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3010 Retreat View Cir 11-9 thru 11-15 (a)GENERAL PROJECT NOTES 1. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL RELY ON WRITTEN DIMENSIONS AS GIVEN. DIMENSIONS SHOWN ARE TO CENTER OF STUD, FINISH FACE OF MASONRY/CONCRETE OR GRIDLINES, UNLESS NOTED OTHERWISE. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND COORDINATED WITH ALL OF THE WORK OF ALL TRADES. IF DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE THE COMMENCEMENT OR RESUMPTION OF WORK. 2. CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY OF THE CONSULTANTS WORK AND TO BRING ANY DISCREPANCIES OR CONFLICTS TO THE ARCHITECTS ATTENTION IN WRITING, FOR CLARIFICATION. 3. THE CONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE ALL NECESSARY PERMITS AND INSPECTIONS. ANY FEES ASSOCIATED WITH, BUT NOT NORMALLY COVERED BY THESE ITEMS, WILL BE THE RESPONSIBILITY OF THE CONTRATOR., 4. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR THE SATISFACTORY COMPLETION OF WORK UNLESS DESIGNATED AS "NOT IN CONTRACT' (N.I.C.) OR "OWNER FURNISHED, OWNER INSTALLED" (O.F.O.I). ALL EQUIPMENT, WORK AND MATERIALS SHALL COMPLY WITH ALL CURRENT AND LOCAL APPLICABLE CODES AND GOVERNING REGULATIONS, AND THE CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL PROTECT ALL FINISH WORK AND SURFACES FROM DAMAGE DURING THE COURSE OF CONSTRUCTION AND SHALL REPLACE AND/OR REPAIR ALL DAMAGED SURFACES CAUSED BY CONTRACTOR OR SUBCONTRACTOR PERSONNEL TO THE SATISFACTION OF THE OWNER AND ARCHITECT. 6. UNLESS IT IS SPECIFIED, ACCESS PANELS SHALL BE PROVIDED AND INSTALLED WHEREVER REQUIRED BY BUILDING CODE OR FOR THE PROPER OPERATION OR MAINTENANCE OF MECHANICAL, PLUMBING OR ELECTRICAL EQUIPMENT. WHETHER OR NOT INDICATED ON THE DRAWINGS THE CONTRACTOR SHALL COORDINATE SIZE, LOCATION, AND TYPE OF ACCESS PANEL WITH OTHER CONTRACTORS' WORK. NO ACCESS PANEL SHALL BE LOCATED, FRAMED OR INSTALLED WITHOUT THE EXPRESSED APPROVAL OF THE ARCHITECT. 7. ANY WORK IMPROPERLY INSTALLED OR INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER, ARCHITECT, OR CONSULTANTS. 8. THE SIZE, TYPE, SHAPE AND LOCATION OF MECHANICAL EQUIPMENT, FIXTURES, EQUIPMENT PADS AND BASES CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE APPROXIMATE ONLY, UNLESS SPECIFICALLY NOTED. THE CONTRACTOR SHALL VERIFY DIMENSIONS WITH OTHER TRADES AND/OR THE EQUIPMENT MANUFACTURER. 9. THE CONTRACTOR IS RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING A REASONABLE AND PRUDENT OSHA COMPLIANT SAFETY PROGRAM FOR ALL THOSE TRADES PERFORMING WORK ON THE PREMISES. THIS SHOULD INCLUDE BUT NOT BE LIMITED TO THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MIGHT ENDANGER VISITORS AND STAFF OF THE OWNER OR ARCHITECT. 