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3160 Retreat View Cir 11-1376 thru 11-1381 (a)E GENERAL PROJECT NOTES a , HVAC 1. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL RELY ON WRITTEN DIMENSIONS AS GIVEN. DIM FACE OF MASONRY/CONCRETIEOR GRIDLINES, UNLESS NOTED OTHERWISE. ALL DIME1' IONS SHOWN ARE TO CENTER OF NS SHALL BE FIELD VERIFIED BY STUD, FINISH THE CONTRACTOR AND COORDINATED WPTH ALL OF THE WORK OF ALL TRADES. IF DISCREPANCIE i E FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE THE',COMMENCEMENT OR MPTION OF WORK. 2. CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DR'W INGS. IT SHALL B CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTAL iATION OF ANY OF TH , 4yWNSULTANT'S WORK AND TO BRING ANY DISCREPANCIES OR CONFLICTS TO THE ARCHITECTS ATTENTION IN'WRQ NG, FOR CLARIFICATI - INTERIOR 3. THE CONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE ALL NECESSAR PERMITS AND INSPI IONS. ANY FEES ASSOCIATED WITH, BUT NOT NORMALLY COVERED BY THESE ITEMS, WILL BE THE RESPONSISILITYNOF THE CONTRATOR - LAUNDRY TUB 4. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRS- NSPORTATION AND /ICES NECESSARY FOR THE SATISFACTORY COMPLETION OF WORK UNLESS DESIGNATED AS "NOT IN CONt'PACT" (N.I.C.) OR "0 t FURNISHED, OWNER INSTALLED" (O.F.O.I). ALL EQUIPMENT, WORK AND MATERIALS SHALL COMPLY WITH ALL C RRENT AND LOCAL LiCABLE CODES AND GOVERNING REGULATIONS, AND THE CONTRACT DOCUMENTS. -MANUFACTURER 5. THE CONTRACTOR SHALL PROTECT ALL FINISH WORK AND SURFACES FROIV DAMAGE DURING T URSE OF CONSTRUCTION AND SHALL . REPLACE AND/OR REPAIR ALL DAMAGED SURFACES CAUSED BY CONT sFr A CTOR OR SUBCON TOR PERSONNEL TO THE SATISFACTION OF THE OWNER AND ARCHITECT. - MEDICINE CABINET 6. UNLESS IT IS SPECIFIED, ACCESS PANELS SHALL BE PROVIDED AND INSTALLED WHEREVER REQ �D BY BUILDING CODE OR FOR THE PROPER OPERATION OR MAINTENANCE OF MECHANICAL, PLUMBING OR ELECTf ICAL EQUIPMENT., I HER OR NOT INDICATED ON THE DRAWINGS THE CONTRACTOR SHALL COORDINATE SIZE, LOCATION, AND TYPE OF ACCESS PANEL H OTHER CONTRACTORS' WORK. NO ACCESS PANEL SHALL BE LOCATED, FRAMED OR INSTALLED WITHOUT THE EXPO ESSED APPROVAL' THE ARCHITECT. 7. ANY WORK IMPROPERLY INSTALLED OR INSTALLED IN CONFLICT WITH THE CONTRACT DOCUME ,.^ SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNEF, ARCHITECT, OR SULTANTS. 8. THE SIZE, TYPE, SHAPE AND LOCATION OF MECHANICAL EQUIPMENT, FIXTURES, EQUIPMENT PA[ ND BASES CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE APPROXIMATE ONLY, UNLESS SPECIFICALLY (NOTED. THE CONT 'TOR SHALL VERIFY DIMENSIONS WITH OTHER TRADES AND/OR THE EQUIPMENT MANUFACTURER. - OPENING 9. THE CONTRACTOR IS RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING A REASON A rE AND PRUDENT OSHA COMPLIANT SAFETY PROGRAM FOR ALL THOSE TRADES PERFORMING WORK ON THE PREMISES. THIS SHOULD M'LUDE BUT NOT BE LIMITED TO THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MIGHT' ANGER VISITORS AND STAFF OF THE OWNER OR ARCHITECT. PNT 10. THE CONTRACTOR SHALL COORDINATE WITH REPRESENTATIVES OF ANY AND;'ALL UTILITY COMI�r - IES TO VERIFY AVAILABLE FACILITIES AND, IF APPLICABLE, TO ESTABLISH TEMPORARY FACILITIES. ADDITIONALLY, THE CONT TOR SHALL COORDINATE THE REMOVAL, ABANDONMENT, AND/OR RELOCATION OF EXISTING UTILITIES BOTH ADOVE AND BELOW DE WITH THE RESPECTIVE UTILITY COMPANIES. PLT 11. SUBSTITUTIONS: REFERENCE TO MAKERS, BRAND, MODELS, ETC., IS TO ESTABLISH THE TYPE A, QUALITY DESIRED; SUBSTITUTION OF ACCEPTABLE EQUIVALENTS WILL BE PERMITTED IF APPROVED BY THE ARCHITECT AND OWNER IDR TO BID (UNLESS NOTED OTHERWISE). LB 12. ONLY NEW MATERIALS AND EQUIPMENT OF RECENT MANUFACTURE, OF QUALITY SPECIFIED, FR FROM DEFECTS, WILL BE PERMITTED ON THE WORK. - POUNDS PER SQUARE FOOT 13. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL ",EQUIPMENT AND MATERIALS, ICH MUST INTERFACE AND COORDINATE WITH OTHERS, WHETHER DETAILED OR NOT. - PRESSURE TREATED 14. FINAL CLEAN UP AND DISPOSAL: THE CONTRACTOR SHAL BE RESPONSIBLE FOR THE REMOVAL CONSTRUCTION DEBRIS, RUBBISH AND WASTE MATERIAL FROM THE OWNER'S PROPERTY TO A LAWFUL DISPOSAL AREA AND PAY ALL: ' ULING AND DUMPING COSTS. SECONDLY, THE CONTRACTOR WILL OBSERVE ALL TO PERTAINATE FEDERAL STATE AND LOCAL LA ` REGULATIONS AND ORDERS REGUARDING COMPLETION OF WORK CLEAN-UP. FINALLY, ALL CONSTRUCTION AREAS SHALL BE L VACUUM -CLEAN AND FREE FROM DEBRIS, INCLUDING, BUT NOT LIMITED TO: CLEAN ALL DUST, DIRT, STEINS, HAND MARKS, PAINT SP' -13, DRIPPINGS, AND OTHER BLEMISHES. - RETURN AIR RO k! it HVAC . ago k! - HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR , �i - LAMINATED VENEER LUMBER �8 - LAUNDRY TUB LGT - LIGHT �aa - MAXIMUM MATL ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BRG - BEARING BLK -BLOCK BLDG - BUILDING BRD -BOARD BTM -BOTTOM CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV ELEVATOR EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXINGUISHER FLR - FLOOR FLOUR - FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GWB - GYPSUM WALL BOARD GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR GYPBRD -GYPSUM BOARD HD - HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MRF -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT - POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP - RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SHI - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR I''OC - TOP OF CONCRETE ATOM - TOP OF MASONARY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VA1L -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER' WL - WIND LOAD 'SNP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD W/S - WIRE SHELF LE N NAR= LENNAR TAMPA DIVISION 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 14 f removed the cabinets at the rear of the Great Roo +p }° Unit 1209 and added a closet door and shelves, updatee truss layouts to CCA and updated firewall details. r V 3.0 07/08/10 Walk-thru revisions 4.0 Clarified the header sizes for the 2nd Floor window 3F 4.1 The AHU door for Unit 1209 has been revised to a "Prter door for the return air to be installed below the doo ww (I Iy 4 t ' "I GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2007 FLOR6,"BUILDING CODE (INCLUDING 2009 SUPPLEMENT,. ), PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFF[ �IENCY, ACCESSIBILITY, AND 2008 NAL NATIOEL, CTRICAL CODES ORDINANCE2-19 - APPENDIX "J" TO FBC PLUMBING 2007 CODE 11. TANKT'Y4,, WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER I`LOW RATE. PUBLIC ACILITIES 0.5 G.P.M. PRIVAT�,FACILITIES 2.2 G. P.M. WS SHOHEADS 2.5 G. P.M. 4, ALL PL, I�MBING WATER LINES TO BE PVPC YTR LOt-EBSITE IONS ARE APPROXIMATE AND MAY CHANGE DUE TO CONDITIONS THE FO�OWINGSHALL COMPLY WITH THE 2007 FBC RESIDE,, IAL. ❑ P'QRCHf ' AND BALCONIES CHAP. 3 ❑ HANDgAILS- CHAP. 3 .10 ❑ GUARDRAILS - CHAP. 3 y; ❑ STAR CHAP.3 ❑ CHIIfMEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5 , LL OPENINGS SHALL COMPLY WITH 2007 FBC WIND LO:bS AS STATED BELOW. ATTACHMENTS OF WjRDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GA " AGE DOORS ARE TO DELEGATED THE MNUFACTURER OF THESE ITEMS. THE M�,,NUFACTURER OF THESE ITEMS SHALL SUBMIT gT1fACHMENTS FOR SITE INSTALLATION. 9F_ ATTACHED SPECIFICATION SHEETS FOR OANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE.6'-8" UNLESS OTHERWISE NOTED ALL SHOWER` ENCLOSURES TO BE TEMPERED GLASS 7.'ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS: (SECTION R308) 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 = II IMPORTANCE FACTOR = 1.11, ^ 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 own o es A17' UNIT'1209' - INTERIOR ELEVATIONS A18 UNIT'1210' - INTERIOR ELEVATIONS I' SNO STRUCTURAL NOTES ,SN1 STRUCTURAL NOTES SSS FOUNDATION DETAILS, °w $4 FRAME WALL DETAILS 54.1 STEMWALL DETAILS ROOF FRAMING DETAILS S6S WALL SECTION DETAILS M SS RETRO FIT DETAILS STSTAIR DETAILS $11-1415 PRECAST DETAILS 3 $11- 1209 PRECAST DETA' � � �� 591- 1210 PRECAST DETAIZS f11V1 FIREWALL DETAILS 3 PALO PRODUCT APPROVAL INFO /I- � I A1.1 PRODUCT APPROVAL INFO ( 3 71 PA1.2 PRODUCT APPROVAL INFO 0 D1.0 PRODUCT APPROVAL INFO 3 D1.1 PRODUCT APPROVAL INFO r D1.2 PRODUCT APPROVAL INFO 7 3 D1.3 PRODUCT APPROVAL INFO i D1.4 PRODUCT APPROVAL INFO i a,, D1_5 PRODUCT APPROVAL INFO D1.6 PRODUCT APPROVAL INFO �IDDZ.O PRODUCT APPROVAL INFO DD2;1 PRODUCT APPROVAL INFO �IUD11.0PRODUCT APPROVAL INFO IVD1.1 PRODUCT APPROVAL INFO WD1..2 PRODUCT APPROVAL INFO WD1, 3 PRODUCT APPROVAL INFO RD1.0 PRODUCT APPROVAL INFO RD1.�1 PRODUCT APPROVAL INFO LT1.0 PRODUCT APPROVAL INFO BUILDING TYPE: V BUILDING CATEGORY: II , NOTICE TO BUILDER IIT IS THE INTENT OF THIS DESIGNER THAT K THESE PLANS ARE ACCURATE AND ARE 4r CLEAR ENOUGH FOR THE LICENSED PROFESSONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING 4 ) ," IS UNCLEAR OR NEEDS ,� ` ',,; CLARIFICATION..STOP..AND CALL THE �I DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE F DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. V_ o aF- N dZ _ INDEX OF DRAWINGS ,SHT NO: TITLE O�CVV O�W. WZ=? N CS COVER SHEET - PROJECT INFORMATION -00Z o Z o ❑o CI N � Z >_ LL�W (06) 6 PLEX - FOUNDATION PLAN W U. Wpm U' Ls)Wo$8Z Z� LU 1 LLI WO2 -W J " A2 � � Q i n da CO) LU Wcn�a =W » 2Z _G�mN I -H 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 = II IMPORTANCE FACTOR = 1.11, ^ 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 own o es A17' UNIT'1209' - INTERIOR ELEVATIONS A18 UNIT'1210' - INTERIOR ELEVATIONS I' SNO STRUCTURAL NOTES ,SN1 STRUCTURAL NOTES SSS FOUNDATION DETAILS, °w $4 FRAME WALL DETAILS 54.1 STEMWALL DETAILS ROOF FRAMING DETAILS S6S WALL SECTION DETAILS M SS RETRO FIT DETAILS STSTAIR DETAILS $11-1415 PRECAST DETAILS 3 $11- 1209 PRECAST DETA' � � �� 591- 1210 PRECAST DETAIZS f11V1 FIREWALL DETAILS 3 PALO PRODUCT APPROVAL INFO /I- � I A1.1 PRODUCT APPROVAL INFO ( 3 71 PA1.2 PRODUCT APPROVAL INFO 0 D1.0 PRODUCT APPROVAL INFO 3 D1.1 PRODUCT APPROVAL INFO r D1.2 PRODUCT APPROVAL INFO 7 3 D1.3 PRODUCT APPROVAL INFO i D1.4 PRODUCT APPROVAL INFO i a,, D1_5 PRODUCT APPROVAL INFO D1.6 PRODUCT APPROVAL INFO �IDDZ.O PRODUCT APPROVAL INFO DD2;1 PRODUCT APPROVAL INFO �IUD11.0PRODUCT APPROVAL INFO IVD1.1 PRODUCT APPROVAL INFO WD1..2 PRODUCT APPROVAL INFO WD1, 3 PRODUCT APPROVAL INFO RD1.0 PRODUCT APPROVAL INFO RD1.�1 PRODUCT APPROVAL INFO LT1.0 PRODUCT APPROVAL INFO BUILDING TYPE: V BUILDING CATEGORY: II , NOTICE TO BUILDER IIT IS THE INTENT OF THIS DESIGNER THAT K THESE PLANS ARE ACCURATE AND ARE 4r CLEAR ENOUGH FOR THE LICENSED PROFESSONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING 4 ) ," IS UNCLEAR OR NEEDS ,� ` ',,; CLARIFICATION..STOP..AND CALL THE �I DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE F DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. V_ INDEX OF DRAWINGS ,SHT NO: TITLE CS COVER SHEET - PROJECT INFORMATION Al 6 PLEX - FOUNDATION PLAN LU 1 A2 6 PLEX - 1ST FLOOR FILLED CELL PLAN Ln � M U CD 00 X43 6 PLEX - 1ST FLOOR PLAN �� e� ��•VW1 Mnn �O I 6 PLEX - 2ND FLOOR PLAN v o :4 A5 UNIT'1415' - 1ST & 2ND FLOOR PLAN ;A6 UNIT'1209' - 1ST & 2ND FLOOR PLAN A7 UNIT'1210' - 1ST & 2ND FLOOR PLAN A8 6 PLEX - 1 ST FLOOR - ROOF FRAMING PLAN A9 6 PLEX - 2ND FLOOR - FLOOR FRAMING PLAN A10 6 PLEX - 2ND FLOOR - ROOF FRAMING PLAN All 6 PLEX - ROOF PLAN Al2 6 PLEX - EXTERIOR ELEVATIONS Al UNIT'1415' - 1ST & 2ND FLOOR ELECTRICAL PLAN �I A14 UNIT'1209' - IST & 2ND FLOOR ELEG"IRI'i�AL PLAN A1S UNIT'1210' - 1ST & 2ND FLOOR ELECTRICAL PLAN I A16' UNIT'1415' - INTERIOR ELEVATIONS 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 = II IMPORTANCE FACTOR = 1.11, ^ 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 own o es A17' UNIT'1209' - INTERIOR ELEVATIONS A18 UNIT'1210' - INTERIOR ELEVATIONS I' SNO STRUCTURAL NOTES ,SN1 STRUCTURAL NOTES SSS FOUNDATION DETAILS, °w $4 FRAME WALL DETAILS 54.1 STEMWALL DETAILS ROOF FRAMING DETAILS S6S WALL SECTION DETAILS M SS RETRO FIT DETAILS STSTAIR DETAILS $11-1415 PRECAST DETAILS 3 $11- 1209 PRECAST DETA' � � �� 591- 1210 PRECAST DETAIZS f11V1 FIREWALL DETAILS 3 PALO PRODUCT APPROVAL INFO /I- � I A1.1 PRODUCT APPROVAL INFO ( 3 71 PA1.2 PRODUCT APPROVAL INFO 0 D1.0 PRODUCT APPROVAL INFO 3 D1.1 PRODUCT APPROVAL INFO r D1.2 PRODUCT APPROVAL INFO 7 3 D1.3 PRODUCT APPROVAL INFO i D1.4 PRODUCT APPROVAL INFO i a,, D1_5 PRODUCT APPROVAL INFO D1.6 PRODUCT APPROVAL INFO �IDDZ.O PRODUCT APPROVAL INFO DD2;1 PRODUCT APPROVAL INFO �IUD11.0PRODUCT APPROVAL INFO IVD1.1 PRODUCT APPROVAL INFO WD1..2 PRODUCT APPROVAL INFO WD1, 3 PRODUCT APPROVAL INFO RD1.0 PRODUCT APPROVAL INFO RD1.�1 PRODUCT APPROVAL INFO LT1.0 PRODUCT APPROVAL INFO BUILDING TYPE: V BUILDING CATEGORY: II , NOTICE TO BUILDER IIT IS THE INTENT OF THIS DESIGNER THAT K THESE PLANS ARE ACCURATE AND ARE 4r CLEAR ENOUGH FOR THE LICENSED PROFESSONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING 4 ) ," IS UNCLEAR OR NEEDS ,� ` ',,; CLARIFICATION..STOP..AND CALL THE �I DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE F DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. V_ a L ui U, W W W Q a n J 1§ Y Z 6 Z x 3 W ¢°X ;<0i <:xaiLL0oo ;o d H O(0W�Oz0W00WZH8 BOO _,(qa>zYOLU ZZLL0 0( O Z Ja<0W< WZ on. W <0W gt-P gY`pmj¢ Q OQ 0 � 0¢Q� u Q Z W J O Z O CV 0 N O coo M O < LCL ~ r > Z J N Z�U W L J LO c- o o 1 O O 0 C) O N N N N N • p..� O (4 M ti C) � oooo O p O Q O � N M d' d' r � r-4 U ;..4 W O U �. 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U ) PAD W/ NO. 5 REBAR cv ) AT 6" O.C. E.W. 13'4" 6 4'-10" 1, 2'-11" 4'-3" CC S �3_-- aoo. ) O O u J1 1 I ( (3) 2X4 P.T. BL �� W/LTS19ABV idl UNIT '14.15' FOOTING DETAIL 1/411 /4" 1'-0" z� U r 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 6" O.C. E.W. (TYP AT COV. PORCH) 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 o TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN C° 00 ALTERNATIVE TERMITE PROTECTION TO 1w c` i SOIL POISONING (TYP) 20"X20" CONC FTG - W/(3) #5 RODS CONT c J It m v= bo v ao 24" x 24" x 12" CONC. PAD --� W/ NO. 5 REBAR AT 6" O.C. E.W. BOT. THICKEN EDGE TO 8 O H a_ 7 ELEV.8 A16 (-) 0'-3 1/2" A18 09*1 I , K �I IPJ JI��rR G��P� 0�� I s"o sT o ?s-- o I2, gckti <qj, 501 THE WATER SERVICE LINES TO s MAIN LINE BE 1" FROM r 5P UNIT'1209' PLUMBING RISER DIAGRAM IIU II it (3) 2X4 P.T. BUG U W/ LTS19 ABV 24"X24"X12" CONC. PAD W/ NO.5 REBAR AT 6" O.C. E.W. (2)2X4 P.T. BUC W/ I TS19 ARV r (2) 2X4 P.T. BUC ' W/ LTS19 ABV Ft) CC . ) I ) I 53 I -(2) 2X4 P.T. BUC } ) I W/ LTS19 ABV UNIT 11209' FOOTING DETAIL 1/411 /4" = 1 ' 0" U F- u - CL H d. ELEV. Ah A g (-) 0'-3 1/2" A17 1 'la'_(1° U H bo a- ELEV. (-) U-31/2" oorZ-qt,U �o < 4,q CO GJo P� STgclyN ,�JO `L 3 �Nk 2' o y s THE WATER SERVICE �PFL LINES TO BE 1" FROM GaP�\ MAIN LINE UNIT '1210' PLUMBING RISER DIAGRAM I (3) 2X4 P.T. BUC— W/ LTS19 ABV 36"X24"X12" CONC.- PAD W/ NO.5 REBAR AT 6" O.C. E.W. UNIT 11210' FOOTING DETAIL 1/411 /4" = 1'-0" U� H CL ELEV. (-) U-31 /2" ELEV. r1k ELEV. (-) U -31/2"W) 7 8 (-) 0'-31 /2„ ULL 16 A18 U� I- oo o0 6 PLEX - FOUNDATION PLAN 1/811 /8" = 1'-0" ELEV. ELEV. ELEV. ELEV. g= �(-) 0'-31 /2" (-) 0'-3 1/2" (-) U-31 /2" Al7'' �� 0u_ v v I- co I- oo h coo ar- U� H ELEV. (-) U-3 1/2" THICKEN EDGE TO 8" (TYP 1"4" AT COVERED PORCH) 30" x 30" x 12" CONC. PAD W/ NO. 5 REBAR AT 6" O.C. E.W. (TYP AT co COV. PORCH) o co I NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ACI224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL 0 = 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. J S6 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 C? io BORACARE TREATED LUMBER IS AN M v ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) _T_20"X20" CONC FTG _W/(3) #5 RODS CONT 24" x 24" x 12" CONC. PAD W/ NO. 5 REBAR AT 6" O.C. E.W. �,_ THICKEN EDGE TO 8" Lo rn LL' W I- U N w aa0 Ma=o 0 O 0 -' ow a:0U.0 28 w z w z N O w w to F- o HO0Ow ufz rr z o 0o a i=O w >Z W oW �'`o _ amu. ate 0� 0 Lua88Z KFf 0 }¢wC9 Iw. wMW 0 a oo m =o3mv=i 0 v � v RE) m 3 U-) o Uc°,.IcnUGr� ILLI Ui w0h W w~¢ W W �0��¢O¢�¢�U00_'0 Q Q U �ao�o"o�ooo 11 m�z�U C) 0 0 U)wa a. jinww�NLLow¢p�� �OZ ¢9¢owQoZwz��Voa LL Ow ger- wz�¢ ¢ 0 0 Z) a¢ U- ¢ O ¢ w O Z 0 N N o U�(D > L. cc c) a�LL~ Q��'� Q ~ Z Z�U W WLo J Lo T \W\' 0 0 0 O o O O O OCV N N N N •- O� 0 0 0 0 0 r �° O0 0 0 0 r- �"'� > N M d' d' r Z z O ' n V o wz p U cn C)o Q W 0o_ OW�a Zorl-w .� I -moo !!_ _ H 2 Z V z CLLL �zzw W O_�Z Z F-. ¢ O Q0 O C) J �,o a O v w A 1 7: 2 WNU) uo LAST PLOT DATE o 4/18/2011 p -I-1 O 6 PLEX - F�� � FOUNDATION PLAN 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" 11'-8" 9'-8" 11 "-8" 11'-8" 9'-8" 11'-8" 9'-8" 12'-0" 8'-4" 5'-0" 6'-8" (1'-0" 5"-8" 11' 4" a 20"X20" CONC FTG ('_p" 5'-8" THK EDGE TO 8" 1'_p" 5'-8" 1'-0" 11'-4" 5'-8" 6'-8" 5'-0" 8"_4- -11611 1p.. 1, 4„ 4.. 1,_8.. 1"-4" 4" W/(3) #5 RODS CONT 1'_g" 1'-4" �� 42 X 42 A/C PAD V-4" 1'_8" 4.. THK EDGE TO 8" 1'-4" 1'-8" 4° 1� 4� 1p„ 1. 6.. L 42" X 42" THK EDGE TO 8" 42' X 42 A/C PAD -42" X 42" 42" X 42" S3 YP A/C PAD 42" X 42" N A/C PAD A/C PAD A/C PAD N ° n V-4 1 -4 J n 1'-4'" n 'v ° ° I ____ 1'_ HB HB S6 � „ 1H46 1 I ch HB I co ih ° co ° o o n ° ° ih 1'-4" ° co p N ° p ° II ° ° o° °o ° ° ° ° HB N n ° o° ° ° ° a ° ° o ° I 3/4" DP X 9 1/2" —�4--- o 3/4" DP X 9 1/2"I ' B o 3/4 DP X 9 1/2 o (WIDE RECESS o I3/4" DP X 91/2' p I WIDE RECESS M n o ° u ° ° _ 3/4" DP X 91/2" Fo WIDE RECESS o o I WIDE RECESS REF �) II M _ ti I S6cf) I ) REF 17 M ) `o " �° ° - RECESS n iv WIDE o SEE DTL CSS ° ° nb F 6'-5" )2/Al 10'-5" 4'-6" 6'-5" 3'-11" 11'-0" REF 11'-0" 3'-11" 6'-5" 11'-0" 3'-11" 6'-5" WIDE RECESS TL N —� 2/A1 EE DOR ° n FOR FOOTING DETAIL I I (1 I-"'�� SEE DTL 4/A1 FOR SEE DTL RE 3/A1 FOR FOOTING �`� �_ I—,-- - ,,,� SEE DTL 16"X24" CONC FTG 3/A1 FOR NI F mF ?® — SEE DTL 3/A1 FOR FOOTING DETAIL ° FOOTING DETAIL �T� �° DETAIL co FOOTING W/ FOOTING ) 16"X24" CONC FTG n B N 16"X24" ° DETAIL RODS CONT. I DETAIL ) W/ 4 #5 RODS ( ) CONT. ° S6 CgNC_ELCj ) - \) o ) B ) i� 16"X24 W/ (4) #5 L - I B �r B S6 co CONC FT I RODS CONT. F S6 i S6 ) ELE . W/ (4) #5 I C L— C I ) U-11/2" J ROD 43/' 86 o a 00 I) �;A CONT A 3/ " DP X) A o DP X I I ) ° 15'-2" ~ °2o I 1� n r 3-5 A ) ELEV. 56 ) - I S6 I rn 9 1/2" S6 N ) 9 1/2" )11 lo 3'-5" 15'-2" 4'-7" ° _ I 2' 2' J C.J. S6 I a, (-) 0'-31 /2"' I � I I ELE (-) Oi-3 1/2" ELEV. I 0'-3 1I/2" WD R�CESS ELEV. 0'-3 1/2" WD RtCESS 2'-2" � r" CA ELEV. �- I _ _ D P X 9 1 /2" i a �(-) �(-) l° _ = �I I R Fr3/4" WIDE RECESS C.J - �-- - n C.J L_ -a a �- - ..C.J_ u ° a �- - - - ° I 05 ° I H as R F in I I I ) bo 4�� THICKEN EDGE TO 8" 4" I I 3/4" DP X 9112" _ v ) 4."J\_1CONC I20"X20" FTG 4„ o? d I I ) U a I o J I I WIDE 16 X24 � A W/ (3) #5 � o 13 13° U ° d ) 3/4" DP X 13" ) RECESS CONC FTG S3 ° RODS CONT ° 1 "� 3/4 DP X 91/2" 3/4" DP X 13" WIDE RECESS r `� WIDE RECESS W/ (4) #5 THICKEN 11 WD RECESS ° UI ° L U RODS CONT. UI ° io EDGE TO 8" °zo 1] 13 ZiD °° Do o 3 a _ _ 130 o c ILo ° ° ° 0 13 1313 3/4" DP X 13" L JJ f A 3/4" DP X 13" �_p"� �_p�� 3/4" DP X 13" 3c° _p,- 3/4" DP X 13" A WIDE RECESS S3 S3 S3 HB WIDE RECESS HB HB WIDE RECESS HB WIDE RECESS 53 TYP TYP T-8" 3'- '-8" 8'-0" '_4" 4" 3,_2„ T-0" PE 8'-0" 3'_p" 0" 3'-4" 3'-0" 8'-0" 3'-0" 3'-0" 8'-0" 3'-0"' 3'-4" 3'-0" 3'-0" 8'-0" 3'-0" T-4"' 3'-0" '-,C 8'-0" '-8" 3'_4" 7'-8" 1'-4" 12'-4" 13'-0" 4' 6 7'-4" 14'-0• 4" 8' T-4" 14'_0" 14'-0." 7� 11 4 p 14'-0'" 7' 4.. 8" 4.. 13'-0" 12'-4., 11 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 je 136-0" /Z ELEV. r1k ELEV. (-) U -31/2"W) 7 8 (-) 0'-31 /2„ ULL 16 A18 U� I- oo o0 6 PLEX - FOUNDATION PLAN 1/811 /8" = 1'-0" ELEV. ELEV. ELEV. ELEV. g= �(-) 0'-31 /2" (-) 0'-3 1/2" (-) U-31 /2" Al7'' �� 0u_ v v I- co I- oo h coo ar- U� H ELEV. (-) U-3 1/2" THICKEN EDGE TO 8" (TYP 1"4" AT COVERED PORCH) 30" x 30" x 12" CONC. PAD W/ NO. 5 REBAR AT 6" O.C. E.W. (TYP AT co COV. PORCH) o co I NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ACI224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL 0 = 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. J S6 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 C? io BORACARE TREATED LUMBER IS AN M v ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) _T_20"X20" CONC FTG _W/(3) #5 RODS CONT 24" x 24" x 12" CONC. PAD W/ NO. 5 REBAR AT 6" O.C. E.W. �,_ THICKEN EDGE TO 8" Lo rn LL' W I- U N w aa0 Ma=o 0 O 0 -' ow a:0U.0 28 w z w z N O w w to F- o HO0Ow ufz rr z o 0o a i=O w >Z W oW �'`o _ amu. ate 0� 0 Lua88Z KFf 0 }¢wC9 Iw. wMW 0 a oo m =o3mv=i 0 v � v RE) m 3 U-) o Uc°,.IcnUGr� ILLI Ui w0h W w~¢ W W �0��¢O¢�¢�U00_'0 Q Q U �ao�o"o�ooo 11 m�z�U C) 0 0 U)wa a. jinww�NLLow¢p�� �OZ ¢9¢owQoZwz��Voa LL Ow ger- wz�¢ ¢ 0 0 Z) a¢ U- ¢ O ¢ w O Z 0 N N o U�(D > L. cc c) a�LL~ Q��'� Q ~ Z Z�U W WLo J Lo T \W\' 0 0 0 O o O O O OCV N N N N •- O� 0 0 0 0 0 r �° O0 0 0 0 r- �"'� > N M d' d' r Z z O ' n V o wz p U cn C)o Q W 0o_ OW�a Zorl-w .� I -moo !!_ _ H 2 Z V z CLLL �zzw W O_�Z Z F-. ¢ O Q0 O C) J �,o a O v w A 1 7: 2 WNU) uo LAST PLOT DATE o 4/18/2011 p -I-1 O 6 PLEX - F�� � FOUNDATION PLAN NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS ALL DIMENSIONS ARE TO CENTERLINE OF FILLED CELL ALL DIMENSIONS ARE TO CENTERLINE OF FILLED CELL 6 PLEX - FIRST FLOOR FILLED CELL PLAN co rn U � w LLI Q oW W zi - = N �_ 0- �u00-� Ow OCUu.Z wZw- 2� N >WX� In T-(j) 0Zo LL. ~OOW Z LL In �. D Z jo ;z Z } LLZDWF- Ng amu- 0� w 0 Iz— ZN 0 a �awo2, I- In Z Z UJ LUC9=a-1 �w �O a J Will o�m:W3 4 • d U V c U-) c� %�o N N Q A� yin UNU)UP r W (W r.e"D W oL w0f- w0¢ ¢�¢ W<9 Ze z w02 <O'S�u)LE u-�O au)wow9o-oRoomgz w w- w - a � o - U)0Z o'" wm _3 ¢< w �ZWWo�Ua¢ LL Op IX p m p a z g Q <LL. wQ O H O Z O ON a) O t:! (o U) co V _ 7 > cc m ~ Q (a Z N Z 0 U W WLo J Lo J r OOO.- � ON O O N p N O N p N • rl O 'ci' CG O M I�- c O I N cri d' 4 1 Z O V �� WU> WWF> U w "0 o C O a= Q W ►- .� �wDOf rr1n� � m00 H h 1:Z VZ? ^; 0-zZrt V/ W 0-Z O Z u - a- w h� Z y¢0 O c) U a t`J A2 0 O U W 2 WO LoN LAST PLOT DATE 4/18/2011 o p O 6 PLEX - 1 ST FLOOR �....� �.] FILLED CELL PLAN Im TIE BEAM AT 9'-4" 00 � v 00 zo d' M r ih r "v ao c d " w� m wQ TIE BEAM, AT 9'-4" A16 A18 A17 ' 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 25'-4" UNIT'1415' MIRROR CABINET A.F.F. 1 iA,_n,, 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 81" 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 M = FILLED CELL W/(1) #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 3�' - 53 SQ. FT. GARAGE = 271 SQ. FT. TOTAL SQ FT = 1823 SQ. FT. 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 L71, '_% = 52 SQ. FT. GARAGE = 288 SQ. FT. 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. FT. REAR PORCH 11?;? „5" 52 SQ. FT. GARAGE 288 SQ. FT. TOTAL SQ FT = 1591 SQ. FT. �o m 7 8 8 m r or 16 A18 A17 w r w r 6 PLEX - 1 ST FLOOR PLAN 1/811 /8„ = 1'-0„ and 2i 0°a, m� Lu w TIE BM AT 9'-4" m0) 1= q o (0 S6 r ih r ice) M v AT 9'-4" 9) 0 =w c U N w 25'-4" UNIT'1415' 21'-4" UNIT'1210' r o 21'-4" UNIT'1209' 1- 053 0W 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209' MIRROR 28WZw N 25'-4" UNIT'1415' MIRROR 13'4" m 12'-0" 9'-8" 11'-8" O� 9'-8" 111-81, HLu ZO �0 11'-8" LL 9'-8"' >� 11'-8" 9'-8" LL w 12'-0" 13'-4" m —CO WU. m� Z� 0 0 C4 0 ~ '�� >-¢ca Z=C9� RL wcnr='a Nw 0 _osmca I-1- 1'-4" 10'-8" 5'-0" 6'-8" 1' 0" 5'-8" 5'-6" 5'-10" 1'-0" ( 5'-8 u T-4" 11'-4" T-4" 1'-4" 1'-4" 6'-8" 5'-0" 10'-8" boc\ 1'_8"" 1'41') ur) 3 t� CD 4" 1'_8" 1'-4" a� o •� a� UNCI UR.. w Lu a' LJJ Ld co W Q �' w h Q 0 J w Y z w z q�tnO�a(0 LLL 1'-4" 1'-0' 4' V-4" 1'-0" 4't D oQz¢w¢ LL¢ O rau. O Z O ON N O te (A M O ❑ M O Q ❑ J CL LL CD o� > N zcu f¢-- N C� z j N ZQU W w `O J L w " r Z ¢ TIE BM TIE BM TIE BM Ad p O O r- TIE BM AT 9'-4" o N AT 9'-4"w 0 N 0 N AT 9'-4" • r�1 Ah TIE BM AT 9'-4 C) AT 9-4 �� O c� m f*- r- TIE BM TIE BM m I= m - 00 0 0 0 0 Woo w o AT 9'-4" AT 9"-4" w o z Q w o r • o 00 o o r 1--t m oo hkTIE BM I- r Z Q - Q OPEN w 'Lu ! F' SLAB ? Q z z O AT 9'-4" SLAB ? Q W0�o Ly > z Q v o SLAB J r r r z Q o OW7 m to o - ----- io I - .� - N Io F -m00 56 N -- "� _ o `r Z w 0 rr r zQ 04 -- _- q O - — COV. i-zzu- COV. _ ,- - Q.zQw J z o M� COV. PORCH I ( � I PORCH I ~40 o � `r' N c 2'-2"" I PORCH 10'-6" I w � V. A3 m O V w W N COV. O = U) COV. f-2" I > t�� M LAST PLOT DATE 4/18/2011 o O PORCH I I j I PORCH I PORCH 0 6 PLEX -1ST i M m. I m- m I II a I o II m I m- "'I o M m_ I m w GREAT o w °o DINING o I - KIT -�I DINING w o KIT - I DINING w 'mo r �'' w OD " r� I r r ROOM zQ I IzQ B - - r r r rF ZQ w- o �� GREAT I i _ S6 z¢ GREAT ROOM I z Q TIE BM KIT TIE BM KIT TIE BM TIE BM z ¢ ROOM TIE BM AT 9'-4" AT 9'-4" AT 9'-4" AT 9'-4" TIE BM AT 9'-4" I m _ m _ AT Im- II I w_o? �o I (woo ro' I w°D H� I UJ r� I m. wo Lu ro rr I ? ¢ Irr z ¢ zr - ¢ zr - ¢ rr r r DINING I r r Z ¢ WDR DINING j B B GREAT ROOM GREAT ROOM B GREAT ROOM PWD Z ¢ DINING _ S6S6 S6 S6 I A --- 0 o A I m- I ,, A I m: I m I m- FOYER m- 00 FOYER S6 o 0 S6 FOYER F_ o — FOYER o A 1, -- --� w� -- w -' S6 0 PWD z r ¢TIE PWDR I z I- S6 ¢TIE z ¢ WDR z WDR GARAGE KITCHEN GARAGE j BM °o = w__ BM MTIE w BM "" m 0a TIE BM OYER KITCHEN FOYER AT 9'-4" o" AT 9'-4 o AT 9 -4 I o AT 9'-4" I - 0°0o zQ I I Woo zr ¢ °°� w zQ w00 m II CD — _ 00 --OG� oo I :7 w -" -o rr 00 -o I -r _ _"00 -o Hr _" -o rr o--- rH (ENTRY rQ---- �n ENTRY z —_-- —_--rQ EN RY ----~Q EN RY Iz� ¢ I r1kTIE TIE BM z — - --- I ----- ----- — --- I Q BM op I ENTRY I I AT 9'-4" (GARAGE m GARAGE m o I GARAGE I m GARAGE I AT 9'-4" I ENTRY � a I r w�Q I o a ------ 11 1j1% - 5 A ' A A S3 >S3 S3 3" 5'-5"L3-4 '-8" 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'-8"" 3'-0" 8'-0" 3'-0"" 3'-4"" 3'-8" '-4" 8'-0" '-8" 5"-5'" J 4"' 6 4""8" 4"' 1' 12'-4" 13 -0' 714 "" 14 "" T-4' ' "" 14 0 14 -0 "" 7 -4 "" 14 -0 "" 7 -4 "' 13 -0 12 -4 "" i0 1 25-4 U141 .;'1415 21-4 UNIT 1210 21'-4 UNIT'1209 21-4UNIT 1209 MIRROR " 21-4UNIT 1209 MIRROR " 25 4 UNIT'1415 MIRROR 136'-0" �o m 7 8 8 m r or 16 A18 A17 w r w r 6 PLEX - 1 ST FLOOR PLAN 1/811 /8„ = 1'-0„ and 2i 0°a, m� Lu w TIE BM AT 9'-4" m0) 1= q o (0 S6 r ih r ice) M v AT 9'-4" 9) 0 =w c U N w Z Q _ r o Wa_ 2a �8OJ 1- 053 0W r LL 28WZw N m w 0 U. -00z O� HLu ZO �0 }y.Zoe Z. >� w LL w m —CO WU. m� Z� 0 0 C4 0 ~ '�� >-¢ca Z=C9� RL wcnr='a Nw 0 _osmca I-1- a° 0 u U ONch Cn �m000 U.) ON boc\ ur) 3 t� CD a� o •� a� UNCI UR.. w Lu a' LJJ Ld co W Q �' w h Q 0 J w Y z w z q�tnO�a(0 LLL Q U 7Ox¢zuU-U- z20f��F-¢Q >zYn�z�o Qp�a d�Z _jODn ¢o ����Z�Wo�c�i�a- OX o D oQz¢w¢ LL¢ O rau. O Z O ON N O te (A M O ❑ M O Q ❑ J CL LL > N zcu f¢-- N C� z j N ZQU W w `O J L p O O r- r o N 0 N 0 N 0 N 0 N • r�1 C) ('n O c� M � f*- r- 0 0 0 0 0 r • o (� o o r r z z O V W0�o Ly > Q(11 V0 Q a OW7 a zarw .� F -m00 Z c�z= i-zzu- W Q.zQw J z a M� z ~40 w � �, / t`J A3 m O V w W N O = U) > t�� M LAST PLOT DATE 4/18/2011 o O 0 6 PLEX -1ST FLOOR PLAN S6 M N M It CO M cV 00 0? ao a00 O� 1-- O.P. AT 18'-8" m00 00 TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK r 20" A.F.F. w 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. F.O.P. 75" TO TOP OF 21'-4" UNIT '1209' AT 18'-8" 21'-4" UNIT '1209' MIRROR 25'-4" UNIT '1415' MIRROR 2 m 0? bo 9'-8" 11'-8" 9'-8" 111-81, CAL 11'-8" 9'-8" T-0" 18'-4" 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 21'-4" UNIT '1209' CABINET A.F.F. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P.E AT 18'-8" AT 18'-8" T.O.P.AT 18'-8" AT 18'-8" AT 18'-8" AT 18 -8 ao ao ao °° g °° m °° FLP-u: 00m00m°°00bo W8 LuA18ui Q A17 P: 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 rp— [fl 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 Z-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) m 00 1- Q T.O.P. AT 18'-8" m op w� 1= 7 8 A16 A18 co m00 W r F- T.O.P. iQ AT 18'-8" 6 PLFX - 2ND FLOOR PLAN 1/811 = 1'-0" W r � T.O.P. Q 2 C0 " ap ao w00 map moo F -Q W ~ NQ T.O.P. T.O.P. ~ ¢ T.O.P. AT 18'-8" AT 18'-8" AT 18'-8" AT 18'-8" 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 SO. FT. 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. 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. T.O.P. AT 18'-8" AMboo ch W W v v), = IJV -V .- 04 '1415' 21'-4" UNIT '1210' 21'-4" UNIT '1209' 21'-4" UNIT '1209' MIRROR 21'-4" UNIT '1209' MIRROR 25'-4" UNIT '1415' MIRROR 25'-4" UNIT 9'-8" 11'-8" 9'-8" 111-81, 11'-8" 9'-8" 11'-8" 9'-8" T-0" 18'-4" 7'-0" I-ai.-r' w >Z w �oW�a u�0 �uj U- 1- in - z CO)o I1Ja$VZ 1- 6'-1" 12'-3" 3'-0" 3'-8" 4'-2" 5'-6" 5'-8" 5'-$" 4'-6" 5'-2" 6'-0" 6'-0" 5'-8" 5'-2" 4'-6" 5'-8" 5'-8" 5'-2" 4'-6" 3'-8" 3'-Q" 12'_3" 6'-1" 411 uj =W—D 2Z _aomN 1-I- 411 411 411 LU qa 0 u S6 --- �./ cY i cz —_ _ ctS l� a; ed N N Q Uc�vU U� w Lu w ow w0� w'0- ¢ <' _j �gsezw z ¢ J 0� W U) LL 0 020-0 Q (� =I— OR¢Q � ztWiLLOz��OhQQ gW�wOZOwFnwmzz), w(Lw6wwi-v�w�QOE_j 0 U) 0O Z to M BATH ih BATH LBATH M M. M' 0o BATH 10 ab0 co cc) Zo N 0 N O U) � C� -coa <0_jI'. T7 0° w ® zo Q CO Qm IN m H ~ Q I Z N M MASTER SUITE "7 arp W WIC T.O.P. J r I I W.I.C. T.O.P. LU1 Q WIC MASTER SUITE 1 I MASTER SUITE 1 1 _ AT 18'-8" WIC °°10 L J I M. AT 18'-8" _ I', B I L m W. MASTER SUITE �- J M. MASTER SUITE MASTER SUITE I -J S6 — ¢ — _I BATH I BATH ILS m� — *< , Q 0 0 0 BATH BATH I BATH •'- 4 I T 0 CV I r 0 N #2 #2 ON O �► m � h• BEDROOM 1 o — — — — — 0 UTILITY UTILITY 0 0 0 ° B I _lo S6 I 0 0 m moo S6 C.I — ® I m00 B I Lu S6 > m00 I p4 w� 1 w�LO � ¢ �— —J � — � — 1 1= ¢1= T.O.P. T.O.P. T.O.P. ¢ T.O.P. r BATH AT 18'-8" AT 18'-$" AT 18'-8"60 AT 18'-8" BATH 2 00 UTILITY BED BED B BED00 100 00 ROOM ROOM w `- S6 ROOM W `- H — — I _ 1 ~ ¢ ~ #2 BEDROOM #3 _ BEDROOM #3 #2 ~ ¢ BEDROOM #3 #2 ~ ¢ BEDROOM #3 BEDROOM #3 I =1-=Z z �Z� z Z LL I BATH #2 I I 1 ULZU) h� a z BEDROOM #2 ¢0 BEDROOM #2 Z _ — � I I I I I I I I L---------� A4 0 O U w I-- ,--- —J--� _--- ---- ----� O 3: 6'-211 61811 61.411 3'_6" T_2" 6'-10" 3' " 31-611 7'-01 71.011 37 7'-0" 7'-0" 3'-6" 3,-611 / �7 V Ir 71.011 71-0.1 31.611 31_61• („_411 61.8" /••_2" 6,_,111 O �7 L 6'-2" 4/18/2011 4' Ir 4"1O 4" 0 6 PLEX - 2ND 13'-0" 4" 3'-6" 7'-4" 14'-0" 7'-4" 14'4" 14'-0" 7'-4" 14'-0"Ilk 7'-4" 13'-0" 12'-4" 12'-4" lie 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 A16 A18 co m00 W r F- T.O.P. iQ AT 18'-8" 6 PLFX - 2ND FLOOR PLAN 1/811 = 1'-0" W r � T.O.P. Q 2 C0 " ap ao w00 map moo F -Q W ~ NQ T.O.P. T.O.P. ~ ¢ T.O.P. AT 18'-8" AT 18'-8" AT 18'-8" AT 18'-8" 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 SO. FT. 