SHEAR WALL Kcc� 2x STUD SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. JC3 SCALE: 3/4"=1'-0" S3 LOAD BEARING O EXTERIOR WALL 8" C.M.U. P.T. 2x - --1/2" GYP. BD. i 1"x P.T. STUD (1) ROW 2x BLOCKING @ MID 2 OLD GYP. BD. " z � HGT. FOR WALL HGT. s 8'-6". (1) ROW 2x BLOCKING @MID SEE CC/S3 N #5 VERT. IN FILLED CELL NOTE: (2) ROWS 2x BLOCKING @ 3rd HGT. FOR WALL HGT. s 8'-6". 1/2 FROM SLAB OR G/S3 FOR SEE SECTION C/S3 FOR r ARIE 0'-0" 0 CONT. BEAD ANCHOR I 5/$"x6" "J" BOLTS PTS FOR WALL HGT. > 8 -6 . (2) ROWS 2x BLOCKING @ 3 d BOLT @ 24" O.C. VERT. ADDITIONAL INFORMATION PTS FOR WALL HGT. > 8'-6". ° Q SEALANT 2X STUDS @ 24" O.C. U.N.O. O BOLT INFO. 1/2" GYP. WB (MIN.) @ 3/4" RECESS FOR 6 x 6 W1.4 x W1.4 A. OR 5/8" x 6" EPDXY GARAGE SIDE IF APPLICABLE. 1/2" GYP. WB (MIN.) @ GARAGE Z S.G.D. (U.N.O.) WWF OR FIBERMESH r .__ °" < '°. *USP I BOLT USP SPT22 CONNECTOR SIDE 'IF APPLICABLE. v E 3 1/— INTERIOR 5/8"- EXPANSION BOLT @24 " O.C. e GARAGE O O O v- !- SPT22 TYP. ^ -_ J r o Q C> C) iv 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 1/4" DIA. X 3 1/4" TAPCONS @ 24" c -c; j a �.- -� +� / N N N N N r 2x P.T. PLATE N. TENSION 2600# " 2x P.T. PLATE O/C & 6" MAX FROM END OF 2 :x - r.+ 0 0 0 0 0 3500#, M ) c @ E - - _._ a • �i-1-"1 O (O o A h. ASSUMED FINISHED SPACE ANCHOR E N ^ ° ° ° / CONCRETE NAILS 1/2" GYPSUM WALLBOARD U.N.O. 1 ' i PLATE _ ° a � � W/ DRYWALL SCREWS @ 8"O.C. o � M i = GRADE BOLTS 6" MAX FROM 6 x 6 Wl.4 x Wl.4 (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 ao c \ \ \ ° / W 1 1/4 EMBEDMENT @ 12 O.C. STAGGERED, � d' r. O z END OF 2" x PLATE WWF OR FIBERMESH m r CHAIRS (TYP.) WWF OR FIBERMESH M/� FROM BOTTOM PLATE TO CONCRETE SEE THIS SHEET FOR r MONO OR - - D p . N \ ( ) INSULATION CHART O 00 O O / 4 MIN. SHEAR 180# MIN. TENSION 120# `■..� d - D D -'? - - - - -�- - _ T s CONT. BEAD SEALANT c p STEMWALL -- �_ -- ° -c------. -T -`- �._ _ FOOTING MONO °. p m D D. c ��\ j\ j m D \/\/\ o �\\ CONCRETE SLAB r FOR °., D .. D °D. \ i/ p // / p // - _ 6 x 6 W1.4 x W1.4 N O N o 0 0 0 NT NT D ° z \/\ \ o • • /\/\' \/\ \ • \ /\\/\\' SEE A/S3 FOR \ r\\ r\ ° -°- - -` . �. WWF OR FIBERMESH-- SHOWN c+� �t NOTECLARD p. B ° p�° D � '\\/ // d \ \ \ \\/ \//\REINF. INFO. 4' 1 -4 811 °° _ -. FOR BEARING \ /\\ \\ \\ \ \ /�//�/ /� SEE TYP. WALL SECTION FOR 6 MIL VA /\ /� /� /� WALL W/ \\ (2) #5 CONT. /, //�./�/ ' „ „ �/ // ' E BARR ERPOR r \\ �\ /\ /\ /\ Z Z 0 UPLIFT ONLY r/ ON 3" 8„ 1'-4" 8" $ 1 -4 8 ADDITIONAL SLAB INFORMATION. N a W - //\ \ CHAIRS r 1 #5 STEEL CONT, \ //�/ W L 0 `✓ �p�a /\ /\ \ M ON CHAIRS ( 4 4"_,, V � (TYP.) TYPICAL INTERIOR TYPICAL INTERIOR BEARING UPLIFT WALL W/OUT UPLIFT GG SLAB STEP & RECESS MM INTERIOR WALL SLAB STEP NON-BRG. rK C� L1J O a m Q FRAME WALL TO C.M.U. WALL CONNECTION D BEARING WALL W/ U SIC G S3 SCALE: 3/4"=l'-0" S3 F- w SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" C�+3 „_ S3 ADDITIONAL SLAB NTFORMAION TION SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. OR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. ao O O SCALE: 3/4 -1-0 S3 w � � ADDITIONAL SLAB INFORMATION. "x16" NOMINAL BLOCK WITH BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND MASONRY WALL AND (' z 8 x8 MASONRY WALL AND PAD FOOTING Z 8"x4"x16" NOMINAL I II II u I 3/8" MORTAR BETWEEN COURSES PAVERS O.H.D. RECESS z 13' E ! PAD FOOTING 1--'1 (Y >- 2 13' O.H.D. RECESS EXTEND FILL CELLS c 11 BLOCK WITH 3/$" L _ _= JL _ JL = _-----�L_ —_-----�L- _ ---- 3/8" MORTAR BETWEEN N_ 8" MASONRY WALL TO FOUNDATION PAD E z Z u- �r =--�r----- ----- �r--- 6 X 6 W1.4 x W1.4 MAT REINFORCING. ' MORTAR BETWEEN I n II a iv SLAB & BLOCK „ „ .. M CONT, FOOTING STEEL ING (, ¢ (- COURSES CUT TO 3 1/2 (min.)- 4 WWF OR FIBERMESH e �! M Lt l J W SLOPE. I u u u n cn a ELEV. 0'-0" \ \ _ - _ _ 6 ° .e .. a ___ - ___ -_ \ ° - c z D --------��- -Ir ��-- A.F.F. - - - -: °� - a _ GRADE // / 4" co iI=- a O .`•° III i z ELEV. -0'-4 1/2" _ II ° - ° ° A _-___ - - w - ------- - --- ----- ° ° �.,.\\/ r III=111�1 (•° — °° ? J r \� \� \� ¢ r, A.F.F. a ° ° e ° ° e a .. ELEV. -0 -31/2 H .� ..... / SEE A/S3 OR I=� L-� I= O w cn w / • • • • / / C z z O d ° ° ... a °° 2x4 CON ° ° . d A.F.F. O /\ `\\i \\ \\ \\ \ • ° -I \ c� ° \/ / / \/ \ \ J/S6 FOR �Ii I .• .., �l O ❑ v ` ° e ° Q . ° o REINF. INFO. ..°. R /� S / ND U N SEE A/SS O LL— ' / B 4 GARAGE DEPTH VARIES ° A. 4"' /8" \ -I I I I -�,—, I I III' PAD REINFORCEMENT \ \ �\ �, �\ EYO IU J/S6 FOR MIN. CLEARANCE i I i;, , I I- /\ / . MIN. REINF INFO 3" MIN. CLEARANCE IN. CLEARANCE g ° 1'-4'" (1 STORY) (SEE SCHEDULE) 3 M O V-8" (2 STORY) 1'-4" (1 STORY) FOOTING WIDTH S3 = l'-8" 2 ST RY) SEE SCHEDULE �.L� 1 co TYPICAL THICKENED SLAB EDGE L GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS JJ PATIO COLUMN FTG. DETAIL N OC LAST PLOT DATE o STEP B � � 5/26/2011 GARAGE SLAB AT S SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 5EE TYP. WALL SECTION 1=0R SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. O STRUCTURAL F--� DETAILS -MONO WENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA. W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" 01zzo1L WALL CLEAN -OUT A SCALE: N.T.S. SLI, REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. T1'i=IGA L 5EGTION TI 4FU UJIN[:)OUJ g S4 (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITON 4:12. 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP ) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING - FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD ' 2x P.T. PLATE BLOCKING OF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 MOISTURE BARRIER CONT. AND FILLED SOLID 1�#5 VERT. IN CONC. FILLED CEL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL BELOW SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD-' FOR DRAINAGE VERTICAL JAM 5/8 DIA. x 8 J-BOLTS AT 6-3/4", 41-3/4 , 71 , AND 96-3/8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ;TOP MOLDING 'ARAGE DOOR 2x6P DOOR TRACK W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) 4 5� FOR CONCRETE PLACEMENT itSTD. 96 •• PRECAST .•GREATER OPENINGFILLED CELL W/ (1) 45 VERTICALSEE FDN. PLAN FOR 1! Ifll 111�11� =1911 MIN lillOPENINGS IiOII ��I11� IIISZ� lill Ilil� ■��I11 Ali Illl�l � ONE I 1"i, Ilil � 111011111 NOTES: O1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. h SCALE: N.T.S. ��S �1 FORM CONCRETE INSET TO WIDTH OF OPENING VARI CREATE A SOLID BASE FOR BLOCK WALL ABOVE. 1/2"X9 1/2" PLYWOOD SCRAP MATERIAL SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS + GARAGE ENTRY FINISHED MASONRY DETAIL P SCALE: N.T.S. ��S4 FLu \0000" J O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 7 5/8" 8" 7 5/8' 8" 7 5/8' 8" -C�- -��--- o - ____ _-FI-- SOLID AREAS ARE SOLID AREAS ARE ❑ STEEL AND OUT ❑ ❑ STEEL AND GROUT WALLIOR-� ❑ SAW CUT TO 10 1/2" ❑ /SAWCUTTO101/2" ❑j-FULL8x8x16 BLOCK DOOR OPENING DOOR OPENING DOOR OPENING-CL EXTERIOR L'—J WALL ❑ � ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT p SCALE: N.T.S. S4 LA USS BOTTOM CHORD OR BLOCKING W/ 2-16d TOE LS @ EACH END w U 2x TOP PLATE-/ V� 2 U) DOUBLE 2x TOP PLATE (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITON 4:12. 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYp•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 10THICK. CRICKET AS USP SPT24 @ EA. STUDREQUIRED 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BLOCKING P.) BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD - • MAIN SPAN MOISTURE ROOF TRUSS BARRIER UPLIFT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONNECTOR (SEE CONT. AND FILLED W/ GROUT SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL �� TOP SPLICE • 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) q SCALE: N.T 2-16d NAILS @ 24 O.C. OR 2x CRIPPLES @ 16" O.C. EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING J 2x BLOCKING @ EACH END W/ 10d G 10d @ 8" O/C 2x STUD @ @ 4" O.C. FROM EACH HEADER �iSp 24" O.C. MAX. PROVIDE HILTI X-CF NAILS FACE TO BLOCKING 2x P.T. PLATE OR EQUAL @ 12" O.C. —(2) 2x HEADER A SEE A/S3 FOR STAGGERED FROM BOT. PER PLAN NOTE: REINF. INFO. PLATE TO CONCRETE PLATE LENGTHS MUST BE 2x BOTTOM PLATE W/ (1) 10d @ 8" AT LEAST 8'-0" LONG. TYPICAL a b 4 VARIES O.C. TO EACH HEADER FACE °A BOTTOM SPLICE OVER STUD TYPICAL INTERIOR NOW 2 x 6 (MIN.) FRAME BEARING WOOD FRAME WALL J WALL HEADER DETAIL ri � TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 USP HTT16 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS USP USP C 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ - GARAGE ENTRY FORM DETAIL 8" O/C TYP. SCALE: N.T.S. DOUBLE 2x4— GARAGE DOORTRACK MOUNTING BRACKET CRIPPLE STUD TYPICAL (U.N.O.) GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY TRAVEL DIRECTION OF GARAGE DOOR POURED CONCRETE BASE FOR BOTTOM OF MOUNTIN I BLOCK WALL. RECESSED TO BE 2" ABOVE FINISHED SPACE FOR GARAGE DOOR GARAGE FLOOR. AND WATER SHED FORWARD THIS DRAWING. SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9 (2) (3), (2) (2) (1) USP LSTA30 9' -16' (3) (3), (2) (3) (2) USP LSTA30 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER DOUBLE 2 X 12 #2 SYP 1 HEADER W/ 1/2" FLITCH PLATE (U.N.O.) S4 INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE -2x4 STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S4 00 OAFiy�� P.T. BOT. PLATE G *" HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4. USP SPT4 SPT241 2X4 STUDS @ 24" O.C. A 1 —V/8"x10" ' J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2x PL USP SPT4 C P.T. ATE USP SPT SPT2 USP SPT4 USP SPT22 USP SPT Sl \\\\\ a\ \ \ \ ��\ \ TRANSOM FRAMING\�\ SEE SECTION AA/S1 \\ AND BB/S1 FOR \ ADDITIONAL DETAILS � RECESS LINTEL NAILED INTO TRANSOM FRAMING /ASP SPT4 f M a . 