10. THE CONTRACTOR SHALL COORDINATE WITH REPRESENTATIVES OF ANY AND ALL UTILITY COMPANIES TO VERIFY AVAILABLE FACILITIES AND, IF APPLICABLE, TO ESTABLISH TEMPORARY FACILITIES. ADDITIONALLY, THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT, AND/OR RELOCATION OF EXISTING UTILITIES BOTH ABOVE AND BELOW GRADE WITH THE RESPECTIVE UTILITY COMPANIES. 11. SUBSTITUTIONS: REFERENCE TO MAKERS, BRAND, MODELS, ETC.; IS TO ESTABLISH THE TYPE AND QUALITY DESIRED; SUBSTITUTION OF ACCEPTABLE EQUIVALENTS WILL BE PERMITTED IF APPROVED BY THE ARCHITECT AND OWNER PRIOR TO BID (UNLESS NOTED OTHERWISE). 12. ONLY NEW MATERIALS AND EQUIPMENT OF RECENT MANUFACTURE, OF QUALITY SPECIFIED, FREE FROM DEFECTS, WILL BE PERMITTED ON THE WORK. 13. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL EQUIPMENT AND MATERIALS WHICH MUST INTERFACE AND COORDINATE WITH OTHERS, WHETHER DETAILED OR NOT. 14. FINAL CLEAN UP AND DISPOSAL: THE CONTRACTOR SHAL BE RESPONSIBLE FOR THE REMOVAL OF CONSTRUCTION DEBRIS, RUBBISH AND WASTE MATERIAL FROM THE OWNER'S PROPERTY TO A LAWFUL DISPOSAL AREA AND PAY ALL HAULING AND DUMPING COSTS. SECONDLY, THE CONTRACTOR WILL OBSERVE ALL TO PERTAINATE FEDERAL STATE AND LOCAL LAWS, REGULATIONS AND ORDERS REGUARDING COMPLETION OF WORK CLEAN-UP. FINALLY, ALL CONSTRUCTION AREAS SHALL BE LEFT VACUUM -CLEAN AND FREE FROM DEBRIS, INCLUDING, BUT NOT LIMITED TO: CLEAN ALL DUST, DIRT, STAINS, HAND MARKS, PAINT SPOTS, DRIPPINGS, AND OTHER BLEMISHES. 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 -CONSTRUCTOR 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 SCIRN -SCREEN SIMI - SIMILAR SHILVS - SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGID - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH TID -STANDARD STIL -STEEL STIRUCT - STRUCURAL TEIMP -TEMPERED TRK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONARY TOP - TOP OF PLATE TP' - TOILET PAPER HOLDER TYP - TYPICAL UNIO - UNLESS NOTED OTHERWISE VAC -VACUUM VAeL. - VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WIL - WIND LOAD WIP - WEATHERPROOF WWVM - WELDED WIRE MESH W - WIDE OR WIDTH WIDW - WINDOW W/f - WITH VVID - WOOD WNS - WIRE SHELF LE N NAR_ LENNAR TAMPA DIVSION 15550 Lightwave Dr. Suite 200 Clearwater, FL 33760 727.479.1700 Version Changes Ver. #:I Description of Changes 1.0 First Submittal 2.0 Removed window at master bath shower in Unit 1415, removed the cabinets at the rear of the Great Room in Unit 1209 and added a closet door and shelves, updated the truss layouts to CCA and updated firewall details. 3.0 07/08/10 Walk-thru revisions 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" 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 Townhonimies GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2007 FLORIDA BUILDING CODE (INCLUDING 2009 SUPPLEMENTS), PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2008 NATIONAL ELECTRICAL CODES ORDINANCE 92-19 - APPENDIX "J" TO FBC PLUMBING 2007 CODE. 