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. 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. T.O.P. AT 18'-8" AMboo ch fV 00 r T.O.P. AT 18'-8" 0 4 0) 0) F- U $ W v v), = .- 04 0W OC (a wZ Z — LO fV 00 r T.O.P. AT 18'-8" 0 4 0) 0) F- U $ W w�d¢Z �a�o v), = .- 1 0W OC (a wZ Z — LO W N H00W ItLL ooas ¢ I-ai.-r' w >Z w �oW�a u�0 �uj U- 1- in - z CO)o I1Ja$VZ 1- Lu(Z_9=0'j a w N w a uj =W—D 2Z _aomN 1-I- LU qa 0 u � CJ ILIA) 'm �./ cY i cz 0 ctS l� a; ed N N Q Uc�vU U� w Lu w ow w0� w'0- ¢ <' _j �gsezw z ¢ J 0� W U) LL 0 020-0 Q (� =I— OR¢Q � ztWiLLOz��OhQQ gW�wOZOwFnwmzz), w(Lw6wwi-v�w�QOE_j 0 U) 0O Z Q0w0M►-,z�YO¢¢O¢ OQ 0 O<<X LL LL Zo N 0 N O U) � C� -coa <0_jI'. T7 Q Qm IN Z N Z�U W wLO J to J r Q) 0 0 0 •'- 4 r 0 N T 0 CV r 0 CV r 0 N ON O �► O d' � h• M �r- � r- r - O c 0 0 0 0 0 0 0 0 > r 4 Z z ^ V-ILu W -pia zWW2 IL a: Q- Q�1-w .� ~moo =1-=Z z �Z� z Z LL V/ �zzw ULZU) h� a z ¢0 OQ Z U � a 0. A4 0 O U w W N O 3: 1 LAST PLOT DATE o p 4/18/2011 4-1 0 6 PLEX - 2ND �.� FLOOR PLAN 25 SH HD AT 8' O ARCH ABV - 7' -8" TO 8'-4" CMU COL. W/ (3) - NO. 5'S VERT. TOP AT 9'-4" A.F.F. HEADROOM IN STAIRWAY TO BE U-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS 1 /2" ill SING N ti � e (3) PT 2X12 STRINGERS c M 2X4 PT BTM PLATE - c UNIT '1415' - 1ST FLOOR PLAN v p' ° ° .y PT 2X4 TOE KICK STAIR SECTION 1/211 /2" = 1'-0" OF WALL SLOPE CLG q OF WALL Ix Lu 3050 SH w HD AT 7'-1" _ STAIR SECTION 1/211 /2" = 1'-0" 7 LINE OF ROOF 16 BELOW I I II I 1 3050 SH UNIT'1415' DESIGN PRESSURES (PSF) - 120 mph POSITIVE EGRESS A 33.51 HD AT T-1" B 33.99 0 1 I 31.16 (2) 2x8 HEADER D 33.35 -43.74 GLASS SHWR = 271 ENCLOSURE I 'TOTAL SQ FT = 1823 1 24"" � 1 GLS DR 11'-10" T 1 TB w MASTER I BATH za MASTER SUITE $'-0" CLG Y �� 11'-6" X 17'-10" 8'-0" CLG FLR FIN 1 LINE A 616 rno� 6" WALL -4 DRYER VENT - w N HANSEN BOX W/S ABV w AT 5'-8" 3050 SH 00 HD AT 7'-1" N Zh FLR FIN B v 4'-5" 4'-11" LINE 3"-4"" 3068 BF 6�*2,668 � R&S I 266 R&S `t \ 3068 BF c FLR FIN - LINE 26 FLR FI I LINE L��I�© Milo 3'-7 1/2" TTIC X 36' ,CCESS J BED #3 12'-4" X 10'-2" o 8'-0" CLG 12'-8" (2) 2x8 HEADER 3050 SH EGRESS HD AT 7'-1" O LINE OF ROOF BELOW 1 1 I 1 — — — — — T LL M co to --60X42 PREFAB. 4 SHWR PAN A5 --SHWR HD & VALVE 3050 SH TEMP HD AT 7'-1" ABV 2ND FIN FLR B (2) 2x8 HEADER CONT. RAILING rr 3'-7" 4'-111 LL Wt I H. RAKE - 9'-01 2" A 42" HIGH WALL N W/ WD. CAP 10" X 10" VENTING GRILL 4 1 s BATH #2 ' � OF I WALL S) 13to LJ 4" 6'-8 1/2" 80 BED #2- 11'-10" X 10'-0" 8'-0" CLG 8'-0" CLG .8 TB TP � R&S N (2) 2668 BF 3'-7 1/2" L 2'- UNIT'1415' - 2ND FLOOR PLAN 1/411 /4" = 1'-0" 2x8 HEADER 3050 SH EGRESS HD ®'-1" q OF WALL GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME.CL VERIFY ALL WINDOW AND DOOR ROUGH OPENINGzd SIZES WITH THE MANUFACTURER'S SPECIFICATIONS.ILL INSTALL RND DRYWALL BEADS AT HORIZ &VERT CORNERS, EXCEPT AT EXT WALL OPENINGS ORAS 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 45° 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" T'HK. 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.10 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 13 131 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'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 OPENING MARK STAIR DATA MARK RISERS TREADS LANDINGS RISEL A 17 AT 7 1/2" 15 AT 9 1/2" 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 = 271 SO. FT. 'TOTAL SQ FT = 1823 . OPENING MARK STAIR DATA MARK RISERS TREADS LANDINGS RISEL A 17 AT 7 1/2" 15 AT 9 1/2" 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 -44.67STAIR =w c W ~O U N r � Q o �vgv �w a oWZWz 048� >w�� �m � pZ � OOW °d q�. H O � w � 0) V) _ �Ow� �LL � z—Q U�gVW ~ ()-' Lu w W���W QQ W 9a � wa (Wig uj _o3mcn I-F- t� 0 v, rn u cir)OOO �• ��n 3lA1\r^^:moo U�cnUGr3•� 3w ow uS wpF- W W W ¢gaYZ0�0 W �0��¢�¢ (D; Q pt��o'OZpw00mZ=SU � cn�ajinww�u�LLx¢pa;., � � � Z O ¢Owp�I—�Z�Y6¢¢�¢ 0 o � o¢Za 0 Z C:) N O a) o cn :!:-J (fl ) � UL. M O z > z < .0) Z -J a) Z�U WLO W J to r W C) 0 0 0 0 0 0 0 N N N N ON 1- •� 0) CO O M M., O T- M O Cr 't1` Imo- � •� � O O O O O Q c r •L � o 0 0 0 O � r N M d' d' r � z KO r� V WWc� u W�� o O U )a Lam• Vuj � ow�Q Za'I-w F-mOp L1 z z u- �"� W � O � � Z a w � Q �Z) Z �¢O O n O Uc'() U w O A5 7: N U) W r__q LO LAST PLOT DATE o 4/1$/2011 p 0 1 UNIT'1415' - 1ST & �.� � 2ND FLOOR PLAN IHEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE WI FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS 1" NOSING 1/2 N crr_ 11wPT 2X12 STRINGERS( M --2X4 PT BTM PLATE' I ih �..-.--7 _ e--�-7�—_ _.—•T— --. --- PT 2X4 TOE KICK da. STAIR SECTION 1 /2" = 1'-0" 1 '� of WALL 8 NOTE: OF SEE SHEET S-1 1 C FOR 17 LINTEL CAL GU S & DETAILS I WALL 42" X 42" OPEN SLAB rA/C PAD 9 -8 X 2 -0 o-+------- JH — — COV. POR9'-4" X 3'-4 1 4'-I 6068 SGD ID O 1 O O O I I1 DINING II 1 99' 4"' CLG80 11 O 134 1/2" HIGH KNEE 1 1 _ 1 WALL W/ EXTENDED 1 COUNTERTOP I i - DW I (3) 2X4 P.T. BUC W/ USP 'T LTW12 AT TOP AND USP I LTS19 AT BOTT bo 13 1 iV 1 1. 13'-4 3/4".1. 3'-9 14' 6 3'-5 1/2" 10" UP I M El ci I I HB RANGE W/ HOOD Q A17 3 A17 A17 2 REF KITCHEN 9'-4" CLG 1 FLR FIN ��F LINE �p� /-BRG WALL 113 GREAT ROOM F'LR FIN LINE ARCH ABV 7'-4" TO 8'-0" �47' PED SINK _ — I 1 PW TI 1TH �! 9'B4" C G rn I TP 286E FOYER OYCLG n M ob co 1 4'� ENTRY 4'-8" X 7'-0" 1 — 1 ----- ARCH ABV 7'-8" TO 8'-4" 13'-2" X 13'-6" 9'-4" CLG '~ 6" BRG WALL 20 MIN FIRE RATED DR--, 1" NOSING 1/2" 1HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE - W/ FBCR R311.5.2 C'4 NOTE: SEE SHEET ST FOR MORE DETAILS ~ co r- rn 00 cm rn M e e dd STAIR SECTION 1 /2" = 1'-0" S3 4'-3" UNIT'1209' —10" X 10" VENTING GRILL 552 SQ. FT. 8 738 CONT. RAILING (2) 2X4 P.T. BUC W/ LTW12 AT TOP AND USP LTS19 AT BOTT 9 10 N WH 4.. 1 4„ WALL INSULATED (2) 2X4 P.T. BUC L_ — — — W/ LTW12 AT TOP AND USP LTS19 SLOPE CLG d AT BOTT 6w INSULATED / GARAGE BRG WALL, ALIGN STUDS 13'-0" X 20'-0" Ar BELOW EACH TRUSS ABV. LINE OF GARAGE IN_ -- I OPEN POSTION —1 ____ LINE OF — 1 FLOOR ABV I I I I OC HB OF WALL 'A' UNIT 11209'- 1ST FLOOR PLAN 1/411 1'_01111 CK OF WALL OF WALL r c c HEADROOM IN STAIRWAY ITO BE 6'-8" IN ACCORDANCE I W/ FBCR R311.5.2 1'1/2 NOTE: SEE SHEET ST FOR MORE DETAILS „ nincinir 1 STAIR SECTION " = 1'-0" 1/2 OF WALL 1 ° 2040 SH A17 TEMP HD AT 7'-1" (2) 2x8 SHOWER HEAD <& ,/-HEADER & VALVE 13 TP (2) 3050 SH 24" (3) 2X4 W/ (2) EGRESS GLS USP HTW20 AT TOP AND USP „ OPT DBL. DR �! HD AT 7-1 MSAM36 AT O BOWL AT SINK 5 A17117AnTT 11111111111110 __ I (2) 2x10 HEADER W 0 MASTER TB 60X42 PREFAB. SINGLE TOP PLATE BATH SHWR PAN 1 8'-0" CLG N. GLASS SHWR /74 2 ENCLOSURE ° 76'_ in 2668 BF 5'-6" I�0� X�wl �¢q1 1 Io 0 Ni¢� R&S 15'-10" MASTER SUITE 15'-0" X 12'-0" 8'-0" CLG U 3'-3" T BED #3 10'-4" X 10'-5" 8'-0" CLG 2x8 HEADER 3050 SH EGRESS HD AT T-1" O LINE OF ROOF I BELOW I OF WALL UNIT '1209' - 2ND FLOOR PLAN 1 /4" = 1'-0" OF WALL 5 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, 10 3/4" INSUL BOARD AND 1/2" GYP 8" CMU W/ (2) 1X PT FURRING STRIPS 0 AND 1/2" GYP, BOTH SIDES 1_ 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 p = 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 - 1 SQ. FT. #2 ti 6 FLR FIN 288 SQ. FT. TOTAL SQ FT = IBATH SQ. FT. 8'-0" CLG c7 A17 LINE-, 13 Lu= w~ ) __ cl TP F -F- 2668 RETURP T AIR 0 64 BELO u R&S cn� 1.-1 -- U) t" A17 7 UcvJ)uP r3. U dui W W c w jW2p�O W.¢ w_j w zh w �wM<�Y O'�u. U�OJQ 00 Q�wW�o QU cz �i n>wzomz oolaoWn 0 ui wW_ OU)pZOZ Q QOww oa uj ozQ¢ <<W U- O U- I ih AHU 0 O c' Occ Z O ON 14 (2) 2668 BF `01 0 Ch O �L_�LJ~ r W/S ABV - N N 2668 AT 5'-8" z -J N DRYER VENT--- W WL J LO r HANSEN BOX - ( 6' 3'-4" 3'-8" I BED #2 � N / 1 9'-8" X 10'-8" CCS \ 1 8'-0" CLG C) 0 � I e-- C) T 0 CV r o N r 0 N (3) 2X4 W/ (2) USP O(V O O. HTW20 AT TOP AND - :Xl USP MSTCM40 AT o 0 0 0 0 BOTT (2) 2x8 HEADER 3050 SH o O O r- 1 EGRESS 1 m N M 'q HD AT 7'-1" U)1 m 13 o 0, N U W��> ©wU) p U cn ()0�< CL L� oa�Q v I j .� (2) �m00 =�_�x I I I 11 8 �z;� I I -j I A17 I H I }w2 U 3'-3" T BED #3 10'-4" X 10'-5" 8'-0" CLG 2x8 HEADER 3050 SH EGRESS HD AT T-1" O LINE OF ROOF I BELOW I OF WALL UNIT '1209' - 2ND FLOOR PLAN 1 /4" = 1'-0" OF WALL 5 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, 10 3/4" INSUL BOARD AND 1/2" GYP 8" CMU W/ (2) 1X PT FURRING STRIPS 0 AND 1/2" GYP, BOTH SIDES 1_ 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 p = 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 <9> 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 STAIR 0z aaZ -a a CO) TOTAL MARK RISERSTREADS d LANDINGS RISE A �(A OZ 17 AT 7 1/2" 14 AT 9 1/2' 2 10'-8" La M =w o I- 0 N W r 0z aaZ -a a CO) T_ o 0_j0 1w d OCUwZ_ 28 N ;zz �mW �(A OZ H�ow U-< ~Dy SOH a�z z fi=W� .0 �L~°I z� wa800 F- o a Lu= w~ ) __ cl _O�tmco F -F- 0 u .5 "0 cn� 1.-1 U) t" UcvJ)uP r3. U dui W W c w jW2p�O W.¢ w_j w zh w �wM<�Y O'�u. U�OJQ 00 Q�wW�o QU cz �i n>wzomz oolaoWn 0 ui wW_ OU)pZOZ Q QOww oa uj ozQ¢ <<W U- O U- 0 O Z O ON 14 a0 O �5 � > (1) co C:) 0 Ch O �L_�LJ~ r N N Q 2) `u ~ z -J N Z 0 U W WL J LO r CCS C) 0 0r- e-- C) T 0 CV r o N r 0 N r 0 N O(V O O. - o 0 0 0 0 o O O r- > N M 'q z O '^ U W��> ©wU) p U cn ()0�< CL L� oa�Q z13ff--w .� �m00 =�_�x z �z;� -j H 0-ZZu- }w2 ^; 'i 2 Lu �°->_z w LO z 0 Z Z �d0 O Q QZ LL A6 O 0 w O XN LO LO LAST PLOT DATE o p 4/18/2011 O 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" CV ti (3) PT 2X12 STRINGERS (-2X4 PT BTM PLATE 7-7 e e' < PT 2X4 TOE KICK a STAIR SECTION 1/211 /2" = 1'-0" M rn M NOTE: SEE SHEET ST FOR MORE DETAILS STAIR SECTION 1/211 /2" = 1'-0" 11 q OF WALL qOF �qOF WALL WALL 13 UNIT '1210' - 1 ST FLOOR PLAN 114 = 1'-0" OPT DBL BOWL AT SINK HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS STAIR SECTION 1/211 /2" = 1'-0" qOF I gOF WALL WALL 2040 SH TEMP D AT T-1" - (2) 2x8 cunlnico UCAM LINE OF ROOF BELOW q OF WALL n UNIT'1210' - 2ND FLOORPLAN 1/411 = 1 F -OFF CONT. RAILING W/S ABV AT 5'-8"' —SHOWER HEAD —ROYAL TRAVIS 59 1/2" X 42" X WITH SKIRT q 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. 113 8" CMU W/ (2) 1X PT FURRING STRIPS, 3/4" INSUL BOARD AND 1/2" GYP a 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES 10 [318" CMU NON-BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. 1p = FILLED CELL W/(1) #5 VERTICAL �® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB p = 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 8Q. FT. OPENING MARK UNIT'l210' DESIGN PRESSURES (PSF) - 120 mph POSITIVE NEGATIVE <&> 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 0 � u�uu z TOTAL (MARK RISERS TREADS LANDINGS RISE oW A Zw` 17 AT 7 1/2" 14 AT 9 1/2" 2 10'-81" U 0 � u�uu z wao ca � a3 IYVOV oW Zw` N 'n a � :rim —0oW 0 LL � F- Z � a " L]Lu }�0� �z W iL Zm W f/1 � XLLu o� z0 -N u,ipgOZ F- o UzNC�W > <Lu(92 wZFZW woo IL o Lu(aP-0- will -0 mco Ll o �000' m jo o w a a t- Wit" UUP.,w W W LI vi w 0 F- wV�-Q Q J w zcY ' Z Q°�_�0�wrnLLo8LOL Q Q U ~ =�o�o�`��oom�ZU (3 (1)Z) w-w�wwin0 U) 0 � Q�Qp21) wQujZwzM00_. LL Ow gF-� �Yz<< 4 0� o oQZIr LLa o �aLL O Z N 9 N O zT7 C� 'cho CL � i Q Z J Z�U Lu L0 J L0 T E..� o 0 0�- /.•. rr 0 CV o N r Ca CV r 0 N r 0 N v O . �•••I � CA O CO � o M A I�- m 0 0 0 0 �-- >1 r CNI I Ch Nt d I VVO r� Z Z ' n V w owo U FF-- `/ "'.."' V 0C a 0CLx ZWF-w .� 2F-�z moo �?Z;�n i'zzLL -a W F-- 0- O Z z LL M Z [L w N Q Z U) Z Cn H -¢O Z U Zm A7 0 0 U W W N U) > 1 N LAST PLOT DATE o p 4/18/2011 .}r► 0 UNIT '1210' - 1ST & 2ND FLOOR PLAN TIE BEAM MII�T 9'-411 L 7t M w 2X4 LEDGER W/ -- 16d NAILS AT 8" O.C. (BOTT AT 914") 0 264" UNIT'1415' 7 ,. co m - A16 t"e - i dill 5�@tan�r piJ({;+ • , �h y qq 1 3' t� s � t 00W o0 _� ) F d 1 f e I n 9 H O z Q i E z Q TIE BM TIE BM TIE BM AT 9'-411 lk TIE BM AT 9'-4"1 , d �+�bt•i,;,,. i xlrt�a4 �;. N a} AT 9'-4" 00 80 m; M = 00 co po H o ?o Fw—o z ¢ zQ z Q 21'-4" UNIT'1210' I J03E JOIE "o? I- mr W Q H IE BEAM AT 91-4'1 OP OF F 6T 101-81, k d �'g��Ra. � ' �' � 3 { t,�r'` 41 �k w , , i A18 t"e - i dill 5�@tan�r piJ({;+ • , �h y qq 1 3' t� s � t 00W o0 _� ) F d 1 f e I n 9 H O OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. i E r� Z Q a YEe I?: t TIE BM s' 8: y' lk TIE BM , d �+�bt•i,;,,. i xlrt�a4 �;. N a} AT 9'-4" 00 80 I +' ik M = 00 w _� rb STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. H o z Q zQ rry°dd tf vy't' TYPICAL TRUSS CONNECTORS I J03E JOIE "o? I- mr W Q H IE BEAM AT 91-4'1 OP OF F 6T 101-81, k d �'g��Ra. � ' �' � 3 { t,�r'` 41 �k w , , i +� @i4. r ( II t"e - i dill 5�@tan�r piJ({;+ • , �h y qq 1 3' t� s � t f s b i x 1 l t! 1 k h C � i• ) F d 1 f e I n 9 `8! 7.. fi. �l OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. i E a YEe I?: t s' 8: y' •"* 'ab:Y "°.^. G,. f , d �+�bt•i,;,,. i xlrt�a4 �;. N a} . • �Nt 1 rgri t a„Y di }l,v,r�{m t k N+':�'+i g, k{4,iP §r£+. ",�•� ,rt Q + c,R I +' ik CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. r ".At ,l4B i' ..ry y ,hP r,ls` i • 4 &i itb.+” rry°dd tf vy't' TYPICAL TRUSS CONNECTORS 1b I, 7 U U Ij ,U 13 Ij 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. irV 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. O ,t z O N O � C00 • D L M O L .• .. F¢- N � c N - ti -.. zO J N z0U W BM 4TIE Y I , Q) I• 264" UNIT'1415' 1ST FLOOR - ROOF FRAMING PLAN 1/811 = 1 1_011 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". uj L1J W 2. USE RT16'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16'S. �0 o ��Z 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. irV 7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. 8. USE (2)HTW20 FOR GIRDER TO FRAME CONNECTIONS. DESIGN STYLES, INC. 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AND THE ENGINEER OF RECORD PRIOR TO 28 CONSTRUCTION. -¢ TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS H o AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR rliIik wm� _� 1- m - w� ip �-' z ¢ F o co AT 9'-4" TIE BM z ¢ W W AT 9'-4" m 0o ?¢ TIE BM m _m TIE BM z¢ w� 8 o 60 1 2- 8 z wQ w � -¢ HQ 1=¢ o 21'-4" UNIT'1210' mon 2ND FLOOR — FLOOR FRAMING PLAN 1/811 = 1'-011 81 FLOOR — TRUSSES, TYP. 0 i I I I -J I , I I ' 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/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT LAYOUT DRAWINGS DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TIE BM TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED FOB2 2X4 P.T. AT 9'-4"/M BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO 28 CONSTRUCTION. -¢ TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS H o AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR rliIik CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN o STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. GIRDER F15G BLOCKING, ASELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. NEEDED ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. 2x4's LAID FLAT TO BE 7 USED AS FILLER TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". (2) 2x8's WITH 1/2" 2. USE RT16'S FOR ROOF TRUSS TO FRAME CONNECTIONS. PLYWOOD BETWEEN 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16'S. 4. USE HTA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. (2) 2x's WITH 1/2" 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. PLYWOOD BETWEEN 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. 911 (2) USP RS150 STRAPS, (1) PER 2x8 DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY 3-6 1/2" CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. USPLSTA24 FRAMING DETAIL — 1209 1'-011 BEARING WALL BELOW (2) 2x8's, SEE DETAIL GIRDER—/B � F15G A9 71 1 3 LANDING�� 1209 1/4 —1-0 136'-0" 21'-4" UNIT'1209' 2x8 FRAMING FOR LANDING, PER STANDARD DETAILS 21'-4" UNIT '1209' MIRROR 136-0" 21'-4" UNIT'1209' MIRROR m� 00 m;o m� o m� z0 ® (2 2X4 P.T. BUC W/FOB TIE BM H o FOB2 2X4 P.T. AT 9'-4"/M 7 W/ 1/2" X 8" TITEN HD 28 mLu � -¢ TIE BM H o TIE BM rliIik TIE BM o TIE BM SCREWS TO2) AT 9'-4" I- AT 9'-4" EACH TRUSS AT 9'4" (2) 2X8 P.T. 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TRUSS LAYOUT AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION, TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT LAYOUT DRAWINGS 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. 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AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. 2ND FLOOR -ROOF FRAMING PLAIN 1/811 /8„ = 11-011 �U z ❑ZdQZ W � o st UOU 0w >w~4 N� LL ~OOw 0 as Q-� �z > p0Wul �� Ww ❑� C9t� o Z F - _ O Lui w a mw�w W ;�-Z� �� w w w_=❑n. wcni-='a Nw ❑ _wn�mai ai E o 2 ONv Lf) m t �occ O W NQ 0 � Wnn amio U&U)UPL,�� W W W Q ow vi woF- a � ���z wWa z ¢ �o�Ja ¢ < opo JZW�Oz�O U Q HCl F-QQ o�nogz-Hoom-2M cnwaj 25'-4" UNIT'1415' 21'-4" UNIT'1210' 7 8 A16 A18 , HATCHING INDICATES OF WALL 15/32" FIRE RETARDENT TREATED PLYWOOD r— — — — — — — N i I —I w J I L_ — 0- 0 S6 -i a cn(o N o I J 4'-0" RIDGE VENT I � I � I T-0" RIDG� N VENT 12'-0" aw cn 6 RIDGE 0 r I VENT cn co SLP g I 6:12 S6 I RIDGE VENT I SLP ON I — 61 aN O SLP — — — — — �1 a — — — — — N_ ON ----- — -- I ii» O O.H. 7 8 A16 A18 25'-4" UNIT'1415' 21'-4" UNIT'1210' 6 PLEX - ROOF PLAN 1/811 = 11-011 136'-0" 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRRO 8 A17 OF ALL OF WALL J — S6 --. N I I I [ !1 a Ui a N N inw cJnco B S6 -T--Ml 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 136'-0" 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: VERI FY 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: VERI FY 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 21'-4" UNIT'1209' MIRROR 25'-4" UNIT'1415' MIRROR OF WALL OF WALL uj ► ► 011MINiUli ., RIDGE pO.0 VENT U) CD �s'OOO:Owdim :Q�•O.pp� ---- 0 -w -4-w-04 ��.... -104 a3 VOViw wZwz N °�; �- O.H. ��i�i�i�i�i�►�i�i�i�i�i�i Vim~- wo I -OOW Oz �i000�0.•00000.� Z p �i2il�!i!i! �OliA!i!i! CIO ►..�v. •...... �ii�i�i�i�i�i�i�i�i�i o I Wog8z N ON=100►������������ o }'ZxZL J IM Z �r m —� way~_9a =LLJ�mN S6 O�.�pOp�n0000.p� °N 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 136'-0" 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: VERI FY 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: VERI FY 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 21'-4" UNIT'1209' MIRROR 25'-4" UNIT'1415' MIRROR OF WALL OF WALL 21'-4" UNIT'1209' MIRROR I. 25'-4" UNIT'1415' MIRROR Lo 0) g W a �- �=.p0 ---- a3 VOViw wZwz N °�; �- O.H. W) Vim~- wo I -OOW Oz Z p Lu uj CIO bo o I Wog8z N I r- AS o }'ZxZL J IM Z �r m —� way~_9a =LLJ�mN S6 I °N 0 � IJ u N cn (6 OC� '� cn . p; 4'-0" RIDGE bA� VENT a N T-0" RIDGE I 12'-0" a Lu W U' SIJ aw ui w0l w~¢ ��� ���zW Z M r� 0 �7 w� u- U 0' � 0 VENT Q� =�O�OL`'LO000Oo'pnz U)WajFDWWF-nLLXQ0�� RIDGE N IL <9 w° w< g w 6 U Q 4 O W 0 a 3- D 0 z O LL VENT O 77 cn co SLOPE 0 Z� ON 6:12 B SLP =3� S6 6-12 a Q u- 7'-0" RIDGE C > L z2) P cu d' VENT SLP a I 6:12 Z 0 U 0( oN — i SLP ------ Lu 0. 0N U) co 5:12 ---- -- a I cnv ° N o 0 0 �- 0 N In 0 N 0 N 0 N O • 1--� � O CO O M M �- f� 21'-4" UNIT'1209' MIRROR I. 25'-4" UNIT'1415' MIRROR Lo 0) g W a �- �=.p0 = a3 VOViw wZwz N W) Vim~- wo I -OOW Oz Z p CIO }w lL z W �Z a Z � Wog8z N zr o }'ZxZL IM Z way~_9a =LLJ�mN Nw HH al% 0 u N OC� '� cn . p; = cn 0 k" v �- O bA� u')� �� � CD U cv rn U P; Lu W U' SIJ aw ui w0l w~¢ ��� ���zW Z M r� 0 �7 w� u- U 0' � 0 Q Q U 00 Q� =�O�OL`'LO000Oo'pnz U)WajFDWWF-nLLXQ0�� U) 0 Z IL <9 w° w< g w 6 U Q 4 O W 0 a 3- D 0 z O LL Ll- 0 Z� ON cu o tg =3� ch C) ti a Q u- C > L z2) P cu d' ~ Q Z —I (U Z 0 U W WLo J Lo T- o 0 0 �- 0 N 0 N 0 N 0 N 0 N O • 1--� � O CO O M M �- f� O� 0 0 0 0 0 0 r O L o a o o .- ` N M 'q d' r X1'1 1■�i V z Z V W w WUI=o .� 0 `./ W U0ia l� � oa=Q W F- .� F -m00 =H3= z c�z�� i'2zw Q� W aZLL z 0 -�-� 2 Z U�z� N Q Z F 4 Q OCL CL 0 U w 1 1 0 n W NU) 0 Lo LAST PLOT DATE a p 4/18/2011 6 PLEX - ROOF PLAN 5 1/8" L ih 0) 2'1 �,/C22 AM BAND 6 FOAM WINDOW SILL 5" = 1'_011 1 /2" 1'-0" HATCHING INDICATES 1 1/2" RAISED KEYSTONE 15/32" FIRE RETARDENT SEE DTL. (7/Al2) (TYP.) TREATED PLYWOOD (TYP) 8" 5". 7 KEYSTONE DTL. 1 /2" = 1'-0" 12" X 36" APPLIED POLYPROPOLENE 1" THK X 6" RAISED STUCCO HEADER (TYP.) SHUTTER (TYP.) 1 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" TI]4'-0" 12" X 61" APPLIED 1°-p„ 1 _p� RIDGE VENT 1'-0' POLYPROPOLENE (TYP) CHI ITTFR ITVP 1 I • . � . � � I ��t�r r�rrl�lt�� rrir�t� N I Il►�� ■ ■ ►�• �I I►�111- 111001112411ll,►►►�I� �o. i,ll,•Ip� - - •- '!' 11 �!II iII�II■II ■ ■ — � �III�I� �1 �I 11 — w[alIIn l�ill�l w w �. 8 KEYSTONE DTL. 1/211 = 1'-011 4'-0" 1'-0' i 4 4'-0" L, 6 4'-0" 7-111111 �lrWIN .,11■���■III-1�i Iil=�ll�� 11 I�III_l���i 11 ■I' III -I I�III - III�ILi I� �'��, �L 1 � �—'i'e1�i RAISED KEYSTONE• SEE DTL. O BAND 09 ••• 1• •••• 4" x 3/4" RAISED TUCCO BAND RACKET CV 12 �_ 16 V IN V VVW. -V V. VVVV 9 DECORATIVE WINDOW 1 — 1 —0 11 —HATCHING INDICATES 15/32" FIRE RETARDENT TREATED PLYWOOD (TYP) BRACKET & BAND SEE DTL. (8/Al2) (TYP.) 10 ,. X12 ; ELEV AT 20'-8" HEEL HGT. ELEV AT 18'-8" T.O.M. 11 11 k12 ELEV AT 10'-8" 2ND FLOOR FF ELEV AT 9'-4" T.O.M. DOI 111 _ ELEV AT U-0" 1 ST FLOOR FF GRADE LINE (ASSUMED) 25'-4" UNIT'1415' MIRROR HATCHING INDICATES 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" ___- --HATCHING INDICATES 15/32" FIRE RETARDENT ._p.. _p RIDGE VENT _p '_0" 1'-0" 15/32" FIRE RETARDENT TREATED PLYWOOD (TYP) (TYP) TREATED PLYWOOD (TYP) ELEV AT 20'-8" HEEL HGT. ELEV AT 18'-8" T.O.M. ELEV AT 10'-8" 2ND FLOOR FI ELEV AT 9'-4" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF I . r u n nrn■Incl Iliel drr11�%%11 1111 nn r n nm I �/� .11n. 1411■1_1■1,rn111r1.1■°1.nnmn1•��11 a1■.■i11nIr IIrIIf1I■■1I■n� �rn11 11�1rlt ■/■■I■�11 I�r1eI_r1lI11 ��11� m■_In__I1I1e1_rx_l111■�_ I1 _1ir1iI 1-rr1. 11I1 11■..11 iI...I_1i�Ir11I1_ir.I1_��� ,,.;<,,,, :r �€€,1fi;,�. _iirr_111e11111. 11 In_r.. _i11r1111_�11I--1r .■■....1 ■r�N..I. 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" It r1 r ItIr1. rrr t I -I - .1 111%ir�t :�ntrin .Ir11111111p 1 r r l %3lpt n l_ Ir1rn■I-irlf/Ir rlrrl �llnlnmrl�il __ a1 IM11 „ I 1� �11nnn■!Ilri n111■111x1 ni r �,!g11111 11rI1�nir1■i11111.1..��1y1_._. _ ..._■I_I�1 _I 11 -_ I1 ■ NO" goal III■11111■11r11�1�I1■n111■111111 11/1■11������1II�III11■IIr11■��� � : ; a FE] �I1 - 1 11 e — — !�li _� _� La mI ;JIELEV ..ao q - r— - -Tp GRADE LINE (ASSUMED)---/ 25'-4" U_NIT'1415' MIRROR DECORATIVE CEMENTITIOUS FINISH 21'-4" UNIT'1209' MIRROR 6 PLEX — REAR ELEVATION 1/811 = 11-011 12 61 -.e '-4" UNIT '1209' MI RIDGE VENT (TYP)---,, ELEV AT 18'-8" T.O.M. 10 Al2 ELEV AT 10'-8" 4� ti 2ND FLOOR FF12 ELEV AT 9'-4" _ _ _ - - - _ - _ - — T.O.M. 00 od 00 00 F_ ELEV AT 0'-0" _ _ _ _17, 1ST FLOOR FF 77- GRADE LINE (ASSUMED) DECORATIVE CEMENTITIOUS FINISH ■;,■ LEFT ELEVATION 1/811 = 11-011 12 `—A/C UNIT AND PAD (TYP) ELEV AT 20'-8" —I6 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" 1 ST FLOOR FF — 1ST FLOOR FF DECORATIVE CEMENTITIOUS FINISH 21'-4" UNIT'1210' 25'-4" UNIT'1415' RIDGE VENT ELEV AT 20'-8" 12 7-11 HEEL HGT. 61 Ah ELEV AT 18'-8" 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,1 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. *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 MANUFACTURED ROOF TRUSS 12 ROOF FINISH PER 6 ELEVATION ROOF SHEATHING METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP 1'-0" ALUMINUM SOFFIT SOFFIT DETAIL 10 3/4" = 1'-0" 11 SOFFIT DETAIL 3/4 — 1 —0 12 SFFIT DETAIL 3/411= 1 —0 13 SFFIT DETAIL 3/411= 1 —0 ELEV AT 18'-8" T.O.M. T.O.M. 10 = ELEV AT 10'-8" Al2 ti ELEV AT 10'-8" 2ND FLOOR FF4 ■ 2 2ND FLOOR FF ELEV AT 9'-4" - ELEV AT 9'-4" T.O.M. - - - _ - - - - - - T.O.M. 00 00 Q 60 00 ELEV AT 0'-0"ELEV AT 0'-0" IST FLOOR FF - 1ST FLOOR FF DECORATIVE GRADE LINE (ASSUMED) CEMENTITIOUS FINISH 4 RIGHT ELEVATION 1/811 = 11-011 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 co 0) w w wzg'QZ 2W_ = ��r1 �8 -01 OV Lu - zf—� oW N� >LU �_ 00 r' m p u. I- zm wa ~0zw Z p O� °d Q�m �DW �Z > cn� Z w ~ UIn8VW 1 �WV w �Q WZZJLLJ as =w~CL = _o3mv� Ohn �� zd E o v CD X000 tzm ,'o ON W LI1 LLI vi W O I- W F W J W O W I- a Q' J Z 0; Z o� � O ?� � � LL U 00 � � O Q V Q J n 6,LL Z2 F-QI- aW°��ozoWo0mZ:)0 (� � O (A Z J0a- Zz e0zZLL�wO«a ¢�W�g► F/)`6620�I- LL o� o ? o¢ew LLQ O I-QLL 0 z0 ON U) � (0 ❑ M 0 Q <C)r CL U- 2>Lr� Q N Z z0 U W WLO J ■ r ■ ca o o r- �- 0 N 0 N 0 N 0 N 0 N O O • rl h� a) O (U O CO M I` 0 0 0 0 0 r '0 O O O O r- `„�r/ �- N M 4 4 r z O ,^ V W� aL > U cn U cl Lam. oCL1a a zXI- W .� 'mop ■ �z�� 4-j F—I 1..220 >_ a 2 Lu F-- ELzzu- O 2 z Vcnzc IL Wi� NQ� 1�1 Q Z O zz U ■ O � CL c") Al 2 U W 2 o O ■ N r__4 LO N N LAST PLOT DATE 4/18/2011 o O 4-, 6 PLEX - EXTERIOR h.r.� ELEVATIONS I RECESS CAN, LAYOUT PER SPECS --- 50 _I FOR --- - �` HOOD/ _ MICRO a? M ELEC ----- __ METER ELEC------�_ METER ELEC --- -�� METER PT 9 FOLOURESCENT " LIGHTING, LAYOUT PER SPECS ----r""' COVERED N PORCH A 5o WP N GFI qp GREAT ROOM "' 8'-2" ay V-8" DINING 5'-6" A \ III I GFI I A/C DISCONNECT TO 2ND FLR ELE 11—�- 0 mZ PWDR• BATH 1 j o � , e o � GFI ` GFI . KITCHEN O � 48' GFI \ GARAGE FOYER 48 1 110V CLG GFI', 2t. 011 L 2'- 10" 1 -6 2'-01' 21-0" MNT. OUTLET� -2" 0� 1 REF 48 � II 1 15a \ — — — — —� vw M \ w ate. I i o ! o o GFI ENTRY N A �- I ❑ J. 5'-10" 0' 5'-10" t3•' PRE WIRE i i i i GFI a I 1 II -V— 1w A w 0-1 A ^—r r1 nP1i1 r1 ii1TlbIi1 ^ 1 01 A KI 1/411 = 1'-011 FA PRE WIRE LINE OF ROOF BELOW BELOW "Yv UNIT '1415' - 2ND (FLOOR ELECTRICAL PLAN 1/411 1 1011 C CE 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 \. F NEMA 1 200 AMP LINE OF ROOF BELOW BELOW "Yv UNIT '1415' - 2ND (FLOOR ELECTRICAL PLAN 1/411 1 1011 C CE 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 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 0 SWITCH N DOOR JAMB 0 4 1/2" DUPLEX OUTLET TRIM M 0 BASE TRIM o NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 1� 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS I� 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 409— SWITCH AT 36" •� 3 WAY SWITCH AT 36" -4-1 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o 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 g� 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 Q COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR IQ SMOKE DETECTOR cU-18m UNDER CABINET 18" cS-18= 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"CLG MNT WRAPPED FLUOR LIGHT FF24:;g 24" VANITY LIGHTING 5FF36:FR 36" VANITY LIGHTING 9;--48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUSTFAN 45 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 ED VACUM OUTLET AT 12" EQ CEILING RETURN AIR ® A/C REGISTER © THERMOSTAT ® SECURITY PAD 200A INDOOR PANEL CENTER NEMA 1 200 AMP METER MAIN 150-200 AMP 0 SER AL CABLE NEMA 3R 0 POWER CO. FEED F5#4 Solid COPPER Ground U U 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 67 0 SWITCH N DOOR JAMB 0 4 1/2" DUPLEX OUTLET TRIM M 0 BASE TRIM o NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 1� 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS I� 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 409— SWITCH AT 36" •� 3 WAY SWITCH AT 36" -4-1 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o 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 g� 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 Q COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR IQ SMOKE DETECTOR cU-18m UNDER CABINET 18" cS-18= 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"CLG MNT WRAPPED FLUOR LIGHT FF24:;g 24" VANITY LIGHTING 5FF36:FR 36" VANITY LIGHTING 9;--48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUSTFAN 45 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 ED VACUM OUTLET AT 12" EQ CEILING RETURN AIR ® A/C REGISTER © THERMOSTAT ® SECURITY PAD qy 0 U U �� c rn C) a v t\ N t O �f W CD W dui uS w0~ w < 0�-' w Z z a0��uai0<�uai�000 Q U Q � Q =OX Z uU Z�� F--aQ cn0�0 OfOOMZ �Wa j GFI OUTLET & LIGH W/ OPT. DBL. BOWL 11Kt WIRE PRE WIRE RECESS CAN, LAYOUT PER SPECS OPT FLOURESCENT LIGHTING, LAYOUT PER SPECS UNIT '1209' - 1ST FLOOR ELECTRICAL PLAN 1/411 = 1'-0" BELOW __• UNIT '1209' - 2ND FLOOR ELECTRICAL PLAN 1/4119 = 1 1-0II 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 NEMA 1 200 AMP METER MAIN 150-200 AMP 0 SER 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 4 1/2" DUPLEX OUTLET o TRIM M BASE 0 TRIM o NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR I� 110V DUPLEX OUTLET AT 12" I� 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS I� 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 -0- SWITCH AT 36" -49-- 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" .0 PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -- CLG MNT PREWIRE - FIXTURE BY OWNER - SURFACE MNT FIXTURE -}- WALL MNT FIXTURE 0NOTE: TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 0 50W PAR20 NFL 4" MINI ROUND RECESS 70 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR Q SMOKE DETECTOR cu -183 UNDER CABINET 18" cS-18m 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" G S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP R—S-48 SINGLE 48" FLUOR STRIP ^—D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 11 48 -I 48"CLG MNT WRAPPED FLUOR LIGHT 6F 24 :FR 24" VANITY LIGHTING 9;;F, 36:69R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN �p DOUBLE FLOOD LIGHT W/ COVERS AND SCJ 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER CM CHIMES (DELETE W/ INTERCOM) ® MASTER STATION N&3 ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER o THERMOSTAT ® SECURITY PAD O c.i o Lir) •� 0 0000 ' cn � w�cv �cn bbb-\ °� cz � o ) L" 3 L� L� C «S L- .a i c" '! ? CD 4.1 Cly UcVUPL; 44 � Uj t1_I LLI au uS Lu WOE ff~ �g� ��YpZ� Z <057<-(1)W O Q U Q E- <z ou)OLij�OZOE00m2Z 0Z20f��-¢�= LU U (� 0 0 (A 0 Z -�Oa>zYOZ_ _3 w U _ 6U"a F_gwp�U�¢ w< 00Q Q o b<<Ix LL U_ i O Z o N O) � U) 0 M L 0 d 0 J r- LL la- > L N d' ~ Q Z -� N Z 0 U W WL0 J LID J r O O O r- r- ON e— o 0 N 0 N 0 N 0 CV • 1r-1 O O O O d) M ti O O O O O �° r OE2 C:) . . 0 ` n N M r Z ZO V W owl` U •� o13 U U0 _ a Oa7¢ Zfzl- w .