2X P.T. BOTTOM LATE 2X4 TOP PLATE OVERLAPPING I (NAILS @ 6" AGGERED BOLTS @ 24" O.C. AX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.G. MAX.OTTOM B C (MIN. (2) PER BPLATE) USP C SPT24]SP S U. SF \\\\ �\ TRANSOM FRAMING SEE SECTION AA/S1 AND �\ \ BB/S1 FOR ADDITIONAL \� DETAILS \� 1 RECESS LINTEL NAILED INT TRANSOM FRAMING USP SPT22 � SPT / SPT4 a o rD) 2X8 P.T. BOTTO PLATE i ____T_ ROOF TRUSS ABOVE 2X4 BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL PT4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. - PLYWOOD PLYWOOD FASTENED TO TRUSSES C E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD PLYWOOD SHEATHING MASONRY ep WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. T4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE R ENTRY SCALE: N.T.S. S4 w 0 HW U w w N Wz< z04 Q ?MOB zb N w0LLU 2 J LO w z w 4 W NW �co O CD T <m F_- 0z o U-< {T roOZ �z o Q F-QoW z � =) w Lo F pWd01- wpoOZ z� UzNUw 0 mz=zwF- W—J pQ U W p p J C0111 =osmu=i HF- Q UJI di FDA U ci oC) n W �n m a; � � 94 cl � nn ��cnV�ls; W ❑w wpf- w~a WSJ WW�~ZM z (7 W �( U amX JoO�wou_002 JO 0Ci ¢zLLwOz2uA0¢ U F- 1-- 0 00 Z a2w90z0w00wZn Wam>zwozzwpw0�a to LL ¢0w mEr o -P_H622 Q u-a o maw Z o N .r� CEO M CL C, u- > F- , I� ~ Q C Z 4) zqU w Wu') J LID T c' ) W C!� O r I� O 'r- O Ir- O r e— O (V o N a CV a N 0 N • r( (� CO O M I� O0 0 0 0 0 r �° r- N CO I 'I I "T r Z ? O ,�"'� L J WU�O owU) O W 0 � ZWI-4 wI-w =m== Z 0zz�� }"2zcr W 0Q" a J2Z QVcanZcwn z Xa0 zz U O J a O U w W 00 0 > 00 LAST PLOT DATE z) o 5/26/2011 p O STRUCTURAL DETAILS 3 2x4 "T" BLOCKING SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS 2x4 2x4 BLOCKING @ SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKS SEE STRUCTURAL NOT BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOT OUTLOOKER @ 48" O.C. @ 24" O.C. AND NAILING SCHEDULE AND NAILING SCHEDUL 2x4 OUTLOOKER @ 24" 16d NAIL TOP CORD FOR SHEATHING DETAIL USP RT16 OR EQUAL @ 2"x4„ FOR SHEATHING DETAI O.C. (OPTIONAL - SEE 24" O/C "L" BRACE EA. OUTLOOKER ELEVATIONS LBACKNAIL W/ TOP CORD ATTACHED WI 1 REFER TO BLOCKING FO171 OUTLOOKER ) SEE STRUCTURAL---,,,(2) 16d NAILS BLOCKING FOR NAILS @ 4" O.C. SECTION 1A ON FIRST FOUR @ 24" O.C. ROWS OF 45' t 24" MAX. TOP CORD 4�t ,' �� TOP CORD BLOCKING USP RT16 OR EQUAL NOTES AND NAILING FIRST FOUR TYPICAL SHEET 55.1 FOR TRUSSES USP RT16 OR BLOCKING FOR ,� 2x8 SYP#2 L BRACE FOR FIRST FOUR ROWS 4 MAX @ EA. OUTLOOKER SCHEDULE FOR ROWS OF TOP CHORD AND @ � SHEATHING DETAIL USP RT16 0 TRUSSES @ GABLE TRUSS WEB � / X TOP CHORD EDGES OF 2x4 CR S BRACE I EQUAL @ EA. FIRST FOUR ROWS TO EXTEND @ LEAST OF TRUSSES @ EDGES EQUAL @ EA. „ / BLOCKING SHEATHINGAPPROX. 8" FROM OUTLOOKER TRUSSES @EDGES 90% OF WEB LENGTH & OF SHEATHING TYPICA DOUBLE TOP PLATE EDGES OF DBL L BRACING DTL 5 / INFORMATION 2"x4 CROSS BRACE OUTLOOKER 24" MAX SHEATHING TYP. USP HGAM10 W/ (4) � TYPICAL RIDGE FASTENED AT : I "L" BRACE TO EXTEND OF SHEATHING TYP. NOTCH @ BOTTOM 2x4 CROSS BRACE APPROX. APPROX. 8" FROM I SCALE: N.T.S. S5 3/16"x1-3/4" WEDGE `l / WOOD EACH JOINT W/ (3) 10d I AT LEAST 90% OF WEB 2x4 CROSS BRACE 9 I CHORD (SEE TABLE) USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT I "L" BRACE TO EXTEND BOLTS & (4) SDS & (2)10d TOE NAILS @ ,� „ /� TRUSSES LENGTH (SEE TABLE) APPROX. 8" FROM RIDGE S 2"x4" LEDGER (MATCH SPT4 @ EACH JOINT W/ (2) 10d & (2) � 0 2x4 T BLOCKING EACH JOINT W/ (2) AT LEAST 90/° OF WEB 1/4" x 1 1/2" EA. EN FASTENED AT EACH JOINT I BOTTOM CHORD SLOP STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x4 BLOCKING @ I SCREWS / / 2x4 RAT RUN 2x6 P.T. I GABLE TRUSS • • 2X6 FRAMED WALL - 48" O.C. BRACING AT TRUSS VERT. WEB W/ (3) 10d & (2)10d TOE — OF ADJACENT SCISSO NAILS @ EA. END GABLE TRUSS / „ I —`" SILL 1/2" CDX PLYWOOD OR SEE WALL SECTION � 16d NAIL 24 O.C. ON SPACED @ 48" O/C MAX. 7/16" OSB SHEATHING 5/8" OR 1/2" HIGH �� TRUSS) FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR "L" BRACE I TOP OF BOTT. II - 10dX&' O.0 THROUGH OSB SHEATHING ATTACHED W/ 10d 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIR ATTACHED W/ 10d STRENGTH CEILING •• Y 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE -- CHORD FOR 4 CHORD INTO P.T. PLAT ATTACHED W/ 10d NAILS @ 4" O.C. 8'-0" OF END WALL FROM EA. END TYP. BOTTOM NAILS @ 6" O.G. EDGES BOARD PER CODE OSB SHEATHING ATTACHED FIRST (4) ROWS OF TRUSS SPANS � GABLE TRUSS NAILS @ 6" O.C. EDGES TYPICAL CORD ATTACHED W/ (2) 16-d TOENAILS AND 12" O.C. FIELD W/ 10d NAILS @ 6" O.C. TRUSSES FROM EA. ATTACHED W/ 2 10dX3" @ 3" O/C 1/2" CDX PLYWOOD OR -- -- EDGES AND 12" O.C. FIELD END TYP. TOP & AND 12" O.C. FIELD GABLE TRUSS WEB - 16d AT EA. 2x4 "T" ON TOP OF PANEL BLOCKING '- THROUGH CHORD „ „ 7/16 OSB SHEATHING (2) 16d NAILS FASTEN WITH 10dx3 @ 4 O/C (2) 16d NAILS BOTTOM ATTACHED " " TRUSS JOINT INTO 2"x6" P.T. PLATE ATTACHED W/ 10d W/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF SINGLE L BRACING DTL 2"x4" PANEL BLOCKING 48" O.C. FOR THE „ 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING PANEL BLOCKING, 6 5/8" OR 1/2" HIGH 2x4 BLOCKING @ 24" 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED @ NAILS " 6 O.C. EDGE SCALE: N.T.S. S5 FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. ': AND 12" O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" STRENGTH O/C WI 2 -16d FASTEN WITH 10dx3" @ 4" O/C INSTALLED PER BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL 5/8" OR 1/2" HIGH STRENGTH CEILING BOAR @ 4" O/C DIAPHRAGM CEILING BOARD PER CODE TOENAILS @ EA. END 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE MANUF. NOTCH "L" BRACE HER TYP. TOP & BOTTOM ATTACHED BLOCKING FASTEN WITH PER CODE FASTENED WITH 8d COOLER NAILS USP HGA10 @ 36" BLOCKING W/ 1 3/8" DRYWALL NAILS 2"x6" P.T. SILL MASONRY WALL FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL LMOISTURE BARRIER WEEP SCREED W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C " " OR SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM 5/8" x 10" "J" BOLT @ 48" O.C. INSTALLED PER MANU WITH 1 A LONG DRYWALL SCREWS COMPLYING O.C. @ 48 O/C END WALL @ 4" O/C TYPICAL USP HTA20 @ EA. TRUSS USP HTA20 OR EQ. @ 4'-0" O. 5/8" OR 1/2" HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WITH ASTM C1002 FOR FIRST 8'-0" FROM END DBL. TOP STUD WALL _ GABLE TRUSS DRYWALL SCREWS 7" O/C ARCHITECTURAL 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FRO VERT. WEB (24" . T MAX.) TYPICAL. ALTERNATE USP HGA10 MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT WALL @ 4" O/C TYPICAL PLATE TRUSS CEILING & 8" O/C WALLS FINISH (SEE TYP. SEC.) VERTICAL PLATE SPLICES W/ 3/16"x2"••• PLATE WASHER @ 4'-0" O/C ALIGNED WITH GABLE FASTENEDWITH 8d COOLER NAILS TRUSS) USP SPT24 @EACH ST (2) 2"x8" "L" BRACE EXT. WALL CONN. WEB OR 1 1/4" LONG DRYWALL SCREWS FASTENED WITH (3) NON -LOAD BEARI G LOCATION NOTE: IF EMBEDDED COMPLYING WITH ASTM C1002 FOR SECTIONr(3 SECTION 4 16d PER SIDE D SECTION STRAP MISSED VERTICAL SECTION 2 FIRST 8-0 FROM END WALL @ 4 WEB; USE O/C TYPICAL SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCISSOR GABLE °T" BRACE SEE TYPADDITIONAL WALL SECTION FOR SCALE: 3/4" SCALE: N.T.S. S5 MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 7 ADDITIONAL