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER -FLOW RATE. PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 4. ALL PLUMBING WATER LINES TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2007 FBC RESIDENTIAL. PORCHES AND BALCONIES CHAP. 3 HAN DRAILS - CHAP. 3 GUARDRAILS -CHAP. 3 E] STAIIRS -CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2007 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'4' 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) INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET - PROJECT INFORMATION Al 6 PLEX - FOUNDATION PLAN A2 6 PLEX -1 ST FLOOR FILLED CELL PLAN A3 6 PLEX - 1 ST FLOOR PLAN A4 6 PLEX - 2ND FLOOR PLAN A5 UNIT'l415' -1ST & 2ND FLOOR PLAN A6 UNIT'l209' -1ST & 2ND FLOOR PLAN A7 UNIT'1210' - 1ST & 2ND FLOOR PLAN A8 6 PLEX -1ST FLOOR - ROOF FRAMING PLAN A9 6 PLEX - 2ND FLOOR - FLOOR FRAMING PLAN A10 6 PLEX - 2ND FLOOR - ROOF FRAMING PLAN Al 1 6 PLEX - ROOF PLAN Al2 6 PLEX - EXTERIOR ELEVATIONS A13 UNIT'l415' -1ST & 2ND FLOOR ELECTRICAL PLAN A14 UNIT '1209' -1ST & 2ND FLOOR ELECTRICAL PLAN A15 UNIT'l2 0" -1`-9 & 2ND FLOOR ELECTRICAL PLAN A16 UNIT'1415' - INTERIOR ELEVATIONS A17 UNIT'1209' - INTERIOR ELEVATIONS A18 UNIT'1210' - INTERIOR ELEVATIONS SNO STRUCTURALNOTES SNI STRUCTURAL NOTES S3S FOUNDATION DETAILS S4 FRAME WALL DETAILS S4.1 STEMWALL DETAILS S5 ROOF FRAMING DETAILS S6S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS Sl l-1415 PRECAST DETAILS Sll- 1209 PRECAST DETAILS Sl l-1210 PRECAST DETAILS FW1 FIREWALL DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO DD1.0 PRODUCT APPROVAL INFO DDI A PRODUCT APPROVAL INFO DD1.2 PRODUCT APPROVAL INFO DD1.3 PRODUCT APPROVAL INFO DD1.4 PRODUCT APPROVAL INFO DD1.5 PRODUCT APPROVAL INFO DD1.6 PRODUCT APPROVAL INFO DD2.0 PRODUCT APPROVAL INFO DD2.1 PRODUCT APPROVAL INFO WD1.0 PRODUCT APPROVAL INFO WD1.1 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 IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESSONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. L �W a (.1 0 N wQQc9 '0 Waco = M Oz /y O LLOU_U W L U., > Z m r W Wo OZ U-<�z H00W o I- -65 a W Z LLDU� W PO LLl U) 5 _ (A W0ZNOW 9- �inW }¢WC92 x5555 =oa Cd No =W�-111 » mN __ hf- O O N T r LO L0 Q �w� w00 F- WW T��zt LU Q W (� W RM2J0O9W0W88U. 0 Q 0 <CYX' W 0zM Q 3WR96Z0R00M2z 0 (0W(LW 5wwWi�WWQO�Q C'10 JQ�p`�oZWZOwU O IL cll U. < W M~-rgwZ�QQ, U_ ¢ O �_ LL O Z N (n :L-. (G ccio ��..�LL.~ r L. 1- C6 d' Imo► Q CU ~ Z J Z LI LO �U LO J LO T_ 0 0 '0 .�, ! T- Ma@'AtNOi.RJ U., N N O v 0) (0 ci 'C .o M r Cd c� c +. L n 'C t�. t-�' 0 O O N T r LO L0 Q �w� w00 F- WW T��zt LU Q W (� W RM2J0O9W0W88U. 0 Q 0 <CYX' W 0zM Q 3WR96Z0R00M2z 0 (0W(LW 5wwWi�WWQO�Q C'10 JQ�p`�oZWZOwU O IL cll U. < W M~-rgwZ�QQ, U_ ¢ O �_ LL O Z N (n :L-. (G ccio ��..