� F-co00 =H.T_= z (DZ�� 41H �>-W_m >-nZO i w �ZLL 052k Z VIL>- wi Z F- 0 O �a Al 4't LO r LAST PLOT DATE 4/18/2011 o p UNIT'1209' - 1ST & -F-� M'�"� 2ND FLOOR ELECTRICAL PLAN GFI OUTLET & LIGHT W/ OPT, DBL. BOWL PRE WIRE PRE WIRE RECESS CAN, LAYOUT PER SPECS FOR HOOD / MICRO OPT FLOURESCENT LIGHTING, LAYOUT PER SPECS UNIT '1210' - 1ST FLOOR ELECTRICAL PLAN 1/411 /4" = 11-011 '-0" Al r" iii LINE OF ROOF BELOW UNIT '1210' - 2ND FLOOR ELECTRICAL PLAN 1/411 /4" ' � 1 1-011 -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 METER MAIN 150-200 AMP 200A INDOOR PANEL POWER CO. FEED Solid COPPER Ground 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 4 1/2" DUPLEX OUTLET o TRIM ih 0 BASE 0 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 4 STRUCTURED WIRE OUTLET -6co- SWITCH AT 36" -69 - 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" --D 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 N 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 8 50W PAR20 NFL 4" MINI ROUND RECESS 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" sS-183 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 333 UNDER CABINET 36" — S-36 o 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 1-48 —I 48"CLG MNT WRAPPED FLUOR LIGHT FF24:R 24" VANITY LIGHTING 9RFm- 36:;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN A_p DOUBLE FLOOD LIGHT W/ COVERS AND CJ 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 (D THERMOSTAT On SECURITY PAD 0 u u ON .9 In U.) 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HEEL HGT. � m C) 00 BATT AT ALL KNEEWALLS u u N M / \ O KNEE 11 1 SPACE \ / ELEV AT 18'-8" ELEV AT 18'-8" _ _ - Q 3'-2" " T-0" Z-0 1/2" 2'-6" 000 (n z _j0CL ozZwOwOUo- ¢�wO�l4N—�wo�VO¢ - - - - - 1 1/2" FILLER MASTER BATH 6 2"X4" FRAME P4 QW 0P U Lu Q O J❑Z Lu IL �00.� SHINGLES (TYP.) �0LL ui Z - 28 N = �m�p a❑ PRE-ENGINEERED WD. 12 F-FOW �F_00 12 TRUSSES AT 24" O.C. Z =~� w �6 ui —0) 0 1-M LL in __ C9 va W❑8QZ ZF_ ❑ ZZZWv aaw wZ=ZW 6 f QQ ❑a ❑ (SEE TRUSS DRAWINGS) = W � _❑�mcn Q �Ny �_ �_ +IM I ELEV AT 20'-8" ELEV AT 20'-8" _ _ —1 —]1_ R-30 BLOWN INSULATION R-19�--- _ _ _ _ _ _ _ HEEL HGT. HEEL HGT. � m C) 00 BATT AT ALL KNEEWALLS u u Co 11 1 ELEV AT 18'-8" ELEV AT 18'-8" _ _ - Q 3wR96Zowwcy oomZZ�� 000 (n z _j0CL ozZwOwOUo- ¢�wO�l4N—�wo�VO¢ - - - - - - T.O.M. T.O.M. 2"X4" FRAME 2"X4" FRAME O WALL Z O ON WALL TEXTURED CEMENT R-11 INSUL. f�U)M00 r L ~ L FINISH OVER MTL. R-11 INSUL. LATH (TYP.) 7TO 2T0 7TO Zca J N Z0U MASTER SUITE M. BATH AIHU HALL CLOSET HALL BEDROOM #3 16" DP. FLR. TRUSSES AT 24" O.C. 12 ELEV AT 10'-8" ELEV AT 10'-8" - _ _ - 2ND FLOOR FF 2ND FLOOR FF C) 0 0 ELEV AT ELEV AT 9'-4" T_ O r o N r o N T— 0 N T— 0 N _ _ _ _ .M .M. T. 0. T.O.M. (A CO IRDER M 1�- P.C. ONLY c 42" HIGH 0 0 0 RAKE WALL ARCH Oo COVERED 7TO 7TO 0 0 0 PORCH N M d 'I `^ GREAT ROOM PWDR GAR FOYER COV. Z Z O n V BATH 0W Ln ENTRY to U Q W°- 0Q_m ELEV AT U-0" ELEV AT 0'-0" _ ZW_I- w .� - - - - - - - 1ST FLOOR FF 1 ST FLOOR FF Z V Z �<z u- --SEE FOUNDATION PLAN FOR (LZZLL w F— FOOTING SIZES & LOCATIONS Z a w UNIT'1415' - BUILDING SECTION F a 0 7 O O J � a 1/411 /4" = 11-011 1_011 I'—�r /r'�/"I, mA16 0 0 U w O P4 QW 0P U Lu Q O J❑Z Lu IL �00.� = H Ow �0LL ui Z - 28 N = �m�p a❑ W� F-FOW �F_00 �Z Z =~� w .0 ui —0) 0 1-M LL in __ C9 va W❑8QZ ZF_ ❑ ZZZWv aaw wZ=ZW QQ ❑a ❑ �ZZ = W � _❑�mcn Q �Ny +IM I 0 u J L � � m C) 00 J-) 0 Co �U.)t\l\l\ Fl N, 4 a=\ � .� 5cNqcnUP_�r=; Q LU LU OLLI u w0h w a�� ��~Zw' Z wLLJ Q° ��O��NLL0gLL Q 3wR96Zowwcy oomZZ�� 000 (n z _j0CL ozZwOwOUo- ¢�wO�l4N—�wo�VO¢ 00 � ? 0 a Z W ILC 0 �QLL O Z O ON U �(D f�U)M00 r L ~ L Q 04 Zca J N Z0U W LO J LO ccs C) 0 0 OCV T_ O r o N r o N T— 0 N T— 0 N OCl • � (A CO O M 1�- c 0 0 0 0 Oo 0 0 0 N M d 'I `^ Z Z O n V 0W Ln (� U to U Q W°- 0Q_m Imo' ZW_I- w .� I"m00 Z V Z �<z u- (LZZLL w F— Z a w Z F a 0 O O J � a I'—�r /r'�/"I, mA16 0 0 U w O 1 LAST PLOT DATE 4/18/2011 o p UNIT'1415' - �""� INTERIOR ELEVATIONS 1'-0" L 2,4' 2'-9" k k V-0" 2" FILLER -11 \ \ 0 \ / HOODTL \ / 4" BACKSPLASH in e r / \ a 04 \ / / 4" 4" 2'-0" 1'-9" 21-6" V-9" 2'-0" 2" FILLER-5'RANGE 2" FILLER DL1/2;� HEN= 1 —0 O 9 ih --i 1) (:DARR CH AT FOYER 1 /2 — 1 —0 42" HIGH MIRROR 4" BACKSPLASH MC 2'-6" '002'-6" 1" FILLER MASTER BATH 1/211 /2" = 1'-0" 2"X4" FRAME WALL 12 61 COVERED PORCH I m OPT VANITY LIGHIT WITH OPT. BOWL OPT BOWL TP 3'-3" Z-0" V-6" 2'-0" 3--0-- FILLER '-0"FILLER 2" FILLE uuuuui�m�n�� 4" BACKSPLASH 2'-0" U, V-6" L Z-0" V FILLER 1KITCHEN 12 6 F-- 1/211 ___- 1/211 /2" = 1'-0" C c LT REF SPACE VERIFY PANTRY W/ MANUF 3'-3" FOOTING SIZES & LOCATIONS /�, UNIIT '1.2.09' — BUILDING SECTION 1/411 /4" = 1 '-0" BATH #2 1/2" = 1'-0" SHINGLES 12 11II ---1 6 KITCHEN 1/211 /2" = 1'-0" 14 1/2" X 16" DRYER VENT RECESS 0 r I i WIRE SHELF ::�-.--- N $7 00 cV "HANSEN" N f o LL0 z Z — 28 r----- ----- Ir ----- ----- I M N I I I F---- p ----4 F--- --- 4 I I I I =mu- I 4k r0Ow z © I I I I oIy I I I I z LLI 0W�N ui ui" 8 z z Z $ I I I I U >-QwC7m w I'- I I—I I ch Z = _o3mi/i �I- `r N 9 I ca O 9 ih --i 1) (:DARR CH AT FOYER 1 /2 — 1 —0 42" HIGH MIRROR 4" BACKSPLASH MC 2'-6" '002'-6" 1" FILLER MASTER BATH 1/211 /2" = 1'-0" 2"X4" FRAME WALL 12 61 COVERED PORCH I m OPT VANITY LIGHIT WITH OPT. BOWL OPT BOWL TP 3'-3" Z-0" V-6" 2'-0" 3--0-- FILLER '-0"FILLER 2" FILLE uuuuui�m�n�� 4" BACKSPLASH 2'-0" U, V-6" L Z-0" V FILLER 1KITCHEN 12 6 F-- 1/211 ___- 1/211 /2" = 1'-0" C c LT REF SPACE VERIFY PANTRY W/ MANUF 3'-3" FOOTING SIZES & LOCATIONS /�, UNIIT '1.2.09' — BUILDING SECTION 1/411 /4" = 1 '-0" BATH #2 1/2" = 1'-0" SHINGLES 12 11II ---1 6 KITCHEN 1/211 /2" = 1'-0" 14 1/2" X 16" DRYER VENT RECESS 0 r I i WIRE SHELF ::�-.--- N $7 1. cV "HANSEN" N OW 220 VOLT BOX LL0 z Z — 28 r----- ----- Ir ----- ----- N I I I F---- p ----4 F--- --- 4 I I I I =mu- I D I I W I i I I 4k r0Ow z © I I I I oIy I I I I z LLI 0W�N ui ui" 8 z z Z $ I I I I U >-QwC7m w I'- I I—I I ui t=» Will 7 UTILITY ROOM 1/2 —1-0 ELEV AT 18'-8" T.O.M. TEXTURED CEMENT FINISH OVER CMU (TYP.) ELEV AT 0'-0" 1 ST FLOOR— F V) rn w ~ V N w w wa�o Q �. � WOO- OW LL0 z Z — 28 N a =mu- 0� a � 4k r0Ow z © o0 oIy �Z -N z LLI 0W�N ui ui" 8 z z Z $ a U >-QwC7m w I'- (L ui t=» Will Z = _o3mi/i �I- Q ca � o v s� I C) t en 3J) o Uc.Icnura. � LLI �=% W 0 (6 wOh wW W�- w�Yz� Z mO�W(1)LL0 �O = I^- �CO aWRWOZOwHzmzz 000 U) O Z �Oa�zYozZ410wOU�a. a0wO�F¢� -�w62 V 0a OaO w¢ -QZ Q O i -¢w 0 Z 0 ON 0'^ VJ z D M 0 LL ~ 2 > ct F -W 04 ~ Q zJ N Z0U W Wul JLo J c� �- 0 N 0 CV 0 (V 0 (V 0 N • rl C3� tf> O M P - O � c 0 0 0 0 0 O I O ` O O O O r �-- N co '4T IT r� z z 0 `J �;--4 0 > Wc�h~-o L� ow=Q ZaU, .� t—moo l!=nr-X= Z V z >-zZLL V/ I LLI Q- Z Z Ii O-igZ .}r a Q� < Z z z �Q0CL0 o�j oCL O U W 7 AlO W� D 1 LAST PLOT DATE o N 4/18/2011 O +-� UNIT'1209' - INTERIOR ELEVATIONS (DARRCH AT FOYER J/ /2 - 9-019 2'-0" 1'-6" 2'-6" k 1'-6" FILLER 3'-0" 3" 2'-0" V-6" 2'-6" 1'-6" 3" FILLER RANGE KITCHEN 1 /2" - 1'-0" � w co fV Q �- O co = Zc WIRE SHELF ::_�, co 1 cV 0 iv _OOW "HANSEN" M ? BOX 220 VOLT 4" BACKSPLASH 9 �D MC ; 0 V) I I I �L~mLu H C9v� Z~ CD U0Z$VLZ �4wa2 W i i D CD m 0 0 w ii I __ ih I I I I I I I I \ / HOOD 4" BACKSPLASH o REF SPACE VERIFY M 0 W/ MANUF 41 LL=====ll LL/= I O o w `_ 2'-3" 2'4" 1 1/2" FILLER U)�L�L��O aio w `� uc�vcnU�rs; 3� W W X �' W C, ui ui wpi- wo¢ ¢¢ ¢�Yzo: z Q��¢�¢tnOS�cn" Up�J�O Q 0 F_0 nawRaO-ztRoQ ��a.jinwwwu��w¢p�� ozz'SU 2'-0" V-6" 2'-6" 1'-6" 3" FILLER RANGE KITCHEN 1 /2" - 1'-0" SPLAYED 5 UTILITY ROOM 1 /2 - 11-011 3'-3" 4 a (V -bo 14 1/2" X 16" DRYER VENT RECESS r (o O 12 - 6f F ---- PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) ELEV AT 20'-8" 12 R-30 BLOWN HEEL HGT. 6 � R-19 B TT AT ALL CATION ELEV AT 18'-8" Q KNEEWALLS T.O.M. �fTTI � II II _ II II 2"X4" FRAME WALL ELEV AT 10'-8" _ 2ND FLOOR FF ELEV AT 9'-4" _ T.O.M. BA COV. PORCH ELEV AT 0'-0 -I J TO -J M. W.I.C. W.I.C. UITE GREAT ROOM 42" H. RAKE WALL W/ WD. CAP p 1 /— /KITCHEN BEYOND .r 1ST FLOOR FF Lf:_SEE FOUNDATION PLAN FOR FOOTING SIZES & LOCATIONS UNIT '1210' — BUILDING SECTION 1 /4" = 1 1_011 OPEN TO GREAT ROOM 4" BACKSPLASH 00E== a M 2'-0" 2'-0" 1'-9" 2'-0" DW 1" FILLER KITCHEN 1 /2" = 1 x_011 TUB 3'-6" BATH #2 1/211 /2" — 1'-0" BEDROOM #2 TO TO HALL BAT FAT2 1 2" O.C.004C � TRUSSES F Too PWDR FOYER �BA'TH 4'-9 1/2" &D 0 co • . �•.•. • • 00 � w co fV Q �- O co = Zc WIRE SHELF ::_�, co 1 cV 0 iv _OOW "HANSEN" M ? BOX 220 VOLT 4" BACKSPLASH 9 �D MC ; 0 V) I I I �L~mLu H C9v� Z~ CD U0Z$VLZ �4wa2 W i i D CD m 0 0 w ii I __ ih I I I I I I I I SPLAYED 5 UTILITY ROOM 1 /2 - 11-011 3'-3" 4 a (V -bo 14 1/2" X 16" DRYER VENT RECESS r (o O 12 - 6f F ---- PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) ELEV AT 20'-8" 12 R-30 BLOWN HEEL HGT. 6 � R-19 B TT AT ALL CATION ELEV AT 18'-8" Q KNEEWALLS T.O.M. �fTTI � II II _ II II 2"X4" FRAME WALL ELEV AT 10'-8" _ 2ND FLOOR FF ELEV AT 9'-4" _ T.O.M. BA COV. PORCH ELEV AT 0'-0 -I J TO -J M. W.I.C. W.I.C. UITE GREAT ROOM 42" H. RAKE WALL W/ WD. CAP p 1 /— /KITCHEN BEYOND .r 1ST FLOOR FF Lf:_SEE FOUNDATION PLAN FOR FOOTING SIZES & LOCATIONS UNIT '1210' — BUILDING SECTION 1 /4" = 1 1_011 OPEN TO GREAT ROOM 4" BACKSPLASH 00E== a M 2'-0" 2'-0" 1'-9" 2'-0" DW 1" FILLER KITCHEN 1 /2" = 1 x_011 TUB 3'-6" BATH #2 1/211 /2" — 1'-0" BEDROOM #2 TO TO HALL BAT FAT2 1 2" O.C.004C � TRUSSES F Too PWDR FOYER �BA'TH 4'-9 1/2" &D 0 co • . �•.•. • • 00 � w co W Z Q �- O co = Zc co 1 0 0 42" HIGH `f) _OOW wZ m M MIRROR LL 4" BACKSPLASH 9 �D MC ; 0 V) 00 �L~mLu H C9v� Z~ CD U0Z$VLZ �4wa2 W I CD m 0 0 w =0111 Da. __ o b M 0 u u 41 LL=====ll LL/= I o w `_ 2'-3" 2'4" 1 1/2" FILLER - - _ ELEV AT 18'-8" T.O.M. R-11 INSUL. 12 -14 _ ELEV AT 10'-8" - 2ND FLOOR FF - ELEV AT 9'-4" EDGER T.O.M. �--ARCH ENTRY TEXTURED CEMENT FINISH OVER CMU (TYP.) _ _ ELEV AT 0'-0" 1 ST FLOOR FF KITCHEN 1 /2" 1'-0" I s i s isi� 42" HIGH MIRROR MC 4" BACKSPLASH tz/7 M Iv 2.-6" Z-61' 1 1/2" FILLER /`._�MASTE R BATH 1/211 = 1'-0" OPT VANITY LIGHT WITH OPT. BOWL OPT BOWL TP ao � cn =W o I- U N � w W Z Q �- O a ILdo = Zc p8O O J C1LJL.V ow _OOW wZ m LL p Z C) �D ' in F_ LL. D W ; 0 V) W �L~mLu H C9v� Z~ O U0Z$VLZ �4wa2 W I m 0 0 w =0111 Da. __ LLJ m 0 u u o w `_ U)�L�L��O aio w `� uc�vcnU�rs; 3� W W X �' W C, ui ui wpi- wo¢ ¢¢ ¢�Yzo: z Q��¢�¢tnOS�cn" Up�J�O Q 0 F_0 nawRaO-ztRoQ ��a.jinwwwu��w¢p�� ozz'SU � Q Z (i) U- � Q Qpw Q O W Q�? W z O w 0a. 9 - gwzg< Q O w O wQ D p Q z O �¢w 0 Z� N O N M O 0 LL T7 2>L� FF- I�- W =� ti ZN Z � U W wL0 J Lo A r c� C) NCV 0 o CV 0 N 0 N O • t� 07 a CQ M O M Il - O� o 0 0 o a a O O O — � N M d' d' r z 0 u .� W0F_F_ DWF p U w - O oa-mw z I - w - w .� =f- mop I/ > z —z�_ hx 4.4 H W } W Q O..zzLL O J m z d Z �j Z I -a0 U a �4mA18 O U _ LAST PLOT DATE Lo o r 4/18/2011 p -�-� UNIT'1210' - E""'� E'—� INTERIOR ELEVATIONS 1. SPECIFICATIONS 1. 1. CONSTRUCTION: ELASTICITY 1. 1, 1. ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE C -I -P CONCRETE (NORMAL WEIGHT) 2,500 Psi 1.1.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 3,122 Ksi C -I -P GROUT 3,000 Psi SPECIFICATIONS FOR MASONRY STRUCTURES. 4. 2. 4. 1.1.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 3.3. 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: ACCOMPANYING SUPPLEMENTS. 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ 1.1.5. FLORIDA BUILDING CODE (FBC), RESIDENTIAL, 2007 EDITION (INCLUDING 2009 SUPPLEMENTS). }} LL�W 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL TOTAL DL+ WL INSTITUTE OF STEEL CONSTRUCTION, (AISC) 9TH EDITION. 3. 3. 2. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 3.4. 1.2.1. ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 3. 4. 1. 1. 2. 2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6rrMS 602-05 SHOWN OTHERWISE IN THE DESIGN PLANS. SPECIFICATIONS FOR MASONRY STRUCTURES. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE 1. 2. 3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 4. 3. 6. 1. 2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL 4.4.1.1. 4.1.2, ACCOMPANYING SUPPLEMENTS. ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) " � 1. 2. 6. FLORIDA BUILDING CODE (FBC), RESIDENTIAL, 2007 EDITION (INCLUDING 2009 SUPPLEMENTS). 1.3. SHOP DRAWINGS: 4. 4. 3. 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.1.5. DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM U) NL�L GREATER SECTION PROPERTIES. THE ENGINEER OF RECORD. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO 4. 4. 6. 4. 1. 6. THE COMMENCEMENT OF CONSTRUCTION. MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 0' 0(O jrWOZOWOOMZn'SU Wwa>6ww"(AWx¢O�� SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND ANSI/TPI 1-2002, BCSI 1 -03 4. 4. 8. BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 4.1.8. 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 4. 5. 1. 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF HIGH STRENGTH BOLTS: ASTM A325-94 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 4. 5. 2. 2.1.7. BALCONIES & DECKS: 15 PSF GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 2.1.8. TILE ROOF _ _ = 0 48" 6d = 0.162". FOLLOW S : 8d 0.131" 10d 0.148" 12d 1 1 TOP CHORD : 15 PSF ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR Z BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY Y CALLED w L0 0 TOP CHORD: 7 PSF 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS BOTTOM CHORD: 10 PSF STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 4. 5. 8. 2. 2. 2. GARAGE LOADS : 40 PSF PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 2.2.3. PARTITIONED ROOMS: 40 PSF MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: 2. 2.4. BALCONY AND DECKS: 60 PSF 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF Ft = 1,850 PSI 2.2.6. Fc = 500 PSI (PERPENDICULAR) 2. 2. 7. FLOOR TRUSS Fv= 265 PSI 4. 7. 1. TOP CHORD MINIMUM: 40 PSF a5 2. 2. 8. ROOF TRUSS FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.LS.C. TOP CHORD MINIMUM: 20 PSF STEEL FOR BUILDINGS". BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: STEEL TUBING: ASTM A500 -03a, GRADE B. 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A O CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT O CV HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD O N ELEMENTS ARE IN PLACE. OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL ON 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED OO C:) � h S . FT. AT ANY POINT IN T HE SYSTEM. HORIZONTAL LOAD APPLIED ON 1 Q M 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: O 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301 OF THE FBC, RESIDENTIAL, 2007 O EDITION W/ 2009 SUPPLEMENTS, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR'S" =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 11360 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: 4.2. CONCRETE: 4.Z 1. 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: ELASTICITY DESIGN (fc) MASONRY WALLS AND LINTELS C -I -P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING 3,122 Ksi C -I -P GROUT 3,000 Psi STAIRS AND FLOOR FRAMING 4. 2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ TOTAL DL + FLOOR LL+ ROOF LL MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ }} LL�W TOTAL DL + FLOOR LL + WL 4. 2. 7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL TOTAL DL+ WL ACI- MCP 2004 STANDARDS. 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-01, TYPE II 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 THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE 4.1. REINFORCING STEEL: 4. 3. 6. 4.1.1. REINFORCING STEEL SHALL BE ASTM A615-94 GRADE 40, fy = 40 Ksi 4.4.1.1. 4.1.2, LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 24", #3 BAR 18". ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE " � STUD QUALITY OR BETTER CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS o w � M FACE OF THE CONCRETE. 4. 4. 3. 4. 1. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED U) NL�L GREATER SECTION PROPERTIES. YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN fi IN ed n n N 2J RECORD. 4. 4. 6. 4. 1. 6. DESIGN COVER REQUIREMENTS: MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4. 4. 7. C -I -P CONCRETE FORMED AGAINST EARTH: 3" 0' 0(O jrWOZOWOOMZn'SU Wwa>6ww"(AWx¢O�� SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE C -I -P CONCRETE EXPOSED TO EXTERIOR: 2" ANSI/TPI 1-2002, BCSI 1 -03 4. 4. 8. C -I -P CONCRETE NOT EXPOSED: %" SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, GROUT FILLED MASONRY: 3�4 " ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 -LATEST EDITION. 4.2. CONCRETE: 4.Z 1. 4. 2. 2. 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 SLUMH BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL c 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 OW ADDITIONAL CRITERIA. 4. 2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN '' co Q� 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 @ � Z 9 MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ }} LL�W 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 o w � M SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND �O 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 U) NL�L GREATER SECTION PROPERTIES. 4. 4. 5, ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN fi IN ed n n N 2J 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 UcvUr) Uln_,w 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 0' 0(O jrWOZOWOOMZn'SU Wwa>6ww"(AWx¢O�� SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ¢ILL O WOIYQ-�zYQw¢p¢ 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 0 U_ MACHINE BOLTS: GALVANIZED ASTM A307-03 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS _ _ = 0 48" 6d = 0.162". FOLLOW S : 8d 0.131" 10d 0.148" 12d 1 1 4. 5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR Z 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 Y CALLED w L0 0 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 U 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) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 265 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED a5 STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.LS.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 O 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 O CV SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR O N 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 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 T-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within T-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 cemen titious finish less 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 or formed. 7. - d areas in concrete floors for subsequent installation of traps, FBC R320.1.3 Boxed q Ps. 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 T-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 T-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 ANY DISCREPANCY CREPANCY THE STRUCTURAL RAL INTEGRITY OFTHIS PROJECT ONLY. 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. THE NEAREST VERTICAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE 6. GLAZING IN AN INDIVIDUAL 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. E 4. GLAZING IN SECTION R 30$.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 THEM 18 INCHES (457 MM) FROM THE RAILING. rn LU 8 H- V w wQa0 c o OwCUL'IiV OW WZ_Wz LVF > w � Li.F- '' co Q� Go ~O_OW_ F_ZG wn -D 1— 0 � Z 9 Z W }} LL�W NN �Uj O0 F- Z- UZaZAlVW �~ mZ�ZLU a�'a 0 a LU W = LLJ_ _ mC I-iF- Uj O " � o w � M �O U) NL�L fi IN ed n n N 2J UcvUr) Uln_,w W LIJ (� LL1 o � U) w O I - LU 0 �O� JQ�Q <C_j af dYQZ�0 rO_ Q: (1) aQ_N�Ou U Q [¢- 0' 0(O jrWOZOWOOMZn'SU Wwa>6ww"(AWx¢O�� O O O z ¢ILL O WOIYQ-�zYQw¢p¢ 0 W p ¢ Z � u -Q O �Q W O Z 0 N OQ� c) LDU)Mo T7 Z 0 U_ > L Q M (1) I- J,� r. Qm (5 1'- Z ZU W w L0 0 T_ W a5 O O O r- � O O N O CV O N O N ON • r..4 h., OO C:) � h O M a) M [I- FCS' O O O O O ` 0 0 0 0 cV M d I Z ? O w IL.�r Jl V .rte, 0 W Co LLI > W 0 Imo - O W L U 0� a 8a T Q W F- Z Of=W .� P'm00 =I--1172 Z Z c� i'<ZO > C) 5 �zQu 0 a- >- W F- Z 0 Z Z F-¢ OU Z © J It M� 0 O U W 2 O SNO W� 1 LAST PLOT DATE o O 4/18/2011 O STRUCTURAL H DETAILS RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (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'-3" (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. 16-4- (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. (123mpj1', enclosed, 3 sec gust,'',2,1112 4) 43,1$/1,r pftst'r Fxpasure C", H69l1(m W feet Iimportance Factor =1.f ) ROOF WALL 7RISl1TARy AREA (R') ZONE 1.. ZONE2&3. ZONE4 ZONES .10 :.. ...208 432 208 1 -701 *3 -38.3 363 -48:4.... W 18 0 -32.2: 10,0 1 -83,0 34.6 47.7 34,6. 45:4 58. 16 7 -31.1 '16.7t-0,0 .0 $2..5 -3'5.6 32Z -41,0 100 14.T 36.1 14:7 30.8 -33,8 30:9 -31.7 14.7 -30.1 E14.7.6 30:8 -35.9 Ndea: 1 For ettectlye areas or'.wlnd speeds pgtWeen tho48:tllY.an above_the load. may be'Interp*ted othanvlsa use: the land a1*001e1ed with the loluar egactive area.. 2 TeblaValues shall be Bdluated fpr height and exposure ny muiaPlAng W adluetmehl' conMatents In Table not 203) of the-Flgrrda Residential Colo 2084 3 Plus and minus signs slgnlly pressures-ecdng tmard and ayraytroRr the building surfaces UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE rnun�rtrnp UP41f CAPACITY lA7EFtAL FAS7ENEFtS C{�JNECT4SR UPLIFT'©APACITY LATERAL FASTENERS CONNECTOR,!rm rc e....� r•ne�niry HTT16 4230* $689* 1 18-1i5d & 1 518" A B. HTT1.6: 41 -ft' 3ro;9to' I '10-100 ac 11 315 H i K HTT22 $374* 461`8 32 10d 8 (1) N$6' A. B. HTT225260*` 5250* 32-18d Sinkers & (1) 5/8" ATR 16-100 & 5-1/4"xV, 16-16d Sinkers & 7- LUGT2 1850 18"50' Wedge bobs LGT2 2150 1850 114"x2114# Titin LTT18 1350" 1305" 8-16d Sinkers $ (1) LTS19 1390* 1!195* 8-10d & 1 3/4 A.B. 3/4' ATR 81 d x 112" & ) 18-10d x 1117 & (1) LTTI31 2625* 2429* _ cice n o LTil31 2310* 2310rsz a7ra fSPT22 1 725 023 1 117U 0 -"Ilio �7Y"I v� X57. ry I�w SPT24 1055 833 260 12-100 SP2 1QS5 005 12-10d SPT4 1.075 924 1 -- 6-10d x 1 112' ' SP4 885 760 8-10d,x 1 112" SPTH4 2150 1849 1 ,.• 12"1 Od x 1 112" SPI -I'd 1360 1:170 12.10d "x 1 112" MUGT15 4265 3335 1 22.1 Did S 1 518 ATR MGT 3965 3330 22.10d & 1 518"ATR LUGT2 2280 1956 1 440 32-10d LGT2 2050 1785 30-16d Sinkers HTW20 1183 1325.95` 20-1Od HTS20.. 1450 1245 20-101d L5TA1 8, 1235 1 I 0 14-10d LSTA18 —72-55— 1165 14.104 LSTA24"_ 1235 1235 15-10d LSTA24 1265 1235 18-10d LSTA30 1640 1;840 22-10d TA30' 1640 1640` '22.1Od LSTA, 104. 740 22-104 d' L5 A 6 18 0; 1:8-00' 24- 4d UNG APPLICATIONS HUNG APPLICATIONS HUS26 "1925 11655 20-16d HUS26 1550 1550 20-16d H THDH20-2 2235 "1935 28-16d H US26.2 2325. 1995 26103 HUS28 2570 2210 30-16d HUS28 2000 2000 30-18d THDH 10- 4901 8020 58.16d HGUS2 •2 32200 05 4$-16d CAPACITY IS BASED ON CONCRETE EMBEDMENT; REFER TO MANUFACTURER FOR GROUT FILLED CMU NOT,IDRIUE NAILS THROUGH THF -'TRUSS PLATE ON THE OPPOSITE ,5IQE OF THE TRUSS:: WHICH COULD FORCE THE. PLATE OFF THE TRUSS.. ROOF DIAPHRAGM NAILING SCHEDULEz F3 RIDGE LINE \ _ Or, 15/32" CDX M PLYWOOD OR CQ9 7/16" OSB RIDGE LINE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ 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 RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 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 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 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. 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 PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" (TYP.) 6'"0" + 6' -On + + + + + + + �:+— + + + + + + + MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY DF FASTENERS %" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 ``— TYVEK / I Y16"O. B. S. / SHEATHING METAL FLASHING 3Y2" UNPERFORATED FLANGE 7/" WEEP — SCREED MAINTAIN BOTTOM OF WEEP SCREED CEMENT PLASTER i 1 1/2" TO 2" ABOVE IN ACCORDANCE rBOTTOM PER ROOF SHEATHING OF WITH ASTMC926 OVER WOOD 2ND FLOOR JOINT ON NOTE THAT THE HOUSE WRAP AND METAL LATH MUST GO OVER THE TOP OF THE WEEP SCREED CEMENT PLASTER OVER BLOCK 1ST FLOOR ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BI CAULKED USING CAULK PER SCOPE OF WORK / %" CEMENT KEEP TOP EDGE PLASTER FINISH OF WEEP SCREED 2" ABOVE TOP OF BLOCK FOR DECORATIVE CEMENTITIOUS FINISH 4"-6" BELOW GRADE WEEP SCREED DETAIL SCALE: N.T.S. TYPICAL HTA 20-18 /HTA 20 INSTALLATION A TYPICAL MTW INSTALLATION LC SE U M 5/8' THI BOI :R TRUSS FOP PLATE U.C: TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION PRE -FAB CHIMNEY CAP FLASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE)LU M 53 EACH JOINT TYP. EXTERIOR FINISH PRE -FAB CHIMNEY Q z � BLOCKING @MID POINT ¢ r U) WHEN CHIMNEY EXCEEDS 6'-0" Z ¢ � o IN HEIGHT o w 06 2 o GALV. METAL — — — 1/2" SHEATHING OR O.S.B. c� � N � FLASHING = O ¢ 2"x4" STUDS @ 16" O.C. MAX. MTL. FLASHING CRICKETJrGALV. TRUSS TOP CHORD I I \–USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION 11A-Alr w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" 36" MAX. ATTACH BLOCKING TO TRUSSES w/ USP USP HTW20 @ EA. CORNER SLOPE MP -34 ANGLE TYPICAL PRE-ENGINEERED WOOD TRUSSES TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL7F I W STD. 90° CONT. #5 HOOK BAR =AB CHIMNEY ASSEMBLY 16" O.C. MAX. 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. STD. 901° � BOND BEAM HOOKF 7F BOND BEAM STEP SCALE: N.T.S. -CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM A/C UNIT (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD 04 v— wzw 04 A/C UNIT HOLD DOWN SCALE: N.T.S. W w W� a Z N N WOO= ZCj O�CVtJiZ �W ~OOW OZ � �QOW �Z �Orw„w� cn� _ wo°� z`� Io WpNVz � WaZI'Z J rpLQ a ° ZZ =WH �F0 00 Q s O v, � u L UN�UPUj �r.� �* ow � wpr uJ uJNQ �g� ��Yzw Z W QO2�cnO'S�tA"V p��0 Q =�0 ZXI.L 2IxZ22 �¢Q 000 r LL O Ll.. Q O t— Q LL N O W � D UCNI ) M O c r I�- z J N Z L0U W WL0 J U') J W 0 0 0 0 0 N N N N N . ,-..r 6 co o M ti t - O 0 0 0 0 0 E c O L cl Q Q C) �- � I � Z oW V CY) o � U Uo�Q LL i W OF --14— Iz W H W �.� ~OOOQ LLzzLL: �-i w �-- O :S� z Q Q) Lnzz C)SN11 :5 COMPONENT & CLADDING DESIGN PRESSURE. (123mpj1', enclosed, 3 sec gust,'',2,1112 4) 43,1$/1,r pftst'r Fxpasure C", H69l1(m W feet Iimportance Factor =1.f ) ROOF WALL 7RISl1TARy AREA (R') ZONE 1.. ZONE2&3. ZONE4 ZONES .10 :.. ...208 432 208 1 -701 *3 -38.3 363 -48:4.... W 18 0 -32.2: 10,0 1 -83,0 34.6 47.7 34,6. 45:4 58. 16 7 -31.1 '16.7t-0,0 .0 $2..5 -3'5.6 32Z -41,0 100 14.T 36.1 14:7 30.8 -33,8 30:9 -31.7 14.7 -30.1 E14.7.6 30:8 -35.9 Ndea: 1 For ettectlye areas or'.wlnd speeds pgtWeen tho48:tllY.an above_the load. may be'Interp*ted othanvlsa use: the land a1*001e1ed with the loluar egactive area.. 2 TeblaValues shall be Bdluated fpr height and exposure ny muiaPlAng W adluetmehl' conMatents In Table not 203) of the-Flgrrda Residential Colo 2084 3 Plus and minus signs slgnlly pressures-ecdng tmard and ayraytroRr the building surfaces UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE rnun�rtrnp UP41f CAPACITY lA7EFtAL FAS7ENEFtS C{�JNECT4SR UPLIFT'©APACITY LATERAL FASTENERS CONNECTOR,!rm rc e....� r•ne�niry HTT16 4230* $689* 1 18-1i5d & 1 518" A B. HTT1.6: 41 -ft' 3ro;9to' I '10-100 ac 11 315 H i K HTT22 $374* 461`8 32 10d 8 (1) N$6' A. B. HTT225260*` 5250* 32-18d Sinkers & (1) 5/8" ATR 16-100 & 5-1/4"xV, 16-16d Sinkers & 7- LUGT2 1850 18"50' Wedge bobs LGT2 2150 1850 114"x2114# Titin LTT18 1350" 1305" 8-16d Sinkers $ (1) LTS19 1390* 1!195* 8-10d & 1 3/4 A.B. 3/4' ATR 81 d x 112" & ) 18-10d x 1117 & (1) LTTI31 2625* 2429* _ cice n o LTil31 2310* 2310rsz a7ra fSPT22 1 725 023 1 117U 0 -"Ilio �7Y"I v� X57. ry I�w SPT24 1055 833 260 12-100 SP2 1QS5 005 12-10d SPT4 1.075 924 1 -- 6-10d x 1 112' ' SP4 885 760 8-10d,x 1 112" SPTH4 2150 1849 1 ,.• 12"1 Od x 1 112" SPI -I'd 1360 1:170 12.10d "x 1 112" MUGT15 4265 3335 1 22.1 Did S 1 518 ATR MGT 3965 3330 22.10d & 1 518"ATR LUGT2 2280 1956 1 440 32-10d LGT2 2050 1785 30-16d Sinkers HTW20 1183 1325.95` 20-1Od HTS20.. 1450 1245 20-101d L5TA1 8, 1235 1 I 0 14-10d LSTA18 —72-55— 1165 14.104 LSTA24"_ 1235 1235 15-10d LSTA24 1265 1235 18-10d LSTA30 1640 1;840 22-10d TA30' 1640 1640` '22.1Od LSTA, 104. 740 22-104 d' L5 A 6 18 0; 1:8-00' 24- 4d UNG APPLICATIONS HUNG APPLICATIONS HUS26 "1925 11655 20-16d HUS26 1550 1550 20-16d H THDH20-2 2235 "1935 28-16d H US26.2 2325. 1995 26103 HUS28 2570 2210 30-16d HUS28 2000 2000 30-18d THDH 10- 4901 8020 58.16d HGUS2 •2 32200 05 4$-16d CAPACITY IS BASED ON CONCRETE EMBEDMENT; REFER TO MANUFACTURER FOR GROUT FILLED CMU NOT,IDRIUE NAILS THROUGH THF -'TRUSS PLATE ON THE OPPOSITE ,5IQE OF THE TRUSS:: WHICH COULD FORCE THE. PLATE OFF THE TRUSS.. ROOF DIAPHRAGM NAILING SCHEDULEz F3 RIDGE LINE \ _ Or, 15/32" CDX M PLYWOOD OR CQ9 7/16" OSB RIDGE LINE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ 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 RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 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 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 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. 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 PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" (TYP.) 6'"0" + 6' -On + + + + + + + �:+— + + + + + + + MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY DF FASTENERS %" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 ``— TYVEK / I Y16"O. B. S. / SHEATHING METAL FLASHING 3Y2" UNPERFORATED FLANGE 7/" WEEP — SCREED MAINTAIN BOTTOM OF WEEP SCREED CEMENT PLASTER i 1 1/2" TO 2" ABOVE IN ACCORDANCE rBOTTOM PER ROOF SHEATHING OF WITH ASTMC926 OVER WOOD 2ND FLOOR JOINT ON NOTE THAT THE HOUSE WRAP AND METAL LATH MUST GO OVER THE TOP OF THE WEEP SCREED CEMENT PLASTER OVER BLOCK 1ST FLOOR ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BI CAULKED USING CAULK PER SCOPE OF WORK / %" CEMENT KEEP TOP EDGE PLASTER FINISH OF WEEP SCREED 2" ABOVE TOP OF BLOCK FOR DECORATIVE CEMENTITIOUS FINISH 4"-6" BELOW GRADE WEEP SCREED DETAIL SCALE: N.T.S. TYPICAL HTA 20-18 /HTA 20 INSTALLATION A TYPICAL MTW INSTALLATION LC SE U M 5/8' THI BOI :R TRUSS FOP PLATE U.C: TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION PRE -FAB CHIMNEY CAP FLASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE)LU M 53 EACH JOINT TYP. EXTERIOR FINISH PRE -FAB CHIMNEY Q z � BLOCKING @MID POINT ¢ r U) WHEN CHIMNEY EXCEEDS 6'-0" Z ¢ � o IN HEIGHT o w 06 2 o GALV. METAL — — — 1/2" SHEATHING OR O.S.B. c� � N � FLASHING = O ¢ 2"x4" STUDS @ 16" O.C. MAX. MTL. FLASHING CRICKETJrGALV. TRUSS TOP CHORD I I \–USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION 11A-Alr w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" 36" MAX. ATTACH BLOCKING TO TRUSSES w/ USP USP HTW20 @ EA. CORNER SLOPE MP -34 ANGLE TYPICAL PRE-ENGINEERED WOOD TRUSSES TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL7F I W STD. 90° CONT. #5 HOOK BAR =AB CHIMNEY ASSEMBLY 16" O.C. MAX. 