INFORMATION. AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX 'X" BRACE SEE DET. J/S5 CONTINUOUS BOTT M CHORD BRACING 2X4 MIN. rN • 8d @ 6"O/C WOOD TRUSSES 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) TRUSS CHORD zo 1ife " 12 (GABLE END) 2 _ 2X4 STICK LUMBER 00 OD 22" O.0 MAX (2)16d COMMON NAILS NIL NEW H JACKS or 0.128" x 3" GUN NAILS 2x6 SYP (see detail in eng pack for grade) ?VA- 121 12" USP HTW z w 2x8 SYP CHORD BRACE o_ • BRACING W/(3) 10d x 3" (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) • @EACH CONN. @ 24" CONTINUOUS (.') USP LSTA18 W/ 5-10d OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS ROWS OF STAGGERED 30d O/C 2x6/2x4 SYP x 1 1/2" TO (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL COMMON WIRE NAILS (D = 0.207", L USP HGAM10 MOISTURE BARRIER STRONG-BAC STRONGBACK & 8-10d x "T" = 4 1/2") OR EQUAL W/(4)-3/16"xl-3/4" WEDGE 1 1/2" TO BRACE NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BOND BEAM EACH DROPPED FLAT TOPS OF S OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) HIPS FOR FRAMING li SIDE MASONRY WALL (GIRDER NOT DROPPED) NOTE: 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL ARCHITECTURAL FINISH THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD V"' BRACE CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION (2x4 SPF) THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 16d COM MON NAILS. ONE INTO EACH OUTSIDE 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES D FACE OF B.U.C., SAME NUMBER OF ROWS, SAME EXT. WALL CONN. @NON LOAD "T" BRACE CONNECTION BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE SPACING) BEARING LOCATION (UNEVEN CLG. VOLUME CEILING 9 DROP HIP DETAIL REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 EAS PER SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 SCALE: N.T.S. SJ SCALEgN.T.S. SCALE: N.T.S. SCSI 3 SCALE. N.T.S. SS5 ADDITIONAL INFORMATION. SCISSOR TRUSS 12 2"x4" OUTLOOKER @ 24" O.C. W/ (2) 10d PER JOINT MINIMUM 2x4 USP RT-16 CROSS BRACING (SEE PLAN FOR LOCATIONS) 10dx3" O/C „ „ 2x4 (2) 16d PER TOENAI @ 6" O/C RUNNERS JOINT W/ (2) 16d TYPICAL NAILS 12" MAX C1 w w -- -- o o r. o �� 0 , � Z = w o o ,-. o �-� � --- w o O d. o� o q w w 6.9 MAX. OVERLAP TRUSS BRACING PRE-ENGINEERE AT LEAST TWO TRUSS SPACES 6" OVERLAP 2X4 BRACING @ 48" O.C. WOOD TRUSSES CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) XL CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. NOTE: MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH ALTERNATE NON -DROP REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. AIL J GABLE END DETAIL 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. TRUSS BRACING OVERLAP DETAIL M COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL SCALE: N.T.S. S5 SCISSOR TRUSS SCALE: N.Ts. S5 SCALE: N.T.S. W/ DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 1 GABLE TRUSS 4 85 S5 3 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZEND JACK • 12 DOUBLE TOP PLATE 12 AND LOCATION) s.s MAX.MAx "L" BRACE W/ 10d @ 4" O/C 6.9 MAX. 6.9 MAX. 11'-0" MAX. 5 (SEE SCHEDULE FOR SIZE SS AND LOCATION) 5 S5 2X4 LEDGER GABLE TRUSS � --USP LSTA 18 6 S5 a ¢ CORNER JAC • T L w Z .e 1.. Omeeeeeeee r DBL. TOP PLATE STUDS 16"O.C• USP SPT24 WOOD FRAMED GABLE END BRACING DETAIL USP HGA110 TYP. @ UPLIFT CONNECTIONS - HIP P CONT. BEARING (TYP.) CONT. BEARING @ EACH STUD GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0'• FRAMING MEAN WALL HEIGHT UP TO 30'-0"' -SEE STRUCTURAL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND 'SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION NOTES FOR WIND SPEED SPECIFICATION "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE. 24" 010" - 3'-0" T-0" - U-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING PART. PLAN VIEW (2) 2X8 P.T. LEDGER W/ 1/2" X 8" TITEN HD @ 16" O.C. (2 ROWS) - 6" MIN. DBL. K.O. BLOCK 16" O.C. TYP. L(2) 2X8 LEDGER P.T. LEDGER 24" MIN. LAP SPLICE ATTACHED TOGETHER W/ 2- ROWS 1 Od @ 6" O.C. PART. PLAN VIEW LEDGER LAP SPLICE DETAIL SCALE: 3/4"=l'-O" (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITON 4:12. 12 PRE ENGINEERED WOOD TRUSS @ HURRICANE ANCHOR @ EACH TRUSS 24" O.C. MAX. 15 LB ROOFING (SHINGLES) ROOF COVERIN 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSTALLATIO SCHEDULE ON SHT SN1) PER CHART ALUMINUM DRIP EDGE ON SHEET SN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILI N f� x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL -- 12"VENTILATED SOFFIT NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER SPT24 OR SPT4 @ 32"o.c. 15/32" MIN. PLYWOOD SHEATHING 2X BLOCKING @ EA. WAL OR 7/16" OSB NAILED W/ 8d SHEATHING JOINT COMMON NAILS @ 4" O.G. EDGES, AND 6" O.C. FIELD (U.N.0) w w 16" O.C. 2X S.P.F. STUDS 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" 2x BOT. PLATE W/ (2)10d @ 6" O.C. OVER METAL LATH. FIRST 2 LAYERS 3/8" 3/4" PLYWOOD DECKING GLUED AND NAILED W/ J� D THICK EACH. 3RD LAYER 1/8" THICK. 10d COMMON @ 6" O/C EDGES AND 12" A.G. FIELD w 0 INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON SHEET S3 (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN D < AREA 1000 SG. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING S6 SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM METAL SEAT ER PLAN 0 PLATE NOTES: 1) LAP SHEATHING TO BOTTOM OF f .... 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR , TYPICAL 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 9(1 HOOK (SEE DETAIL) 1/2 GYP WB 8"x8"X16" CONIC. KNOCKOUT BILK. W/1#5 ROD INSTALLATION PER CHART ON SHEET SN CONT. FILLED SOLID NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL (2) 2x TOP PLATES CAPACITY - SHINGLE ROOF- TRUSS SPAN 30' MAX ADD (1) 2x4 STUD @ EA. TRUSS BRG. FOR 30' < TRUSS SPAN < 40' (2) 2x4 STUDS FOR 40' < TRUSS SPAN < - TILE ROOF- TRUSS SPAN 25' MAX ADD (1) 2x4 STUD @ EA. TRUSS BRG. FOR 25' < TRUSS SPAN < 32' (2) 2x4 STUDS FOR 32' < TRUSS SPAN < 39' 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN, PSI MAY VARY PER MUNICIPALITY c ° _ N ° M 6x6 W1.4xW1.4 o WWF OR FIBERMESH W/GROUT TYPE "S" MORTAR 8"CONC. BLK, ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE w FOUNDATION PLAN & NOTES) U 0. a 4"x4" INSPECTION PORT AT j EACH FILL CELL TYPICAL �4"to NOTE: EXTEND DECO FINISH 6" BELOW GRADE co FINISH GRADE °Q STD. 90 HOOK (3) # 5 REBAR ON 3" CHAIR 4„ 1,_g„ (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE:3/4"=l'-O" '�, S6 2"x4" PANEL BLOCKING @ 48" O/C - FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING 2"x4" CROSS BRACE @ 48"J O/C FOR THE 1ST 2'-0" OF END WALL W/ (2)10dx3" @ EA. END INTO 2"x4" BLOCKING 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR JOISTS - SEE FRAMING PLAN `-WEEP SCREED INSTALLED PER MANUF. USP HTA20 @ 24" O.C. W/ 10-1Od X 1 1/2" NAILS INTO BLOCKING JOIST & MIN. 4" EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" k S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. NOTE: 1) MASONRY WALL PROVIDES 2- HR 1/2" GYP. WB PROTECTION PER UL - U905 (AS REQ'D) (1) #5 VERT. IN FILL CELLS (SEE TYPE "S" MORTAR (TYP.) FOUNDATION PLAN FOR LOCATIONS) - -- '� 4"x4" INSPECTION PORT AT MIN. 2500 PSI CONC. SLAB EACH FILL CELL TYPICAL MIN. PSI MAY VARY PER MUNICIPALITY U ARCHITECTURAL FINISH PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW B.U.G. 8 - 1 Od NAILS TO STUD PER STRAP FLOOR SYSTEM (4) 1/4" X 2 1/4" TITEN MASONRY WALL SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE TYP. 2-STORY WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 2X4 BLOCKING @ 48" O.C. MAX. W/ (2) 16d TOE NAILS @ EACH END & GLUED TO ROOF SHEATHING 2X4 LEDGER @ 48" O.C. MAX. VERTICALLY NAILED TO TRUSS WEBS W/ (2) 8d (TYP.), 2" CLG. RUNNER PRE ENGINEERED ROOF I FIRE CAULK TRUSS @ 24" O.C. MAX. -7 SIMPSON RBC @ 36" O.C. W/ 6-10dX 1-1/2 NAILS INTO TRUSS BOTTOM CHORD/ SCAB & (3) 1/4"X2-3/4" TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION 2x4 SYP. #2 X12" LONG SCAB W/ 1Od @ 3" O.C. @ EACH RBC CLIP 3/8" "S" = NAIL SPACING 3/8" 2 - S.P.F. CONST. GRADE TOP PLATE o 0j SPLICE MIN 48" APART B 3/4" 1/2" �-- "-� - II rn -- ----0--_o 1-0- -- - --- 0 Ai IIIInnIIII IIIuuIIII IIIIII IIIIuuIIII IImIImIIIIIII IlIIll IIIIII ItIIuuIlII IIIIuuIIII IIIIuuIIII 01 00 0 0 ___o ��1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING OPENING u I n I JL m w u , I u u ® NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL n u u II II It I m C m u I u u ©NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL n u u I w m w u III u u u I I QC NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL II II II II " " u u III - III I --- Ir- III it II II I II w II n II I OD NAIL INT. AT 6" O.C. W/8d COMMON NAIL n n u u It -0= U_ = _lL = _II m it III I u m u u u I u III II II II I © STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. FLOOR SYSTEM III I IIL_ I II II II II II __11__➢1__IL__I __II-- I J W/8d COMMON NAIL (F� NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/8d COMMON NAIL@ 4" o% 2x4 P.T. BASE PLATE WALL SHEATHING INSTALL. & NAILING SCHED. C SCALE: N.T.S. S6 (2) LAYERS 1"X24" PROPRIETARY TYPE 'X` GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS COVERED USING 6" WIDE 1/2" TYPE "X" GYP. (ATTACHED W/ 1" DRYWALL SCREWS AT 12" O.C. TO METAL FRAMING) 2X4 BLOCKING W/ (2) 10d TOE NAILS @ EACH END 15 LB ROOFING FELT (SHINGLES) 7/16" O.S.B. SHEATHING U.N.O. FIRE RETARDANT TREATED O.S.B. 7/16" SHEATHING 4'-0" ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL. BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO TOP/BOT. PLATE ONLY @ EACH SIDE OF STEEL'H' STUD 2x4 SYP. #2 X12" LONG SCAB W/ 10d @ 3" O.C. @ EACH RBC CLIP PRE ENGINEERED ROOF TRUSS @ 24" O.C. MAX. 6X6 W1.4XW1.4 WWF g rL rL (EXT. ONLY) 2" FLOOR RUNNER W/ 3/16" DIA. X -�' L(1) LAYER 1/2" HIGH STRENGTH OR 5/8" OR FIBERMESH z z 1-3/4" TAPCONS @ 16O.C. " GYP. WB. W/ 1-3/8" DRYWALL NAILS OR M 04 a `=2 � M STD. 90° HOOK (SEE DETAIL) DRYWALL SCREWS. 7" O.C. CEILING. 8" � O.C. WALLS & 4" O.C. EDGES ----�- -% 8"X8"X16" CONC. KNOCKOUT BLK. W/ R30 INSUL. MIN. (1) #5 ROD CONT. FILLED W/ GROUT - 1x P.T. NAILER R-3 MIN. INSUL. PER F.B.C. (2007 ED.) ° ° ° S 13-602.1 ABC.1.1 6 MIL VAPOR BARRIER \\ \\ \\ \ NOTE: USP HTA20 END OF TRUSS W/ 10-10d X STD. 90 HOOK 1) SEPARATION WALL IN THE ROOF @ CLEAN POISONED AND COMP. (SEE DETAIL) SYSTEM PROVIDES 2-HRS 1-1/2" NAILS INTO TRUSS & 4" SOIL. (95% MODIFIED ZA)„ PROTECTION PER GA ASW1002 EMBEDMENT INTO CONCRETE (NOTE: PROCTOR PER ASTM D1557) 2) MASONRY WALL PROVIDES 2-HRS INSTALL HTA20'S PRIOR TO INSTALLING (4) # 5 CONT. ON 3" CHAIR PROTECTION PER UL-U905 THE PROPRIETARY PANELS) 2 - HOUR MAS. FIREWALL (1) #5 VERT. IN FILL CELLS (SEE W/ STEP SECTION A (1) #5 VERT. IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS) FLOOR PLAN FOR LOCATION) SCALE: 3/4" = l'-O" S6 (2) 2X8 P.T. LEDGER W/ 1/2" X 8" TITEN HD @ 16" O.C. (2 ROWS) 3/4" PLYWOOD DECKING 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL 2" CLG. RUNNER 2X4 BLOCKING W/ (2) 10d TOE NAILS @ EACH END GLUED AND NAILED W/ 8d 1x P.T. BASE NAILER FIRE CAULK 15 LB ROOFING FELT (SHINGLES) COMMON @ 6" O.C. w z U EDGES AND 12" O.C. FIELD .� NAIL FLOOR TRUSS TO LEDGER 7/16" O.S.B. SHEATHING U.N.O. o- a) W/ 4-10d TOENAILS (TYP.) 1/2" GYP'. WB OR 3/8" N STD. 90' HOOK PLYWOOD/ TYPE 2-M-W (SEE DETAIL) 2ND FLR OSB (DRAFTSTOPPING) FIRE RETARDANT TO BE NAILED W/ 8d N \ TREATED O.S.B. 7/16° COMMON @ 6" 0/C TO ^• ONE SIDE OF THE FLOOR 8"X8"X16" CONIC. KNOCKOUT SHEATHING 4'-0" ON EA. TRUSS FOR AN AREA <_ �+ BLOCK W/ (1) #5 ROD CONT. (2) LAYERS 1 "X24" PROPRIETARY SIDE OF WALL NOT 1000 SQ_ FT. &SEALED FILLED SOLID W/ GROUT TYPE 'X' GYP. PANELS INSERTED STAGGERED OVER PARTY PENATRATION AREAS W/ TOP CHORD BRG. °' TOP CHORD BRG. BETWEEN 2" FLOOR & CLG. WALL. FOAM. DIRAFTSTOPPING FLOOR SYSTE FL OR SYSTEM RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF BURN CLIPS AS PER FIRE WALL SHALL DIVIDE THE CONCEALED SPACE INTO -- -1x P.T. BASE NAILER GYP. PANELS COVERED USING V' MFG. SPECIFICATIONS NAILED APPROX. EQUAL AREAS. R-3 MIN. INSUL. PER F.B.C. WIDE 1/2" TYPE "X" GYP. INTO TOP/BOT. PLATE ONLY @ (1) LAYER 1/2" HIGH STRENGTH OR 5/8" (2007 ED.) S13-602.1ABC.1.1 (ATTACHED W/ 1" DRYWALL EACH SIDE OF STEEL'H' STUD GYP WB (OR 5/8" GYP. TYPE " X" @ SCREWS AT 12" O.C. TO METAL 2X4 BLOCKING W/ (2) 10d GARAGE W/ A HABITABLE ROOM ABV) FRAMING) TOE NAILS @EACH END W/ 1-3/8" DRYWALL NAILS OR DRYWALL PRE ENGINEERED ROOF SCREWS 7" O/C CEILING & 8' 0/C WALLS TRUSS PERPENDICULAR TO & 4"O.C. EDGES WALL @ 24" O.C. MAX. 1/2" GYP. WB R30 INSUL. MIN. (1) LAYER 1/2" HIGH STRENGTH (1) #5 VERT. IN FILL CELLS (SEE OR 5/8" GYP. WB. W/ 1-3/8" FOUNDATION PLAN FOR LOCATIONS) TYPE "S" MORTAR (TYP.) DRYWALL NAILS OR DRYWALL MIN. 2500 PSI CONIC. SLAB SCREWS. 7" O.C. CEILING. 8" O.C. MIN, PSI MAY VARY PER MUNICIPALITY w 4"x4" INSPECTION PORT AT a• WALLS & 4" 0 C EDGES ? U EACH FILL CELL TYPICAL 2" FLOOR RUNNER W/ 3/16" DIA. X 6X6 W1.4XW1.4 WWF 2 a 1-3/4" TAPCONS @ 16" O.C. MOISTURE BARRIER OR FIBERMESH N z N rn 1x P.T. BASE NAILER STD. 90° HOOK (SEE DETAIL) lx P.T. NAILER `- USP HTA20 @END OF TRUSS W/ 10-10d X D`----'--° ° 8"X8"X16" CONC. KNOCKOUT BLK. W/ 1-1/2" NAILS INTO TRUSS & 4" -- - -' - - - - .- -°----774F-------7 4... (1) #5 ROD CONT. FILLED W/ GROUT EMBEDMENT INTO CONCRETE (NOTE: R-3 MIN. INSUL. PER F.B.C. (2007 ED.) INSTALL HTA20'S PRIOR TO INSTALLING 6 MIL VAPOR BARRIER S13-602.lABC.1.1 THE PROPRIETARY PANELS) ° (1) #5 VERT. IN FILL CELLS (SEE POISONED AND COMP. CLEAN P NOTE: F ROOF FLOOR PLAN FOR LOCATION) 1) SEPARATION WALL IN THE SYSTEM PROVIDES 2-HRS PROTECTION PER GAASW1002 2) MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 FIREWALL DETAIL @ TRUSS PERPENDICULAR TO WALL E SCALE: N.T.S. S6 SOIL. (95°/° MODIFIED PROCTOR PER ASTM D1557) (4) # 5 CONT. ON X CHAIR TWO STORY PARTY WALL SECTION SCALE: N.T.S. me 2x STUDS @ 16" 0. . 2"x BOT. PLATE W ATTACHED WALL SHEATHING (2) 10d @ 6" O.C. -CONTINUOUS TBOTTOM RIBBON W// 8d @ 4" O.0 ,02 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 - 1Od x 1 1/2" NAILS INTO FLOOR PRE-ENGINEERE TRUSS & MIN. 4" EMBEDMENT IN FLOORTRUSSES I I KO BLOCK FLOOR CONNECTION D @ MASONRY 1ST FLR. SCALE: 3/4"=V-0" ��S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NA!ILS TO STUD 2nd FLOOR WA BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & $-10d xTO- BAND JOIST @ EA. STUD 2nd FLOOR WALL BAND JOIST :: EXTEND SHEATHING TO OM OF BEAM OR GIRDER '. PLATE W/ d@6"O.C. )OR TRUSS/JOIST SCALE: N.T.S. '"USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION F S6 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. NOTES: ` USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. G S6 U) rn N w z w Q U Q r c w��o = I- to w00� �UtLz OW �Q Io Wz_W- awlz-a NW wcn � Z m u- I'- _00z O z u_< r I- Z 0 ❑O co � ��W <Z > cn Z W p u- 0 Lo 0v7 0 W000Z Z� UZ040Uj ❑ mz=zw W F---i �< CD W w a. � o III V5 w - II" di GJ Ln M a' "D o 00' N ch Clo �: c u In U P-I W. W W (' W ❑ LLj uj w 0 l- w�-4 W�-' Ix Zo_ z �0?_�0?�pC�u,UO2 0 X�Z0tL-ZMQ❑F�Q a 0 = O O �U' �w�WOzOw�0°°zm U wa Www�cnwly<0 c� Z �Ozw�K6ZLL Qo a. gYvO ❑Q �Q o❑Z Q O QLL O Z o N 0 (1)o Ui = CO U) CM p If_ r- I— moCIO N Q (0 ~ Z -I a) w Z�U WLo J Lo C� 0 O l O A r r T.- W 0 CV O N O CV O CV 0 CV • rl O 0 d' co -r-- N- O d) Oi co � 1- r C) F o 0 0 0 0 p O O p r cV M �t ! z z O u'n J WV to pW r- > L%s000 ZwF--¢ =m== wI-W Z 0z�}5 WO W O z Z LL i Z 0LD Q Z Z � QO ZQ ~ U J w O uu 0 W pop S6 s X LAST PLOT DATE o 5/26/2011 p 4-1 O STRUCTURAL DETAILS -MONO THEN WRAPPED AROUND STUD �--� PLAN VIEW SCALE: 3' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLU NAILED MATCH NO.�., .., OTHER TREADS 3/4" RISER CUT TO FIT �y MAINTAIN BETWEEN T' j , ; AND I" GAP TOP AND / BOTTOM, GLUED AND 2x4 / NAILED TO STRINGER / SYP blockin for 2x12 TREAD GLUED AND NAILED / / x4 DRAFT TOP 1 � 2x4 PT NOTCHED INTO 2X8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED\ / NOT TOUCH STRINGERS INTO FLOOR WITH GLUE AT STRINGER CONTACT \ / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS _ 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: I" = 1'-0" ALIGN THIS STUD WITH AFACE OF 2ND RISER STRINGER MUST MAKE FULL CONTACT WITH LANDING / /— — — — — — — — — — — — / / L / 2x SYP CUT TO FIT \I I ►� BEARS IN WALL R i V 2x12 SYP L it'll BEARS IN WALL 1 1 i uu 2x6 SYP 1 4 > L \ / \ 2x4 SYP BLOCKINGFOR STRAP / 2x4 PT NOTCHED INTO STRINGER \ (SIMPSON TAZ15) / / AND NAILED TO FLOOR WITH GLUE \ BEHIND RISER / / AT STRINGER CONTACT POINTS \ / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SCALE: 1" =1'-0" STRINGER MUST MAKE D FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS E IN WALL I 2x6 SYP / 2x4 PT NOTCHED INTO STRINGER 2X4 CUT ON BEVEL , / AND NAILED TO FLOOR WITH GLUE \ \ / DOES NOT BEAR IN i AT STRINGER CONTACT POINTS \ WALL \ / SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" =1'-0" SCALE: 1" =1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO r PLYWOOD DECKING 2x SYP CUT TO FIT f BEARS IN WALL C I'dl 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" =1'-0" SECTION VIEW "B" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ---- fj 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" =1'-0" i -3/4 PLYWOOD ON DECK 1 —2x8 SYP GLUED / AND NAILED TO / 2x4 SYP FRAMING BLOCKI \ / 2x4 DRAFT 2x12 FOR STOP TREAD STRAP GLUED ~- \ AND r i 2x�� i DTFT STC P 1 2X4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLUE � NOT TOUGH STRINGERS AT STRINGER CONTACT \ j� 4�GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING B E SECTION VIEW SCALE:" 3/4 PLYW000 ON DECK - 2x8 SYP GLI AND NAILEE FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 \ DRYWALL STOP \ NOT SHOWN —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND j" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 [STRINGER —2x4 DRAFT RISER AND TREAD / STOP / \ —2x8 SYP DRYWALL STOP MUST 1 NOT TOUCH STRINGERS / 1 I I --2x4 BLOCKING FOR 2x12 +-2x4 PT UNDER 2x12 C j 1 ROVIDE MOISTURE PROTECTION / \ LATTACH ALL COMPONENTS / \STAIR TO CONC. W/ �' X TAPCONS @ MAX. 32" O.C. / —ATTACH ALL COMPONENTS \ 1x4 GLUED AND / OF STAIR TO CONC. W/ t" X \ \ NAILED TO STRINGER / 2 4" TAPCONS @ MAX. 32" O.C. SECTION VIEW "C" SCALE: 1" =1'-0" TOP OF READ `' TREAD ----.-,, STRINGER GLUED AND NAILED TO STRINGER / \ \ CONN. TO BOTTOM NEWEL POST LET INTO DRAFT STOP OF NEWEL POST THE BLOCK PER CONTRACTOR !- PROVIDE SYP DRYWALL STOP \ 3T NOT TOUCH I coBLOCKING I LINGERS I 4 BLOCKING FOR 2x12 \ 2X8 BLOCKING f PT UNDER 2x12 FOR NEWEL POST TO ANCHOR TO. \ PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON FLOOR GIRDER OR 1 a x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" =1'-0" SCALE: 1" = Vl F SECTION VIEW SCALE: I" = 1'-0" STAIR CONSTRUCTION DETAILS_ (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED 'WALL JOINT YWALL TO (ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, IED AND NAILED TO .RING WALL BELOW 'WALL JOINT YWALL TO /ER JOISTS) GUARD AND HANDRAIL NOTES 02.3 GUARD OPENING LIMITATIONS =GUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, kLCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL OSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR DRE IN DIAMETER. (CEPTIONS: THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL F A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH SIZE THAT A SPHERE 6 INCHES (152 mm) CAN NOT PASS THROUGH. OPENING FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT LLOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. 4NDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF HE FLIGHT, FROM I A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAILS ENDS HALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY =_RMINALS AS PER FBC 2007 R311.5.6.2. 4NDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 2007 1009.11 LL OTHERS PART'S OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2007 1009 c � w 4 �U N W 0 5:2 N . w00-' OW WZ_W— QWH NW 00 w O 0 -0oz F- LLI Z LL.Q o_ F=-DOW �Z �z8x W LLI XLL00F� �0 — fn C7cn uj000Z Z� C)ZNULLI �F >-<Lu02 uj (L uj w a: 0 0- =W~00 — 0 ca rA 2T F-I— O N N Lo U) 0 co C W w 0 Z Q 1 4) LL E O 00 U. G )0 cu w�t,�-5 W W W J W O O l Q w zw z Q U :offlXLLL)z2,ol Pl cn O Oa'O_Ooo O O ln�a�fnW W W(/)LLd'QQIJ O Z-Q¢Ow�p�wzOwUoa (A LI_ Qo� 2 wz 0 0 LL ¢ O N- ¢ w 0 z0 N N O in � CO L co M ��L~ e- > i= t- Q ca c ~ Z -j N w Lo 0 w JLl Ll tM" ) W E � O W 0 t— O N 0 � O N 0 T— O N r O CV T— O CV O O of c0 � O M O M r � i�- r O� O O O O O r j 0 0 N 0 cM 0 4 - 4 r Z O ' ^ u J Wvro ww� W �p a 0 (L g z Z � F— W =m== Z 'S :5 �Qw� O �z� 0.. Z W � J Q � Z z U�Z� z Q Z O Q a O O_ WST I � > IN 00 LAST PLOT DATE 5/26/2011 o 4 O STRUCTURAL F--�I DETAILS -STAIRS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. PROPER INSTALLATION ♦♦♦ UNACCEPTABLE INSTALLTION 3/4" PLYWOOD DECKING GLUED AND NAILED W/ MAX. 8" ,�� ♦ DO NOT DO THIS ♦ I ♦ #5 REBAR (TYP � 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 1X4 1/2" DRYWALL DOOR JAMB (REF 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REF P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 #5 REBAR (TYP,) ♦♦ �j O.C., 2 ROWS STAGGERED TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 ♦, 1 X 4 3-1/4" LONG X 3/16"!� FURRING 1 X 4 3/16"0 X 3" LONG FURRING FURRING 3/16"❑ X 3-1/2" LONG ,�� ♦♦ , 2x BAND JOIST W/ FACE TAPCON. INTO TAPCONS STAGGERED 16 11 � 1X8 P.T. X8 TAPCONS STAGGEREDLlllX8 STAGGERED @ 16 O.C. " STD. 90^ HOOK (TYP.) FILL SOLID ��-- STD. 90° HOOK (TYP.) ♦♦ �I NAIL 10d @ TOP & BTTM METAL SEAT NOTE: CHORD, AND (8) FACE NAILS PLATE BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2-ROWS INTO BOTH CELLS LAP SHEATHING TO 1 Od @ TRUSS VERT. WEB PER MANUFACTURE MASONRY THROUGHI -1/2" DETAIL lx4 P.T. & lx8 P.T. MASONRY THROUGH 3" DETAI L 1x8 P.T. & 2x8 P.T. BOTTOM OF BAND JOIST TYPICAL �/7 ;0/ 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL I l ♦ 1 X 4 USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" DOOR JAMB (REF[:Tlli TAPCON TO SHT. SDW2-K1 FOR SCREWS INTO BAND JOIST& (4) TO SHT. SDW2-K1 CONN. DETAIL I I ♦♦ 3/4" WEDGE BOLTS INTO K.O. FOR CONN. DETAILS 10d @ 12" O. 1 X 4 BLOCK �� NOTCH @ FIRST COUR � t2 FURRIN E 2X8 P.T. WITH 3/16"0 X LONG TAPCONS ♦♦ 2X8 P.T. STAGGERED @ 16" O.C. 2X8 NOTCH WEB AT THE FIRST 2 COURSES ♦♦ 2 1/4" DETAIL 2-ROWS INTO MASONR)3-1 /4" DETAIL ' �� RETROFIT FOR MISSING EMBEDDED STRAP FILLED CELL PER FOUNDATION PLAN BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS rcc FILLED CELL INSTALLATION H SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS .... SS 2x8 P.T. BUCK -CONNECT TO SECTION595 FOR 1 STRAP UPLIFT CAPACITY =1,090 BLOCK W/ 1/4" x 3 1/4" TAPCON (1 A -A OR 2 STRAPS 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 1 X 4 FURRING --- SOLID BLKG. AT TOP 1/4" x 3 1/4" TAPCONS 1-PLY PRE-ENGINEERED TRUSS BLOCK HEADER BTWN. ARCH BLKG. BUCK USP RT16 W/ (8) 8d X 1 1/2 1/2" DRYWALL * ty NAILS & (4) 3/16" DIA. TAPPERS 1 3/4" EMBEDMENT 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON <r: - ' ,`. (4) SDS 1/4"x1-1/2" .K; r:.,.r,:; . BRACE(S) 2 x 8 BRACE/ BLKG. THE INSIDE TO ALLOW FOR 7/16" OSB INSULATION TO BE INSTALLED BUILT UP PLWD. BUC ARCH PANEL CUT HOLE IN O.S.B. F POLY -CELL IN THIS AREA SCRIBE NOTCH * 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d ; ;' :,,:::: . . •�.,.:.,: (5) 1/4"x2-1/4" TITENS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x $ CONNECT W/ 8d NAILS BRACE/ BLKG. NAILS AT EA. END BOND BEAM OR CAST IN PLACE BEAM INSTALL WDW. SCREW 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. PROVIDE TAPCON RETROFIT TRUSS DETAIL ANCHOR INTO ARCH BLKG. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO WITHIN 4" MIN. OF PER INSTALLATION DETAILS A -A PRO\AE)LOTAPCON PER WDW. INSTALLATION DETAILS OR BRACE N.T.S. THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. ARCH DETAIL SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO SECTION BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT B-B Ist4COURSES INTO BLK.) •FILL SOLID SOLID W/GROUT /4" MAX ,_ " n BLOCK HEADER SOLID BLKG. AT TOP BTWN. 1 X 4 FURRING ARCH BLKG. & BUCK 8d NAILS @ 8" O.C. AT 2 x 8 VERT. W/ (2) 10d BUCK PROVIDE 2 x 8 DIAG. BRACE NAILS AT EA. END 4 PROVIDE (2) MIN. BTWN. VERT. BRACES WHEN TAPCON AT EA. HGT. OF BRACE EXCEEDS 24" SIDE BUCK- (1) LEAVE A CUT OUT IN O.S.B. ON WITHIN 4" MIN. OF • a.'_ ..,'..: . 2 x 8 VERT. BRACE(S) THE INSIDE TO ALLOW FOR START OF ARCH OVERHAN INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - • SCRIBE (NOTCH) 7/16" OSB ARCH PANEL • A BACKSIDE TO FIT ARCH IRETROFIT WALL OVERHANG DETAIL (NTS) k CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF START OF ARC FOR OVERHANGS BETWEEN 3/8" TO 1 1/2" 4' MAX. RAD. WALLS) BTWN. OSB ARCH FACES W/ (4) EQUAL EQUAL INSTALL WDW, SCR 1 Od NAILS THRU OSB INTO 2 x 8 NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REQ'D. ANCHOR INTO ARCH BLKG. PER INSTALLATION ARCH DETAIL K FOR HANGS BETWEEN OVER 11/2" TENGINEER B-B CONTOAC OF RECORD FOR DETAILS SCALE: N.T.S. SS FURTHER INSTRUCTIONS. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE EXTENDS TO SILL. MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MASONRY WALL. SEE PLAN FOR 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE INSTALLATION OF GLASS BLOCK. REINFORCING. PROVIDE LOWER TYPE "SolOR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP HOOKED DOWEL DRILL 3 MIN. HOLE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL ANCHOR IN E SET BARR IN E REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT1-7 II E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL (2 PER AN W.W.M. AT PERIMETER — j WHERE THIS CONDITION �- z #5Xfi' EMBEDDED INTO G D EAM EXISTINBONB IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING #5 BARS OCCURS 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER TOP WITH MIN. TN. 33"" � `— OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) COVER 6�-0�� FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP F.F. w "- U NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :;;. O w A REINFORCING AS FOLLOWS: SEALANT I ° ° —x ° — a Q * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. L REINFORCING INTO PLACE. ° X�. ' a I— J , T I 5X6 EMBEDDED N O PRESS PANE6 MIN. LAP SPLICE W/ ..; * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° o �/ , / ❑ U Z EXISTING FOOTING 2-#5X6' IN CONC. Iy, , SMOOTH. DO NO FURROW. ,, ' MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT I° ° \� �. / / LO N FILLED CELL DRILL 3/4"X6" MIN. HOLE F PLACE FULL FURROW. MAINTAIN UNIFORM JOINT WIDTH. ° .° \ SET BAR IN EPO XY 6" MIN. LAP ""`` �, GRADE ° t G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE:. °. I .p . REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT NOTES. `~' _ ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE N g 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 0 °L TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE * 110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) ( *(110 FASTEST WIND = 130 3 SEC. GUST. FBC TABLE 1606.1.6.1) ° (2) #5 REBAR. MIN. SECTION mph mph, 16" MIN. Of 3" COVER EA. WAY -■+ EXISTING FOOTING A � SCALE: N.T.S. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL SCALE: 3/4" = 1'-0" SCALE: N.T.S. °' I- F w w W Q Q J ❑ Z cl) � O N � 20Z) ZQ N ix 0 LL 0 Ow L!> LIZWZ QQ w� m Nllj �� LO U) = u- l- O ❑ ❑_ r �Z NQOuj c �Z 1) �iaQof i=u-c uj ❑h w❑00Z ?F- O UZNvw }¢=02 H �❑ �_❑ J W J a. Cn =Ill o�mai F--F- Q 0 dill, on V r_q 0 M � 4 U7 N L\ L\ O L� a? N N Q' �Jcn�r�r� 3� �LLI vi wQF- ~z� W nW/ (' W LJ.. U wW w�-' Z tr�_JJv)O�w<LiUO2JO a x� z E LL O Z 2 O 0 f_:I= owwOzoix0oz =OO (40 a.55wwFvQO UJ a. O Z ¢~¢OW2F<- 2Wo�U�¢ °oa o a¢ 0� 0 LL 0 Z o N N O to 0 cM p z U-T7 > L (" cu QL3) ~ Z —I w LZ�U L JLO CIO O r t� 0 r• 0 r• 0 r• T V_ r T_ O N O CV O CV O N O hl • rl O) 4 co Imo- O O cM r r - r i yc� r O _ LCD O O O O r r N M d r Z Z 0 V�22o ❑III S2 O W 0 a Oa=¢ g i z W h LuI-w =m== Z H UJ O W F— O �Zw Z Z LL. CL a w cl) Z Z Z F- 0 U OZQ a a O w W1 00 O_ > CC LAST PLOT DATE o N 5/265/2011 p O STRUCTURAL H DETAILS-RETRO FIT ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • PC 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTT = 1900 PSI • PC 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 PG = 3000 PSI W/ • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 • 7/32 INCH WIRE PER ASTM A510 INCH SLUMP. • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS, 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 03-0605.05 AND 03-0605.04 NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE REINFORCING AND GROUTING. MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE APPLIED HORIZONTAL LOAD + 1.0 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD SAFE HORIZONTAL LOAD < THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED LOAD FROM NEXT LOWER HEIGHT. BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM 2. N.R. = NOT RATED. NEXT LONGEST LENGTH. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. S. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" REDUCTION => 6472 (.85) = 5501 PLF LINTELS ONLY. 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CR�1"4! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F12.OB 8F16.OB BF20-OB 8F24.OB 8F28.OB 8F32.OB 8F12-IB 8F16.1B BF20.18 8F241B 8F28-IB 8F32-IB 2'-10" (34") PRECAST 2231 E30669 4605 6113 7547 8974 10394 11809 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3719 5163 6607 8054 9502 10951 3069 14605 6113 7547 8974 10394 11809 T-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 1 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 12205 2698 3191 3685 1011 1729 2661 13898 5681 8*7 44 6472 15 9'-4" (112") PRECAST 554 699 1 1160 1625 12564 3486 2818 3302 752 1245 1843 1 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 1 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 il'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 1 873 1254 1684 2193 2805 3552 540 873 1254 1 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-$" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (1$4") PRESTRESSED N.R. NR NR NR NR NR NRP2047 412 710 1250 1733 2058 2320 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR 300 548 950 1326 1609 1849 19'-4" (232") PRESTRESSED N.M. NR NR NR NR NR NR235 420 750 1037 1282 1515 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AZ7'-4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE :LEN�:H:��8RU6 8RF6.0B BRF10-OB BRF14-OB SRF18.OB RF22-0B RF26-0B RF30-OB BRF6-1B ORFIO.16 8RF14-IB 8RF18.1B BRF22-IB 8RF26.16 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 5-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8996 1910893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 1 3129 1 4150 5891 q7 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR 8 PRECAST & PRESTRESSED U-LINTELS 4 ftsm-*"m ^" � _�► SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 V-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS C�,rn4494" ^� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 V-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4"T-4494"1r SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12-IT 8F16-IT 8F20-IT 8F241T 8F28.1T BF32-IT 8F8.2T 8F12.2T 8F16-2T 8F20.2T 8F24.2T 8F28-2T 8F32-2T 2'-SO" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 13966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 12290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 1 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2571 10 3039 10 3508 9 727 1166 1634 P21O2 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 181 15 2152 16 2494 15591 851 1326 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (15i 346 559 14 723 14 887 14 1052 14 1218 14 410 1 420 709 1 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 1 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 8318 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 1 221 1 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 1 175 1 261 10 341 10 416 10 491 10 566 10 124 1 200 1 316 450 1 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS CAz7'-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-IT 8RF*IT 8RF14-IT 8RF18-IT BRF22.1T 8RF26-IT 8RF30-1T 8RF6.2T 8RF10.2T 8RF14-ZT 8RF18-2T 8RF22-ZT 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301(15,1640 15 1980 15 2322 16 395 589 1135 1 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE e 4 q d D D q e D D D O O O O O 0 0 0 8F16-0B/1T 8F16-1B/1T 8F8-1B 0 0 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D /° 4 1-1/2" CLEAR C.M.U. G LuvZLu w 4 #SREBAR AT o 0 t; a ° BOTTOM MIN. (1) c� d x0 , REQ'D m rj z ~ iO 16 GAUGE POWERS a?�Lu 4 OSTEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR 4. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS #5 REBAR AT TOP MIN. (1) REQ'D - 1-1/2" CLEAR C.M.U. F- GROUT a x 0 00 z d #5 REBAR AT BOTTOM 101: OF LINTEL CAVITY 0 0 BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLAN 140 CF ch UNIT '1415' - 1ST FLOOR PLAN 1 /411 = 1'-011 co rn 2 W O ~ V N w W r Lu0-�0 WUO N in �U 0 WZLL WJ 04Uj CD W 2mu- - -OOZ OZ OQ �z o X� o�U W �iZ)WW Lu az > z W 2 cn� d=OoOF- z� WOp0Z - VZNVW >-<LU02 H J �❑ OC�20LU J 0. (n w 20�rmf= F-F- Q O u CIN mcn ami oN Qm 0NCAVT�f�4 W C7 W ° LL (6 LU LLJF-Q w �g~zX XQ-�u)O�cra)U-U0O-�10 <Cl� Q Q U O O ZW 02200Z- v z OROOm -1 ZYeczz `Uw()10-. 0 O Z -i 4g� -2YZ ¢°¢ o� tL¢ O �QLL 0 Z N O (1) C) '(`ip a C) LL � L P, F 03 Qcu J Z (U Z L U ` J U7 LO �M' J cu A O T- O T- O T- r- T r- W O (V O N O N O N O N • r-4 0) 4 CD Tom- O C� M T-L r O� O O O O O N O O O 0 �y v ' Z Z O ' n Lu W in W W p a zw�- w F- W N Z rr1n1 0Oz Lu w W MZZLL. 