�LL.~ r L. 1- C6 d' Imo► Q CU ~ Z J Z LI LO �U LO J LO T_ F=_q z cc CS W = M LAST PLOT DATE C --I 11/11/2010 z _11_j 0 COVER SHEET -z= wW� L) o nQ. w�a XI - w �2= z 5 Q' W 2z� Z Q W (L2Z CnZ(n �a0 O U W 2 O x M 0 0 Ov 0 0 '0 T- T- T- C:, N N 0) (0 C) 0 0 0 c O •N (D 0 0 0 > ' N M F=_q z cc CS W = M LAST PLOT DATE C --I 11/11/2010 z _11_j 0 COVER SHEET -z= wW� L) o nQ. w�a XI - w �2= z 5 Q' W 2z� Z Q W (L2Z CnZ(n �a0 O U W 2 O x M 0 0 Ov 2P• I��R � I qNs I I rye O FN 1 tti� lix I I �Pa sr �olyN 44�G0 � Tie I N� �,, 2• THE WATER SERVICE rs" LINES TO BE 1" FROM O I MAIN LINE a cv� S UNIT '1415' PLUMBING RISER DIAGRAM N.T.S. — I GG S3 I /1 F1 ( (3) 2X4 P.T. BUC W/ LTS19 ABV II 71 iA 24"X24"X12" CONC. U PAD W/ NO.5 REBAR iv AT 6" O.C. E.W. 13'-0" 4'-10" 2'-11" 4'-3" 4" ❑ i i (3) 2X4 P.T. BUC CC W/ LTS19 ABV 2S3 0 0 I I � I UNIT '1415' FOOTING DETAIL 1/411 /4" 1'-0„ K � q7 S3 RJI` / / -1 2••��J OQ 11 J I �G I � G 2. K�Q'I'v I I P�5101 Ove n 3" I S'TOO`Ti r S" O ��• q�kN '� � s�Hk 3" I 1 5�� THE WATER SERVICE -a LINES LINES TO BE 1" FROM 5o1<1 MAIN LINE 5P' UNIT '1209' PLUMBING RISER DIAGRAM N.T.S. IIU II I u (3) 2X4 P.T. BUC GG W/ LTS19 ABV S3 _ 24"X24"X12" CONC. C= PAD W/ NO. S REBAR —L 11 AT 6" O.C. E.W. Z_ L= =Z7,- (2) ZLT(2) 2X4 P.T. BUC _ �— W/ LTS19 ABV CV I I 8'4" 6-5 1/2" T-61 4'-0" C1 I GG — (2) 2X4 P.T. BUC S3 W/ LTS19 ABV g CL CC S'I 3 I u I I (2) 2X4 P.T. BUC W/ LTS19 ABV (_,;`UN '1209' FOOTING DETAIL 1/411 = 1 1-011 Opp i G S �RJI� 2 c ��O � I I � I/l-L J �G 46. G�P� o -•�V 46" THE WATER SERVICE P• LINES MAIN LINEBE 1" FROM 7UNIT'1210' PLUMBING RISER DIAGRAM )IN.T.S. I II ( I II (3) 2X4 P.T. BUC Ll W/ LTS19 ABV GG S3 36"X24"X12" CONC. PAD W/ NO.5 REBAR AT 6" O.C. E.W. T1ZL i7�U/1l1 8'-4" 5'-8" 71_4" C K , 1— S3 S 0 CC ; S3 1 I L (3) 2X4 P.T. BUC u W/ LTS19 ABV i 4 UNIT'1210' FOOTING DETAIL 1 /4" = 1 -0" tz L) U_ a� CL 7 ELEV. r 8 ELEV. Jill, 8 a a 0'-3 1/2" A18 (-) 0-31/2 A17ELEV.ELEV. ° (-) 0'-3 1 /2 {-) 0'-3 1 /2 FL 136'-0" ELEV. (-) 0'-31/2" 7o 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 THICKEN EDGE TO 8" 13'-4" 12'-0" 9'-8" 11'-8" 9'-8" 11'-91 11'-8" 9'-8" 11'-8" 9'-8" 12'-0" 13'-4" . (NIP AT COVERED PORCH) 1'-4° 8'-4" 5'-0" 6'-8" r1,_0„ 5"-$" 11'-4" X1,_0" 5�_g�� 20"X20" CONC FTG THK EDGE TO 8" 5,_$„ 1'-0'� 11'-4" 5'-8" 1'_0„ 6'-8" 5'-0" 8'-4" 30" x 30" x 12" CONC. PAD „ ,_ „ W/(3) #5 RODS CONT 42" X 42" 4 6 10" 1 4 4„ 1,_8„ 1,_4„ 4„ 1,_8„ 1,_4, AIC PAD 1'"4„ 1,_8„ �� THK EDGE W/ NO. 5 REBAR AT (:�> THKEDGE TO 8" 42" X 42" 42" X 42" m A/C PAD 42" X 42" 42" X 46" O.C. E.W. (TYP AT _ SP A/C PAD 42" X 42" q o A/C PAD _-' A/C PAD COV. PORCH) A/C PAD N 1'-4" 1'-4' J ° ELEV. AT 0'-0" 8" MIN. ABV. GRADE TYP • 4" CONC. SLAB - 2500 PSI, W/ 6X6 W1.4/1.4 WELDED WIRE FABRIC OR