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. STD. 901° � BOND BEAM HOOKF 7F BOND BEAM STEP SCALE: N.T.S. -CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM A/C UNIT (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD 04 v— wzw 04 A/C UNIT HOLD DOWN SCALE: N.T.S. W w W� a Z N N WOO= ZCj O�CVtJiZ �W ~OOW OZ � �QOW �Z �Orw„w� cn� _ wo°� z`� Io WpNVz � WaZI'Z J rpLQ a ° ZZ =WH �F0 00 Q s O v, � u L UN�UPUj �r.� �* ow � wpr uJ uJNQ �g� ��Yzw Z W QO2�cnO'S�tA"V p��0 Q =�0 ZXI.L 2IxZ22 �¢Q 000 r LL O Ll.. Q O t— Q LL N O W � D UCNI ) M O c r I�- z J N Z L0U W WL0 J U') J W 0 0 0 0 0 N N N N N . ,-..r 6 co o M ti t - O 0 0 0 0 0 E c O L cl Q Q C) �- � I � Z oW V CY) o � U Uo�Q LL i W OF --14— Iz W H W �.� ~OOOQ LLzzLL: �-i w �-- O :S� z Q Q) Lnzz C)SN11 :5 UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE rnun�rtrnp UP41f CAPACITY lA7EFtAL FAS7ENEFtS C{�JNECT4SR UPLIFT'©APACITY LATERAL FASTENERS CONNECTOR,!rm rc e....� r•ne�niry HTT16 4230* $689* 1 18-1i5d & 1 518" A B. HTT1.6: 41 -ft' 3ro;9to' I '10-100 ac 11 315 H i K HTT22 $374* 461`8 32 10d 8 (1) N$6' A. B. HTT225260*` 5250* 32-18d Sinkers & (1) 5/8" ATR 16-100 & 5-1/4"xV, 16-16d Sinkers & 7- LUGT2 1850 18"50' Wedge bobs LGT2 2150 1850 114"x2114# Titin LTT18 1350" 1305" 8-16d Sinkers $ (1) LTS19 1390* 1!195* 8-10d & 1 3/4 A.B. 3/4' ATR 81 d x 112" & ) 18-10d x 1117 & (1) LTTI31 2625* 2429* _ cice n o LTil31 2310* 2310rsz a7ra fSPT22 1 725 023 1 117U 0 -"Ilio �7Y"I v� X57. ry I�w SPT24 1055 833 260 12-100 SP2 1QS5 005 12-10d SPT4 1.075 924 1 -- 6-10d x 1 112' ' SP4 885 760 8-10d,x 1 112" SPTH4 2150 1849 1 ,.• 12"1 Od x 1 112" SPI -I'd 1360 1:170 12.10d "x 1 112" MUGT15 4265 3335 1 22.1 Did S 1 518 ATR MGT 3965 3330 22.10d & 1 518"ATR LUGT2 2280 1956 1 440 32-10d LGT2 2050 1785 30-16d Sinkers HTW20 1183 1325.95` 20-1Od HTS20.. 1450 1245 20-101d L5TA1 8, 1235 1 I 0 14-10d LSTA18 —72-55— 1165 14.104 LSTA24"_ 1235 1235 15-10d LSTA24 1265 1235 18-10d LSTA30 1640 1;840 22-10d TA30' 1640 1640` '22.1Od LSTA, 104. 740 22-104 d' L5 A 6 18 0; 1:8-00' 24- 4d UNG APPLICATIONS HUNG APPLICATIONS HUS26 "1925 11655 20-16d HUS26 1550 1550 20-16d H THDH20-2 2235 "1935 28-16d H US26.2 2325. 1995 26103 HUS28 2570 2210 30-16d HUS28 2000 2000 30-18d THDH 10- 4901 8020 58.16d HGUS2 •2 32200 05 4$-16d CAPACITY IS BASED ON CONCRETE EMBEDMENT; REFER TO MANUFACTURER FOR GROUT FILLED CMU NOT,IDRIUE NAILS THROUGH THF -'TRUSS PLATE ON THE OPPOSITE ,5IQE OF THE TRUSS:: WHICH COULD FORCE THE. PLATE OFF THE TRUSS.. ROOF DIAPHRAGM NAILING SCHEDULEz F3 RIDGE LINE \ _ Or, 15/32" CDX M PLYWOOD OR CQ9 7/16" OSB RIDGE LINE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ 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 RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 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 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 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. 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 PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" (TYP.) 6'"0" + 6' -On + + + + + + + �:+— + + + + + + + MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY DF FASTENERS %" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 ``— TYVEK / I Y16"O. B. S. / SHEATHING METAL FLASHING 3Y2" UNPERFORATED FLANGE 7/" WEEP — SCREED MAINTAIN BOTTOM OF WEEP SCREED CEMENT PLASTER i 1 1/2" TO 2" ABOVE IN ACCORDANCE rBOTTOM PER ROOF SHEATHING OF WITH ASTMC926 OVER WOOD 2ND FLOOR JOINT ON NOTE THAT THE HOUSE WRAP AND METAL LATH MUST GO OVER THE TOP OF THE WEEP SCREED CEMENT PLASTER OVER BLOCK 1ST FLOOR ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BI CAULKED USING CAULK PER SCOPE OF WORK / %" CEMENT KEEP TOP EDGE PLASTER FINISH OF WEEP SCREED 2" ABOVE TOP OF BLOCK FOR DECORATIVE CEMENTITIOUS FINISH 4"-6" BELOW GRADE WEEP SCREED DETAIL SCALE: N.T.S. TYPICAL HTA 20-18 /HTA 20 INSTALLATION A TYPICAL MTW INSTALLATION LC SE U M 5/8' THI BOI :R TRUSS FOP PLATE U.C: TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION PRE -FAB CHIMNEY CAP FLASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE)LU M 53 EACH JOINT TYP. EXTERIOR FINISH PRE -FAB CHIMNEY Q z � BLOCKING @MID POINT ¢ r U) WHEN CHIMNEY EXCEEDS 6'-0" Z ¢ � o IN HEIGHT o w 06 2 o GALV. METAL — — — 1/2" SHEATHING OR O.S.B. c� � N � FLASHING = O ¢ 2"x4" STUDS @ 16" O.C. MAX. MTL. FLASHING CRICKETJrGALV. TRUSS TOP CHORD I I \–USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION 11A-Alr w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" 36" MAX. ATTACH BLOCKING TO TRUSSES w/ USP USP HTW20 @ EA. CORNER SLOPE MP -34 ANGLE TYPICAL PRE-ENGINEERED WOOD TRUSSES TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL7F I W STD. 90° CONT. #5 HOOK BAR =AB CHIMNEY ASSEMBLY 16" O.C. MAX. 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. STD. 901° � BOND BEAM HOOKF 7F BOND BEAM STEP SCALE: N.T.S. -CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM A/C UNIT (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD 04 v— wzw 04 A/C UNIT HOLD DOWN SCALE: N.T.S. W w W� a Z N N WOO= ZCj O�CVtJiZ �W ~OOW OZ � �QOW �Z �Orw„w� cn� _ wo°� z`� Io WpNVz � WaZI'Z J rpLQ a ° ZZ =WH �F0 00 Q s O v, � u L UN�UPUj �r.� �* ow � wpr uJ uJNQ �g� ��Yzw Z W QO2�cnO'S�tA"V p��0 Q =�0 ZXI.L 2IxZ22 �¢Q 000 r LL O Ll.. Q O t— Q LL N O W � D UCNI ) M O c r I�- z J N Z L0U W WL0 J U') J W 0 0 0 0 0 N N N N N . ,-..r 6 co o M ti t - O 0 0 0 0 0 E c O L cl Q Q C) �- � I � Z oW V CY) o � U Uo�Q LL i W OF --14— Iz W H W �.� ~OOOQ LLzzLL: �-i w �-- O :S� z Q Q) Lnzz C)SN11 :5 fSPT22 1 725 023 1 117U 0 -"Ilio �7Y"I v� X57. ry I�w SPT24 1055 833 260 12-100 SP2 1QS5 005 12-10d SPT4 1.075 924 1 -- 6-10d x 1 112' ' SP4 885 760 8-10d,x 1 112" SPTH4 2150 1849 1 ,.• 12"1 Od x 1 112" SPI -I'd 1360 1:170 12.10d "x 1 112" MUGT15 4265 3335 1 22.1 Did S 1 518 ATR MGT 3965 3330 22.10d & 1 518"ATR LUGT2 2280 1956 1 440 32-10d LGT2 2050 1785 30-16d Sinkers HTW20 1183 1325.95` 20-1Od HTS20.. 1450 1245 20-101d L5TA1 8, 1235 1 I 0 14-10d LSTA18 —72-55— 1165 14.104 LSTA24"_ 1235 1235 15-10d LSTA24 1265 1235 18-10d LSTA30 1640 1;840 22-10d TA30' 1640 1640` '22.1Od LSTA, 104. 740 22-104 d' L5 A 6 18 0; 1:8-00' 24- 4d UNG APPLICATIONS HUNG APPLICATIONS HUS26 "1925 11655 20-16d HUS26 1550 1550 20-16d H THDH20-2 2235 "1935 28-16d H US26.2 2325. 1995 26103 HUS28 2570 2210 30-16d HUS28 2000 2000 30-18d THDH 10- 4901 8020 58.16d HGUS2 •2 32200 05 4$-16d CAPACITY IS BASED ON CONCRETE EMBEDMENT; REFER TO MANUFACTURER FOR GROUT FILLED CMU NOT,IDRIUE NAILS THROUGH THF -'TRUSS PLATE ON THE OPPOSITE ,5IQE OF THE TRUSS:: WHICH COULD FORCE THE. PLATE OFF THE TRUSS.. ROOF DIAPHRAGM NAILING SCHEDULEz F3 RIDGE LINE \ _ Or, 15/32" CDX M PLYWOOD OR CQ9 7/16" OSB RIDGE LINE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ 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 RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 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 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 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. 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 PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" (TYP.) 6'"0" + 6' -On + + + + + + + �:+— + + + + + + + MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY DF FASTENERS %" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 ``— TYVEK / I Y16"O. B. S. / SHEATHING METAL FLASHING 3Y2" UNPERFORATED FLANGE 7/" WEEP — SCREED MAINTAIN BOTTOM OF WEEP SCREED CEMENT PLASTER i 1 1/2" TO 2" ABOVE IN ACCORDANCE rBOTTOM PER ROOF SHEATHING OF WITH ASTMC926 OVER WOOD 2ND FLOOR JOINT ON NOTE THAT THE HOUSE WRAP AND METAL LATH MUST GO OVER THE TOP OF THE WEEP SCREED CEMENT PLASTER OVER BLOCK 1ST FLOOR ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BI CAULKED USING CAULK PER SCOPE OF WORK / %" CEMENT KEEP TOP EDGE PLASTER FINISH OF WEEP SCREED 2" ABOVE TOP OF BLOCK FOR DECORATIVE CEMENTITIOUS FINISH 4"-6" BELOW GRADE WEEP SCREED DETAIL SCALE: N.T.S. TYPICAL HTA 20-18 /HTA 20 INSTALLATION A TYPICAL MTW INSTALLATION LC SE U M 5/8' THI BOI :R TRUSS FOP PLATE U.C: TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION PRE -FAB CHIMNEY CAP FLASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE)LU M 53 EACH JOINT TYP. EXTERIOR FINISH PRE -FAB CHIMNEY Q z � BLOCKING @MID POINT ¢ r U) WHEN CHIMNEY EXCEEDS 6'-0" Z ¢ � o IN HEIGHT o w 06 2 o GALV. METAL — — — 1/2" SHEATHING OR O.S.B. c� � N � FLASHING = O ¢ 2"x4" STUDS @ 16" O.C. MAX. MTL. FLASHING CRICKETJrGALV. TRUSS TOP CHORD I I \–USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION 11A-Alr w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" 36" MAX. ATTACH BLOCKING TO TRUSSES w/ USP USP HTW20 @ EA. CORNER SLOPE MP -34 ANGLE TYPICAL PRE-ENGINEERED WOOD TRUSSES TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL7F I W STD. 90° CONT. #5 HOOK BAR =AB CHIMNEY ASSEMBLY 16" O.C. MAX. 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. STD. 901° � BOND BEAM HOOKF 7F BOND BEAM STEP SCALE: N.T.S. -CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM A/C UNIT (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD 04 v— wzw 04 A/C UNIT HOLD DOWN SCALE: N.T.S. W w W� a Z N N WOO= ZCj O�CVtJiZ �W ~OOW OZ � �QOW �Z �Orw„w� cn� _ wo°� z`� Io WpNVz � WaZI'Z J rpLQ a ° ZZ =WH �F0 00 Q s O v, � u L UN�UPUj �r.� �* ow � wpr uJ uJNQ �g� ��Yzw Z W QO2�cnO'S�tA"V p��0 Q =�0 ZXI.L 2IxZ22 �¢Q 000 r LL O Ll.. Q O t— Q LL N O W � D UCNI ) M O c r I�- z J N Z L0U W WL0 J U') J W 0 0 0 0 0 N N N N N . ,-..r 6 co o M ti t - O 0 0 0 0 0 E c O L cl Q Q C) �- � I � Z oW V CY) o � U Uo�Q LL i W OF --14— Iz W H W �.� ~OOOQ LLzzLL: �-i w �-- O :S� z Q Q) Lnzz C)SN11 :5 UNG APPLICATIONS HUNG APPLICATIONS HUS26 "1925 11655 20-16d HUS26 1550 1550 20-16d H THDH20-2 2235 "1935 28-16d H US26.2 2325. 1995 26103 HUS28 2570 2210 30-16d HUS28 2000 2000 30-18d THDH 10- 4901 8020 58.16d HGUS2 •2 32200 05 4$-16d CAPACITY IS BASED ON CONCRETE EMBEDMENT; REFER TO MANUFACTURER FOR GROUT FILLED CMU NOT,IDRIUE NAILS THROUGH THF -'TRUSS PLATE ON THE OPPOSITE ,5IQE OF THE TRUSS:: WHICH COULD FORCE THE. PLATE OFF THE TRUSS.. ROOF DIAPHRAGM NAILING SCHEDULEz F3 RIDGE LINE \ _ Or, 15/32" CDX M PLYWOOD OR CQ9 7/16" OSB RIDGE LINE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ 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 RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 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 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 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. 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 PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" (TYP.) 6'"0" + 6' -On + + + + + + + �:+— + + + + + + + MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY DF FASTENERS %" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 ``— TYVEK / I Y16"O. B. S. / SHEATHING METAL FLASHING 3Y2" UNPERFORATED FLANGE 7/" WEEP — SCREED MAINTAIN BOTTOM OF WEEP SCREED CEMENT PLASTER i 1 1/2" TO 2" ABOVE IN ACCORDANCE rBOTTOM PER ROOF SHEATHING OF WITH ASTMC926 OVER WOOD 2ND FLOOR JOINT ON NOTE THAT THE HOUSE WRAP AND METAL LATH MUST GO OVER THE TOP OF THE WEEP SCREED CEMENT PLASTER OVER BLOCK 1ST FLOOR ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BI CAULKED USING CAULK PER SCOPE OF WORK / %" CEMENT KEEP TOP EDGE PLASTER FINISH OF WEEP SCREED 2" ABOVE TOP OF BLOCK FOR DECORATIVE CEMENTITIOUS FINISH 4"-6" BELOW GRADE WEEP SCREED DETAIL SCALE: N.T.S. TYPICAL HTA 20-18 /HTA 20 INSTALLATION A TYPICAL MTW INSTALLATION LC SE U M 5/8' THI BOI :R TRUSS FOP PLATE U.C: TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION PRE -FAB CHIMNEY CAP FLASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE)LU M 53 EACH JOINT TYP. EXTERIOR FINISH PRE -FAB CHIMNEY Q z � BLOCKING @MID POINT ¢ r U) WHEN CHIMNEY EXCEEDS 6'-0" Z ¢ � o IN HEIGHT o w 06 2 o GALV. METAL — — — 1/2" SHEATHING OR O.S.B. c� � N � FLASHING = O ¢ 2"x4" STUDS @ 16" O.C. MAX. MTL. FLASHING CRICKETJrGALV. TRUSS TOP CHORD I I \–USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION 11A-Alr w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" 36" MAX. ATTACH BLOCKING TO TRUSSES w/ USP USP HTW20 @ EA. CORNER SLOPE MP -34 ANGLE TYPICAL PRE-ENGINEERED WOOD TRUSSES TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL7F I W STD. 90° CONT. #5 HOOK BAR =AB CHIMNEY ASSEMBLY 16" O.C. MAX. 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. STD. 901° � BOND BEAM HOOKF 7F BOND BEAM STEP SCALE: N.T.S. -CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM A/C UNIT (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD 04 v— wzw 04 A/C UNIT HOLD DOWN SCALE: N.T.S. W w W� a Z N N WOO= ZCj O�CVtJiZ �W ~OOW OZ � �QOW �Z �Orw„w� cn� _ wo°� z`� Io WpNVz � WaZI'Z J rpLQ a ° ZZ =WH �F0 00 Q s O v, � u L UN�UPUj �r.� �* ow � wpr uJ uJNQ �g� ��Yzw Z W QO2�cnO'S�tA"V p��0 Q =�0 ZXI.L 2IxZ22 �¢Q 000 r LL O Ll.. Q O t— Q LL N O W � D UCNI ) M O c r I�- z J N Z L0U W WL0 J U') J W 0 0 0 0 0 N N N N N . ,-..r 6 co o M ti t - O 0 0 0 0 0 E c O L cl Q Q C) �- � I � Z oW V CY) o � U Uo�Q LL i W OF --14— Iz W H W �.� ~OOOQ LLzzLL: �-i w �-- O :S� z Q Q) Lnzz C)SN11 :5 CAPACITY IS BASED ON CONCRETE EMBEDMENT; REFER TO MANUFACTURER FOR GROUT FILLED CMU NOT,IDRIUE NAILS THROUGH THF -'TRUSS PLATE ON THE OPPOSITE ,5IQE OF THE TRUSS:: WHICH COULD FORCE THE. PLATE OFF THE TRUSS.. ROOF DIAPHRAGM NAILING SCHEDULEz F3 RIDGE LINE \ _ Or, 15/32" CDX M PLYWOOD OR CQ9 7/16" OSB RIDGE LINE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ 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 RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 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 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 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. 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 PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" (TYP.) 6'"0" + 6' -On + + + + + + + �:+— + + + + + + + MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY DF FASTENERS %" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 ``— TYVEK / I Y16"O. B. S. / SHEATHING METAL FLASHING 3Y2" UNPERFORATED FLANGE 7/" WEEP — SCREED MAINTAIN BOTTOM OF WEEP SCREED CEMENT PLASTER i 1 1/2" TO 2" ABOVE IN ACCORDANCE rBOTTOM PER ROOF SHEATHING OF WITH ASTMC926 OVER WOOD 2ND FLOOR JOINT ON NOTE THAT THE HOUSE WRAP AND METAL LATH MUST GO OVER THE TOP OF THE WEEP SCREED CEMENT PLASTER OVER BLOCK 1ST FLOOR ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BI CAULKED USING CAULK PER SCOPE OF WORK / %" CEMENT KEEP TOP EDGE PLASTER FINISH OF WEEP SCREED 2" ABOVE TOP OF BLOCK FOR DECORATIVE CEMENTITIOUS FINISH 4"-6" BELOW GRADE WEEP SCREED DETAIL SCALE: N.T.S. TYPICAL HTA 20-18 /HTA 20 INSTALLATION A TYPICAL MTW INSTALLATION LC SE U M 5/8' THI BOI :R TRUSS FOP PLATE U.C: TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION PRE -FAB CHIMNEY CAP FLASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE)LU M 53 EACH JOINT TYP. EXTERIOR FINISH PRE -FAB CHIMNEY Q z � BLOCKING @MID POINT ¢ r U) WHEN CHIMNEY EXCEEDS 6'-0" Z ¢ � o IN HEIGHT o w 06 2 o GALV. METAL — — — 1/2" SHEATHING OR O.S.B. c� � N � FLASHING = O ¢ 2"x4" STUDS @ 16" O.C. MAX. MTL. FLASHING CRICKETJrGALV. TRUSS TOP CHORD I I \–USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION 11A-Alr w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" 36" MAX. ATTACH BLOCKING TO TRUSSES w/ USP USP HTW20 @ EA. CORNER SLOPE MP -34 ANGLE TYPICAL PRE-ENGINEERED WOOD TRUSSES TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL7F I W STD. 90° CONT. #5 HOOK BAR =AB CHIMNEY ASSEMBLY 16" O.C. MAX. 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. STD. 901° � BOND BEAM HOOKF 7F BOND BEAM STEP SCALE: N.T.S. -CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM A/C UNIT (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD 04 v— wzw 04 A/C UNIT HOLD DOWN SCALE: N.T.S. W w W� a Z N N WOO= ZCj O�CVtJiZ �W ~OOW OZ � �QOW �Z �Orw„w� cn� _ wo°� z`� Io WpNVz � WaZI'Z J rpLQ a ° ZZ =WH �F0 00 Q s O v, � u L UN�UPUj �r.� �* ow � wpr uJ uJNQ �g� ��Yzw Z W QO2�cnO'S�tA"V p��0 Q =�0 ZXI.L 2IxZ22 �¢Q 000 r LL O Ll.. Q O t— Q LL N O W � D UCNI ) M O c r I�- z J N Z L0U W WL0 J U') J W 0 0 0 0 0 N N N N N . ,-..r 6 co o M ti t - O 0 0 0 0 0 E c O L cl Q Q C) �- � I � Z oW V CY) o � U Uo�Q LL i W OF --14— Iz W H W �.� ~OOOQ LLzzLL: �-i w �-- O :S� z Q Q) Lnzz C)SN11 :5 %" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 ``— TYVEK / I Y16"O. B. S. / SHEATHING METAL FLASHING 3Y2" UNPERFORATED FLANGE 7/" WEEP — SCREED MAINTAIN BOTTOM OF WEEP SCREED CEMENT PLASTER i 1 1/2" TO 2" ABOVE IN ACCORDANCE rBOTTOM PER ROOF SHEATHING OF WITH ASTMC926 OVER WOOD 2ND FLOOR JOINT ON NOTE THAT THE HOUSE WRAP AND METAL LATH MUST GO OVER THE TOP OF THE WEEP SCREED CEMENT PLASTER OVER BLOCK 1ST FLOOR ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BI CAULKED USING CAULK PER SCOPE OF WORK / %" CEMENT KEEP TOP EDGE PLASTER FINISH OF WEEP SCREED 2" ABOVE TOP OF BLOCK FOR DECORATIVE CEMENTITIOUS FINISH 4"-6" BELOW GRADE WEEP SCREED DETAIL SCALE: N.T.S. TYPICAL HTA 20-18 /HTA 20 INSTALLATION A TYPICAL MTW INSTALLATION LC SE U M 5/8' THI BOI :R TRUSS FOP PLATE U.C: TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION PRE -FAB CHIMNEY CAP FLASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE)LU M 53 EACH JOINT TYP. EXTERIOR FINISH PRE -FAB CHIMNEY Q z � BLOCKING @MID POINT ¢ r U) WHEN CHIMNEY EXCEEDS 6'-0" Z ¢ � o IN HEIGHT o w 06 2 o GALV. METAL — — — 1/2" SHEATHING OR O.S.B. c� � N � FLASHING = O ¢ 2"x4" STUDS @ 16" O.C. MAX. MTL. FLASHING CRICKETJrGALV. TRUSS TOP CHORD I I \–USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION 11A-Alr w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" 36" MAX. ATTACH BLOCKING TO TRUSSES w/ USP USP HTW20 @ EA. CORNER SLOPE MP -34 ANGLE TYPICAL PRE-ENGINEERED WOOD TRUSSES TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL7F I W STD. 90° CONT. #5 HOOK BAR =AB CHIMNEY ASSEMBLY 16" O.C. MAX. 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. STD. 901° � BOND BEAM HOOKF 7F BOND BEAM STEP SCALE: N.T.S. -CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM A/C UNIT (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD 04 v— wzw 04 A/C UNIT HOLD DOWN SCALE: N.T.S. W w W� a Z N N WOO= ZCj O�CVtJiZ �W ~OOW OZ � �QOW �Z �Orw„w� cn� _ wo°� z`� Io WpNVz � WaZI'Z J rpLQ a ° ZZ =WH �F0 00 Q s O v, � u L UN�UPUj �r.� �* ow � wpr uJ uJNQ �g� ��Yzw Z W QO2�cnO'S�tA"V p��0 Q =�0 ZXI.L 2IxZ22 �¢Q 000 r LL O Ll.. Q O t— Q LL N O W � D UCNI ) M O c r I�- z J N Z L0U W WL0 J U') J W 0 0 0 0 0 N N N N N . ,-..r 6 co o M ti t - O 0 0 0 0 0 E c O L cl Q Q C) �- � I � Z oW V CY) o � U Uo�Q LL i W OF --14— Iz W H W �.� ~OOOQ LLzzLL: �-i w �-- O :S� z Q Q) Lnzz C)SN11 :5 TRUSS TOP CHORD I I \–USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION 11A-Alr w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" 36" MAX. ATTACH BLOCKING TO TRUSSES w/ USP USP HTW20 @ EA. CORNER SLOPE MP -34 ANGLE TYPICAL PRE-ENGINEERED WOOD TRUSSES TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL7F I W STD. 90° CONT. #5 HOOK BAR =AB CHIMNEY ASSEMBLY 16" O.C. MAX. 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. STD. 901° � BOND BEAM HOOKF 7F BOND BEAM STEP SCALE: N.T.S. -CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM A/C UNIT (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD 04 v— wzw 04 A/C UNIT HOLD DOWN SCALE: N.T.S. W w W� a Z N N WOO= ZCj O�CVtJiZ �W ~OOW OZ � �QOW �Z �Orw„w� cn� _ wo°� z`� Io WpNVz � WaZI'Z J rpLQ a ° ZZ =WH �F0 00 Q s O v, � u L UN�UPUj �r.� �* ow � wpr uJ uJNQ �g� ��Yzw Z W QO2�cnO'S�tA"V p��0 Q =�0 ZXI.L 2IxZ22 �¢Q 000 r LL O Ll.. Q O t— Q LL N O W � D UCNI ) M O c r I�- z J N Z L0U W WL0 J U') J W 0 0 0 0 0 N N N N N . ,-..r 6 co o M ti t - O 0 0 0 0 0 E c O L cl Q Q C) �- � I � Z oW V CY) o � U Uo�Q LL i W OF --14— Iz W H W �.� ~OOOQ LLzzLL: �-i w �-- O :S� z Q Q) Lnzz C)SN11 :5 a �MMerj O V W 0 W N LAST PLOT DATE o 4/18/2011 O O STRUCTURAL DETAILS (1) LAYER UNDERLAYMENT FOR ROOF PITCH >412 & INSULATION REQUIREMENTS (2) LAYERS UNDERLAYMENT FOR ROOF PITCH<4:12. TRUSS BOTTOM CHORD PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. (2) LAYERS 1"X24" PROPRIETARY TYPE 'X' (2) LAYERS 1"X24" PROPRIETARY TYPE 'X' LOCATION R -VALUE / TYPE OR 2x4 BLOCKING W! 12 GYP. PANELS INSERTED BETWEEN 2" FLOOR GYP. PANELS INSERTED BETWEEN 2" FLOOR 2-16d TOE NAILS @ EACH 5/8"OR 1/2" HIGH STRENGTH HURRICANE ANCHOR @ EACH F& CLG. RUNNERS W/ 2" STEEL H STUDS & CLG. RUNNERS W/ 2" STEEL H STUDS EXT CONC WALL R-4.1 HIGH PERM 5 „ „ „ END (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W! BETWEEN ADJACENT PAIRS OF GYP. PANELS 2X4 BLOCKING @ 48" O.C. MAX. W/ BETWEEN ADJACENT PAIRS OF GYP. PANELS (U.N.O.) (OR / GYP. TYPE X @ SEE UPLIFT SCHEDULE METAL PL. UNDER EA. TRUSS 2X4 BLOCKING @ 48 O.C. MAX. W/ (2) 16d TOE NAILS @EACH END & COVERED USING 6" WIDE 1/2" TYPE "X" GYP. (2) 16d TOE NAILS @EACH END & COVERED USING 6" WIDE 1!2" TYPE "X" GYP. GARAGE W/A HABITABLE ROOM FOR UPLIFT MOISTURE BARRIER GLUED TO ROOF SHEATHING (ATTACHED W/ 1" DRYWALL SCREWS AT 12" GLUED TO ROOF SHEATHING (ATTACHED W/ 1" DRYWALL SCREWS AT 12" EXT FRAME 2 x 4 R -11/R-13 KRAFT FACED ABOVE) CONNECTIONS. PROVIDE O.C. TO METAL FRAMING) O.C. TO METAL FRAMING) S.P.F. DOUBLE (1) USP HTW20 WHEN ROOF COVERING 2X4 LEDGER @ 48" O.C. MAX. 2X4 LEDGER @ 48" O.C. MAX. EXT FRAME 2 x 6 R-19 KRAFT FACED TOP PLATE INSULATIO �� () TRUSS ALIGNED WITH 7/16 O.S.B. MIN. SEE ROOF VERTICALLY NAILED TO 2X4 BLOCKING W! (2) 10d VERTICALLY NAILED TO 2X4 BLOCKING W! 2 10d TOE NAILS EACH END R-30 BLOWN -IN USP SPT24 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 @ CONDITIONED CEILING CONNECTOR 2"x S.P.F. (OR EQUAL) Z�?z2s2z .. ELEV. VARIES 15 LB ROOFING FELT (SHINGLES) FIRE CAULK 115 LB ROOFING FELT (SHINGLES) (INSTALL BAFFELS AT EAVE)L - PRE ENGINEERED ROOF FIRE CAULK �� PRE ENGINEERED ROOF STUDS @ 16" O.C. U.N.O. TRUSS @ 24" O.C. MAX. 7/16 O.S.B. SHEATHING U.N.O. TRUSS @ 24" O.C. MAX. 7/16" O.S.B. SHEATHING U.N.O. 1/2" CDX PLYWOOD OR 7/16" GARAGE SEPARATION (1) ROW 2x BLOCKING @ 5/8" OR 1/2" HIGH R -11/R-13 KRAFT FACED O.S.B. SHEATHING REQ'D. FOR ALUMINUM (GARAGE /LIVING) MID HGT. FOR WALL HGT. STRENGTH CEILING DRIP EDGE ALL EXTERIOR OR SHEAR WALLS BOARD PER CODE (OR ALUMINUM FASCIA AS INDICATED ON THE PLAN. BLOCKING @ 3rd PTS FOR 5/8" GYP. TYPE "X" @ •��N�°�s ATTACH SHEATHING W/ 8d WALL HGT. > 8'-6". GARAGE W/A HABITABLE „ 2x SUB FASCIA 12 N.O. c°N c��`��� COMMON NAILS 4" O.C. FIRE RETARDANT TREATED ' ' FIRE RETARDANT TREATED o4_ ��@ @ SEE THIS SHT FOR ROOM ABOVE) --12" VENTILATED „ �s BOUNDARIES, 6 O.C. @ EDGES, INSULATION CHART W/DRYWALL SCREWS @ SOFFIT O.S.B. 7/16 SHEATHING 4-0 ON O.S.B. 7/16 SHEATHING 4-Q ON a AND @ 12" O.C. @ FIELD USP SPT22 CONNECTOR '''`' EA. SIDE OF WALL NOT `' � EA. SIDE OF WALL NOT 7" O.C. CEILING & 8" O.C."' ''''' STAGGERED OVER PARTY WALL:•••• STAGGERED OVER PARTY WALL. 5/8"- x 10 J BOLT @ 2x P.T. BOTTOM PLATE WALLS 8"x8"X16" KNOCK -OUT „ „ „ R30 MIN. BATT OR BLOCK W/ 1#5 CONT. BURN CLIPS AS PER FIRE WALL BURN CLIPS AS PER FIRE WALL o'��N\M 24 O.C. A 2 x3/16 211 6 x 6 W1.4 x W1.4 SIMPSON RBC @ 36" O.C. W/ 6-10dX 1-1/2 SIMPSON RBC @ 36" O.C. W/ 6-10dX 1-1l2 "` PLATE WASHER (TYP.) 5" BLOWN INSULATION FILLED SOLID NAILS INTO TRUSS BOTTOM CHORD/ MFG. SPECIFICATIONS NAILED NAILS INTO TRUSS BOTTOM CHORD/ MFG. SPECIFICATIONS NAILED /, 3 1/2" MIN. WWF OR FIBERMESH W/GROUT „ INTO TOP/BOT. PLATE ONLY @ SCAB & 3 1/4"X2-3/4" TITEN SCREWS INTO TOP/BOT. PLATE ONLY @ °os SCAB & (3) 1/4 X2-3/4 TITEN SCREWS O 1x2 P.T. HORIZONTAL EACH SIDE OF STEEL'H' STUD EACH SIDE OF STEEL'H' STUD 011 90°HOOK DETAIL > 8" C.M.U. TYPICAL INTO MASONRY. NOTE: RBC CLIPS TO INTO MASONRY. NOTE: RBC CLIPS TO c -6- n NAILER 2x4 SYP. #2 X12" LONG SCAB W/ BE INSTALLED PRIOR TO FURRING 2X4 BLOCKING W/ (2) 10d TOE D Dr D ° BE INSTALLED PRIOR TO FURRING - -. - ° • 10d @ 3" O.C. EACH RBC CLIP STRIP INSTALLATION NAILS @ EACH END @ K.O. BLOCK STD. 99 HOOK (SEE DETAIL) TYPE "S" MORTAR STRIP INSTALLATION @ PRE ENGINEERED ROOF PRE ENGINEERED ROOF CONTINUOUS TO FOOTER BELOW00 � �� ° :o•> • " • � „ „ TRUSS @ 24" O.C. MAX. I TRUSS PERPENDICULAR TO m \� :•:: 2x4 SYP. #2 X12 LONG SCAB W/ 2x4 SYP. #2 X12 LONG SCAB W! WALL @ 24" O.C. MAX. R4.1 MIN. INSULATION < ON EXT. BLOCK WALL ARCHITECTURAL 10d @ 3" O.C. @EACH RBC CLIP 10d @ 3" O.C. @EACH RBC CLIP///--STRENGTH (1) LAYER 1/2" HIGH 24" MIN. LAP () / 1 ,� FINISH OR 5/8 GYP. WB. 2 #5 CONT. 4 1 -4 8 1x2 PT WD FURRING @ 24" O.C.-)W/ 1-3/8" DRYWALL NAILS OR DRYWALL SCREWS. 7" O.C. #3 OR #4 REINFORCING BAR Fy= 4pksi U.N.O. MIN. 1/2" GYPSUM °. CEILING. 8" O.C. WALLS &4" #3 & #4 LAP SPLICE TYPICAL BEARING SHEAR WALL STEPKoc WALLBOARD U.N.O. 2" FLOOR RUNNER W/ 3/16" DIA. X °� t(l) LAYER 1/2" HIGH STRENGTH OR 5/8" 2" FLOOR RUNNER W/ 3/16" DIA. X � O.C. EDGES 1-3/4" TAPCONS @ 16" O.C. GYP. WB. W! 1-3/8" DRYWALL NAILS OR 1-3/4" TAPCONS @ 16" O.C. SCALE: 3/4"=1'-0" R30 INSUL. MIN. S3 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 BASEBOARD (1) #5 VERT. IN FILL O.C. WALLS & 4" O.C. EDGES 1x P.T. NAILER MIN. 2500 PSI CONC. SLAB CELLS (SEE FDN. PLAN 8"X8"X16" CONC. KNOCKOUT BLK. W/ 8"X8"X16" CONC. KNOCKOUT BLK. W/ w R30 INSUL. MIN. USP HTA20 END OF TRUSS W/ 10-10d X #5 REINFORCING BAR TRUSS BOTTOM CHORD OR MIN. PSI MAY VARY PER z U FOR LOCATION) (1) #5 ROD CONT. FILLED W/ GROUT (1) #5 ROD CONT. FILLED W! GROUT @ 2x4 BLOCKING W/ 2-16d TOE �, 1x P.T. NAILER 1-1/2" NAILS INTO TRUSS & 4" #5 LAP SPLICE 1/2"OR 5/8" HIGH STRENGTH MUNICIPALITY a 4"x4" INSPECTION PORT AT R-3 MIN. INSUL. PER F.B.C. (2007 ED.) R-3 MIN. INSUL. PER F.B.C. (2007 ED.) EMBEDMENT INTO CONCRETE (NOTE: NAILS @ EACH END o � BOARD(U.N.O.) (OR 5/8" GYP. CONCRETE SLAB Wt 6X6 c� EACH FILLED CELL TYPICAL S13-602.1ABC.1.1 S13-602.1ABC.1.1 TYPE X SEE UPLIFT SCHEDULE HEADER BLOCK U.N.O.INSTALL HTA20'S PRIOR TO INSTALLING " @GARAGE W/A W1.4XW1.4 WWF OR NOTE: NOTE: THE PROPRIETARY PANELS) HABITABLE ROOM ABOVE) FOR UPLIFT FIBERMESH 1 SEPARATION WALL IN THE ROOF USP HTA20 @ END OF TRUSS W! 10-10d X 1) SEPARATION WALL IN THE ROOF 36" MIN. LAP CONNECTIONS. PROVIDE (1) #5 VERT. IN FILL CELLS (SEE S.P.F. DOUBLE TOP PLATE 1 SYSTEM PROVIDES 2 -HRS 1-1/2" NAILS INTO TRUSS & 4" SYSTEM PROVIDES 2 -HRS () USP HTW20 WHEN FLOOR PLAN FOR LOCATION) _ W EMBEDMENT INTO CONCRETE (NOTE: PROTECTION PER GAASW1002 USP SPT24 CONNECTOR TRUSS ALIGNED WITH PROTECTION PER GAASW1002 #6 REINFORCING BAR GRAD W 0° Z 2) MASONRY WALL PROVIDES 2 -HRS INSTALL HTA20'S PRIOR TO INSTALLING 2) MASONRY WALL PROVIDES 2 -HRS 1/2" GYP. W.B. MIN. @ STUD BELOW E / / D PROTECTION PER UL -U905 THE PROPRIETARY PANELS) #6 LAP SPLICE GARAGE SIDE IF APPLICABLE 2"x S.P.F. (OR EQUAL) PROTECTION PER UL -U905 (1) #5 VERT. IN FILL CELLS (SEE STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID SEE THIS SHT FOR - 6 MIL VAPOR / D � \� EXTEND DECO � 1/2" GYP. WB FLOOR PLAN FOR LOCATION) 112#5 VERT.BIN FILL CELLS SEE #5 REINFORCING a ROWS 2ORBWOCKINGALL T@ 8 6 (2) INSULATION CHART m BARRIER / p \ FINISH 4'-6' 3rd PTS 5/8"- x 10" "J" BOLT COMP. SOIL. \ BELOW GRADE (1) #5 VERT. IN FILL CELLS (SEE z () ( �__ TYPE "S" MORTAR (TYP. Z BAR FOR WALL HGT. > 8-6'. ��„ \ ° FOUNDATION PLAN FOR LOCATIONS) — - +� TYPE S MORTAR (TYP.) FOUNDATION PLAN FOR LOCATIONS) ) �i (COMPACTED TO 95% // / / / \ MIN. 2500 PSI CONC. SLAB 24 O.C. W/ 2 ^ x 3/16 \ STD. 90 HOOK MIN. 2500 PSI CONC. SLAB `t `r w USP SPT22 CONNECTOR MODIFIED PROCTOR �\ -^ w 2 PLATE WASHER (TYP.) (SEE DETAIL) MIN. PSI MAY VARY PER MUNICIPALITY z U 4"x4"INSPECTION PORT AT MIN. PSI MAY VARY PER MUNICIPALITY z w 4"x4" INSPECTION PORT AT v 2x P.T. BOTTOM PLATE ASTM D1557) EACH FILL CELL TYPICAL 6X6 W1.4XW1.4 WWF a EACH FILL CELL TYPICAL 5" 6 x 6 W1.4 x W1.4 NOTES: 6X6 W1.4XW1.4 WWF a � C3 1/2" MIN. WWF OR FIBERMESH 3" IN. CLR. 1, FILL ALL CELLS WHEN STEM WALIL OR FIBERMESH N a _ N 1x P.T. BASE NAILER c`�� g a (2) #5 RE BAR CONT. 1x P.T. BASE NAILER iv OR FIBERMESH ;n •� - - - - - ON 3" CHAIRS TYP. IS GREATER THAN 24" BUT LESS ¢ 4 1 -4 THAN 40". ch M `� ch UJ U.N.O. 2. FOR STEM WALLS GREATER THAN — _ _ — _ 40" HIGH CONSULT ENGINEER. _ °D Z// / ^ d 3 1/2"(min) TO 4" • D i .%\ 3 1/2"(min.)- 4„ D..' °. 6 MIL VAPOR BARRIER / / / 6 MIL VAPOR BARRIER / ' / / T? TYPICAL MONO FOOTING WALL SECTION 1p" 2 #S CONT. SCALE: N.T.S. S3 / \/// / // /// / \ \/�� ��/ �// �// \ O �/\ #5 STD. 90 HOOK MIN. U.N.O. 8" 1'-4" 8" 8"' 1'-4" 8" ALTERNATE TYPICAL BEARING 2x S.P.F. STUDS @ 16" O.C. ALT. FIRE WALL DETAIL AT COMMON WALL 1A ALT. FIRE WALL DETAIL AT COMMON WALL g REBAR DETAILS F WALL STEP W/O SHEAR WALL rcC 2x STUD SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 LOAD BEARING O I I SCALE: 3/4"=1'-0" 53 EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD (1) ROW 2x BLOCKING @ MID P.T.2x „ _�----1/2OLD GYP. BD. SEE CC/S3 N #5 VERT. IN FILLED CELL HGT. FOR WALL HGT. <_ 8'-6". (1) ROW 2x BLOCKING @ MID 2 1/2" FROM SLAB NOTE: (2) ROWS 2x BLOCKING @ 3rd HGT. FOR WALL HGT. < 8'-6". z OR G/S3 FOR „ „ „ SEE SECTION C/S3 FOR „ U CONT. BEAD 5/8"x6 J BOLTS PTS FOR WALL HGT. > 8-6 . (2) ROWS 2x BLOCKING @ 3rd ARIE Q'-0 J ANCHOR ADDITIONAL INFORMATION „ SEALANT " BOLT @ 24' O.C. VERT. PTS FOR WALL HGT. > 8-6 . 4. ° ¢ „ 2X STUDS (a� 24 O.C. U.N.O. BOLT INFO. OR 5/8" x 6" EPDXY 1/2" GYP. WB (MIN.) @ 3/4" RECESS FOR ----\ x 6 W1.4 x W1.4 . ' •a GARAGE SIDE IF APPLICABLE. 1/2" GYP. WB (MIN.) @GARAGE z S.G.D. (U.N.O.) WWF OR FIBERMESH N E ° '4 33 1/2" SPT22 TYP. *USPI BOLT USP SPT22 CONNECTOR r E 5/8"- EXPANSION BOLT @24" O.C. SIDE IF APPLICABLE. 