0 Z vLZN ( y, Z 3:QZ of 1111 r' Sil a O LU " 1415 0 00 LAST PLOT DATE LO o 5/26/2011 p O STRUCTURAL H DETAILS CNGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • PC 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI • PC 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 PG = 3000 PSI W/ • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8 MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD 1.0 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED LOAD FROM NEXT LOWER HEIGHT. BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% 6 ONE 47 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" REDUCTION => 6472 (.85) = 5501 PLF LINTELS ONLY. 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAFE C.RAVTTY I OADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <^XT-044" SAFE LOAD - POUNDS PER LINEAR FOOT -npE LENGT: 8U8 8F8-08 8F12-0B 8F16-0B 8F20-0B 8F24-OB 8F28-OB 8F32-OB 8F8-1B I BF12-IB 8F16-16 BF20.18 8F24-1B BF28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 1 8672 10294 111809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 4249 1663 3090 5365 7547 36 1342 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 R4383 3470 1451 2622 4360 7168 45 6036 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 5061 1238 2177 3480 5381 8360 10394 3 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 17 99 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 1 3486 4705 37 6390 4 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 11141 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 765 315 1 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 CACC r-nAvrTv i nenC Mo All PRFCAST w/ 7" RFCESS DOOR U-LINTELS Cqn-�Rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 0-0B 8RF14 OB BRF18-0B RF22 OB RF26 OB RF30 OB 0.1B 8RF14.1B 8RF18.18 W22-IB 8RF26.1B 8RF30-1B 4'-4" (52") PRECAST 1635 55 3280 4349 5421 6493 7567 99 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 ff18913699 63 2992 3968 4946 5924 6904 99 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 70 1716 2277 2839 3402 396681 4567 6389 8060 34 7917 19 931119 5'-10" (70") PRECAST 810 859 1653 1600 2724 2649 3174 3700 1113 2342 1 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80")?PRECAST 797 901 1825 3120 5048 7747 9448 7360901 1825 3120 5048 7915 9479 10893 32AST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 (116") PRECAST 411 66999 1568 2253 3129 4091 3146 �-526 999 1568 2253 3129 4150 58914 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR R" PRFrAST A PRFSTRFSSFD H-LTNTELS SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 Y-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4' (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4~r4Rrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFF I IPI TFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12-1T BF16-IT 8F20-IT BF24-IT 8F28-IT 8F32-IT 8F8 2T 8F12-2T BF16-ZT BF20.2T 8F24-2T BF28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48"') PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 530 686 1183 1526 1865 2204 R2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15494 599 1028 1422 1738 2053 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41615 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 881 14 1052 14 1218 14 410 420 709 1050 1434 B 1694 B 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 246 390 655 968 1324 8 1625 (1.1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 $72 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 8318 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 (it 393 1 480 1 L567 1 654 1 142 230 369 531 713 7 903 (131 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 99113 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 1 316 450 600 (71 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^w-4Aq" SAFE LOAD - POUNDS PER LINEAR FOOT -____TYPE LENGTH8RF6.2T SRF6-iT 8RF10.1T BRF14-IT 8RF18.1T BRF22-IT 8RF26-IT 8RF30-IT 8RF10.2T 8RF14.2T 8RF18.2T 8RF22-ZT BRF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 1 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-B" (116") PRECAST 395 491 93112 1301 (151 1640 15 1980 15 2322 16 395 589 11351 1514 1 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE o a d Q O - D D v n `pJ'A 'j6' 0 0 0o o° o 8F16-0B/1T 8F16-1B/1T 8F8-1B O O O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° q 1-1/2" CLEAR 1� - C.M.U. -- C ul �x o �uJ ziww 4 #5REBAR AT o O t� a ° BOTTOM MIN. (1) REQ'D p ~ 6 Lu 16 GAUGE POWERS a v ° STEEL BOXED Ln !a 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR 4. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS #5 REBAR AT TOP MIN. (1) REQ'D " CLEAR C.M.U. d J TR Z I-T 00 z L7BAR AT BOTTOM Ln TEL CAVITY '-4 0 0 BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T I NOMINAL WIDTHH L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLAN UNIT '1209' - 1ST FLOOR PLAN 1/411 = 1'-0" 0) rn It w 0 z N W Q Q O -� ❑ Z _ 0 Z N Lu j LL Ow WZWZ 04 LO 0 0 =mom �o 00 L0 -ooz u- ❑ �z 3:-OV5 �0F=W �w z LL��o W LLI ,� W - f4 W Wpo❑OZ ZF- o UZNV W LULu ?y -> Z UJ~S W CD CL MCI w J =0§IMCO 0 I=-F-- Q w E oa U, J IY�OzW Z W Q p 2 J� O� W� LL Y Qp LL J 0 Q Q U �cy� zIt LL �z��pz�¢ ~ H vQia0wwZwaw-w5w<O pagYFQ�w0O� YZ� LL¢ p 0 F¢LL Z 90 0 N (1) CD CEO t�U) cn Mp CL � L.: la- coo J.": Q z 0) J cu CU I,,- ZCU W Lf) J LO T- t' J O \+\r/� O CV O 0 CV O o O N O N N • T.. j O O d'Mal co T- O M co I` r e- O O O O O r ) -° N ` ' Z Z Z 0 WU O W > a W � H0 Z W�¢ w F- W = = Z oz�� F-3: 1-1 Q W O W O ¢Q� J�Z Q Z z cl) Q �QO U Q J d Sil a: O 1209 1U) > N CC LAST PLOT DATE U) LO o 5/26/2011 p STRUCTURAL O F--� �--1 DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. •MATERIALS PC 8 PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 3. INSTALLATION OF LINTEL MUST COMPLY WITH AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 03-0605.05 AND 03-0605.04 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN REINFORCING AND GROUTING. ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) DEFLECTION, EXCEPT LINTELS 17'4" AND LONGER WITH AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD SAFE HORIZONTAL LOAD - THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. NEXT LONGEST LENGTH. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD, 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. SUBSTITUTED FOR TWO #5 REBARS IN 8" REDUCTION => 6472 (.85) = 5501 PLF 6. ONE if/ REBAR MAY BE LINTELS ONLY. 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE LOAD TABLPt) For Gravity, Uplift & Lateral Loads SAFF r.RAVTTY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4CAi7-evRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B BF12-OBr 8RO-OB 8F24.OB OF28-OB 8F32-0B 8F8 iB SF121B 8F201B 8F241B 8F281B 8F3218 2'-10" (34") PRECAST 2231 3069 4605 7547 8974 10394 11809 3069 4605 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 6607 8054 9502 10951 3 669 4605 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3 990 1 5365 7547 36 7342 19 8733 19 10121 19 T-10" (70") PRECAST 1062 1105 1173 1 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44g4006 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 752 1245 1843 2564 3486 4705 3710'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163643 1052 1533 2093 2781 3643 3611'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 582 945 1366 1846 2423 3127 1 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 '4' (208") PRESTRESSED N.R. NR NR NR NR NR NR 300 54 548 950 1326 1609 1849 04 2047 '-4" (232") PRESTRESSED r2l'-4" N R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N-R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR I NR NR I NR NR NR NR 129 1 250 450 j 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 cecG r-DeXm V I nAns FOR R" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LATERAL LOADS FOR P" DDFrACT % PRFSTRFSSFD LJ-LINTELS 4AST CRrn SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REIN*. CMU T-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 VAP (64") PRECAST 411 411 734 5-1011 (70) PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4' (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED ��.Pl_ 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 CgmCRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYpE LENGTH 8RU6 BRN-OB ORFIO-08r328 BRF18.OB BRF22-OB 8RF26-OB !RR OB SRFb 18 BRF101B 8RF181B BRF2218 8RF261B SRF3016 4'-4" (52") PRECAST 1635 1749 3355 4349 5421 6493 7567 1891 3699 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 4946 5924 6904 1756 3699 5206 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 ;3968 