FIBERMESH • 6 MIL VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO � SOIL POISONING (TYP) 20"X20" CONC FTG W/(3) #5 RODS CONT HB�713 ih B1'-4'H co o a ° a HB � G HB let N 11 ° ° ° o° ° ° 0 0 000 o u) all I `-n -1 13/4" DP X 91/2" 0 13/4" DP X 91/2" M ° o ° 3/4"DP X 91/2"3/4" DP X 9112"I1 0 g (WIDE RECESS 0 WIDE RECESS 113/4 DP X 91/2 WIDE RECESS WIDE RECESS I I REF I S6 REF WIDE RECESS ° ° ° 3/4 DP X 9 1/2 S6 ° cv `� � I �' M REF � � � `�° WIDE RECESS iv o SEE DTL I „„„ „ 11 %„ H„ „ „ SEE DTL o 2/A1 FOR � 6 -5 10 -5 4'-6”. 6 -5 31-11 11 -0 11 -0 31-1 1 6 -5 ill -Oil 31-11 6'-5” 2/A1 FOR FOOTING Il SEE DTL SEE DTL 16"X24"� � I n ( FOOTING 4/A1 FOR RE 3/A1 FOR G SEE DTL CONC FTG' _3� SEE DTL ° DETAIL ��� �%y��� DETAIL FOOTING FOOTING 3/A1 FOR 3/A1 FOR u I DETAIL �� DETAIL FOOTING W/ (4) I FOOTING 16"X24" CONC FTG c DETAIL RODS I DETAIL I W/ (4) #5 RODS t ° tic S6 „ „ CgNC F I ° o CONT. I If B CONT. M co I 16 X24 W/ (4—) B ( d g I S6 _, M ° N CONC FT RODS S6 — _ ELE I W/ (4 #5 CONT. - S6 I 43/' 0'- 1/2" ROD I C h C I AIo I CL S6 I A I 3/ " DP X I A 0 DP X S6 0 0 ° 4'-7” 15'-2„ I I a 3'_5„ A ELEV. S6 I I 9 1/2” S6 N 9 1/2" 3'_5° I 15'-2„ 4,_7„ J S6 rn (-) 0'-31/2" I I ELE, ELEV. I I WD ELEV. I I WD 2'-211 I = (-) 0 -31/2 (-) 0'-3 1/2 �ROCESS (-) 0'-3 1/2 RECESS 2'_2„ IELEV. C.J. — — — — �L t _ I = _ I = �� — I 3/4" D I X 9 1 /2" Hao U U -- U ul (-) 0'-31 /2" ° I I WIDE RECESS ° C.J — — a C.J L — ° «'_ — C.J. ° ° a �_ — C.J_ ° TII U I I c R NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = 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. h a� ELEV. (-) 0'-3112- THICKEN '-31/2"THICKEN EDGE TO 8"( TYP -411 AT COVERED PORCH) 30" x 30" x 12" CONC. PAD W/ NO. 5 REBAR AT 6" O.C. E.W. (TYP AT COV. PORCH) R F o I I I 4„ THICKEN 4" I 4" Y�2O"X20" 4" I �I FL,EDGETO 8" 3/4" DP X 9112" I ao 1v L o �I d d WIDE 16"X24" A CONC FTG n o J ° o ° ° ° ° 3/4 DP X 13 I ° I 3/4" IDP X 13"13 ° I � RECESS CONC FTG S3 W/ (3) t „ „ r C 4 ° RODS CON ° I 3/4" DP X 9 1/2" WIDE RECESS I () «; WIDE RECESS2 RODS ' ° THICKEN L WD RECESS T r ° —� ° a- iii:•::•:d❖:•::•::❖:•: ': J.... soPo......i9:� ■--� + [ f7❖o.•...•o.❖.00.,.,.,.,.,.,.,.,.,.,, .. �. ....................eeoo. , . v�o. :� :gym - - momr. 24" x 24" x 12" CONC. PADS A '-0' 1'-0' 1'-0' '-0' A W/ NO. 5 REBAR AT 6" S3 S3 TYP S3 > HB WIDE RECESS Hg Hg WIDE RECESS Hg WIDE RECESS S3 O.C. E.W. BOT. TYP 5'-8" 3'-4' '-8" 8'-0" '-4' " 3'-2" 3'-0" 8'-0" 3'-0" , 0" 3'-4" 3'-0" 8'-0" 3'-0" 3'-0" $'-0" 3'-0" 3'-4" 3'-0" 3'-0" 8'-0" 3'-0" 3'-4" 3'-0' '-4" 8'-0" ,-$" 3'-4" 5'-8" THICKEN EDGE TO 8" 1' 4" to 10'4" 13'-0" 4 6 T-4" 14'-0" 8 7'-4" 14'-0" 14'-0" 7'-4" 1 $ 14'-0" 7144we 8 4 13'-0" 10'4" 1-14 X2,_0„ 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 136'-0" ELEV. ELEV. ELEV. A ELEV. ELEV. 