'v M .. ° - INTERIOR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 1/4" DIA. X 3 1/4" TAPCONS @ 24 _ GARAGE 2x P.T. PLATE 2x P.T. PLATE 3500#, MIN. TENSION 2600#) O/C & @ 6 MAX FROM END OF 2 x o 0 1/2" GYPSUM WALLBOARD U.N.O. ASSUMED FINIISHED SPACE ANCHOR ;_ PLATE N - °- -•° /j� W/ DRYWALL SCREWS 8"O.C. GRADE BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - 2 #5 CONT. ON 3 c \ w \' ° o / CONCRETE NAILS @ " ' () 6 x 6 W1.4 x W1.4 \ ° W 1-1/4 EMBEDMENT 12 O.C. STAGGERED MONO OR - - _ _ _ - p. Z END OF 2" x PLATE WWF OR FIBERMESH c� CHAIRS (TYP) WWF OR FIBERMESH FROM BOTTOM PLATE TO CONCRETE SEE THIS SHEET FOR STEMWALL c '•• D °' D D - - - D _� • _ _ - / a a ° \\' (MIN. SHEAR 180# MIN. TENSION 120#) INSULATIONCONT. BEAD SEALANT c - FOOTING MONO d. D L d D ,' d p D• o M CONCRETE SLAB _ d SHOWN FOR ' D• D .°. .°D \ P 'D o �� -ter 6x6W1.4xW1.4 CLARITY D p ° DD ° P /\�\\ \ ° \ /\\/\�� \/\\ \ D ° \ \\ \\ SEE A/S3 FOR ­"Z \ r\\ r\ r o- q- \ . o WWF OR FIBERMES M NOTE: g \\ \\ \\ \ REINF. INFO. 4 1'-4 8' —°_ - o, _ FOR BEARING WALL W/ \\ (2) #5 CONT. \ /\\/�/ //j\/\\/�/ SEE TYP. WALL SECTION FOR 6 MIL VAPOR UPLIFT ONLY ON 3° 8„ 1, 4„ 8„ 8„ 1, 4„ 8„ NIt BARRIER ADDITIONAL SLAB INFORMATION. \ �\ X\ X\ �\ / CHAIRS (TYP.) � (1) #5 STEEL (CONT. � � TYPICAL INTERIOR TYPICAL INTERIOR BEARING "' ON CHAIRS 4" 4" FRAME WALL TO C.M.U. WALL CONNECTION rD BEARING WALL W/ UPLIFT G WALL W/OUT UPLIFT rGG SLAB STEP & RECESS MM INTERIOR WALL SLAB STEP NON-BRG. K SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" 3SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S3ADDITIONAL SLAB INFORMATION. ADDITIONAL SLAB INFORMATION ADDITIONAL INFORMATION.��SADDITIONAL SLAB INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND MASONRY WALL AND MASONRY WALL AND PAD FOOTING 8"x4"x16" NOMINAL I II II a I� 3/8" MORTAR BETWEEN COURSES PAVERS--� O.H.D. RECESS �r z 13' � PAD FOOTING -^ BLOCK WITH 3/8" 13' O.H.D. RECESS d EXTEND FILL CELLS L _ -_�L ----- JL ___ -----Jt _ --------- JL-------- 3/8 MORTAR BETWEEN N 8" MASONRY WALL TO FOUNDATION PAD MORTAR BETWEEN I n n u - SLAB & BLOCK 6 x 6 W1.4 x W1.4 CONT. FOOTING STEEL MAT REINFORCING. N ' COURSES CUT TO I u u u u u —•, -!-' . `� r I II II II II �' II 3 1/2"(min.)- 4" WWF OR FIBERMESH _ SLOPE. I u II II II M II ELEV. 0'-0" q .a' •: '''�' °!�~ _ M co ELEV. -0'-41/2"-- ---��---J�--- ° ° °:. A.F.F. a - - -' ° _ e a y GRADE /•�v a. 4" oa '�-,_ILII r p - U w Z_ A.F.F. ° - °' ' 4 °" 4 ELEV. -Q'-3 1/2" Z �\ \ \ \ o \ -� II:�I H 00 d W D \ \ \ U ° '4 ° ... d • .. ° ° A .4. ° ' • ° °. °• '•' ° a d O\�� \\� �'.+. '+' { , i. ! / SEE A/S3 OR I=1 I=1 I I •—� - o w cn w � / • • • • / z °4 A.F.F. O ,^ . z¢ ° . 2X4 CON °.. o... . .° \�\� \�°xx .:.', <': J/S6 FOR'.,'i U °4'd' 4° no S A. N / / SEEA/S3OR� REINF. INFO. �i I�I \ / / / w \/\/\ \/\ / FOOTING /� I I—I I — = — \ \ \\ U GARAGE DEPTH VARIES ° a 4 8 J/S6 FOR \ 3" MIN. CLEARANCE -I I I I -III I I III- �\ BEYOND ° °: , MI N• I I ii1- i I-, PAD REINFORCEMENT �\ / 3" MIN. CLEARANCE a . • ° ° 4 REINF. INFO. 1'-4`' (1 STORY) 1'-4" 1ST STORY) CLEARANCE FOOTING WIDTH 1'-8 (2 STORY) ( (SEE SCHEDULE) 1'-8 (2 ST RY) SEE SCHEDULE GARAGE SLAB AT STEP B TYPICAL THICKENED SLAB EDGE L GARAGE DOOR SLAB RECESS ,�,� GARAGE DOOR SLAB RECESS JJ PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0"SCALE: 3/4'=1'-0" 53 SEE TYP. VVALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SEGTION FOR SCALE: N.T.S. S3 S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. co ~in zU r N WwzaQ_aZ Vj � aw—a,o VOV 3 LL OW > Lu0Go � N 0� 10 2 OLu CJ r Z Q I"_QOW :�Z LL�a w N� °a°QZ Z� g U Z 04 W UJI w >- Q2 mZ W ZF–?J �Q CL WNFF-_a =�'Sm(n NW 0 v, � u �000' )o bb� ai � �riri'nM «� L� +�•+ c�SNN N all uN(hUP; (LLI LLJ `•� 1 u ivi w O �-• wuj ~Q W �.�.i w�Yzw z Q 7O OO J Q =°owm XJn oU�cai 0XzoWaf 0zmuj > O � —0CW�E anU) 2u)a 62"WZ¢ O X 0OQ U-¢ O FQw O Z O N 0 N O 0� O 0 M p 0ti U-T7 c].. Q (D W I-- � < m Z —i N Z 0 U W wLo J Lc) r �•- .. 0 (V 0 CV 0 cV 0 cV 0 CV O •rel 6 ,q ,q cD r fes- O M 07 A r I-� r Q 0 0 0 0 0 0 I O o O O .- `�.r/ CV M 4 4 r , z Z O vW WU�o W > •� pQ U cn Uo L� uj oW�Q 0 IL W .� X0000 >z �z�� Lu CLzzLL �zzLL O�2z ^ ,0. N W Q Za L Z U) O o�a U (Y� o U W W N S3 Os M > N I LAST PLOT DATE 4/18/2011 o O 4.1 O STRUCTURAL H DETAILS—MONO 1/2" MINIMUM CEMENT FINISH STANDARD 3 DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3 DIA. FOR CLEAN-OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.MI.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN—OUT A SCALE: N.T.S. SLS REF)=R TO WINIDOW PRODUCT APPROVAL SHEET5 FOR INSTALLATION INFORMATION 5Y MANUFACTURER. TYFIC,AL SECTION THfRU WINDOW B S4 (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITON 4:12. 12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0/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 BLOCKING YP. COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD _ -_ USP SPT22 @ EA. STUD 2x P.T. PLATE /ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/ICEL W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #MOISTURE BARRIER CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLEDW/ STD. 90^ HOOK IN K.O. B KNEE WALL ABOVE MASONRY WALL DETAIL F 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 SCALE: N.T.S. VERTICAL JAM 5/8 DIA. x 8 J -BOLTS AT 6-3/4", 41-314", 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. 2 x 6 P W/MOUNTING ANGLE TOP MOLDING ;ARAGE DOOR 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 BLOCK W/ (1) #5� NOTCH LINTEL WHERE REQUIRED -7 FOR CONCRETE PLACEMENT NOTES: O1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", BROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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. TYPICAL FILLED LINTEL ASSEMBLY G SCALE: N.T.S. S4 FORM CONCRETE INSET TO WIDTH OF OPENING VAR( CREATE A SOLID BASE FOR BLOCK WALL ABOVE. 1/2"X91/2" PLYWOOD SCRAP MATERIAL J I '/ \ rr w 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.) SCALE: N.T.S. SEEPLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL P SCALE: N.T.S. S4 7 5/8" g 7 5/8" 8" 7 5/8" 8" -A SOLID ARTIT EAS ARE ❑ — — SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR-\ ❑ SAW CUT TO 10 1/2" ❑ SAW CUT TO 10 1/2" ❑ FULL 8x8x16 WALL BLOCK DOOR OPENING DOOR OPENING DOOR OPENING—CL Fill EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ Fol __-_A --- o _-- 1 ST 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 foD SCALE: N.T.S. S4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE l NAILS @ EACH END w U V 2x TOP PLATE DOUBLE 2x TOP PLA' - (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & (2) LAYERS UNDERLAYMENT FOR ROOF PIT0H 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 1/8" THICK. CRICKET AS REQUIRED USP SPT24 @ EA. STUD -= 2x CRIPPLES @ 16" O.C. - EQUAL TO TRUSS BOTTOM 2" x 4" WALL 1/2" EXTERIOR GRADE CHORD OR BLOCKING X1911 �MiNJ • SHEATHING FASTENED TO II�I�'I N ■VIII TRUSSES WITH 8d COMMON --_ MINE @ 4" O.C. FROM EACH HEADER �IiCI 24" O.C. MAX. � -. - • .. 1191' BOUNDARIES 6" O/C EDGES & ■101 A • • - 111�� 8" O/C FIELD �IIII PER PLAN • � Ilel� 2X4 PT STUDS @ 16" O.C. ■Fill REINF. INFO. 2x BOTTOM PLATE W/ (1) 10d @ 8" �II�■ ° a MilliMINE �I�II BOTTOM SPLICE IIID OVER STUD NOTES: O1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", BROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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. TYPICAL FILLED LINTEL ASSEMBLY G SCALE: N.T.S. S4 FORM CONCRETE INSET TO WIDTH OF OPENING VAR( CREATE A SOLID BASE FOR BLOCK WALL ABOVE. 1/2"X91/2" PLYWOOD SCRAP MATERIAL J I '/ \ rr w 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.) SCALE: N.T.S. SEEPLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL P SCALE: N.T.S. S4 7 5/8" g 7 5/8" 8" 7 5/8" 8" -A SOLID ARTIT EAS ARE ❑ — — SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR-\ ❑ SAW CUT TO 10 1/2" ❑ SAW CUT TO 10 1/2" ❑ FULL 8x8x16 WALL BLOCK DOOR OPENING DOOR OPENING DOOR OPENING—CL Fill EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ Fol __-_A --- o _-- 1 ST 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 foD SCALE: N.T.S. S4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE l NAILS @ EACH END w U V 2x TOP PLATE DOUBLE 2x TOP PLA' - (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & (2) LAYERS UNDERLAYMENT FOR ROOF PIT0H 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 1/8" THICK. CRICKET AS REQUIRED USP SPT24 @ EA. STUD -= 2x CRIPPLES @ 16" O.C. - EQUAL TO TRUSS BOTTOM 2" x 4" WALL 1/2" EXTERIOR GRADE CHORD OR BLOCKING JACKS �MiNJ • SHEATHING FASTENED TO STUDS N SIZE TRUSSES WITH 8d COMMON G . ' 10d @ 8" O/C 2x STUD @ @ 4" O.C. FROM EACH HEADER WIRE NAILS @ 4" O/C 24" O.C. MAX. FACE TO BLOCKING BLOCKING ( P.) BOUNDARIES 6" O/C EDGES & (1) A 2x P.T. PLATE OR EQUAL @ 12" O.C. (2) 2x HEADER 8" O/C FIELD SEE A/S3 FOR STAGGERED FROM BOT. PER PLAN NOTE: PLATE TO CONCRETE 2X4 PT STUDS @ 16" O.C. PLATE LENGTHS MUST BE REINF. INFO. 2x BOTTOM PLATE W/ (1) 10d @ 8" AT LEAST 8'-0" LONG. TYPICAL ° a (2) 2X4 PT STUDS UNDER BOTTOM SPLICE 0 Lu co OVER STUD TYPICAL INTERIOR NOW HIP CARRIER/GIRDER K�_ }Qwowm M BEARING WOOD FRAME WALLJ TOP PLATE SPLICE DETAIL SCALE: N.T.S. S4 TRUSS SCALE: N.T.S. S4 w o I- USP HTA20 @ EA. STUD MAIN SPAN MOISTURE ROOF TRUSS BARRIER u v 00 Lo ON m 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 W UI LIJ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL TOP SPLICE �-2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) 2-16d NAILS @ 24" O.C. OR -= 2x CRIPPLES @ 16" O.C. - EQUAL TO TRUSS BOTTOM 2" x 4" WALL 2" x 6" WALL CHORD OR BLOCKING JACKS �MiNJ • JACKS STUDS N SIZE 2x BLOCKING @EACH END W/ 10d G . ' 10d @ 8" O/C 2x STUD @ @ 4" O.C. FROM EACH HEADER • �NCF 24" O.C. MAX. FACE TO BLOCKING (1) PROVIDE HILTI X -CF NAILS (1) A 2x P.T. PLATE OR EQUAL @ 12" O.C. (2) 2x HEADER (2) SEE A/S3 FOR STAGGERED FROM BOT. PER PLAN NOTE: PLATE TO CONCRETE 9'-16' PLATE LENGTHS MUST BE REINF. INFO. 2x BOTTOM PLATE W/ (1) 10d @ 8" AT LEAST 8'-0" LONG. TYPICAL ° a VARIES O.C. TO EACH HEADER FACE BOTTOM SPLICE 0 Lu co OVER STUD TYPICAL INTERIOR NOW 2 x 6 (MIN.) FRAME K�_ }Qwowm M BEARING WOOD FRAME WALLJ WALL HEADER DETAIL TOP PLATE SPLICE DETAIL SCALE: N.T.S. S4 SCALE: N..T.S. S4 SCALE: N.T.S. S4 w o F- 2240 LBS HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS N SIZE EA END EA END EA END EA END #5 CONT. & 1'- 4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) 1 (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 2x CRIPPLES 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ - GARAGE ENTRY FORM DETAIL 8" 0/C TYP. GARAGE DOC GARAGE DOOR ROLLER CONNECTION ASSEMBLY TRAVEL DIRECTION OF GARAGE DOOR C SCALE: N.T.S. DOUBLE 2x4— CRIPPLE STUD -TRACK MOUNTING BRACKET TYPICAL (U.N.O.) 7111 GARAGE DOOR TRACK POURED CONCRETE BASE FOR BOTTOM OF MOUNTING / BLOCK WALL. RECESSED TO BE 2" ABOVE FINISHED SPACE FOR GARAGE DOOR GARAGE FLOOR. AND WATER SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2 -ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3 -ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER DOUBLE 2 X 12 #2 SYP HEADER W/ 1/2" FLITCH PLATE (U.N.O.) 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 Oo O'OFi�7� P.T. BOT. PLATE G ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT WALL HEADER DETAIL K'Q SCALE: N.T.S. S4 USP USP SPT4 SPT241 fF 2X4 STUDS @ 24" O.C. 0.. SCALE: N.T.sk S4 LISP USP SPT4]SPT2 C USP SPT4 2X4 TOP PLATE OVERLAPPING \\�\ NAILED \\� \ INTO 10d (NAILS @ 6" \\ \ TRANSOM STAGGERED TRANSOM FRAMING FRAMING FRAMING P.T. SEE SECTION AA/S1 \ ATE AND BB/S1 FORto ADDITIONAL DETAILS \& USP SPT4 USP /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X PL 04 USP SPT4 2X8 WALL ABOVE ,?y-3OZ w (L ENTRY SCALE: N.T.sk S4 LISP USP SPT4]SPT2 C USP SPT4 2X4 TOP PLATE OVERLAPPING \\�\ NAILED \\� \ INTO 10d (NAILS @ 6" \\ \ TRANSOM STAGGERED TRANSOM FRAMING FRAMING FRAMING P.T. SEE SECTION AA/S1 \ ATE AND BB/S1 FORto ADDITIONAL DETAILS \& USP SPT4 USP RECESS LINTEL 'r a 4. • 4 aa. D SPT22 USP SPT4 1 SP SPT22 SP SPT4 USP SPT4 J -BOLTS @ 24" O.C. RECESS M' LINTEL • 2X P.T. PLATE 4. Qa. 2XI P.T. BOTTOM rLATE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X4 BLOCKING ---(2) 16d TOE NAILS EA. BLOCKING w w 04 2X8 WALL ABOVE ,?y-3OZ w (L ENTRY N N �00._j Ow K.O. BLOCK W/(1) OCU z wzw- #5 CONT. & NAILED IN \ TRANSOM \\ � \ \\�\� ozd FRAMING TRANSOM FRAMING MASONRY WALL Do SEE SECTION AA/S1 AND \� \ Z 9 Z w BB/S1 FOR ADDITIONAL DETAILS \0\ ca (D RECESS LINTEL 'r a 4. • 4 aa. D SPT22 USP SPT4 1 SP SPT22 SP SPT4 USP SPT4 J -BOLTS @ 24" O.C. RECESS M' LINTEL • 2X P.T. PLATE 4. Qa. 2XI P.T. BOTTOM rLATE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X4 BLOCKING ---(2) 16d TOE NAILS SP SPT4 ��10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A, STAGGERED TRANSOM FRAMING 0 o BEYOND. — PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" $4 O/C BOUNDARIES 6" O/C EDGES B & 8" 0/C FIELD PLYWOOD SHEATHING MASONRY —i ieo WALL BELOW 5/8"X10" J -BOLTS @ 24" O.C. SPT4 2X8 P.T. BOTTOM' PLATE 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 0 EA. BLOCKING w w 04 2X8 WALL ABOVE ,?y-3OZ w (L ENTRY N N �00._j Ow K.O. BLOCK W/(1) OCU z wzw- #5 CONT. & W) FILLED 5/8"X10" J -BOLTS ozd @ 2'-0" O.C. C MASONRY WALL SP SPT4 ��10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A, STAGGERED TRANSOM FRAMING 0 o BEYOND. — PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" $4 O/C BOUNDARIES 6" O/C EDGES B & 8" 0/C FIELD PLYWOOD SHEATHING MASONRY —i ieo WALL BELOW 5/8"X10" J -BOLTS @ 24" O.C. SPT4 2X8 P.T. BOTTOM' PLATE 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 0 w w 04 ,?y-3OZ w (L N N �00._j Ow OCU z wzw- 28 N W) ozd -COW Zj3 Do h- C] r- W Z 9 Z w :W� ca (D 0 Lu co o Ln -k LU og8z K�_ }Qwowm Fw- -� �oxoa wcni--a in co w o 0 u v 00 Lo ON m 3� o 42 It W UI LIJ ILLI cd w Q l— �0 �X� ¢gYzOJO o u-0g� 0 OU)Wwozofroomzz 0 w Fn Ir a- - ozWZ0w0pa (/) LL __,o __,o ¢Ow �I-� gujzg Q 0W C 0Q� s� O Z O O N N O 0 M O Q > L rn cum F— QN Z J N Z0U W WL0 J U-) \(1)\' r� C:), o a �- O N O N O N O N O N O • rl O O CD r. O M M �- I__ O� 0 0 0 0 0 I O .@ ` p O 0 O .- N M r� z Z O V .� p W D WUr? O U r^ _—� ( , '� w �ww2 0w�� I/■�I\ Z w r- w •� m00 m 1: X: (Dz�= zz.zLL CLQ,. Z Z LL. �••� �•I w O < < z Q U cO Z cc z �¢0 z U �J d r -i a O U w 2 WS4O N r -q U)U) LAST PLOT DATE o p 4!18/2011 O STRUCTURAL E--� � DETAILS g 2x4 "T" BLOCKING SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS BAC KNAIL 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 USP RT16 OR EQUAL @ AND NAILING SCHEDUL 2x4 OUTLOOKER @ 24" "L" BRACE I 16d NAIL FOR SHEATHING DETAIL 2"x4 24' / REFER TO TOP CORD EA. OUTLOOKER FOR SHEATHING DETAI O.C. (OPTIONAL -SEE BLOCKING FO OUTLOOKER ELEVATIONS) BACKNAIL W/ TOP CORD ATTACHED W/ 10 SEE STRUCTURAL (2) 16d NAILS BLOCKING FOR NAILS @ 4" O.T* - C. SECTION 1A ON FIRST FOUR 45° t 24" MAX TOP CORD �� @ 24" O.C. SHEET S5.1 FOR ROWS OF TOP CORD BLOCKING USP RT16 OR EQUAL NOTES AND NAILING FIRST FOUR TYPICAL USP RT16 OR BLOCKING FOR 4T± 2x8 SYP#2 "L" BRACE FOR FIRST FOUR ROWS 4" MAX @ EA. OUTLOOKER SCHEDULE FOR ROWS OF X -BRACING, AND TRUSSES @ I ,' SHEATHING DETAIL USP RT16 0 TRUSSES @ GABLE TRUSS WEB \ / BLOCKING TOPCHORD EDGES OF 2x4 CROSS BRACE EQUAL @ EA. FIRST FOUR ROWS TO EXTEND @ LEAST OF TRUSSES @ EDGES EQUAL @ EA. �� �� SHEATHINGAPPROX. 8" FROM I OUTLOOKER TRUSSES @ EDGES I 90% OF WEB LENGTH & OF SHEATHING TYPICA DOUBLE TOP PLATE EDGES OF DBL L BRACING DTL TYPICAL RIDGE FASTENED AT OF SHEATHING TYP. NOTCH @BOTTOM 0 2x4 CROSS BRACE APPROX. 2"x4" CROSS BRACE OUTLOOKER 124" MAX SHEATHING TYP. 5 USP HGAM10 W/ (4) \ / INFORMATION "L" BRACE TO EXTEND I APPROX. 8" FROM SCALE: N.T.S. S5 3/16"x1-3/4" WEDGE \ `" / 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 /\ \ TRUSSES & (2)10d TOE NAILS @ LENGTH (SEE TABLE) APPROX. 8" FROM RIDGE S5 I 2"x4" LEDGER (MATCH SPT4 @ E EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) AT LEAST 90% OF WEB 2x4 T BLOCKING 1/4" x 1 11/2" >. \ EA. END I I FASTENED AT EACH JOINT BOTTOM CHORD SLOP STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE I LENGTH (SEE TABLE) 2x4 BLOCKING @ SCREWS / \ 2x4 RAT RUN 2x6 P.T. I GABLE TRUSS 2X6 FRAMED WALL - 48" O.C. I \ BRACING AT TRUSS VERT. WEB W/ (3) 10d & (2)10d TOE — OF ADJACENT SCISSO NAILS @ EA. END GABLE TRUSS / „ SILL 1/2" CDX PLYWOOD OR SEE WALL SECTION I 16d NAIL 24 O.C. ON SPACED @ 48" O/C MAX. I TRUSS) I 1/2" CDX PLYWOOD OR "L" BRACE 7/16" OSB SHEATHING 5/8" OR 1/2" HIGH ` FOR SPACING 2x4 PANEL BLOCKING I TOP OF BOTT. 10dX5" O.0 THROUGH "" 7/16" OSB SHEATHING ATTACHED W/ 10d 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIR ( ATTACHED W/ 10d STRENGTH CEILING �� CHORD INTO P.T. PLAT 1/2' CDX PLYWOOD OR 7/16 @ 48 O/C FOR THE I ATTACHED W/ 10d NAILS @ 4" O.C. -- CHORD FOR 4 8'-0" OF END WALL FROM EA. END TYP. BOTTOM NAILS @ 6" O.C. EDGES BOARD PER CODE I GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS @ 6" O.C. EDGES TYPICAL TRUSS SPANS CORD ATTACHED W/ (2) 16-d TOENAILS I AND 12" O.C. FIELD Wl 10d NAILS @ 6" O.C. TRUSSES FROM EA. ATTACHED W/ 2 10dX3" @ 3" 0/C I 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, 7/16" OSB SHEATHING (2) 16d NAILS - THROUGH CHORD FASTEN WITH 10dx3" @ 4" O/C (2) 16d NAILS BOTTOM ATTACHED � �� �� 6 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 NAILS @ 6" O.C. EDGES 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING PANEL BLOCKING, 5/8 OR 1/2" HIGHACODE1 2x4 BLOCKING @ 24" 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED FIRST 4 ROWS OF TRUSSES FROM EA. END TYP. �• �• �� O.C. FOR THE FIRST (4) ROWS SCALE: N.T.S. S5 FASTEN WITH 10dx3" @ 4" 0/C INSTALLED PER () AND 12 O.C. FIELD FASTEN WITH 10dx3" STRENGTH/C W/ 2 - @ 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" 0/C DIAPHRAGM CEILING BOARD PTOENAILS @ 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 W/ 1 3/8" DRYWAL 2"x6"" P.T. SILL PER CODE FASTENED WITH 8d COOLER NAILS USP HGA10 @ 36 BLOCKING MASONRY WALL FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL MOISTURE BARRIER WEEP SCREED W/ (2) 16-d TOENAILS 10dx3 @ 4 0/C OR 1 1/4" LONG DRYWALL SCREWS COMPLYING O.C. @ 48" 0/C OR SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM 5/8" x 10" "J" BOLT @ 48" O.C. @ "" PLATE STUD D WALL -4 — — — — TRUSS TRUSS CEILING INSTALLED PER MANU DBL. TOP _ _ _ DRYWALL SCREWARCHITECTURAL END WALL @ 4" O/C TYPICAL USP HTA20 @ EA. TRUSS USP HTA20 OR EQ. @ 4'-0" O.C. MOISTURE BARRIER 5/8" OR 1/2" HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WITH ASTM C1002 FOR FIRST 8-0 FROM END 5/8"x 10" "J" BOLT @ 32" MINIMUM 6" FRO VERT. WEB (24" O/C MAX.) TYPICAL. ALTERNATE USP HGA10 CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT WALL 4 0/C TYPICAL ( & 8" O/C WALLS FINISH PLATE SPLICES W/ 332" O.C.O.". PLATE WASHER FASTENEDWITH 8d COOLER NAILS TRUSS) USP SPT24 @ EACH ST VERTICAL @ 4-0" 0/C ALIGNED WITH GABLE OR 1 1/4" LONG DRYWALL SCREWS (2) 2x8" 'L BRACE EXT. WALL CONN. @ WEB, FASTENED WITH (3) NON - LOAD BEARING LOCATION D NOTE: IF EMBEDDED COMPLYING WITH ASTM C1002 FOR SECTION 3 SECTION 4 16d PER SIDE SECTION STRAP MISSED VERTICAL SECTION 2 FIRST 8'-0 FROM END WALL @ 4" WEB; USE O/C TYPICAL SCALE: N.T.S. SCALE: N.T.S. S5 SCISSOR GABLE ��T�� BRACE SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 SCALE: N.T.S. Cv'S MST; USE ON OUTSIDE SCALE: N.T.S. S5 S5 7 ADDITIONAL INFORMATION. AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX 77 'X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. �N . ICV SIN M M x Op � 8d @ 6"O/C WOOD TRUSSES 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) 2"x6" (U.N.O,) "L" BRACE TRUSS CHORD 0'0" - 3-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1)2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8 FULL HEIGHT @ DIAPHRAGM BLOCKING O.C. W/ (2) 10d PER JOINT m • 1 (GABLE END) USP RT -16 N 12 12 CROSS tr U 2X4 STICK LUMBER 1 (D pp ¢ BRACING (SEE a 24" O.0 MAX (2) 16d COMMON NAILS IN LINE WITH JACKS 22n • ' PLAN FOR w 2x6 SYP (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS Z 12, 12"" USP HTW z 10dx3" 0/C 2x4 0 w TOENAI @ 6" 0/C RUNNERS • 2x8 SYP CHORD BRACE • JOINT a _ BRACING W!(3) 10d x 3" • NAILS I 12" MAX (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 (2) 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 W/(4) -3/16"x1-3/4" WEDGE MOISTURE BARRIER STRONG -BAC STRONGBACK & 8-10d x 1 1/2" TO "T" BRACE = 4 1/2") OR EQUAL 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 �.ACH DROPPED FLAT TOPS of (SPACE AS SHOWN FOR 3 -PLY) o HIPS FOR FRAMING n: X d SIDES OF THE COLUMN MASONRY WALL 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (GIRDER NOT DROPPED) NOTE: FOR 3 -PLY) ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD (SPACE AS SHOWN THICKNESS OF THE LAST LAMINATION 2x4 CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ —IQ -"T" BRACE THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION (2x4 SPF) 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES 16d COMMON NAILS. (ONE INTO EACH OUTSIDE 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 WEB. BE (.) VOLUME CEILING 9 DROP HIP DETAIL REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SPACING) BEARING LOCATION CLG L TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS g E N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. 55 SCALE: N.T.S. S5 AS PER BCS] 1-03 SCALE: N.T.S.S5 SCALE S5 SCALE: N.T.S. ADDITIONAL INFORMATION. SCISSOR TRUSS 12 STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O,) "L" BRACE 2"x4" OUTLOOKER @ 24" 0'0" - 3-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1)2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8 FULL HEIGHT @ DIAPHRAGM BLOCKING O.C. W/ (2) 10d PER JOINT y + MINIMUM 2x4 USP RT -16 CROSS tr U Y CORNER JACK. ¢ BRACING (SEE a w PLAN FOR w Z LOCATIONS) w 10dx3" 0/C 2x4 0 (2) 16d PER TOENAI @ 6" 0/C RUNNERS JOINT W/ (2) 16d TYPICAL NAILS I 12" MAX 0 o� -71 o 0 O X Z w O U2 w d ¢ O o rj o O " w w n: X d SIDES OF THE COLUMN MASONRY WALL 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (GIRDER NOT DROPPED) NOTE: FOR 3 -PLY) ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD (SPACE AS SHOWN THICKNESS OF THE LAST LAMINATION 2x4 CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ —IQ -"T" BRACE THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION (2x4 SPF) 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES 16d COMMON NAILS. (ONE INTO EACH OUTSIDE 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 WEB. BE (.) VOLUME CEILING 9 DROP HIP DETAIL REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SPACING) BEARING LOCATION CLG L TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS g E N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. 55 SCALE: N.T.S. S5 AS PER BCS] 1-03 SCALE: N.T.S.S5 SCALE S5 SCALE: N.T.S. ADDITIONAL INFORMATION. SCISSOR TRUSS 12 "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O,) "L" BRACE 2"x4" OUTLOOKER @ 24" 0'0" - 3-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1)2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8 FULL HEIGHT @ DIAPHRAGM BLOCKING O.C. W/ (2) 10d PER JOINT y + MINIMUM 2x4 USP RT -16 CROSS tr U Y CORNER JACK. ¢ BRACING (SEE a PLAN FOR w Z LOCATIONS) w 10dx3" 0/C 2x4 0 (2) 16d PER TOENAI @ 6" 0/C RUNNERS JOINT W/ (2) 16d TYPICAL NAILS I 12" MAX "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O,) "L" BRACE 24" 0'0" - 3-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1)2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8 FULL HEIGHT @ DIAPHRAGM BLOCKING 6.9 MAX. PRE-ENGINEEREOVERLAP TRUSS BRACING OVERLAP 2X4 BRACING @ 48" O.C. AT LEAST TWO TRUSS SPACES 6 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) CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. NOTE: MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING ALTERNATE NON -DROP 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLIE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHTOF GABLE. COSMETIC DROP CEILING FRAMING J GABLE END DETAIL 2) "L° BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. TRUSS BRACING OVERLAP DETAIL M CROSS BRACING DETAIL SCALE: N.T.S. 55 SCISSOR TRUSS SCALE: N.T.S. 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 S5 S5 3 "L" BRACE W/ 10d @ 4" O.C. 12 12 (SEE SCHEDULE FOR SIZE 6.9 MAX. AND LOCATION) 6 9 MAX "L" BRACE W/ 10d @ 4" O/C 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) 5 S5 GABLE TRUSS 6 6 SS S5 �t'.a ELL S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4LEDGER USP LSTA 18 TUDS @ 16" O.C. DS 16"O.C. T24 FRAMED GABLE END BRACING DETAIL r---I� —I DBL. TOP PLATE STU USP C UPLIFT CONNECTIONS - HIP WOOD �� ���������ONT. BEARING USP HGA101(TYP.) CONT. BEARING @ EACH STUD GABLE END BRACING DETAIL GABLE END BRACING DETAIL SICALE: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 NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. V) rn w H VV $ r WQ O O wa°o F- 5; o L 0 W t w Uz_ W � N p >wFF� v -m , �imu. 0z X00LLQ ~ w 0� I - ❑F - w >z z 8 w N0 w 55 �wo❑Im- (D LI) 0 w❑cQi0z z� ❑ } 4=C7I QQ MZ ZJ QQ W 29 m0 0. 111 o iw~❑❑ CL F_ ZZ di Ak 0 ON u '� Lr) cM A'z o 00 �42 IN N Ln Ir, 3i:N.o cd IN }; m N N Q � C:) UNcnUP- r� owuj 19)wpm W w�-¢ W2 -j Q:gvzw z W (� W �pjg J�p�w u-0O0u Jp U ox z zmoz¢ `� H �- RgoZowoomzDU N w a w F0 w w w w¢ > _, Ucn' O Z ¢o<0u, FD wp`omo�a LL Yz¢¢ oa o 0 0<¢LL O Z O N NO U) � � D (' co co C:) r cG> L.. H W ea, Q m04 ~ Z J W Z�U W W LO J L0 0) �....� O O O e- r 0 0 0 0 0 OCV CV N N N . �.•� Cn (O O M 1�- " O�0 0 0 0 0 c i 0 Oo O O o ` ^ j N M it IT z mzt Z ' n wSQ 0 W 0 F- o U �0 Q LIJ Sv Oa�Q ZIY?w .� �m00 F- 1: > Z �z�� ILL IL �zz� Omz CL Q �mZU) a �Z z Z r 0 oo� M� a 0 O v w S5 LO W N r..� LAST PLOT DATE o 4/18/2011 O O STRUCTURAL F—•� F..a DETAILS END JACK 11'-0" MAX. y + w Jq� tr U Y CORNER JACK. ¢ a w Z w x 0 S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4LEDGER USP LSTA 18 TUDS @ 16" O.C. DS 16"O.C. T24 FRAMED GABLE END BRACING DETAIL r---I� —I DBL. TOP PLATE STU USP C UPLIFT CONNECTIONS - HIP WOOD �� ���������ONT. BEARING USP HGA101(TYP.) CONT. BEARING @ EACH STUD GABLE END BRACING DETAIL GABLE END BRACING DETAIL SICALE: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 NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. V) rn w H VV $ r WQ O O wa°o F- 5; o L 0 W t w Uz_ W � N p >wFF� v -m , �imu. 0z X00LLQ ~ w 0� I - ❑F - w >z z 8 w N0 w 55 �wo❑Im- (D LI) 0 w❑cQi0z z� ❑ } 4=C7I QQ MZ ZJ QQ W 29 m0 0. 111 o iw~❑❑ CL F_ ZZ di Ak 0 ON u '� Lr) cM A'z o 00 �42 IN N Ln Ir, 3i:N.o cd IN }; m N N Q � C:) UNcnUP- r� owuj 19)wpm W w�-¢ W2 -j Q:gvzw z W (� W �pjg J�p�w u-0O0u Jp U ox z zmoz¢ `� H �- RgoZowoomzDU N w a w F0 w w w w¢ > _, Ucn' O Z ¢o<0u, FD wp`omo�a LL Yz¢¢ oa o 0 0<¢LL O Z O N NO U) � � D (' co co C:) r cG> L.. H W ea, Q m04 ~ Z J W Z�U W W LO J L0 0) �....� O O O e- r 0 0 0 0 0 OCV CV N N N . �.•� Cn (O O M 1�- " O�0 0 0 0 0 c i 0 Oo O O o ` ^ j N M it IT z mzt Z ' n wSQ 0 W 0 F- o U �0 Q LIJ Sv Oa�Q ZIY?w .� �m00 F- 1: > Z �z�� ILL IL �zz� Omz CL Q �mZU) a �Z z Z r 0 oo� M� a 0 O v w S5 LO W N r..� LAST PLOT DATE o 4/18/2011 O O STRUCTURAL F—•� F..a DETAILS 'I I PROVIDE CONTINUOUS B.U.C. 3/8" ,S„ = NAIL 3/8„ 24" MIN. LAP SPLICE SPACING BLOCKING FROM B.U.C. 8 - 10d NAILS TO 2 - S.P.F. CONST. GRADE TOP PLATE ' 11 „ „„ M TO MASONRY BELOW STUD PER STRAP SPLICE MIN 48” APART 1 -4 6 6 11-41t 6 6 1 -4 FLOOR SYSTEM ; 3/41" 1/2" I 1/210 TYP.-----�---11 1r---------i--Il---i1S „ TYP.------------------------------- m S 1/2 TRUSS 11 II I II III III 1 II II II O__o__Q__Q__o 0 o 0 0 o o II I 1 I I I I 111 1 II I I II N I II II 1 II III II I II II II -� S �. II II I II III I I II II II 0 0 0 0 0 0 2x4 RIBBONS II n I u lu C 111 1 u u u SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING II II I II 111 III I II II II I u 1 11 111 OPENING 111 11 u n u u u 1 m w n i u u NAIL AT BASE 2 (ROWS @ 4" O.C. W/8d COMMON NAIL STRAP MSTAM 36 II II II I 111 C III 11 1 II II SPLICE BEYOND u u u © NAIL AT TOP PLATE TWO ROWS @ 4" O,C. W/8d COMMON NAIL u u u I m m u u u 1 m nl n I © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL PART. PLAN VIEW DETAIL O ' - '- - -"- - ' °' '�• II II II II III I I II 111 II II II I D II II II 11 111 I I 11 111 1I 11 11 1 Q NAIL INT. AT 6" O.C. W/8d COMMON NAIL (2) 2X8 P.T. LEDGER W/ 1/2" X 8" SCALE: 1 1/2"=1'-0" s'6 ll _ _ L _ _IL _ _II 111 I I II III II II II I _________ 111 II II III 11 II II i © STAGGER ALL VERT. JOINTS & NAIL @4"O.C. TITEN HD @ 16" O.C. (2 ROWS) „ TITEN MASONRY WALL FLOOR SYSTEM W/8d COMMON NAIL 6"MIN. SCREWS TOMANSONRY--------- IIL_ __11__ID__lL__I __II__ I O @ NO SPLICE HEADER -NAIL SHEATHING TO WALL PER STRAP HEADER W/8d COMMON NAIL@ 4" o/c DBL. K.O. BLOCK 16 O.C. 2x4 P,T. BASE PLATE TYP. WOOD TO MASONRY CONNECTION W/ MSTAM36 LL WALL SHEATHING INSTALL. & NAILING SCHED. C 2"x4" PANEL BLOCKING @ 48" O/C SEE TYP. 2 -STORY WALL SECTION FOR SCALE: N.T.S. S6 SCALE: N.T.S. S6 FOR THE FIRST 8'-0" OF END ADDITIONAL INFORMATION. WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE (2) LAYERS 1"X24" PROPRIETARY TYPE 'X' GYP. 16d TOE NAILS SECTION J/S6 PANELS INSERTED BETWEEN 2" FLOOR & CLG. 2x STUDS @ 16" O. . DECKING ATTACHED WALL SHEATHING "f (2) 2X8 LEDGER P.7. LEDGER 2X4 BLOCKING @ 48" O.C. MAX. W/ RUNNERS W/ 2" STEEL H STUDS BETWEEN 2"x BOT. PLATE W ATTACHED WALL SHEATHING 24 MIN. LAP SPLICE ATTACHED TOGETHER W/ 2- TO BOTTOM PLATE/CHORD W/ 8d (2) 16d TOE NAILS @ EACH END & ADJACENT PAIRS OF GYP. PANELS COVERED USING (2) 10d @ 6" O.C. CONTINUOUS TO BOTTOM RIBBON ROWS 10d @ 6" O.C. @ 4" 0/C, 2 ROWS STAGGERED GLUED TO ROOF SHEATHING 6" WIDE 1/2" TYPE "X" GYP. (ATTACHED W/ 1" W/ 8d @ 4" O.C., 2 ROWS STAGGERED PART. PLAN VIEW LEDGER 2X4 LEDGER @ 48" O.C. MAX. DRYWALL SCREWS AT 12" O.C. TO METAL FRAMING) LAP SPLICE DETAIL VERTICALLY NAILED TO 2X4 BLOCKING W/ (2) 10d FLOOR JOISTS - SEE FRAMING PLAN TRUSS WEBS W/ (2) 8d (TYP.) 2" CLG. RUNNER TOE NAILS @ EACH END SCALE: 3/4"=1'-0" �'� WEEP SCREED PRE ENGINEERED ROOF FIRE CAULKA 15 LB ROOFING FELT (SHINGLES) 7/16" O.S.B. SHEATHING U.N.O. 2X4 RIBBONS, EACH W/ 4-16d INSTALLED PER MANUF. TRUSS @ 24" O.C. MAX. NAILS INTO EA. FLOOR TRUSS 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ WEEP SCREED (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & O/C FOR THE 1ST 2'-0" OF I I 10-10d X 1 1/2 NAI LS INTO INSTALLED PER. MANUF. (2) LAYERS UNDERLAYMENT FOR ROOF PITON 4:12. END WALL W/ (2)10dx3" @ EA. BLOCKING JOIST & MIN. 4" USP HTA20 @ EA. TRUSS 12 "" "" EMBEDMENT IN CONC. FIRE RETARDANT TREATED W/ 10 - 10d x 1 1/2" NAILS INTO FLOOR PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS END IN70 2x4 BLOCKING O.S.B. 7/16" SHEATHING 4'-0" ON PRE-ENGINEERE TRUSS & MIN. 4" EMBEDMENT IN WOOD TRUSS @ 24" O.C. MAX. 15 LB ROOFING (SHINGLES) EA. SIDE OF WALL NOT FLOORTRUSSES I I KO BLOCK STAGGERED OVER PARTY WALL. ROOFCOVERIN 2ND FLOOR FRAME CONNECTION INSULATIO 15/32" CDX PLYWOOD OR 7/16" R SIMPSOIN RBC @ 36" O.C. W/ 6-10dX 1-1/2 BURN CLIPS AS PER FIRE WALL BAFFLE O.S.B. (SEE ROOF NAILING MFG. SPECIFICATIONS NAILED PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" NAILS IN1T0 TRUSS BOTTOM CHORD/ SCHEDULE ON SHT SN1) S6 SCAB & (3) 1/4"X2-3/4" TITEN SCREWS INTO TOP/BOT. PLATE ONLY @ INSTALLATIO SEE TYP. 2 -STORY WALL SECTIONEACH PER CHART ALUMINUM DRIP EDGE FOR ADDITIONAL INFORMATION. INTO MASONRY. NOTE: RBC CLIPS TO 2x4 SYPP 20X12" LONG SCAB W/ ON SHEET SN BE INSTALLED PRIOR TO FURRING FLOOR CONNECTION STRIP!NSTALLATION 10d @ 3" O.C. @ EACH RBC CLIP D ALUMINUM FASCIA PRE ENGINEERED ROOF @ MASONRY 1ST FLR. SCALE: 3/4"=V-0"' S6 5/8" OR 1/2" HIGH STRENGTH CEILI x SUB FASCIA NOTE: I TRUSS @ 24" O.C. MAX. 1) MASONRY WALL PROVIDES 2- HR SEE TYP. 2 -STORY WALL SECTION BOARD PER CODE W/ 1 3/8" DRYWALL 1/2" GYP. WB PROTECTION PER UL - U905 (AS REQ'D) 2x4 SYP. #2 X12" LONG SCAB W/ FOR ADDITIONAL INFORMATION. ;• 12' VENTILATED SOFFIT NAILS OR DRYWALL SCREWS 7" O/C —"' — 10d @ 3"' :". CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO (1) #5 VERT. IN FILL CELLS (SEE TYPE "S"' MORTAR (TYP.) O.C. @EACH RBC CLIP 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" FOUNDATION PLAN FOR LOCATIONS) --- " 4"x4" INSPECTION PORT AT DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS MIN. 2500 PSI CONC. SLAB EACH FILL CELL TYPICAL 5PT24 OR SPT4 @ 32"o.c, 1x2 NAILER MIN. PSI MAY VARY PER MUNICIPALITY z v ARCHITECTURAL FINISH USP LSTA24 STRAP W/ 8-1od x 1 1i2" NAILS TO STUD - � EXT. ONLY 2 FLOOR RUNNER W/ 3/16 DIA. X 1 LAYER 1/2"' HIGH STRENGTH OR 5/8" & 8-10d x 1 1l2" TO BAND JOIST @ EA. STUD Lu 15/32" MIN. PLYWOOD SHEATHING 6X6 W1.4XW1.4 WWF ( ) ( ) 2X BLOCKING @ EA. WALL OR 7/16" OSB NAILED W/ 8d OR FIBERMESH N z in N _, Z 1-3/4"" TAPCONS @ 16"" O.C. GYP. WB. W/ 1-3/8" DRYWALL NAILS OR COMMON NAILS @ 4" O.C. EDGES, N_ � N ° N ° DRYWALL SCREWS. 