2839 340211672481 45678060 34 791719 931119S'-10" (70") PRECAST 810 859 1653 1600 2649 3174 3700 1113 2342 4242 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10693 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 4 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 * SEE NOTE 18 SAFE LATERAL LOADS FOR Q'I DDFrecT •a ?" RFrFSS nnnR LJ-LINTELS cAFF I IPI TFT I nADS FOR R" PRECAST & PRESTRESSED U-LINTELS Ai1-44%4" 4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12.1T 8F16.1T 8F20-IT 8F24.1T BF28-IT BF32-IT BF8.2T 8F12.2T SF16-2T 8F20.2T 8F24-2T 8F28.2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 0034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 1 3079 3966 1 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'4' (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 16N 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113115 147 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 1S 1132 15 2007 1 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 2 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 60614 783 14 96214 114114 132114 428 1 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 W 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 19540 14'4' (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 94 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 C_Y �►Rrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'4' (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 Y-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GAFF I IPI TFT I GADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4"T_CRrn SAFE LOAD -POUNDS PER LINEAR FOOT T YpE LENGTH 8RF6-IT BRF10-IT BRF14-IT 8RFIB-IT 8RF22-IT BRF26-IT 8RF30-IT 8RF6.2T BRF10-2T 8RF14.2T BRF18.2T 8RF22.2T BRF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (S4") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 1 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931(6),3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 Lj6jg 1980 15 2322 16 395 589 1 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE �0. 400 p p ° e e , p o % a o a O O 0 0 O 0 0 O 8F16-0B/1T 8F16-1B/1T 8F8-1B O O O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° q 1-1/2" CLEAR - C.M.U. > G J 2 (� = J � W u L #5 REBAR AT Oa BOTTOM MIN. (1) X Ln REQ'D 16 GAUGE POWERS ¢ m Luv STEEL BOXED r �a �a2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR 4. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J - C.M.U. C z I GROUT 00 z d #5 REBAR AT BOTTOM 0 OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSEID & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1TI NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLAN UNIT '1210' - 1ST FLOOR PLAN 1 /411 = 1'-019 Design No. 1.19,05 March 17, 2004 Bearing Wall Rating - 2 Hit. Nonbearing wall Elating - 2 Hfd Load Restricted for Canadian Applications - See Guide EXUV'7 kfDracMol; Swi. n 1. Concrete Blocks* — "carious d signs. Classification D-2 (2, hr) See Concrete 'Blocks category, for Iist of eligible manufacturers. 2. Mortar — afuu - laid in full bed of mortar® nurn. 3/8 in. this, of aut Ie" Llydrr 2-1t4 and not mere than 3-1/2 parts of ucioan, sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated Irene (bra ce.rnent valume). Vertical joints staggered. 3-_ Parttanad Cement Stucco or Gypsurn Pilaster - Add V2 hr to classification if used. where combustible rnembers are framed in wall, ptasster or stucco must beappliedon the face opposite framing ta achieve .a max. Classification of i-In hr. Attached to concrete blvcks (Item I). 4. Louse Masonry Fill tf all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. S. IFearned plastic* - (optional -hint Shown) - 1-1/2 in. thick max, 4 ft wride, sheathing attached t0 concrete blocks (Itsern 1). THE DOW CHEMICAL CO - Type, Therma.x PROVIDE FIRE RETARDANT TREATED PLYWOOD 4' EACH SIDE OF TENANT SEPARATION WALL WHERE INDICATED ON ROOF FRAMING PLANS ROOF FINISH PER ELEVATION HATCHED AREA INDICATES ---� EXTENSION OF AREA SEPARATION WALL - (2) LAYERS 1"X24" PROPRIETARY TYPE'X' GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS COVERED USING 6" WIDE 1/2" TYPE "X" GYP. (ATTACHED W/ 1" DRYWALL SCREWS AT 12" O.C. TO METAL FRAMING) VOIDS SHALL BE FILLED WITH FIRE RATED MINERAL WOOL OR FIRE RATED CAULK FIRE RETARDANT TREATED — RAFTER TAILS SCABBED ON SITE - EXTEND 24" BEYOND EXTERIOR FACE OF CMU WALL (PER ASTM E-84) 518" THICK CEMENTITIOUS FINISH IN TWO COATS. TYP. U.N.O. AT EXT. MASONRY WALLS. SEE ELEVATION SHEETS FOR TEXTURES 1 EAVE DETAIL 3/4r= 1 -0 PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. - SEE TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS INSULATION BAFFLE - PROVIDE MIN. 1" CLEAR `—H-STUD TRACK NOTE: REFER TO ELEVATION SHEET FOR SOFFIT AND FASCIA DETAILS (2-HOUR FIRE RESISTANT RATED SEPARATION EXTENDED INTO SOFFIT) GSA FILE NO. ASW 10 2 ( 'PRIETARY* OYPS1,111111 PAREL 1 6 $T L HST No wyws I- 2:r pxv40A4y type X gypsurn paneft insetted botwool Nor a , Ainnors WAh OW H SW bob~ aojacentpairsof'0 n°rpan .(NL.ti) A Ne rnlrtirnom air space rm+st be mainialrad bohvw Wool compmwis ajioadocart fraunitig (as kuikaW by dasited finss Ins )� As an aiternete to an ak spaa , fl* n Ir wide bows of r "' WO X Wpm waboaro Lrr fol shoe% of W type X gypsom,wallivartl omw atiadtod to ffip �I, m pon ts. Swd tositad vAth:2 x 4 sW wall faced wwAb' " r ular gypun wal" d 000h Sido af' a InNy and 3is IWW in stub spa0a on both *d. RROP&EtARY OYP$WPAN111. PRODUCT (�wg -P'a fit + p*4m LLC 1" L snsoUw�O Ulm Sha norlu PROVIDE FIRE RETARDANT TREATED PLYWOOD 4' EACH SIDE OF TENANT SEPARATION WALL WHERE INDICATED ON ROOF FRAMING PLANS INSULATION BAFFLE - PROVIDE MIN. 1" CLEAR PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. - SEE TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS " ROOF FINISH PER ---. ELEVATION CMU OUTLOOKERS (TYP) BLOCK GABLE END TRUSS BELOW HATCHED AREA INDICATES --- EXTENSION OF AREA SEPARATION WALL - (2) LAYERS ) 1"X24" PROPRIETARY'TYPE W GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS COVERED USING '` 6" WIDE 1/2" TYPE "X" GYP. (ATTACHED W/ 1" DRYWALL If SCREWS AT 12" O.C. TO METAL ROOF FRAMING) VOIDS SHALL BE TRUSSES A J FILLED WITH FIRE RATED AT 24" O.C. _ MINERAL WOOL OR FIRE RATED SUB -FASCIA CAULK PER ELEV LCMU WALL NOTE: REFER TO ELEVATION SHEET FOR SOFFIT AND FASCIA DETAILS NLY PLAN VIEW (2-HOUR FIRE RESISTANT RATED SEPARATION EXTENDED INTO SOFFIT) 2 EAVE DETAIL 3/4r= 11-011 MOVABLE AND OFFICE PARTITIONS GA FILE NO. WP 6210 GENERIC 1 HOUR 35 to 39 STC SOLID GYPSUM WALLBOARD FIRE SOUND Face layer 24" wide 5/8" type X gypsum wallboard laminated parallel to each side of 1" com .F r' in aligned n i i n 1 4 f m gypsum coreboaid Face la joints a ed o opposite to sides and offset 3/ ro reboard Joints to form an Interlocking joint. Metal track 18 gage 21/4" wide, 3" wide 20 gage snap -In locking base. (NLB) PROVIDE FIRE RETARDANT TREATED PLYWOOD 4' EACH SIDE OF TENANT SEPARATION WALL WHERE INDICATED ON ROOF FRAMING PLANS INSULATION BAFFLE - PROVIDE MIN. 1" CLEAR ARE -ENGINEERED WOOD - TRUSSES AT 24" O.C. - SEE TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS ROOF FINISH PER ----� \ ELEVATION HATCHED AREA INDICATES ---- EXTENSION OF AREA SEPARATION WALL - (2) LAYERS 1"X24" PROPRIETARYTYPE'X' GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS COVERED USING 6" WIDE 1/2" TYPE "X" GYP. (ATTACHED W/ 1" DRYWALL SCREWS AT 12" O.C. TO METAL FRAMING) VOIDS SHALL BE FILLED WITH FIRE RATED MINERAL WOOL OR FIRE RATED CAULK PER ELEV ZCMU WALL NOTE: REFER TO ELEVATION SHEET FOR SOFFIT AND FASCIA DETAILS L PLAN VIEW (2-HOUR FIRE RESISTANT RATED SEPARATION EXTENDED INTO SOFFIT) 31 EAVE DETAIL 3/4r= 11-011 0 H W U a W w¢Q0 J ❑ Z `� T o N W CL ❑ t- N �UOLL U Ow Ln Z WZW J v-� LO 0 =mLL OZ OQ F-000z =-0 Q ❑ I-- W JW Q Z (1) LLLL =) W fn W ❑o0Z I_ U Z N U W 'S i >- <W 2 W Q 'S w CL IL Will =pS'W m� HF=- Q ll" LLI Lli O u p� n U) ., Ln M 00 toV C) 0 L\n"Cl �Ncn��w W W 0LLI N W Q� �=2_�<O<X<L 900�0 Q Q U O OrW.FWWW_[XZQ� =O�WLL'ce>O0X00Z' J Oz O Q^W oHOUWZa �WbQW O LL Q �o Q O z O N N O to � CEO z L M O CL > L C Z �: `U z -� L0 W UJ JLO LO M� w � O � r o CV 0 hl 0 (V 0 CV 0 N • r••l 0 CDM 4 0 ti 0 rT M ti OL o 0 0 0 0 r O �° p O CD 0 t- j t- N M d d r Z Z O Ww�>_ a IUJ CG V ❑ W �p�a ZWTQ WI-W =m== Z aZ�= M Z W W LLzZLL 0 J2Z VTZ(J)i Q Z zz FQ0 v O J a - n: � L 0 U W 1FW= O wlU) 00 LAST PLOT DATE o 5/26/2011 p O FIREWALL H DETAILS