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 co io BORACARE TREATED LUMBER IS AN M ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) _—t20"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" -0" (-) 0'-31/2" 7 8 (-) 0'-31/2" 14 0'-31/2" IF0 0'-31/2" (-) 0'-31/2" (-) 0'-31/2„ V�i A16 A18 F- ao co F- co 1_ co H co F_ co 6 PLEX -FOUNDATION PLAN 1/811 = 1'-0" c') w �w o V N o a W J<Z N WaOp�_ w0OV OW T Q LL wzwZ N� 'n w OD Ca LL 0Z —OOZ u-¢ it F- Z F—pF-W �Z Z } > w i1.DW� 0) F) _ WUoa(O� 0O Lu Z po0Z F- >_ < mw -}¢w0mw MZ zw �gF-ono a wc') tea �w =w—» ca V) F -F- ¢ til 0 � V Lo� cu '� O � c,� .N�nt�•u, t:.L 0 55 P4 3 A w 0 F- F -Q -3 w `YZw V LL III Q•O210<O< <W (JOOJO Q Q U n� o"oRoom'zm < ~ ~ vOiwawc0wwwc5ww<z)fr.j C3� O Z �c'a. z _�wZOwc�oR (f7 LL aow o~p o fla u. < O F- QU. O Z N O (1) o co c")O a�LL~ > Lrn c� ti Q cu 0) cu P" Z J wLOV W JLf) r `r O O O cT , T r r 0) CO O O o T --M O O O O a� o O O > r- N CM Z Z O o'w'- Fn LO Lu r O W It—p (L °zW'c¢ wF-w Z 0zm H �Qw� O �0�u- 0:5 W� Z Q�. V0)Zcc) Z ¢ Z Z OU Od a O Z oc) Al 0 w Wroloolooll I � LAST PLOT DATE o roollooll 11/11/2010 p -1-j O 6 PLEX - �..� �..] FOUNDATION PLAN NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R p = FILLED CELL W/(1) #5 VERTICAL 0 = 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 1/891 /8„ = 1 1-011 1 11 U) rn HV 04 ix N W Q ¢ 3: O O CV IL 5:20D = zc r w0LLU ow r- wmw J x�co w L r 04 W �❑ 00 a OZ T *k �zw 0°_ I=-p�W �z > Z LL=W- Nco w w❑00Z UZNUwy2— i.Qw()r 2 �w w0z°a °° wcni--Ja Will =0smc�n �F 0 u � tJ "cd M O 00 y' P4 � � �i "W KK 0 N n I � UC5i P4 P4 k W W ❑ (1)W0~ F- � W -j f, Oz re W�-�¢O¢w`c¢LLOOLL (' Q vJ pm zF- OzOwoOmU O O U) Z ijlt>Z� 9�6uz-o¢O"0. �E-W gFv� �WpWUaQ 8Q 0 O �¢ZQ F. Q LL O Z O N 0 N O U) CO M p 7 LL > LL"O Q > CU cu ~ Z _j (1) W Lo U W JLo LoJ O T O r O !- O O CO r O M O C O O O r ° O W> r N M r � Z Z _Zo W(uj�o owcn W � 0 ZwLu lz-¢ w D 2 Z �z�5 W F— a.zzu. O_32Z zw o. z �zU) Z�L ado U o� a A20 w oo LAST PLOT DATE Lo o r-� 11/11/2010 p +j O 6 PLEX A ST FLOOR �� FILLED CELL PLAN "Mu 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 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" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ (2) 1X PT FURRING STRIPS, ❑ ❑ 3/4" INSUL BOARD AND 1/2" GYP ❑ ❑ 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES ❑ ❑ 8" CMU NON-BEARING 2X STUD W/ 1/2" GYP BEARING WALL 2X 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED Z-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: UNIT 11415' FIRST FLOOR LIVING = 618 SQ. FT. SECOND FLOOR LIVING = 823 SQ FT TOTAL LIVING SQ FT = 1441 SQ. FT. FRONT ENTRY = 58 SQ. FT. REAR PORCH = 53 SQ. FT. GARAGE = 271 SQ. FT. TOTAL SQ FT = 1823 SQ. FT. 