7" O.C. CEILING. 8" NOTE: EXTEND SHEATHING TO SHEATHING JOINT STD. 90 HOOK (SEE DETAIL) AND 6" O.C. FIELD (U,N.0) `" ce) v O.C. WALLS & 4" O.C. EDGES 2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER 16" O.C. 2X S.P.F. STUDS o w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 s--�,_.__-__-_, o 8"X8"X116" CONC. KNOCKOUT BLK. W/ R30 INSUL. MIN. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" _ (1) #5 ROD CONT. FILLED W/ GROUT 2x BOT. PLATE W/ (2) 10d @ 6" O.C. OVER METAL LATH. FIRST 2 LAYERS 3/8" / , / 4 a o 1x P.T. NAILER ( @ 0 C N 2"x BOT PLATE W/ 3/4" PLYWOOD DECKING GLUED AND NAILED W/ J THICK EACH. 3RD LAYER 1/8" THICK. ° e . a' R-3 MIN. INSUL. PER F.B.C. (2007 ED.) 2) 1od 6" O.C. w • ; \ S13-602.1ABC.1.1 10d COMMON @ 6" O/C EDGES AND 12'" O.C. FIELD 7) w ° BEAWGIRDER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2 -M -W OSB CHART ONO NOTE: SHEET S3 6 MIL VAPOR BARRIER �� �� �� PER S SEPARATION WALL IN THE ROOF USP HTA20 @ END OF TRUSS W/ 10-10d X (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6"" CLEAN POISONED AND COMP. STD. 90 HOOK 1-1/2" NAILS INTO TRUSS & 4" (SEE DETAIL) SYSTEM PROVIDES 2 -HRS EMBEDMENT INTO CONCRETE (NOTE: O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN D SOIL. (95% MODIFIED PROTECTION PER GA ASW1002 < AREA 1000 SG. FT. OF FLOOR AREA & SEALED PROCTOR PER ASTM D1557) 2) MASONRY WALL PROVIDES 2 -HRS INSTALL HTA20'S PRIOR TO INSTALLING PENATRATION AREA W/ FOAM. DRAFTSTOPPINGTHE PROPRIETARY PANELS) SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. S6 (4) # 5 CONT. ON 3" CHAIR PROTECTION PER UL -0905 EQUAL AREAS. 2 - HOUR MAS. FIREWALL(1) #5 VERT. IN FILL CELLS (SEE FLOOR TRUSSMOIST W/ STEP SECTION --KOA (1) #5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATION) FLOOR SYSTEM METAL SEAT FILL CELL PLAN FOR LOCATIONS) ER PLAN PLATE - O - SCALE: 3/4" = V-0"' S6 (2) 2X8 P.T. LEDGER W/ 1/2" X 8"" TITEN HD @ 16" O.C. (2 ROWS) NOTES: 6 1) LAP SHEATHING TO BOTTOM OF 4"x4" INSPECTION PORT AT TYPICAL 3/4" PLYWOOD DECKING w EACH FILL CELL TYPICAL 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR , 2" CLG. RUNNER 2X4 BLOCKING W/ (2) 10d TOE NAILS @ EACH END GLUED AND NAILED W/ 8d 1x P.T. BASE NAILER 2ND FLOOR FRAME CONNECTION F COMMON @ 6' O.C. 5/8" GYP. TYPE "X" @ GARAGEONLY) W/1 j15 LB ROOFING FELT (SHINGLES) ? U NAIL FLOOR TRUSS TO LEDGER 3/8" DRYWALL NAILS OR DRYWALL SCREWS FIRE CAULK EDGES AND 12" O.C. FIELD a SEE TYP. 2 -STORY WALL SECTION SCALE: N.T.S. c 7" O/C CEILING & 8' O/C WALLS STD. 9d' HOOK (SEE DETAIL) 7/16 O.S.B. SHEATHING U.N.O. 1/2" GYP. WB OR 3/8" �a N STD. 90° HOOK W/ 4-10d TOENAILS (TYP,) FOR ADDITIONAL INFORMATION. S6 1/2" GYP WB 8"x8"X16" GONG. PLYWOOD/ TYPE 2 -M -W Ni (SEE DETAIL) 2ND FLR OSB (DRAFTSTOPPING) KNOCKOUT BLK. W/1#5 ROD TO BE NAILED W/ 8d INSTALLATION PER CHART ON SHEET SN FIRE RETARDANT N N C14 CONT. FILLED SOLID COMMON @ 6" O/C TO 8"X8"X16" CONC. KNOCKOUT NOTE: LAP SHEATHING TO W/GROUT \ TREATED O.S.B. 7/16" ONE SIDE OF THE FLOOR ( ) #5 ROD CONT. "_ v �t 1 SHEATHING 4"" ON EA0 . TRUSS FOR AN AREA BLOCK W/ <_ FILLED SOLID W/ GROUT BOTTOM OF BAND JOIST TYPE "S" MORTAR (2) LAYERS 1 "X24" PROPRIETARY SIDE OF WALL NOT 1000 SQ. FT. & SEALED ' TYPICAL TYPE 'X' GYP. PANELS INSERTED STAGGERED OVER PARTY PENATRATION AREAS W/ TOP CHORD BRG. ` TOP CHORD BRG. 8"GONG. BLK. FLOOR SYSTE FL OR SYSTEM (2) 2x TOP PLATES CAPACITY BETWEEN 2" FLOOR &CLG. WALL. FOAM. DRAFTSTOPPING USP LSTA24 STRAP W/ 8-10d x 1-1/2" - SHINGLE ROOF- TRUSS SPAN 30' RUNNERS W/ 2" STEEL H STUDS BURN CLIPS AS PER FIRE WALL SHALL DIVIDE THE NAILS TO STUD & 8-10d x 1-1/2" T MAX ADD (1) 2x4 STUD @ EA. TRUSS BETWEEN ADJACENT PAIRS OF CONCEALED SPACE INTO 1x P.T. BASE NAILER BAND JOIST @ EA. STUD BRG. FOR 30'< TRUSS SPAN < 40'(2) GYP. PANELS COVERED USING 6" MFG. SPECIFICATIONS NAILED APPROX. EQUAL AREAS. R-3 MIN. INSUL. PER F.B.C. 2x4 STUDS FOR 40'< TRUSS SPAN < 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 2nd FLOOR WALL 47' (ATTACHED W/ 1" DRYWALL EACH SIDE OF STEEL H STUD GYP WR (OR 5/8" GYP. TYPE " X" @ - TILE ROOF- TRUSS SPAN 25' MAX ( ARCHITECTURAL SCREWS AT 12" O.C. TO METAL 2X4 BLOCKING W/ (2) 10d GARAGE W/ A HABITABLE ROOM ABV) BAND JOIST 2) 10d @ 6" O.C. BOT. PLATE W/ ADD (1) 2x4 STUD @ EA. TRUSS BRG. FRAMING) TOE NAILS @ EACH END W/ 1- 3/8"' DRYWALL NAILS OR DRYWALL (2) FOR 25'< TRUSS SPAN < 32'(2) 2x4 FINISH PRE ENGINEERED ROOF SCREWS 7° o/c CEILING & 8' O/C WALLS STUDS FOR 32'< TRUSS SPAN < 39' (1) #5 VERT. IN FILL CELLS (SEE TRUSS PERPENDICULAR 70 & 4" O.C. EDGES mw FOUNDATION PLAN & NOTES) v WALL @ 24" O.C. MAX. 1/2" GYP.. WB LL J R30 INSUL. MIN. ," -` a (1) LAYER 1/2"" HIGH STRENGTH (1) #5 VERT. IN FILL CELLS (SEE 1x WD FURRING @ 24" O.C. a 4"x4" INSPECTION PORT AT OR 5/8 GYP. WB. W/ 1-3/8 FOUNDATION PLAN FOR LOCATIONS) --- TYPE "S" MORTAR (TYP.) NOTES: USE BASEBOARD o g EACH FILL CELL TYPICAL DRYWALL NAILS OR DRYWALL M MIN. 2500 PSI CONC. SLAB *USP MP4F 24" o.c. �_ MP4F &EXTEND MIN. 2500 PSI CONC. SLAB SCREWS. 7" O.C. CEILING. 8" O.C. MIN. PSI MAY VARY PER MUNICIPALITY w 4"x4" INSPECTION PORT AT @ Jam'` SHEATHING 70 MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH `a• " WALLS & 4" O.C. EDGES ? J EACH FILL CELL TYPICAL W/ 12-8d NAILS v 2" FLOOR RUNNER W/ 3/16" DIA. X 6X6 W1.4XW1.4 WWF BOTTOM OF RIM MUNICIPALITY 4"to 6" BELOW GRADE MOISTURE BARRIER OR FIBERMESH -' z to 0) 1x P.T. BASE NAILER BOARD/BAND 1-3/4" TAPCONS @ 16" O.C. Q - N 0. 1x P.T. NAILER g _ STD. 90° ST FOR HOOK (SEE DETAIL) "' �* 1st FLOOR WALL SHIEAR WALL �. ��- ' USP HTA20 @ END OF TRUSS W/ 10-10d X o u _ _ n _a_ _ , N j / ' 8'X8"X16" CONC. KNOCKOUT BLK. W/ 1-1/2 NAILS INTO TRUSS & 4 - y° o `•�.��- ONLY. o „ A - a -- n ---- FINISH GRADE o. M (1) #5 ROD CONT. FILLED W/ GROUT EMBEDMENT INTO CONCRETE (NOTE: ° r. • ° a `/ io USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS R-3 MIN. INSUL PER F.B.C. (2007 ED.) INSTALL HTA20'S PRIOR TO INSTALLING 6 MIL VAPOR BARRIER �' �� 70 STUD & 8-10d x 1 1/2" TO BAND JOIST @ 6x6 W1.4xW1.4 / o g �/ o z THE PROPRIETARY PANELS) a ' WWF OR FIBERMESH S13-602.1ABC.1.1 (1) #5 VERT. IN FILL CELLS (SEE EA. STUD NOTE: FLOOR PLAN FOR LOCATION) CLEAN POISONED AND COMP. ����\ \, ONNECTION G 1) SEPARATION WALL IN THE ROOF SOIL. (95%MODIFIED 2ND FLOOR FRAME C � j. STD. 90 HOOK SYSTEM PROVIDES 2 -HRS PROCTOR PER ASTM D1557) @WOOD 1ST FLR. SCALE: N.T.S. �'S6 (3) # 5 REBAR ON 3"' AIR 4f' 1'-8"" (SEE DETAIL) PROTECTION PER GA ASW1002 W/3" MIN. CLEARANCE 2) MASONRY WALL PROVIDES 2 -HRS (4) # 5 CONT. ON 3" CHAIR UPLIFT CAP = 928 PLF PROTECTION PER UL -U905 FIREWALL DETAIL TRUSS SHEAR CAP = 355PLF @ TYP 2 -STORY WALL SECTION ,1 PERPENDICULAR TO WALL E TWO STORY PARTY WALL SECTION B SEE TYP. 2 -STORY WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SCALE: N.T.S. 6SCALE: N.T.S6INFORMATION. S6��S S. co w U N � � O w IL O�CVOV ow Z = � N a co �mLo u- p� F00W uf� �1-0- OW Q �of=waz z wagoz Zi.- OOz�Zw QQ w co0— y w =o3mvi O uj u ON v If Li 7� 000 cn (te' +vnn u,m �a 3U) ��:� o 'tN a; tzNNCD e� ow ui wpm W wlwQ �g-�' x� ez� z W LU �O�-1 Q Qat O 10 o af I� g ,� Q `� v D009ZLLLL om�Z�cai p udiwajinwwNu��lr¢p�a- �0Z ¢tea°w<oZuiWo�g�¢ LL p0 w� O ? D a z x Q 1i Q O I— Q U- 0 O Z O ON U) CD 0 MC:) u- ~ > 1_ P N << 0'm~ Z J N ZqU W Lu L0 J L0 r O O O O O N cV N (V N .� O O O M r-� O� O O O O O .N O O O O — } N M d' d' z O_ . ^ V W w_ > U W v0O �a C�• OwLLI �Q Z�rw im F - Lu m00 z =5 >-�Z°LL rte, r � z Q LL i W I— 0�2 d Q) Q U)zz Z0 oda. � a C'� 0 0 v w S6S Lo 0 w N LAST PLOT DATE 0 4/18/2011 O O STRUCTURAL H DETAILS—MONO THEN WRAPPED AROUND STUD PLAN VIEW SCALE: T = V-0" 2x4 SPF NOSING GLUED AND ` NAILED MATCH NOSING ON OTHER TREADS / 3/4" RISER CUT TO FIT ?, MAINTAIN BETWEEN I" j j AND z" GAP TOP AND / BOTTOM, GLUED AND 2x4 / NAILED TO STRINGER Syp blockin for 2x12 TREAD GLUED AND NAILED / / x4 DRAFT TOP I II I 1 � 2x4 PT NOTCHED INTO \2x8 SYP DRYWALL STOP MUSTSTRINGER AND TAPCONED INTO FLOOR WITH GLUE NOT TOUCH STRINGERS 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: 2' = 1'-0" i STRINGER MUST MAKE FULL CONTACT WITH LANDING / I I 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL GLUED TO 2x8 I Ir:N THIO STI In WITH A— FACE OF 2ND RISER 2x SYP CUT TO FIT 1 NI II BEARS IN WALL II i j i j l_,. �----2x12 SYP I I I BEARS IN WALL I I I 1 II I IN U 4 "'�2x6 SYP � / \ / \ 2x4 SYP BLOCKING / / FOR STRAP / 2x4 PT NOTCHED INTO STRINGER \ (SIMPSON TAZ15) / AND NAILED TO FLOOR WITH GLUE BEHIND RISER / / AT STRINGER CONTACT POINTS / F SECTION VIEW "A" SCALE: 1" =1'-0" STRINGER MUST MAKE D FULL CONTACT WITH LANDING zzzz � � 2x SYP CUT TO FIT \I Ir BEARS IN WALL 2x4 CUT ON BEVEL-, DOES NOT BEAR IN WALL SECT 2x12 SYP BEARS E - I IN WALL 1 2x6 SYP / 2x4 PT NOTCHED INTO STRINGER , / AND NAILED TO FLOOR WITH GLUE f AT STRINGER CONTACT POINTS -L L ION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" SECTIION VIEW "B" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER SCALE: 1" = T-0" NOTE: PLYWOOD GLUED & SCREWED TO r THESE DETAILS ARE NOT PLAN PLYWOOD DECKING STRINGER SPECIFIC. THEY ARE PROVIDED TO 2x SYP CUT TO FIT STOP YOU AS A STANDARD TO CONSTRUCT CONN. TO BOTTOM 2x12 SYP STAIRS. REFER TO PLAN DETAILS BEARS IN WALL BULLNOSE FOR RISE AND RUN INFORMATION. THE BLOCK DRAFT STOP 2x4 SPF NOSING GLUED AND ` NAILED MATCH NOSING ON OTHER TREADS / 3/4" RISER CUT TO FIT ?, MAINTAIN BETWEEN I" j j AND z" GAP TOP AND / BOTTOM, GLUED AND 2x4 / NAILED TO STRINGER Syp blockin for 2x12 TREAD GLUED AND NAILED / / x4 DRAFT TOP I II I 1 � 2x4 PT NOTCHED INTO \2x8 SYP DRYWALL STOP MUSTSTRINGER AND TAPCONED INTO FLOOR WITH GLUE NOT TOUCH STRINGERS 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: 2' = 1'-0" i STRINGER MUST MAKE FULL CONTACT WITH LANDING / I I 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL GLUED TO 2x8 I Ir:N THIO STI In WITH A— FACE OF 2ND RISER 2x SYP CUT TO FIT 1 NI II BEARS IN WALL II i j i j l_,. �----2x12 SYP I I I BEARS IN WALL I I I 1 II I IN U 4 "'�2x6 SYP � / \ / \ 2x4 SYP BLOCKING / / FOR STRAP / 2x4 PT NOTCHED INTO STRINGER \ (SIMPSON TAZ15) / AND NAILED TO FLOOR WITH GLUE BEHIND RISER / / AT STRINGER CONTACT POINTS / F SECTION VIEW "A" SCALE: 1" =1'-0" STRINGER MUST MAKE D FULL CONTACT WITH LANDING zzzz � � 2x SYP CUT TO FIT \I Ir BEARS IN WALL 2x4 CUT ON BEVEL-, DOES NOT BEAR IN WALL SECT 2x12 SYP BEARS E - I IN WALL 1 2x6 SYP / 2x4 PT NOTCHED INTO STRINGER , / AND NAILED TO FLOOR WITH GLUE f AT STRINGER CONTACT POINTS -L L ION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" SECTIION VIEW "B" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER SCALE: 1" =1'-0" 2x4 GLUED AND NAILED SECTION D -D SCALE: 1" = V-0" -3/4 PLYWOOD SCALE: 1" = T-0" FILLER STRIPS ADDED PLYWOOD GLUED & SCREWED TO r --�_ PLYWOOD DECKING STRINGER 2x4 DRAFT 2x SYP CUT TO FIT STOP BEARS IN WALL CONN. TO BOTTOM 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" =1'-0" 2x4 GLUED AND NAILED SECTION D -D SCALE: 1" = V-0" -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING STRINGER 2x4 DRAFT 2x12 STOP TREAD CONN. TO BOTTOM GLUED AND NAILEE / I i 12xj I I DRPFT ST P 1 IN r RP FT PT NOTCHED INTO�\,x4/GLUED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED \� NOT TOUCH STRINGERS INTO FLOOR WITH GLUE AND NAILED TO STRINGER AT STRINGER CONTACT POINTS /F''OR DRYWALL SPACING r-4 SECTION VIEW SCALE: f" = 1'-0" 3/4 PLYWOOD ON DECK - 2x8 SYP GLL AND NAILEE FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C T NOTE: 2x8 1 DRYWALL STOP \\ NOT SHOWN —3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND �' 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 FSTRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x4 DRAFT RISER AND TREAD STOP / \ —2x8 SYP DRYWALL STOP MUST / \ NOT TOUCH STRINGERS 1 1 I I I BLOCKING FOR 2x12 PT UNDER 2x12 -ACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4" TAPCONS @ MAX. 32" O.C. CI 1 ROVIDE MOISTURE PROTECTION / \LATTACH ALL COMPONENTS / \STAIR TO CONC. W/ 4"XTAPCONS @ MAX. 32" O.C. 1x4 GLUED AND / NAILED TO STRINGER SECTION VIEW "C" SCALE: T'= V-0" NEWEL POST SECTION VIEW "G" BLOCKING SCALE: I"= T-0" SCALE: 1" = V-0" F SECTION VIEW SCALE: 2" STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO kRING WALL BELOW YWALL JOINT ;YWALL TO VER JOISTS) GUARD AND HANDRAIL NOTES J X12.3 GUARD OPENING LIMITATIONS EGUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, ALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL LOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR IORE IN DIAMETER. XCEPTIONS: . THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL IF 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. IANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF 'HE FLIGHT, FROM 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 'ERMINALS AS PER FBC 2007 R311.5.6.2. IANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 2007 1009.11 ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2007 1009 TOP OF _ TREAD i STRINGER GLUED AND NAILED TO STRINGER / \ � CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST THE BLOCK DRAFT STOP rIN — PER CONTRACTOR PROVIDE SYP DRYWALL STOP ' M BLOCKING NOT TOUCH LINGERS ZINGERS \ 2X8 BLOCKING 4 BLOCKING FOR 2x12 FOR NEWEL POST 4 PT UNDER 2x12 TO ANCHOR TO. (GLUED AND NAILED) FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 4 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE FLOOR AND NAILED TO 2 X 12 BLOCKS, GLUED AND TRUSSES LVL NAILED TO JOIST, NEWEL POST SECTION VIEW "G" BLOCKING SCALE: I"= T-0" SCALE: 1" = V-0" F SECTION VIEW SCALE: 2" STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO kRING WALL BELOW YWALL JOINT ;YWALL TO VER JOISTS) GUARD AND HANDRAIL NOTES J X12.3 GUARD OPENING LIMITATIONS EGUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, ALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL LOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR IORE IN DIAMETER. XCEPTIONS: . THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL IF 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. IANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF 'HE FLIGHT, FROM 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 'ERMINALS AS PER FBC 2007 R311.5.6.2. IANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 2007 1009.11 ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2007 1009 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. UNACCEPTABLE INSTALLTION 103/4" PLYWOOD DECKING GLUED AND NAILED W/ PROPER INSTALLATION ,� ♦ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. MAX. 8" 41k# 8d DO NOT DO THIS ♦� FIELD I M� 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REF 1X4 1/2" DRYWALL DOORJAMB( REF TO SHT. SDW2-K1 TO SHT. SDW2-K1 P T TO SHT. N. DET 1 FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS 1 X 4 1 X 4 FURRING 3/16"0 X 3" LONG FURRING 3/16"❑ X 3-1/2" LONG NOTCH WE 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCONS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2 -ROWS INTO 2 -ROWS INTO PER MANUFACTURE MASONRYTHROUGHI-1/211 DETAIL MASONRY THROUGH 311 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 (— 1/2" DRYWALL DOOR JAMB (REF TAPCON TO SHT. SDW2-K1 FOR i TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS 10d @ 12" 0.0 --may 1 X 4 FURRIN 2X8 P.T. WITH 3/16"❑ X 2X8 P.T. LONG TAPCONS 72X8 STAGGERED DETAIL WS INTO ASO)3-1 /4" NR21/4� DETAIL 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. UNACCEPTABLE INSTALLTION 103/4" PLYWOOD DECKING GLUED AND NAILED W/ PROPER INSTALLATION ,� ♦ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. MAX. 8" 41k# 8d DO NOT DO THIS ♦� FIELD I M� ATTACHED WALL SHEATHING TO #5 REBAR (TYP )# 2X BOTTOM PLATE W/ 8d @ 4" REBAR (TYP) ,�, ♦♦ O.C., 2 ROWS STAGGERED �, ♦♦♦ 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM STD. 90° HOOK (TYP.) METAL SEAT NOTE: CHORD, AND (8) FACE NAILS 90^ HOOK (TYP.) �, , PLATE LAP SHEATHING TO 1 O @ TRUSS VERT. WEB BOTTOM OF BAND _ JOIST TYPICAL OL11L ♦ I , USP HGAM10 @ 12" O.C. w/4 -SDS 1/4x1 1/2" SCREW'S INTO BAND JOIST & (4) ♦ I ( BLOCK 3/4" WEDGE BOLTS INTO K.O. ♦ +2„ NOTCH FIRST COURE E B AT THE FIRST 2 COURSES♦♦♦ �, FILLED CELL PER FOUNDATION PLAN RETROFIT FOR MISSING EMBEDDED STRAP BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SS SCALE: N.T.S. SCALE: N.T.S. SS SECTION UPLIFT CAPACITY = 595 FOR 1 STRAP 2x8 P.T. BUCK -CONNECT TO r4 -A 1,090 FOR 2 STRAPS BLOCK W/ 1/4" x 3 1/4" TAPCON (1 = 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX i SS 1 X 4 FURRING SOLID BLKG. AT TOP 1/4" x 3 1/4" TAPCONS 1 -PLY PRE-ENGINEERED TRU BLOCK HEADER BTWN. ARCH BLKG. BUCK USP RT16 W/ (8) 8d X 1 1/2 1/2" DRYWALL * � c•�:>'. +• �' '`' =�'• NAILS & (4) 3/16" DIA. TAPPERS W/ 1 3/4" EMBEDMENT 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON ~V ° 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO N,Y •;,� ",_ (4) SDS 1/44"x1-1/2" BRACE(S) THE INSIDE TO ALLOW FOR 2 x 8 BRACE/ BLKG. 7/16" OSB INSULATION TO BE INSTALLED y ••,l=:w'' ;�, • tet. (5) 1/4"x2-1/4" TITENS CUT HOLE IN O.S.B. FO `�Y"`'°. *, `° }"rµi °'4 v`� BUILT UP PLWD. BUCK--,,",jARCH PANEL 2 x 8 45 DIAGONAL BRACE AT POLY -CELL IN THIS AREA SCRIBE (NOTCH)* EA. FACE OF ARCH W/ (3) 10d BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 NAILS AT EA. END BOND BEAM OR CAST CONNECT W/ 8d NAILS BRACE/ BLKG. 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 N.T.S. PER INSTALLATION DETAILS A -A PRO\A[5E?TAPCON PER WDW. INSTALLATION DETAILS OR BRACE '�— THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. ARCH DETAIL J 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 FILL OU DW/GROUT SOLID W/GT 1/4" MAX INTO BILK.) - •fi WN. BLOCK HEADER SOLID BLKG. AT TOP BT • v .:a 1 X 4 FURRING ARCH BLKG. & BUCK 8d NAILS @ 8" O.C. AT 2 x 8 VERT. W/ (2) 10d BUCK NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE PROVIDE (2) MIN. " BTWN. VERT. BRACES WHEN TAPCON AT EA. SIDE BUCK- (1) HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON WITHIN 4" MIN. OF 2 x 8 VERT. BRACE(S) THE INSIDE TO ALLOW FOR START OF ARCH OVERHANG ' INSULATION TO BE INSTALLED , BUILT UP PLWD. BUCK - SCRIBE NOTCH 7/16" OSB ARCH PANEL t t• 4. ( RETROFIT WALL OVERHANG DETAIL (NTS) ) BACKSIDE TO FIT ARCH - CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF START OF ARC WALLS) BTWN. OSB ARCH FACES W/ (4) EQUAL EQUAL 4' MAX. RAD. FOR OVERHANGS BETWEEN 3/8" TO 1 1/2" INSTALL WDW, SCRE FREQ 10d NAILS THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR FOR OVERHANGS BETWEEN OVER 1 1/2" B -g CONTACT ENGINEER OF RECORD FOR PER INSTALLATION ARCH DETAIL K SS` FURTHER INSTRUCTIONS. DETAILS SCALE: N.T.S. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBG v 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 MAY BE 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 "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP HOOKED DOWEL DRILL X6" MIN. HOLE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL ANCHOR SET BARR IN EPDXY 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 BOLT I W.W.M. AT PERIMETER #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL (2 PER ANCHOR) I I WHERE THIS CONDITION z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING (1) #5 BARS CONT. I OCCURS 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER TOP WITH MIN. 3" I OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. ) COVER 6'-0"FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE - EXPANSION STRIP li F.F. "- U_ NON SHRINK GROUT. O THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: "' = I ° — -' U `"`' h '"" �' SEALANT 1 ` PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' 2-#5X6' IN CONC.5X6'EMBEDDED INTO "PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EXISTING FOOTING ;n t.r�aL'�;:: i'?ter �<. S+A •.us•,•. r�..' * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ;a; �:••�-_ .�' :' "�,.r�, REINFORCING PANEL I o \�/ FILLED CELL SMOOTH. DO NO FURROW. ,a;�y , �;;:*,x' I. \ in •�': 'r'+''•�:"•� :•--�-' / / N DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT " i i•w �� . 1r^•:: n �' u ° ` \/�� FURROW. MAINTAIN UNIFORM JOINT WIDTH. SET BAR IN EPDXY MIN. LAP 'w G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST �'�'''.'' ``` SPLICE NOTE: GRADE 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. M - z I • , ;4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ° L — a TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE ' (2) #5 REBAR. MIN. WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS vVITH MORTAR.) "`(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) A SECTION *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) 16" MIN. 3" COVER EA. WAY -• EXISTING FOOTING � SCALE: N.T.S. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL SCALE: 3/4" = 1'-0" SCALE: N.T.S. (a rn W W�Quz N N wUOU ow >w-r_j N0 C �0 -ooz o� �Zo ca a ooW �w >w =WIxNN �o�w�, _ a8cl ooz z� uiio }<CwoWN coz~oa _UJ o3mvl �� t� ON u 0 Lo UcvcnUr~r3•; � 0LLI Uj wOH Lu W w~~ � 2 a Y z 6 z Lr- U Q� �Zu�p��p6 H H �w 620i0X00E Z�1- 0 0 cn�a>wWW W-(3 ¢<�=� 00z _jo0- azWzOwUoa W ¢ILL0w g 6)—WZWM O� o oQz LLQ O QL O Z O N N O (D A_- CSO C]�MO Q u- 7 Q>�� to CD d Nz Z J Qi Z0U W W� J r O O O O O O N N N N N W to O M f` 4 O� O O O O O r O L 0 0 0 0 N > N M d r Qz0 �LLJ U) � W0�o O U �o Q 0aw zWF- F- w .� =m00 >z cqz j w0 i-2zw ty a- zQa- W o LL w ^, w W Q V L z U) z a z --I z � o oo d 0 O U w 2 ss WN Lo LAST PLOT DATE o 4/18/2011 O �4-;-1 O STRUCTURAL F� DETAILS -RETRO FIT #5 STD. FILL SOLID BOTH CELLS NOTCH WE ATTACHED WALL SHEATHING TO #5 REBAR (TYP )# 2X BOTTOM PLATE W/ 8d @ 4" REBAR (TYP) ,�, ♦♦ O.C., 2 ROWS STAGGERED �, ♦♦♦ 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM STD. 90° HOOK (TYP.) METAL SEAT NOTE: CHORD, AND (8) FACE NAILS 90^ HOOK (TYP.) �, , PLATE LAP SHEATHING TO 1 O @ TRUSS VERT. WEB BOTTOM OF BAND _ JOIST TYPICAL OL11L ♦ I , USP HGAM10 @ 12" O.C. w/4 -SDS 1/4x1 1/2" SCREW'S INTO BAND JOIST & (4) ♦ I ( BLOCK 3/4" WEDGE BOLTS INTO K.O. ♦ +2„ NOTCH FIRST COURE E B AT THE FIRST 2 COURSES♦♦♦ �, FILLED CELL PER FOUNDATION PLAN RETROFIT FOR MISSING EMBEDDED STRAP BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SS SCALE: N.T.S. SCALE: N.T.S. SS SECTION UPLIFT CAPACITY = 595 FOR 1 STRAP 2x8 P.T. BUCK -CONNECT TO r4 -A 1,090 FOR 2 STRAPS BLOCK W/ 1/4" x 3 1/4" TAPCON (1 = 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX i SS 1 X 4 FURRING SOLID BLKG. AT TOP 1/4" x 3 1/4" TAPCONS 1 -PLY PRE-ENGINEERED TRU BLOCK HEADER BTWN. ARCH BLKG. BUCK USP RT16 W/ (8) 8d X 1 1/2 1/2" DRYWALL * � c•�:>'. +• �' '`' =�'• NAILS & (4) 3/16" DIA. TAPPERS W/ 1 3/4" EMBEDMENT 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON ~V ° 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO N,Y •;,� ",_ (4) SDS 1/44"x1-1/2" BRACE(S) THE INSIDE TO ALLOW FOR 2 x 8 BRACE/ BLKG. 7/16" OSB INSULATION TO BE INSTALLED y ••,l=:w'' ;�, • tet. (5) 1/4"x2-1/4" TITENS CUT HOLE IN O.S.B. FO `�Y"`'°. *, `° }"rµi °'4 v`� BUILT UP PLWD. BUCK--,,",jARCH PANEL 2 x 8 45 DIAGONAL BRACE AT POLY -CELL IN THIS AREA SCRIBE (NOTCH)* EA. FACE OF ARCH W/ (3) 10d BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 NAILS AT EA. END BOND BEAM OR CAST CONNECT W/ 8d NAILS BRACE/ BLKG. 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 N.T.S. PER INSTALLATION DETAILS A -A PRO\A[5E?TAPCON PER WDW. INSTALLATION DETAILS OR BRACE '�— THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. ARCH DETAIL J 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 FILL OU DW/GROUT SOLID W/GT 1/4" MAX INTO BILK.) - •fi WN. BLOCK HEADER SOLID BLKG. AT TOP BT • v .:a 1 X 4 FURRING ARCH BLKG. & BUCK 8d NAILS @ 8" O.C. AT 2 x 8 VERT. W/ (2) 10d BUCK NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE PROVIDE (2) MIN. " BTWN. VERT. BRACES WHEN TAPCON AT EA. SIDE BUCK- (1) HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON WITHIN 4" MIN. OF 2 x 8 VERT. BRACE(S) THE INSIDE TO ALLOW FOR START OF ARCH OVERHANG ' INSULATION TO BE INSTALLED , BUILT UP PLWD. BUCK - SCRIBE NOTCH 7/16" OSB ARCH PANEL t t• 4. ( RETROFIT WALL OVERHANG DETAIL (NTS) ) BACKSIDE TO FIT ARCH - CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF START OF ARC WALLS) BTWN. OSB ARCH FACES W/ (4) EQUAL EQUAL 4' MAX. RAD. FOR OVERHANGS BETWEEN 3/8" TO 1 1/2" INSTALL WDW, SCRE FREQ 10d NAILS THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR FOR OVERHANGS BETWEEN OVER 1 1/2" B -g CONTACT ENGINEER OF RECORD FOR PER INSTALLATION ARCH DETAIL K SS` FURTHER INSTRUCTIONS. DETAILS SCALE: N.T.S. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBG v 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 MAY BE 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 "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP HOOKED DOWEL DRILL X6" MIN. HOLE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL ANCHOR SET BARR IN EPDXY 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 BOLT I W.W.M. AT PERIMETER #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL (2 PER ANCHOR) I I WHERE THIS CONDITION z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING (1) #5 BARS CONT. I OCCURS 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER TOP WITH MIN. 3" I OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. ) COVER 6'-0"FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE - EXPANSION STRIP li F.F. "- U_ NON SHRINK GROUT. O THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: "' = I ° — -' U `"`' h '"" �' SEALANT 1 ` PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' 2-#5X6' IN CONC.5X6'EMBEDDED INTO "PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EXISTING FOOTING ;n t.r�aL'�;:: i'?ter �<. S+A •.us•,•. r�..' * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ;a; �:••�-_ .�' :' "�,.r�, REINFORCING PANEL I o \�/ FILLED CELL SMOOTH. DO NO FURROW. ,a;�y , �;;:*,x' I. \ in •�': 'r'+''•�:"•� :•--�-' / / N DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT " i i•w �� . 1r^•:: n �' u ° ` \/�� FURROW. MAINTAIN UNIFORM JOINT WIDTH. SET BAR IN EPDXY MIN. LAP 'w G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST �'�'''.'' ``` SPLICE NOTE: GRADE 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. M - z I • , ;4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ° L — a TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE ' (2) #5 REBAR. MIN. WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS vVITH MORTAR.) "`(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) A SECTION *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) 16" MIN. 3" COVER EA. WAY -• EXISTING FOOTING � SCALE: N.T.S. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL SCALE: 3/4" = 1'-0" SCALE: N.T.S. (a rn W W�Quz N N wUOU ow >w-r_j N0 C �0 -ooz o� �Zo ca a ooW �w >w =WIxNN �o�w�, _ a8cl ooz z� uiio }<CwoWN coz~oa _UJ o3mvl �� t� ON u 0 Lo UcvcnUr~r3•; � 0LLI Uj wOH Lu W w~~ � 2 a Y z 6 z Lr- U Q� �Zu�p��p6 H H �w 620i0X00E Z�1- 0 0 cn�a>wWW W-(3 ¢<�=� 00z _jo0- azWzOwUoa W ¢ILL0w g 6)—WZWM O� o oQz LLQ O QL O Z O N N O (D A_- CSO C]�MO Q u- 7 Q>�� to CD d Nz Z J Qi Z0U W W� J r O O O O O O N N N N N W to O M f` 4 O� O O O O O r O L 0 0 0 0 N > N M d r Qz0 �LLJ U) � W0�o O U �o Q 0aw zWF- F- w .� =m00 >z cqz j w0 i-2zw ty a- zQa- W o LL w ^, w W Q V L z U) z a z --I z � o oo d 0 O U w 2 ss WN Lo LAST PLOT DATE o 4/18/2011 O �4-;-1 O STRUCTURAL F� DETAILS -RETRO FIT FILLED CELL PER FOUNDATION PLAN RETROFIT FOR MISSING EMBEDDED STRAP BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SS SCALE: N.T.S. SCALE: N.T.S. SS SECTION UPLIFT CAPACITY = 595 FOR 1 STRAP 2x8 P.T. BUCK -CONNECT TO r4 -A 1,090 FOR 2 STRAPS BLOCK W/ 1/4" x 3 1/4" TAPCON (1 = 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX i SS 1 X 4 FURRING SOLID BLKG. AT TOP 1/4" x 3 1/4" TAPCONS 1 -PLY PRE-ENGINEERED TRU BLOCK HEADER BTWN. ARCH BLKG. BUCK USP RT16 W/ (8) 8d X 1 1/2 1/2" DRYWALL * � c•�:>'. +• �' '`' =�'• NAILS & (4) 3/16" DIA. TAPPERS W/ 1 3/4" EMBEDMENT 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON ~V ° 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO N,Y •;,� ",_ (4) SDS 1/44"x1-1/2" BRACE(S) THE INSIDE TO ALLOW FOR 2 x 8 BRACE/ BLKG. 7/16" OSB INSULATION TO BE INSTALLED y ••,l=:w'' ;�, • tet. (5) 1/4"x2-1/4" TITENS CUT HOLE IN O.S.B. FO `�Y"`'°. *, `° }"rµi °'4 v`� BUILT UP PLWD. BUCK--,,",jARCH PANEL 2 x 8 45 DIAGONAL BRACE AT POLY -CELL IN THIS AREA SCRIBE (NOTCH)* EA. FACE OF ARCH W/ (3) 10d BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 NAILS AT EA. END BOND BEAM OR CAST CONNECT W/ 8d NAILS BRACE/ BLKG. 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 N.T.S. PER INSTALLATION DETAILS A -A PRO\A[5E?TAPCON PER WDW. INSTALLATION DETAILS OR BRACE '�— THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. ARCH DETAIL J 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 FILL OU DW/GROUT SOLID W/GT 1/4" MAX INTO BILK.) - •fi WN. BLOCK HEADER SOLID BLKG. AT TOP BT • v .:a 1 X 4 FURRING ARCH BLKG. & BUCK 8d NAILS @ 8" O.C. AT 2 x 8 VERT. W/ (2) 10d BUCK NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE PROVIDE (2) MIN. " BTWN. VERT. BRACES WHEN TAPCON AT EA. SIDE BUCK- (1) HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON WITHIN 4" MIN. OF 2 x 8 VERT. BRACE(S) THE INSIDE TO ALLOW FOR START OF ARCH OVERHANG ' INSULATION TO BE INSTALLED , BUILT UP PLWD. BUCK - SCRIBE NOTCH 7/16" OSB ARCH PANEL t t• 4. ( RETROFIT WALL OVERHANG DETAIL (NTS) ) BACKSIDE TO FIT ARCH - CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF START OF ARC WALLS) BTWN. OSB ARCH FACES W/ (4) EQUAL EQUAL 4' MAX. RAD. FOR OVERHANGS BETWEEN 3/8" TO 1 1/2" INSTALL WDW, SCRE FREQ 10d NAILS THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR FOR OVERHANGS BETWEEN OVER 1 1/2" B -g CONTACT ENGINEER OF RECORD FOR PER INSTALLATION ARCH DETAIL K SS` FURTHER INSTRUCTIONS. DETAILS SCALE: N.T.S. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBG v 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 MAY BE 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 "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP HOOKED DOWEL DRILL X6" MIN. HOLE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL ANCHOR SET BARR IN EPDXY 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 BOLT I W.W.M. AT PERIMETER #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL (2 PER ANCHOR) I I WHERE THIS CONDITION z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING (1) #5 BARS CONT. I OCCURS 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER TOP WITH MIN. 3" I OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. ) COVER 6'-0"FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE - EXPANSION STRIP li F.F. "- U_ NON SHRINK GROUT. O THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: "' = I ° — -' U `"`' h '"" �' SEALANT 1 ` PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' 2-#5X6' IN CONC.5X6'EMBEDDED INTO "PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EXISTING FOOTING ;n t.r�aL'�;:: i'?ter �<. S+A •.us•,•. r�..' * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ;a; �:••�-_ .�' :' "�,.r�, REINFORCING PANEL I o \�/ FILLED CELL SMOOTH. DO NO FURROW. ,a;�y , �;;:*,x' I. \ in •�': 'r'+''•�:"•� :•--�-' / / N DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT " i i•w �� . 1r^•:: n �' u ° ` \/�� FURROW. MAINTAIN UNIFORM JOINT WIDTH. SET BAR IN EPDXY MIN. LAP 'w G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST �'�'''.'' ``` SPLICE NOTE: GRADE 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. M - z I • , ;4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ° L — a TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE ' (2) #5 REBAR. MIN. WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS vVITH MORTAR.) "`(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) A SECTION *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) 16" MIN. 3" COVER EA. WAY -• EXISTING FOOTING � SCALE: N.T.S. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL SCALE: 3/4" = 1'-0" SCALE: N.T.S. (a rn W W�Quz N N wUOU ow >w-r_j N0 C �0 -ooz o� �Zo ca a ooW �w >w =WIxNN �o�w�, _ a8cl ooz z� uiio }<CwoWN coz~oa _UJ o3mvl �� t� ON u 0 Lo UcvcnUr~r3•; � 0LLI Uj wOH Lu W w~~ � 2 a Y z 6 z Lr- U Q� �Zu�p��p6 H H �w 620i0X00E Z�1- 0 0 cn�a>wWW W-(3 ¢<�=� 00z _jo0- azWzOwUoa W ¢ILL0w g 6)—WZWM O� o oQz LLQ O QL O Z O N N O (D A_- CSO C]�MO Q u- 7 Q>�� to CD d Nz Z J Qi Z0U W W� J r O O O O O O N N N N N W to O M f` 4 O� O O O O O r O L 0 0 0 0 N > N M d r Qz0 �LLJ U) � W0�o O U �o Q 0aw zWF- F- w .� =m00 >z cqz j w0 i-2zw ty a- zQa- W o LL w ^, w W Q V L z U) z a z --I z � o oo d 0 O U w 2 ss WN Lo LAST PLOT DATE o 4/18/2011 O �4-;-1 O STRUCTURAL F� 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 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 IN Cu SLUMP MORTAR PER ASTM C270 TYPE M OR S SAFE LOAD PLF GENERAL NOTES 8U8 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 ACT 53010. 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 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 < 10 7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD SAFE HORIZONTAL LOAD - THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD PLF SAFE LOAD TABLE NOTES 8U8 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 SUBSTITU'T'ED 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 SAFF GRAVTTY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS 4c^wr-4Rm SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT 8U8 8F8 LENGTH TYPE BUB 8F8 OB 8F12 -0B 8F16 -0B 8F20-06 8F24 OB 8F28 -0B 8F32 OB 874318 *12.1B P16 -IB 8F20 -IB 8F2+LB 8F&S 8M-0 2'-10" (34") PRECAST 2281 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 M 8672 10294 11809 51-4" (64) PRECAST " 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 1547 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 11732090 411 466 2549 3009 3470 1451 2622 7168 6036 19 7181 19 8128 6'-6" (78") PRECAST 908 1238 2177 33 3031 3707 4383 50611 r348O 1238 2177 5381 8360 10394 8625 14T-6" 2102 1 (90") PRECAST 743 10111729 727 1166 1634 2102 2571 3039 3508 2205 2698 3191 36851011 17293898 5681 8467 44 6472 19'1P' 181 15 (112") PRECAST 554 699 11602564 10'-6" (126") PRECAST 3486 2818 3302', 752 1245 1843 2564 3486 4705 3 6390 4 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 4754 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 840 873 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 26301 442 706 1002 1326 1697 2127 26301 14'-8" (1767) PRESTRESS® N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 187 PRETRCSSiT1 N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 251;3 17'-4" (208") PRESIRESSFD 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 17116 21'-4" (256") PRFSLRESSFD N.R. 629 1 NR NR NR NR NR NR340 598 845 1114 1359 1461822'-0" 416 10 (264") PRESMM N,R 124 200 316 451 % (121 NR NR NR NR NR NR NNR 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESS® N.R. NR NR NR NR NR NR 250 450 654 884 1092 122,2 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 cAFF [;RAVTTY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS Cmr-Cgtm SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT 8U8 8F8 TYPE LENGTH 8RU6 8R" 10-08 NfI+0B 8RRM -0B RF26.OB B BR IB 8RF10.1B 8RR4'1B 8RF18.9 MAB *26 -IB W30 -1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 756.7 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 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 124 2649 3174 37010 1113 2342 4242 6639 (10)8W 7402 19 8186 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 2 7'-6" (90") PRECAST �g 755 1490 2459 3775 5743 7239 5623 755 1490 2459 3776 5743 8998 1910893 48 PRECAST 411 466 1 999 1 1568 12253 1 3129 1 4091 13146 526 1 999 1 1568 12253 1 3129 1 4150 1 5011 4 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR ON n=recr & m0ccTDGCCF:n 11-1 TNTFLS - SAFE LOAD PLF LENGTH TYPE 8U8 8F8 � �* 2'-10" (3411) PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (46") PRECAST 765 763 1365 V-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (7811) PRECAST 507 721 483 7-6" (9011) PRECAST 424 534 357 91-4" (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") PRE5tRT M N.R. 284 89 15'-4" (184") NMRM N.R. 259 82 17'x" (208") PRBTREM 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") PRESTRM N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS C�C� SAFE LOAD LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 V-6" (54') PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (807) 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 <^wr-CRc SAFE LOAD - POUNDS PER LINEAR FOOT 3�0? wasp TYPE LENGTH 8F8 -1T BF12-IT 8Rfi-1T 8F20 -IT 8F24 -IT BF28.1T FR -IT 8F8 -2T 8F12 -2T 8R6 -2T BF20.2T 8F2+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 1 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 13079 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 12093 2694 3295 3897 4498 929 1492 2093 12694 3295 3897 4498 V-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 721 23 1021 1634 12 2102 1 257110 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 11 1 14711 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 1 118515 1458 15 1732 (1 591207 1 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 1 1034 15 1272 1 1510 1 1749 1 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 1 723 14 936 14 1151 (15 1366 (15 1582 15 470 543 928 1349 1649 1948 2247 13'x" (160") PRECAST 418 1 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1 1718 1 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 (141 1052 14 1218 14 410 420 709 1050 1 1434 8 1694 8 1954 MI 14'-$" (176") PRESTRESS® 239 323 519 13 671 13 823 13 976 14 1139 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRL48ED 224 302 485 13 626 13 767 (131 909 13 1051 13 230 364 609 897 1224 8 1562 (141 1801 14 17-4" (208") KOTREST3) 187 255 404 12 520 12 637 (121 754 12 872 12 192 303 500 732 993 8 1268 14 !11-j14 19'-4" (232") PRESMESO 162 222 1 347 (11 4461 546 12 646 12 746 12 166 261 1 424 616 8318 1057 14 1225 14 21'-4" (256') PRESTRESSHI 142 198 306 1 393 (11 480 1 557 1 654 1 142 230 369 531 713 M 903 13 1046 13 22'-0" (264") PRESTRESS® 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 86113 99713 24'-0" (288") PRTSIRTSSED 124 175 267 30 341 10 416 10 491 10 566 10 124 200 316 451 % (121 875 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 CIS xr-44 m SAFE LOAD - POUNDS PER LINEAR FOOT 3�0? wasp TYPE LENGTH Mr+IT 8RR(RT 8RF1+1T 8RF18-IT 8RF22.1T 18M64T 8MIT 8RF6-2T 8RF10.2T 8RF1+2T 8RF18.2T RM -2T W262T M2T 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 Y-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 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 (8) 1952 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301451 1640 1 1980 1 2312 16 395 589 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 e 4 n 4 r'110- p p p p p O ° O O 6 0 O O O 8F16-0B/1T 8F16-1B/1T 8F8 -1B O O O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP M'IN. (1) REQ'D ° �Q=_�1-1/27CLEAR C.M.U. > G mj *5 REBAR AT BOTTOM MIN. (1) a REQ'D g V 116 GAUGE POWERS to dMEL �� � i 4 L INTELBOXED POWERS STEEL BOXED LINTEL NOTES (/ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURERS 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 1#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. GiROUT _ *5 REBAR AT BOTTOM ;DO OIF LINTEL CAVITY BOTTOM REINFORCING 7-5/8" (PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WrFH GROUT / U = UNFILLED RE=RECESSED 1& FILLED QUANTITY OF #5 REBAR AT BOTTOM( OF LINTEL CAVITY 8F16-1B/1T NOMINAL'MIIDTH-jI QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLAN X-0 I UNIT '1415' - 1ST FLOOR PLAN 1/419 /4" = 1'-011 w 3�0? wasp ui 24 3 IxVOVLU 'd z UJ z 0W N 8 > wF:� �0LLH -co ~�Ow po L`� o0 t �Zm zo2 >z tai :)W CO) �u-~0F ZD wm8VZ !- w 0 -' w0W2 I H Z LLJ J Q �9a LLI -o3mcn I -F- B„ 0 v 4 ) u J l J 00 1�!l A 0 w `-' �� 60a, tt ao Lt ai�n UccgJ-)uP W; LI/ LU Ll qua vi w0~ wLIJ ~¢ 0: wg'Yzof z Q�X-lcJ��3'0(1) �p V Q �¢. 00� acomw-0 owoomzs U W w- w -a �0 IL -i (D F- LL O -j wz2AU�a LL O w � F F- � Y z ¢ `t oI o D 0 I a ¢ 1L O H u- 0 Z 0 N O Q) c) " O M p ~ D_ 0LL > F- (t3 I�- Of ~ Of 2) N z -1 W Z0U W Ln J LO r- Cia E...] O O 0r- .� 0 N 0 (V 0 CV 0 (V 0 N O . �••� CDCO O r O M M rw r c O O O O O 0 O Co O o 0 �- j N M 'R- ICT I I -It Q� z O V w0E- ow> , ^ a CL �•uj Ow:Q O w Lu r zOf -LU .C) h-mo0 = � !� Z �_ VZ;j5 - H /► Z° �-•4 w Q �- 0< Z zQ LL. m z CL w LJ) Z(/) V/ �j Z F- 00 a�g a � 11- a 0 O U w N 1415cn LO j/ I LAST PLOT DATE o O 4/18/2011 O STRUCTURAL 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 • 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 0476 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 SAFE LOAD PLF 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. B. 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. (42") PRECAST SAFE LOAD TABLE NOTE5 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. S. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" 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 GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32 -1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads 4^wr Cm" SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT 8U8 8F8 TYPE LENGTH 8U8 BF8.OB SF12-0B 8RM 8f" 8F2+0B BF&M 8M -OB 8F8.1B U12 -1B 8FI6.1B BF20.1B BF24-18 BF28.1B 8F32 -1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-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 1 4375 6113 1 7547 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1 1438 1999 12560 3123 13686 4249 1663 13090 5365 17547 7342 (1919M 19 10121 19 5'-10" (70") PRECAST 1062 1105 1 1173 1631 12090 2549 3009 3470 1451 12622 4360 17160 6036 19 7181 $ 8328 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 727 23 1238 2177 3480 5381 8360 10394 3 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 t3685 1011 1729 2661 3898 5681 8467 q4 147115 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 752 1245 1843 2564 3486 4705 3 6390 4 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1 1052 1533 12093 2781 3643 4754 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 12805 3552 540 873 1254 1684 2193 1280S 3552 13'-4" (160') PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 18382316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (1767) PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESiRESS� N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 174" (208") PRESTRESSED N.R. NR NR NR I NR NR NR NR 300 548 950 1 1326 1609 1849 2047 19'-4" (232") PRESTRW N.R. NR NR NR I 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 1114 1359 1468 22,-0„ (264„) PRESTRM N.R. NR NR NR NR NR NR NR 165 1 315 S50 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 CAW -4 "N SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT 8U8 8F8 TYPE LENGTH 8RU6 8RF8-08 BRF10-0B BRR446 BRF18-0B -08 RF26-0e B 8RF6.1B 8RF10.1B 8M4 -IB BRFIS-1B WM-16 8RF26.1B 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (S4") 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 2$39 3402 3966 1167 2481 4567 6389 8060 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 16639 10 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 007755 17-4" (208") PRESTRTSSED 1490 2459 3776 5743 7239 5623 755 1 1490 2459 3776 5743 8996 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 1 999 1568 12253 1 3129 4150 58914 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR an nocrecr a oocc=F:cCF'n 11-1_TNTFLS C_r �►� SAFE LOAD PLF LENGTH TYPE 8U8 8F8 � �* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 V-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 51-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (9011) 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") RBTRW N.R. 259 82 17-4" (208") PRESTRTSSED 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. 1 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS C�Rm SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCEIMI* 4'-4" (52") PRECAST 758 757 1365 V-6" (54") PRECAST 694 693 1249 Y-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 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS 4AST-4m" SAFE LOAD - POUNDS PER LINEAR FOOT #5 REBAR AT TOP TYPE LENGTH 8F8 -IT BF12-1T 8F16 -IT OMIT 8F241T 8F28 -1T 8F32 -IT 8W2T W12-ZT 8F16 -2T 8F20.2T 8F242T 8F28.2T 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 1 5591 6613 7636 4'-0" (46") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 V-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 13607 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 1634 12 2102 (111 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112') PRECAST 591 680 113415 147115 181115' 2152_L6.2494 1 591 851 1326 1705 2084 2463 12842 10'-6" (126") PRECAST 530 552 1 914 (15 11851 1458 (IS 1732(15,2007 1 530 686 1183 1526 1865 2204 2544 11'-4" (136') PRECAST 474 485 798 1 1034 15 1272 1 1510 1 1149 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 1 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160') PRECAST 418 15 373 606 14 783 14 962 14 __1!4!T 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 394 1 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 MI 1694 8 1954 V. 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 01131 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESS® 224 302 485 13 626 13 761 (131 909 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 12 192 303 500 732 993 8 1268 (141 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") PRESTITI 142 198 305 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 1 137 221 1 354 508 681 M 86113 99713 [24'-0' (288") PRESTRESSED 124 175 267 10 341 SO 416 10 491 10 10 124 200 316 450 600 75612 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 CAs7'-CR�tr SAFE LOAD - POUNDS PER LINEAR FOOT #5 REBAR AT TOP TYPE LENGTH 8RF6.1T 8RF10.1T 8RF14-IT 8RF18-1T 004T 8RF26-1T Vj*1T 8RF6.2T 8RF10.2T 8RF142T 8RF18.2T RF22.2T BRR&2T m2T 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 15074 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 M 2442 6 2931 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 121,1301(I 1640 1 1980 1 2322 16 395 1 589 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 SUBSITT1U ION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE e 4 e 4 0. 0- p p o e `p o U °OOOO O O O 8F16-OB/1T 8F16-1B/1T 8F8-18 O O O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP JM7N (1) REQ'D CLEAR C.M.U. z u�u' #5 REBAR AT d Eit o BOTTOM MIN. (1) REQ'D 16 GAUGE POWERS �-° pe V ° STEEL BOXED V R 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 F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTHI QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLANT UNIT '1209' - 1ST FLOOR PLAN 1/419 = 1'-011 U _ L7 Z �VOVLL Z oW v LIIZw N8 >> _ 00 �mLLl- 0� °QW LLQ ooN Z Z > w L Wp88z Z� �j N M _ Z' Za. W =J xw~5 _o3a. min B" 0 u ON v ON ul) 7C 4.1 c() �000�' 4a a, UNcnUP; 3 �uw uS w 0 r W WWuj W ����a0`��< 00-jo LL U <OR --J W�OZ20�-¢F- Q cyu)w96-tEoomQz 6 o Z -jQQ�w¢F55 zw n wzowoo°a LL a� W �9' SLuzzg< 4 OW Q¢Z� LLQ O F ¢ - 0 Z 0 N O N o T.. D ' M coo CLT7 Q > Fmti r- C14 Q v)mti z J (1) ZQU W U-) C:) J � U7 w O O O r V- V- e- 'r- V- C) O o O O CV N N N N . �..� O CO O M h O � 0 0 0 0 0 C ' 0 N M d d Z V W wO u J ,� W��_o Q U W a 'w 0a -m zIX l- w .� =m00 Z 9Z�= Zof CL Z Z Li. W OJ Z O- w a ULnzU) Z F- a Z 0 SO O � a L 1 0 _ w 090 1 25 W I LO LAST PLOT DATE o 4/18/2011 O O STRUCTURAL F--� DETAILS #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT a to d #5 REBAR AT BOTTOM x 0 OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPF� NATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTHI QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLANT UNIT '1209' - 1ST FLOOR PLAN 1/419 = 1'-011 U _ L7 Z �VOVLL Z oW v LIIZw N8 >> _ 00 �mLLl- 0� °QW LLQ ooN Z Z > w L Wp88z Z� �j N M _ Z' Za. W =J xw~5 _o3a. min B" 0 u ON v ON ul) 7C 4.1 c() �000�' 4a a, UNcnUP; 3 �uw uS w 0 r W WWuj W ����a0`��< 00-jo LL U <OR --J W�OZ20�-¢F- Q cyu)w96-tEoomQz 6 o Z -jQQ�w¢F55 zw n wzowoo°a LL a� W �9' SLuzzg< 4 OW Q¢Z� LLQ O F ¢ - 0 Z 0 N O N o T.. D ' M coo CLT7 Q > Fmti r- C14 Q v)mti z J (1) ZQU W U-) C:) J � U7 w O O O r V- V- e- 'r- V- C) O o O O CV N N N N . �..� O CO O M h O � 0 0 0 0 0 C ' 0 N M d d Z V W wO u J ,� W��_o Q U W a 'w 0a -m zIX l- w .� =m00 Z 9Z�= Zof CL Z Z Li. W OJ Z O- w a ULnzU) Z F- a Z 0 SO O � a L 1 0 _ w 090 1 25 W I LO LAST PLOT DATE o 4/18/2011 O O STRUCTURAL F--� DETAILS ENGINEERING _j 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. SAFE LOAD PLF GENERAL NOTES SAFE LOAD - POUNDS PER LINEAR FOOT 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. S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM 0926 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 PLF SAFE LOAD TABLE NOTES SAFE LOAD - POUNDS PER LINEAR FOOT 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 REBAPL 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 UAINTELS 4~r -40"m SAFE LOAD PLF LENGTH TYPE SAFE LOAD - POUNDS PER LINEAR FOOT 8F8 TYPE LENGTH 8U8 8" 8F12 -0B 8F16 -0B 8F20 -0B 8F24 -0B ERB 8F32 -OB 8F8 -1B 8F12 -1B P16 -IB BF20.1B $R4 -IB 8F28 -IB BF32.1B 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 1 2751 3820 4890 5961 7034 8107 2693 1 4605 6113 7547 8974 10394 11809 4'-6" (54') PRECAST 1599 1969 1 2110 2931 3753 4576 5400 6224 2189 4375 6113 7541 M 8672 10294 11809 5'-W' (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 7342 19 8733 19 10127 19 T-10" (70") PRECAST 1062 1105 1173 1631 1 2090 2549 3009 3470 1451 2622 4360 7168 6036 19 7181 19r3685 39 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 2571 10 1238 2177 3480 5381 8360 10394 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 31911011 2152 16 1729 2661 3898 5681 8467 44 9'-V" (112") PRECAST 554 699 1 1160 1625 1 2564 3486 2818 3302 752 1 1245 1843 2564 3486 1 4705 6390 4 10'-6'" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 1 3643 36 4754 11'-4" (136") PRECAST JUL 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 1 873 1254 1 1684 2193 2805 3552 13'-4" (160') PRECAST 296 471 755 1075 1 1428 1838 2316 2883 471 755 1075 1428 1838 1 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PREMRM N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRM 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") PRE5iRE55m 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") PRFSTRESO N.R. NR NR NR NR NR NR NR 129 250 1 450 654 884 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 CasT-CRm SAFE LOAD PLF LENGTH TYPE SAFE LOAD - POUNDS PER LINEAR FOOT 8F8 TYPE 8RU6 8RF6-0B 8RF10-0B BRR+OB BRFIB.OBPM-OB 1025 MRHB OW"LENGTH BRTfir1B ORFIO.18 W14.1B W18.18 SM -IB BRF26.1B W3O.1B 4'-4" ( 52'� PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'4" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1 1770 1716 2277 2839 3402 3966 1167 1 2481 4567 6389 8060 791719 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8160 M(19) 8106 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 1 9448 7360 901 1825 3120 5048 7915 1 9479 10893 32 7-6" (90") PRECAST 662 755 1490 2459 1 3776 5743 1 7239 5623 755 1 1490 2459 1 3776 5743 1 8996 19 10893 48 9'-$" (116") PRECAST 411 466999 39 1568 2253 3129 4091 3146 526 1 999 1568 1 2253 3129 1 4150 %91(471, (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR m' DDorACT fb DDFC Mr-cgF1) U -LINTELS CR� SAFE LOAD PLF LENGTH TYPE 8U8 8F8 RCEIINF. 2'-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 5'-4" (64') PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 V-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") PRTSTRESSB) N.R. 148 51 21'-4" (256') PRESTRL•SST3) 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 R" DDFr'ACT w/ i" RFCFSS nnnR 11-1 TNTF1_S CAW-4Rm SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REIN 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 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS cAZT-CRAB SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LE NGI H 8F8.1T 8R2 -1T SF16-IT 8F20.1T 9141T F&IT 8F32 -1T 8F8.2T BF12-2T 916.2T 8F20 -2T 8F 24ZT 8%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 5'-10" (70') PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 1 3897 4498 6'-6" (78") PRECAST835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 1021 1634 12 210 11 2571 10 3039 10 3508 9 _2A 727 1166 1634 2102 2571 3039 3508 9'-4" (112') PRECAST 591 680 1 1 147 1 181 15 2152 16 2494 1 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 9141 11 1 1458 1 1732 15 2007 1 530 686 1183 1526 1865 2204 2544 11'-4" (136' PRECAST 474 485 15 1034 1 1272 1 1510 1 1749 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 1 1366 15 1582 1 470 543 928 1649 1948 2247 13'-4" (160') PRECAST 4181 373 606 1483 14 962 14 1141 14 1321 14428 r1349 455 770 145 1444 1718 1993 14'-0" (168") PRECAST 384 1 346 559 1423 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 14'4' (176") PRESTRESSB) 239 323 519 13 671 13 0(11 976 14 1129 14 246 390 655 968 1324 8 1 11 187 11 15'-4" (184") PRE5i1�5ED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 8 156214 1801 14 17'-4" (208") P07RESSED 187 255 404 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 44611546 12 646 12 74612 166 261 424 616 8318 105714 122514 21'-4" (256") PRESiRFSSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 M 903 13 104613 22'-0" (264') PRTSTRM 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 M 66113 99713 24'-0" (288") PRESTRESSED 124 175 1 261 10 341 10 416 10 491 10 566 10 124 200 1 316 450 1 600 M 15612 87513 (#) 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 CA=T-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Off -IT 8RRO-IT BRF14-1T ORF18-1T 8RM-IT 8RF26.1T 8RF30.1T 8RF6.2T 8M0 -2T 8RF14.2T BRF18-ZT 8RF22.2T 8M6 -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 25 25 3374 4224 5074 5924 867 1675 2525 3374 1 4224 5074 1 5924 T-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 1 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 1 3865 7'-6" (90') PRECAST 506 797 1462 8 1952 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 (1 1640 15 1980 1 2322 16 395 589 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 a a a a '110- � . p C ° p p p C O ° O O S O O O O 8F16 -08/1T 8F16-1B/1T 8F8 -1B O O O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP M'IN. (1) REQ'D ° Q 1-1/2" CLEAR � n C.M.U. > G #5 REBAR AT BOTTOM MIN. (1) a � c5 x REQ'D 0 r4 16 GAUGE POWERS STEEL BOXED R 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 MANUFACTURERS 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. GROUT d #5 REBAR AT BOTTOM Ln ,A p OF LINTEL CAVITY '4 o 0 BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAI. (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/iT NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLAN UNIT '1210' - 1ST FLOOR PLAN 1/411 = 1 ' -0" co w LU W a Z N o w o = �d f OwCULLz w wZw- N =mom- o °ZoU. ooco �Z - oww cf) _ co oco °8z Z N �- ° ZZ �¢=C9W H Z UJ ac LU Lu a. = w oZ DLXI �$CO) H Q i1 0 v ON u Lr) Cj r mcn UB-) (5 t- �tl foo A. �N I�L Uc11cnUP�r4 nw uS wpE- W W wog�¢pa�a��Z0�o Q Q U Du 0 LLtRoom$z 6 U' �� Xwoz -j0(UJ L Y0ZWzpwooa L Z a~pw �H� �Y6zQQ Q Z pLL Q =O D�QLL 0 pmo Z 0 ON Q) o U)�� L�U)c)0 LL 7 r Q > L CA F- co d r- dcmu ~ z Z U W Ln J Ln J O o O !- 0 0 0 0 0 ON CV CV CV CV • CA (O o M 1�- -IL IL O O M A IL 0 0 0 0 0 o N > CV M �t d z , ^ V 0 LU u J .� Warr O U w "0 0- O�= Q wH zw1-w .� t" ca oo z c)Z5 Z LL V/ a-zZQll w �- O��Z <U) z cn Z Z F--4 0 Z O Q c1r)1S0 � a 11- w 1210 g LO LAST PLOT DATE o 4/18/2011 O O STRUCTURAL F--� DETAILS 1. Concrete Shocks* — Various designs. Ciassifi�cation D-2 (2 h:r). See Concrete Stocks category for list of eligible manufacturers. 2. Mortar — Blocks laid in full bed of mortar, norm. 3/8 in. thick, of net less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster �or stucco roust be applied on the face apposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete. blocks (Item i). 4. Loose Ntasonry Fill — IF all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln, Process), water repel tant verrni- cul ite masonry fill insulation, or silicone treatedperlite loose fill insulation add 2 hr to classification. S. Foamed Plastic* — (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO — Type Therm,ax 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" D 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 v PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. - SEE TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS INSULATION BAFFLE - PROVIDE MIN. 1" CLEAR KING FIRE RETARDANT TREATED N''---H-STUD RAFTER TAILS SCABBED ON TRACK SITE - EXTEND 24" BEYOND EACH SIDE OF TENANT SEPARATION WALL WHERE NOTE: REFER TO ELEVATION EXTERIOR FACE OF CMU WALL SHEET FOR SOFFIT AND INSULATION BAFFLE - (PER ASTM E-84) FASCIA DETAILS 5/8" THICK CEMENTITIOUS FINISH IN TWO COATS. TYP. U.N.O. AT EXT. MASONRY WALLS. SEE ELEVATION (2 -HOUR FIRE RESISTANT RATED SHEETS FOR TEXTURES SEPARATION EXTENDED INTO SOFFIT) EAVE DETAIL 1 3/4 - 1 -0 SPACING AND CONNECTION `ice Eft 8.,60-14 MOVABLE AND OFFICE PARTITIONS GA FILE NO. WP 6210 GENERIC 1 HOUR 35 to 39 STC FIRE SOUND SOLID GYPSUM WALLBOARD Face layer 24" wide 5/8" type X gypsum wallboard laminated parallel to each side of 1" gypsum coreboard. Face layer Joints aligned on opposite aides and offset 1 3/4" from coreboard Joints to form an Interlocking Joint. Metal cap 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 - FRUSSES AT 24" O.C. - SEE TRUSS DRAWINGS FOR SPACING AND CONNECTION )ETAILS FINI H PER GOOF S ----�� LEVATION HATCHED AREA INDICATES -- EXTENSION OF AREA SEPARATION WALL - (2) LAYERS 1"X24" PROPRIETARYTYPE'X' GYP.PANELSINSERTED 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 21CMU WALL NOTE: REFER TO ELEVATION SHEET FOR SOFFIT AND FASCIA DETAILS A vvv ' `vv... (2 -HOUR FIRE RESISTANT RATED PLAN VIEW SEPARATION EXTENDED INTO SOFFIT) 3 EAVE DETAIL 3/4" = 1'-0" W F=- W a Z Q _ 0 aaZ W a. 0 -pw Uriz O2 WZW— N u7 � ca � O -00Z LL X0z 11i It 9 �� a Zo� >� w U. D W CO) 2 Uo$8� z� 0 W W W -� W0HZJ p� W W= _ 9 p. yF---d N W Ck =Oic HH L__.L 1110 Fiml QO v O U C� LO 0r�r) ct cn� m c� ^ZO c�ol� � cCNN er 11 as a� n n ui w p r W wI--~ Wg� o!�F- z W 0 W of::) W �Wu-0OpU JO Q U <OX Zof 0Z200z¢Q 0WLyWOZOW0�mZ�SC) ��Z JQapWQ�zWzOwEL OU0 (!� LL ¢ow 2W z�< ¢ OQ D 0se ¢Z u_ ¢ O < ¢ u_ Z 0 N (U O �U)tMO CLL~ 7 L Q � Z J N Z�U Wwto J to r� O O O O O O N N N N N O (0 O M I- O � O �— O � o c) a o 0 0 r O �� O O O O N M d r 4� z Z O ;--IWw> .� w0E- U V v0 a C�•LLJ a O�Q w ZI.-w •� =m000 c�Z 5 >-ZzLL (UO..zQL- �-I W C%CL >_ Z •i-+ C- w Z �`C00 Z U 0 c) 'I CL 0 0 w FW1 0 W N 0 I > N LAST PLOT DATE o 4/18/2011 O O FIREWALL F--� DETAILS 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 PER ELEV .>:r>il ." :. ELEVATION CMU OUTLOOKERS (TYP) BLOCK BELOW GABLE END TRUSS .:.-�:iiY................ : t;.;..;s::==..:,t:- HATCHED AREA INDICATES ----1 EXTENSION OF AREA SEPARATION WALL - (2) LAYERS CMU WALL 7 1"X24" PROPRIETARY TYPE'X' 1G GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS NOTE: REFER TO ELEVATION BETWEEN ADJACENT PAIRS OF SHEET FOR SOFFIT AND GYP. PANELS COVERED USING FASCIA DETAILS 6" WIDE 1/2" TYPE "X" GYP. (ATTACHED W/ 1" DRYWALL A SCREWS AT 12" O.C. TO METAL ROOF FRAMING) VOIDS SHALL BE TRUSSES q FILLED WITH FIRE RATED AT 24 O.C. _ MINERAL WOOL OR FIRE RATED SUB -FASCIA CAULK (2 -HOUR FIRE RESISTANT RATED PLAN VIEW SEPARATION EXTENDED INTO SOFFIT) SAVE DETAIL 2 3/4" = 1'-0" MOVABLE AND OFFICE PARTITIONS GA FILE NO. WP 6210 GENERIC 1 HOUR 35 to 39 STC FIRE SOUND SOLID GYPSUM WALLBOARD Face layer 24" wide 5/8" type X gypsum wallboard laminated parallel to each side of 1" gypsum coreboard. Face layer Joints aligned on opposite aides and offset 1 3/4" from coreboard Joints to form an Interlocking Joint. Metal cap 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 - FRUSSES AT 24" O.C. - SEE TRUSS DRAWINGS FOR SPACING AND CONNECTION )ETAILS FINI H PER GOOF S ----�� LEVATION HATCHED AREA INDICATES -- EXTENSION OF AREA SEPARATION WALL - (2) LAYERS 1"X24" PROPRIETARYTYPE'X' GYP.PANELSINSERTED 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 21CMU WALL NOTE: REFER TO ELEVATION SHEET FOR SOFFIT AND FASCIA DETAILS A vvv ' `vv... (2 -HOUR FIRE RESISTANT RATED PLAN VIEW SEPARATION EXTENDED INTO SOFFIT) 3 EAVE DETAIL 3/4" = 1'-0" W F=- W a Z Q _ 0 aaZ W a. 0 -pw Uriz O2 WZW— N u7 � ca � O -00Z LL X0z 11i It 9 �� a Zo� >� w U. D W CO) 2 Uo$8� z� 0 W W W -� W0HZJ p� W W= _ 9 p. yF---d N W Ck =Oic HH L__.L 1110 Fiml QO v O U C� LO 0r�r) ct cn� m c� ^ZO c�ol� � cCNN er 11 as a� n n ui w p r W wI--~ Wg� o!�F- z W 0 W of::) W �Wu-0OpU JO Q U <OX Zof 0Z200z¢Q 0WLyWOZOW0�mZ�SC) ��Z JQapWQ�zWzOwEL OU0 (!� LL ¢ow 2W z�< ¢ OQ D 0se ¢Z u_ ¢ O < ¢ u_ Z 0 N (U O �U)tMO CLL~ 7 L Q � Z J N Z�U Wwto J to r� O O O O O O N N N N N O (0 O M I- O � O �— O � o c) a o 0 0 r O �� O O O O N M d r 4� z Z O ;--IWw> .� w0E- U V v0 a C�•LLJ a O�Q w ZI.-w •� =m000 c�Z 5 >-ZzLL (UO..zQL- �-I W C%CL >_ Z •i-+ C- w Z �`C00 Z U 0 c) 'I CL 0 0 w FW1 0 W N 0 I > N LAST PLOT DATE o 4/18/2011 O O FIREWALL F--� DETAILS PRODUCT APPROVAL SPECIFICATION SHEET Chart with As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building This report is subject to re-examination in two years. components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your USP Product local product supplier should you not know the product approval number for any of the applicable listed products. Simpson Produc Approval Product Description Cate o Subcategory Manufacturer Product Description roust Numbers Test Pressures 1. EXTERIOR DOORS A. SWINGING Plastpro Inc./ Nana Plastics Distinction Fiberglass Entry Doors 7rl L6184 -R +65.01-65.0 psf MP34 ThermaTru Smooth Star/Fiber-Classic L8838 -R1 +55.01-55.0 psf PAU44 ThermaTru Smooth Star/Fiber-Classic FL12441 +47,0/-47.0 psf B. SLIDING General Aluminum Company Series 4201430 FL12274 +40.0%40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 8X7 FL5675-R3 +30.0%32.0 psf RT16 Cla ay Building Products Residential WtndCode Doors W5 (16X7) FL5675-R3 +30.0%30.0 psf used in wind speeds over 920 mph) Clopay Building Products Residential WndCode Doors W6 8X7 FL5675-R3 FL5675-R3 +37.01-41.0 psf +37.0%37.0 psf (used in wind speeds over 120 mph) Clopay Building Products Residential WlndCode Doors W6 (16X7) FL10447 Hip Corner Plate Connector HHCP2 Amarr Garage Doors Model #500 Classics 8x7) FL5427-R2 +40.1/-47.4 sf UPHD8 Amarr Garage Doors Model #500 Classics 16x7 FL5427-R2 +38.4/-43.7 psf HTA16 Amarr Garage Doors Model #600 Stratford (8x7) FL5302-R1 +40.1/-47.4 psf HTA20 Amarr Garage Doors Model #600 Stratford 16x7 FL5302 R1 +38.4/-43.7 psf THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor D. OTHER .� �- HSUR/L410 FL10655 Heavy Skewed U Hanger Q M� W HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL14412 +47.2/-50.0 psf HTT16 General Aluminum Company Series 1900/1970 FL12968 +40.0%40.0 psf B. HORIZONTAL SLIDER General Aluminum Company 2800 Series FL12989 +40.0%40.0 psf +40.0/-40.0 C. FIXED General Aluminum Company Series 1550/1570 FL13199 FL13199 psf +40.0%40.0 psf HUS412 General Aluminum Company Series 1900/1970 FL10655 Joist Hanger D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL8905-R1 N/A ITT FL10667 TF I -Joist Hanger E. OTHER FL815-R1 IUT FL10531 I -Joist Hanger 3. PANEL WALL A. SIDING Alside Coventry Vin I Siding FL12103 +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. 12716" Vented Soffit FL12199 +70.01-70.0 psf C. OTHER FL816-R1 LSSU28 FL10447 Slo able/Skewable Hanger LSTA12 FL10852 Strap Tie 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444-R2 N/A LSTA18 FL816-R1 X725 and AR), XT30 and AR FL10852 Strap Tie B. UNDERLAYMENTS FL816-R1 LSTA36 FL10852 Strap Tie C. ROOFING FASTENERS D. ROOF VENTILATORS Southeastern Metal Weather Vent FL2075- N/A LTW12 Florida Metal Products, Inc Vent RV10 FL075-R4 N/A LTW16 FL820-R2 LTS18 FL10456 Twist Strap E. ROOFING TILES FL820-R2 LTS20 FL10456 Twist Strap F. ROOF TILE ADHESIVE FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie G. OTHER FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger 5. SHUTTERS A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 sf NFM35X1178U Alufab Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 p sf HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown B. STRUCTURAL FL11910 MST48 FL10852 Strap Tie COMPONENTS FL822-R1 MST60 FL10852 Strap Tie A. WOOD CONNECTORS/ Simpson Strong -Tie MSTAM36 see chart Strap Tie for Masonry ANCHORS USP Structural Conn. MTS12 see chart N/A B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A FL10456 Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 D. MATERIAL FECP Co Cast -Crete High Strength Concrete Lintels FL158-R3 N/A N/A Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 MTW30 FL820-R2 Lott's CP Lintel FL12045 N/A MTS27B Commercial CP lPrecast & Prestressed Engineered Cone. Lintels FL1774-R2 N/A Foundation Strap Powers Steel, Inc. I Power Bax Lintels FL6264-R1 N/A SP1 FL10456 Stud Plate Tie SPT22 FL817-R1 SP2 FL10456 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of SPT24 these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the Stud Plate Tie SPT4 performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers U24 FL10655 installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. FL11506 Epoxy APPLICANT SIGNATURE DATE Simpson & USP Cross Over Chart with Florida Reissued November 1, 2008 Product Approval Numbers This report is subject to re-examination in two years. wwwJco-es.ora 1(800) 423-6587 1(562) 699"0543 A Subsidiary of the International Code CounciF Florida Product 4.0 INSTALLATION USP Product Florida Product Simpson Produc Approval Product Description Number Approval Number Number applicable code and this report. In the event of a conflict between the manufacturer's published installation instructions ICHFORD, VERMONT 05476 R IC V Number A34 FL10446 Framing Anchor MP34 FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-R1 H3 FL10456 Hurricane Tie is 1997 Uniform Building Code"" (UBC) Design wind pressures must be determined In accordance with Chapter 16 of the IBC, SBC, UBC or BNBC or Section H10 FL10456 Hurricane Tie RT16 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-R1 HDQ8-SDS3 FL10441 Holddown UPHD8 FL817-R1 HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor U) .� �- HSUR/L410 FL10655 Heavy Skewed U Hanger Q M� W HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-11-2.2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slo able/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTW12 FL820-R2 LTS16 FL10456 Twist Strap LTW16 FL820-R2 LTS18 FL10456 Twist Strap LTW18 FL820-R2 LTS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTW12 FL820-R2 MTS16 FL10456 Twist Strap MTW16 FL820-R2 MTS18 FL10456 Twist Strap MTW18 FL820-R2 MTS20 FL10456 Twist Strap MTW20 FL820-R2 MTS30 FL10456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SP1 FL10456 Stud Plate Tie SPT22 FL817-R1 SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor 777.846.3747 �r'va Fax 7174464 HR Engineering, Inc" 1418 E. MFiftt St., Suite B York, PA 17443 21 January 2009 Nick Thompson, Product Manager- Siding A Moats Associated Materials, LLC 3773 State Road Cuyahoga Falls, Ohio 44223 RE: Florida Evaluation, Coventry Vinyl Siding, F8C 2007 Dear Mr." Thompson, The following Associated Materials vinyl `siding product; Coventry has been tested and analyzed in conformance with ASTM D 3679-05 as required by Florida Building Code 2007, paragraphs 1404.9 and 1405,13, plus Florida Residential Code 2007, paragraph 703.11 Structural costing to ASTM D 5206, as rectuired by ASTM 0 3679, was done at Architectural Testing, Inc. and is reported in 77945.01-109-40 and 82537.01-109-40, Testing was done for Atside, Inc., which is owned by Associated Materials LLC.. Coventry vinyl siding is produced in 5 conf2gorations Double z„, Double 5" D tch2a R , Double 4", Double 4" Dutchlap, and Triple 3"; all with a thickness of 0,042" A strengthening feature of this product is that it has'a "rolled edge nail hem", which form's a double thickness at Che nail hero edge. i have performed a combination of rational and comparative analyses on this product, which lncludies the mandatory requirements of Annex ALZA in ASTM D 3679 Installation mutat be over 5/8" minimum mailable sheathing or 1/2" minimum plywood. Installation fasteners inust be roofing nails with 3/8" diameter head, 1/8" diameter shank„ and a troilinruftt length of 1-5/8". The allowable. design wind pressures for all 5. configuraboT.18. including Double 5", Double 5" Dutchlap, Double 4", Double 4 Dutchlap,, andTriple 3" are +/-173 psf for 8" stud spacing, +/-115.3 psf for 12" stud spacing, astd +/-86.5 psf for 16" stud spacing. In order to achieve these pressures, all studs mwst'6ve nails in thern and all mails most be in studs. The above values can be compared directly to the, required wind loads in Chapter 16 of the Florida Building Code. l trust that this information is sufficient for the project needs. If there are any questions about this report, or if anything additional is required, please: advise rife, Sincerely yours; Allen N. Reeves, P -E, Structural Engineer ANR:anr Florida License No. 19354 Cc: 09010005 2 J 2 mo y 717-846-3747. i4Ft Engineering, inc. 1418 E. Market St„ Suite B York, PA 17403 Ted Berman, RE., Administrator, Florida Building Code Commission Ted Berman and Associates, LLC. 925 40' 8treer Suite 104 Miami Beach, Florida 33140 RF;t Certification of ladependeace Installing soffit and fascia Please note: Although vinyl soffits are manufactured with the same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal installation of soffits on walls is not recommended and cannot be guaranteed. ta4cla akmatvm ;.� Installing trim - Option A When fascia is applied without exposed nailing. arvret With open eave: Secure Fchannel to the exterior of the fascia with the top leg _•' _ _ _-v w, resting against the bottom of the board. Secure F -channel on wall, level with they ry ) Fchannel on the fascia. b004 ,rale - With closed eave: Use a J -channel in place of the F -channel at the wall. Secure all Option A channels every 12" on center, in center of nail slots. - I lasala Installing trim - Option B When soffit only is applied, or when fascia panel is secured to underside I 16x a of wood fascia, {� 2 tnemu With open eave: Secure F -channel to the wall and to the inside of the fascia board, 1f x Sx� rtXKx- level with each other. Cut out back of channel to fit around rafters, if needed. With dosed eave: Substitute J -channels for the F -channels, tdwnml am lygy Secure all channels in the center of the nail slots, 12" on center. Option B Installing soffit 1. Measure the distance between the inside of the inside and outside trims. Allow 114" per side for expansion and cut the panels to length. Insert panels into trims. For eaves over 16" in width, you will need to install Intermediate nailing supports to keep the soffit from sagging. f; 2. Interlock panels as you would vertical siding. Closed soffit can be secured every , 12" on center. 3. When fascia panel is not being applied, use an F -channel or J -channel at corners Diagonal trim use of the overhang to properly finish the installation, 4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square r k (both illustrated). Both methods are made with J -channel or H -channel ,.x straight trim use J<hat■d6 t44•JlRllael KAYLAAf " ICC -ES Evaluation Report ESR -1495 Fascia overlapping Reissued November 1, 2008 , This report is subject to re-examination in two years. wwwJco-es.ora 1(800) 423-6587 1(562) 699"0543 A Subsidiary of the International Code CounciF DIVISION: 07 -THERMAL AND MOISTURE PROTECTION 4.0 INSTALLATION Section; 07460 -Siding 4.1 General: . REPORT HOLDER: Installation of the siding, including the panels, comers, starter Guideline for Vinyl Siding (AC37), dated October 2008. strips, trim and other accessory items, shall be In accordance KAYCAN LTD. with the manufacturers published installation instructions, the ONE MEMORIAL DRIVE applicable code and this report. In the event of a conflict between the manufacturer's published installation instructions ICHFORD, VERMONT 05476 R IC V and this report, this report shall govem. A copy of the ( ) 9ORD manufacturer's published Installation instructions shall be on www.kavcan,com the jobsite at all times during installation. EVALUATION SUBJECT: Solid sheathing and a water -resistive barrier shall be provided behind the siding, as required by the applicable KAYCAN PVC SIDING code. outward!. W, The allowable wind loads are as noted in the prescriptive 1.0 EVALUATION SCOPE requirements of the applicable code. See Section 4.2 for Compliance with the following codas: applications in excess of the prescriptive requirements or where the applicable code does not provide prescriptive ■ 2006 international Building Codes (IBC) requirements. ■ 2006 International Residential Codes (IRC) 4.2 Wind Resistace: is 1997 Uniform Building Code"" (UBC) Design wind pressures must be determined In accordance with Chapter 16 of the IBC, SBC, UBC or BNBC or Section is BOCA* National Building Code/1909 (BNBC) 301.2.1.1 of the IRC. In areas where the basic wind speed (3- Double 4.5 Inch Horizontal second gust do not exceed 100 mph (45 m/s) [80 miles per ■ 1999 Standard BuNdf t,9 Code° (SBC) hour (36 m/s) (fastest mile) under the UBC], and the building Properties evaluated: height Is less than or equal to 40 feet (12 192 mm) in Exposure C areas, Installation must comply with the ■ Exterior veneer prescriptive requirements of IBC Section 1405.13, BNBC T-3 Horizontal Section 1406.3.3, SBC Section 1403.9 or UBC Section 1405, ■ Wind resistance as applicable. 2.0 USES In jurisdictions enforcing the IRC, installation much comply Kaycan PVC Siding is used as an exterior veneer and as with the prescriptive requirements of IRC Section R703.4 for areaswherethebasicwindspeed(3-second gust) Is less than closure material on the underside of exterior roof eaves 110 mph (49 mils) in Exposure B. and does not exceed 90 (soffits). mph (40 mils) In Exposure C or 85 mph (37 m/s) in Exposure 3.0 DESCRIPTION D. For applications in excess ofthe prescriptive requirements. Kaycan PVC Siding is horizontal and vertical lap siding and the design must be In accordance with IRC Section R301.2.1.1. soffits manufactured from rigid polyvinyl chloride (PVC) conforming to the requirements of ASTM D 3679. The siding For applications in excess of the prescriptive requirements, Is used as an exterior wall covering over solid sheathing and the Kaycan PVC Siding has an allowable negative wind load of 70 (3352 Pa) (44 psf (2107 Pa) under the UBC) when as soffit. The siding has a plain- or wood -grain texture and Is available In various colors with matching trim, comers, and pat attached to a code -complying, minimum ala inch -thick (10 starter ships. The panels area minimum of 0.040inch (1 mm) thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm). mm), structural -rated OSB sheathing. The siding shall be attached with 1'11-Inch4ong (38 mm), %rineh-diameter-head Panels are formed with an upper edge having nail slots and a (10 mm),'IB Inch -diameter -shank (3 mm), corrosion -resistant roofing nails spaced 6 inches (152 mm) on center. The lower edge that hooks into the upper edge ofthe lower course. The siding Is produced in different profiles as described in structural sheathing and framing to which the aiding is Table 1 of this report. attached are outside the scope of this report. !CC-&Lvahmtion Report, -at to ba maslnredas Pmsenliag aafkacs or any oil -aa, ibura ria P• hcally adNvssed, norare(hey to be ca tined ndare a 1.fd a snbj.1 oflhe report ar ory omaeodn6a,,im its use. Th"a is oo wanauty by ICC 6rcd mlion Arvlce, h,c., express or impllar4 as to anyfnding or oder rrwlleY in thlr ream, ar as m any prodtxl.-ad by the r'aporl. 9 Copy6ght®2006 Page 1 of 2 Pax 717-846-1)3,65 22 January 2009 Dear Mr. Berman; In conformance with Rule 9B-72.110, F.A.C. "Criteria for Certification of Independence", I ,offer the following. I am a registered professional engineer in the state. of Florida with license number 19:54.. I work 1t, a two person consulting structuralructu ral engineering firm, ' II Engineering, Inc.;", of which I am the majority ownef. L1 my work performing art evaluation, I do not have, nor will 1 acquire, a 'financial. interest in any company manufacturing or distributing products for which the reports are being issued. In my work performing an evaluation, I do riot have, nor will I acquire, a financial intcresr in Any other entity involved in the approval process of the product. I crust that this is sufficient for the Florida Building. Curie Cornmrssion's requirements. If there are any questions about this eertificatiolt of independence, or if anyl.hing additional is required, please advise me. Sincerely yours, FIR F;ngineering.Inc. Allen N. Reeves, P.E. Chief Engineer AN Ii' a rir Cc. Associated Materials, LLC 09010005 Installing soffit and fascia Installing fascia 1. Install an undersill trim at the top of the fascia board. 2. Measure distance from the bottom of the F-channal to the top of the undersill trim, and then subtract 114" for clearance. Cut panel to width. 3. Perforate the cut edge using snap4ock punch approximately every 6", ensuring the 'tabs' face outward. 4. Hook the leg of the fascia panel over the F -channel, and snap the tabs into the undersill trim. Ili soffit is not being installed, hook the fascia directly over the fasda board. An alternative to snap -lock punch attachment is to slide the top of the fascia behind metal drip -edge. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 11/2' tab to be inserted into overlapping panel. 2. Overlap 3/4" (half the distance of the notch). Fascia installation Wind resistance of the soffit panels Is outside the scope of 5.4 The siding is manufactured in Richford, Vermont, under Fascia overlapping Capping fascia , Architectural Testing Inc. (AA -676). To make comer caps, cut a piece of vinyl fascia that is 5117 long. 6.0 EVIDENCE SUBMITTED or is a suitable alternative to what Is specified in, those codes 1. Mark the vertical centerline on the back of the piece. ' 6.2 Data in accordance with the ICC -ES Evaluation 2. Cul a 90' section of the bottom flange from the center, leaving a 45" angle on either side,` Guideline for Vinyl Siding (AC37), dated October 2008. " 3. Use a hand seamer or metal straightedge to fold fascia place arra along vertical centerline to make a right-angled corner, aas¢1r ' i 6.3 Quality documentation in accordance with the V -N (UBC) construction, and to construction permitted v 4. Using a snap -lock punch, make 7.0 IDENTIFICATION 5.2 The exterior walls shall be braced or sheathed to resist tabs just below the top edge of thecomer racking loads with approved materials in accordance identified by a stamp bearing the Kaycan Ltd. name and/or cap, making sure that tabs face Install oomor cap by trademark, the product type, the statement "Conforms to 5.3 The siding shall be Installed only on exterior walls over outward!. W, solid sheathing capable of resisting design wind Standard 14-2", the name of the inspection agency locking the biottom over the existing the tope +i Fascia capping F -channel and snapping edge into the undersill trim. required by the applicable code. Double 4 inch Horizontal Dutch Lap 12'- 6" Platinum Series T-3 Triple 31nch Hodwrital KAMAN - Prova Double 4.5 Inch Horizontal ESR -1495 1 Most WrdelyAccepted and Trusted Sierra Page 2 of 2 Wind resistance of the soffit panels Is outside the scope of 5.4 The siding is manufactured in Richford, Vermont, under this report. a quality control program with inspections by 5.0 CONDITIONS OF USE Architectural Testing Inc. (AA -676). The Kaycan PVC Siding described In this reportcomplieswith, 6.0 EVIDENCE SUBMITTED or is a suitable alternative to what Is specified in, those codes 6.1 Manufacturer's published installation instructions. listed in Section 1.0 of this report, subject to the following 6.2 Data in accordance with the ICC -ES Evaluation conditions: Guideline for Vinyl Siding (AC37), dated October 2008. 5.7 The siding is limited to installations on buildings of Type D-5 Elegance V -B (IBC), Type 50 (BNBC), Type VI (SBC), and Type 6.3 Quality documentation in accordance with the V -N (UBC) construction, and to construction permitted Acceptance Criteria for Quality Documentation (ACID). by the IRC, as applicable. 7.0 IDENTIFICATION 5.2 The exterior walls shall be braced or sheathed to resist The Kaycan PVC Siding described In this report shall be racking loads with approved materials in accordance identified by a stamp bearing the Kaycan Ltd. name and/or with of the applicable code. trademark, the product type, the statement "Conforms to 5.3 The siding shall be Installed only on exterior walls over ASTM specification D 3679," the statement "Conforms to UBC solid sheathing capable of resisting design wind Standard 14-2", the name of the inspection agency pressures both positive and negative. The sheathing (Architectural Testing, Inc.), and the evaluation report number shall be covered with a water -resistive barrier, as (ESR -1495). required by the applicable code. Double 4 inch Horizontal Dutch Lap TABLE 1-KAYCAN PVC SIDING 'MODEL PROFILE LENGTH Board & Batten Single 7Inch Vertical 10' - 0" D-4 Avanli Double 4 inch Horizontal Dutch Lap 12'- 6" D4 Marquis Double 4 inch Horizontal 121- 6" D-5 Contessa Double 5 inch Horizontal 12'- 0" D-5 Elegance Double 5 inch Horizontal Dutch Lap 12'- 0" Di -5 Vertical Double 5 Inch vertical 19 - n" Lewiston Double 4.51ndt Horizontal 12'. 0" Newport Single 61/1 Inch Horizontal 101-01 Ocean Park Bevel Double 4.5 inch Horizontal 12'- 0" Ocean Park Cove Double 4.5 inch Horizontal 12' - 0" Pladnum Series D-4 Double 4 inch Horizontal 12'- 6" Platinum Series D-4 Dutch Lap Double 4 inch Horizontal Dutch Lap 12'- 6" Platinum Series T-3 Triple 31nch Hodwrital 12'- 0" Prova Double 4.5 Inch Horizontal 12'. 0" Sierra Double 4.5 Horizontal 121. e" T-3 Classic Triple 31nch Horizontal Dutch Lap 12' . 0" T-3 Horizontal Triple 3 Inch Horizontal 12'- 0" Vented 8" Double 4 inch Perforated Soffit 12'- 0" Vented 19' Double 5 inch Perforated Soffit 12' - o" Solid IV' Double 5 InSolid Soffit12' - o" Center Vented 12"/Solld 12" Triple 4 inch Partially Perforaled Soffit 12'- 6" Vented 16" Quadruple 4 inch Perforaisd SoNil 12' - 0" Solid 16" 1 Quadruple 4 inch Solid Soffit 1 12'- 0" i -or sr: 'I inm - co. W mm. -#-. N Illift Cin ill ..... � ICC EVALUATION SERVICE, INC. >r Evaluate ■ Inform ■ Pmtecc N U Whirri-r. CA 90601 Lor AnaOlo, Swincstilte W-1 Ofaee • 5360 Wurktmn Mill RtwJ • �Qo2 c ICC Evaluation Service, Inc. ♦• �4 (1) ICG Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, financial interest in any company manufacturing or distributing products for which W a evalluations are issued, Itrrrt�lffffff�r - C V J manufacturing or distributing products It evaluates. _ (3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any distributing products for which reports are being issued. > Co > 0-0-0 (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest other entity involved in the approval process of the product. 0 0 iEnossealuation Service, Inc., O U - Ca O O p � .� � O C U) .� �- (C ,Q .- Cf) Q Z Z W J Illift Cin ..... � ICC EVALUATION SERVICE, INC. >r Evaluate ■ Inform ■ Pmtecc Whirri-r. CA 90601 Lor AnaOlo, Swincstilte W-1 Ofaee • 5360 Wurktmn Mill RtwJ • (562) 699-0543 phone - (562) 695.4694 fox „ Certification of Independence for Evaluation ICC Evaluation Service, Inc. ♦• �4 (1) ICG Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, financial interest in any company manufacturing or distributing products for which W a evalluations are issued, Itrrrt�lffffff�r / ^ (2) ICG Evaluation Service, Inc., is not owned, operated or controlled by any company V J manufacturing or distributing products It evaluates. _ (3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any distributing products for which reports are being issued. > Co > Company manufacturing or in any (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest other entity involved in the approval process of the product. 0 0 iEnossealuation Service, Inc., O - L- � U) M� W C:) W 5... z aaam+uiEgl•a•1 Oflk• • 7360 W,rom+n Mill R14J, Whitt- Calltamla 40901 • 15621 699 434 3 -116 15211 (205) Www,iCC-p.orq I R.W.4 deft. • 401 Wnr4nm roar Rout, C roast, 1Cluh Haul loin ,, 60476 + (704) 599-9600 00! Q J a SHEET PA N0. 1.0 I/L C(L C/L 4.9- C/L C�L I I I A „ T„ n h 01-A _n TO r 1I 91-4-n Td r /I I 21-4-0 TO CA _ 2.1-_.-4-0 TO C/L _I_ 25-4-0 TO C/L 136-0-0 ,C/L C/L C/L C/L C/L UNIT A UNIT D UNIT C UNIT C UNIT C UNIT A 01 0 I "a *C .` # y EAST COAS M.TRUSS DIVISION CUSTOMER: ENGLE HOMES 00 JOB NAME: ADCCCA MASTER TWIN LAKES GARAGE TOWNS w DATE: 12-15-04 (— REVISED: 02-09-06 < PAGE 1 OF 2 11864F :2 IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61 G15S-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS DESIGN ENGINEER". TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS, 2255 AVOCADO AVE. MELB., FL. 32935 OFFICE: (321)254-1581 FAX: (321)254-1582 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 ® OFFICE: (772)466-2480 FAX: (772)466--5336 *BUILDER'S WARNING* THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. DESIGN CRITERIA COUNTY: _ CODE: FBC—ASCE 7 LOADING: 55psf MWF SPEED: 110 M.P.H. SCALE: 3/16" = 1'-0" EXPOSURE CATEGORY = B MEAN HEIGHT: 15'-0" IMPORTANCE FACTOR = 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC LIVE: 00psf BC LIVE: 10psf BC DEAD: 05psf BC DEAD:03psf DUR FACTOR: 1.00 DUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON—CONCURRENT BC LL 10psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE LL 20psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B,G,H) NON—CONCURRENT BC MOVING LL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS ■�r ►Oi�i�����i�i�0i�i�i�i0'Oi'�'��i�i�i� ..................... • PLATE I im n MAl-I/ 1 " 1 DESIGN BY: ACJ ACAD BY: KSM I I 0 I 00 I 136-0-0 25-4-0 C�— 21-4-0 CSL 21-4-0 C i L 21-4-0 C 1 C/L 21-4-0 I ka 13-4-0 5-0-0 6-8-0 I 10-0-0 11-4-0 10-0-0 2 —4-0 _ _ _.� 3-®,.�--- 10 0.0 �.11-4-0 ®F� 10-0-0� I _ —8-0 5-0— -00 _4 UNIT A 0 - 13- �® 7— C/L v UNIT D C%L 21— UNIT C /L 6-0— _4-0 UNIT C I I —0-0 14-4-0 13-4-0 C/L �_ 21-4-0 C 2- EAST COAST LUMBER TRUSS DIVISION CUSTOMER. ENGLE r, JOB NAME. "ITY w ADCCCA -PFA��Fr?RD TWIN LAKES "GARAGE TOWNS" DATE: 12-15-04 REVISED: 02-09--06 PAGE 2 OF 2 11864R Lu I— W Q IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61 G15S-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS DESIGN ENGINEER". TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS. 2255 AVOCADO AVE. MELB., FL. 32935 OFFICE: (321)254-1581 FAX: (321)254-1582 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B 1 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANrF. DESIGN CRITERIA COUNTY: — CODE: FBC—ASCE 7 LOADING: TILE h WF SPEED: I'10 M.P.M. SCALE: 3/16" = 1'-0" EXPOSURE CATEGORY = B MEAN HEIGHT: 25'-0" IMPORTANCE FACTOR = 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC LIVE: OOpsf BC LIVE: 10psf BC DEAD: 05psf BC DEAD:03psf DUR FACTOR: 1.00 OUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON—CONCURRENT BC LL 10psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE LL 20psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B,G,H) NON—CONCURRENT BC MOVING LL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS IL—It—V 2540 9-4-0 PLATE HT I::__: 18-8-12 PLATE HT UNIT A LOAD BEARING PARTYWALL DESIGN BY: ACJ ACAD BY: KSM