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 5Q. FT. 6 PLEX - 1ST FLOOR PLAN 1 /8" = 1 "-O" I �w g V CV z W <¢ Z N j2=V z Uog:xLLZ WZ2j AT 18'-8" a: BD o� �a io 2 i� I'.O.P. AT 18' 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" N TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" 1 ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" cM J TO TOP OF CABINET A.F.F. Oz ud o S6 11'-8" IL. 1 9'-8" 7'-0" 18'4" e. co wpooz o n vzN0w �<Ui02 w W CD _j ��=od � d Will mc=n CV I= -H e- CD 6'-1" 12141 , 3'-0" T-8" 4'-2" 5'-6" 5'-8" 1, 5'-8" r � 6'-0" 5'-$" 5'-2" 1, 4'-6" 5'-8" 5'-811 � M 12'41 J _/rte 4"" 411 41 N O O O Go 2 i� I'.O.P. AT 18' GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ (2) 1X PT FURRING STRIPS, ❑ ❑ 3/4" INSUL BOARD AND 1/2" GYP ❑ ' ❑ 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES ❑ ❑ 8" CMU NON-BEARING 2X STUD W/ 1/2" GYP BEARING WALL 2X 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) s ao mao w w F h T.O.P.~ d T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. AT 18'-8"'dAT 18'-8"/AT 181-811 AT 18'-8!1 AT 18'-8! AT 18' -8"'4 -"AT 18'4`4" AT 18'-8" co co co g ° �y� �� Lm00���.//��oo ry�M�oo �°r° dao W In W W W t 1�1 T 7 a8 W �- HQ A16 A18 1=¢ A17 F -Q F -Q 1--Q ~d HQ � iiil_n11 25'-4" UNIT'1415' uj 04 wQd 21'-4" UNIT'1210' co 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209' MIRROR 25'-4" UNIT'1415' MIRROR 18'-4" 7'-0" 9'-8" 11'-8" o 9'-8" 11'-8" Oz ud o 11'-8" 9'-8" 11'-8" IL. 1 9'-8" 7'-0" 18'4" e. co wpooz o n vzN0w �<Ui02 w W CD _j ��=od � d Will mc=n w I= -H (n=*=C0 r,. D M p 6'-1" 12141 CL 0 LL 7 3'-0" T-8" 4'-2" 5'-6" 5'-8" 1, 5'-8" 4'-6" 5'-2" 5'-8" 1, 6'-0"' 6'-0" 5'-$" 5'-2" 1, 4'-6" 5'-8" 5'-811 5'-2" 4'-6" 3'-8" 3'-0" 12'41 J _/rte 4"" 411 41 4" O O O d)CO O � O M S6 cc F O O O io is M. BATH 0 ih BATH 77 M 77 io I a O O O M BATH oQ � r :O I 9 �. M w ca W r Ct M MASTER SUITE m ~ T.O.P.W ITH LQ Www W.LC. T.O.P. HWI ICMASTER SUITE WIC MASTER SUITE ""WIC AT 18-8WIC AT 18'-8" =m== I m °�° Z H W)- !�2zW CLZ I B S6 L J MASTER SUITE MEd MASTER SUITE MASTER SUITE BATH '` m — — H Q BATH ALJ w A4 O U W M W W �I w� D Lo a :""'( 11/11/2010 p 6 PLEX - 2ND IRLe F....� I II I BATH B#2H I BATH BEDROOMl 0 — — 0 — — 0 — — — UTILITY B I #2 I u u o � UTILITY B ,, — S6 I ��,. f' B m co M CD M 5D S6 — J wH w� © —J I T.O.P. T.O.P. T.O.P. 1-d T.O.P. �' d BATH #2 AT 18'-8" = AT 18'-8" AT 18'-8"' - AT 18'-811 op BATH 2 UTILITY I BED BED M B BED 2 I -- w I w ROOM ROOM w S6 ROOM w — BEDROOM #3 I ~ d ~ ¢ #2 BEDROOM #3 BEDROOM #3 #2 P d BEDROOM #3 #2 ~ d BEDROOM #3 BATH #2 j BEDROOM #2 I BEDROOM #2 I ---------I L - — — — ---- ---- ----I IL---------� 6'-2" 6 6'-2" 6'-8" 6'-4"3'-6" 7'-2" 6'-1011 31.6" 3"_6"" 7"_01' 71.01" 71.011 71.011 31-6"" 3"_611 71.011 71-0n 31_611 31-6" 6"_411 61.81' 61.21" 61.21" 4„ 3'_6," 411 4"" 4"" -4 12'" 13'-0" 7'-4" 14'-0" 7'-4" 14'-0" 14'-0" 7'-4" 14'-0" 7'-4" 13'-0" 12'-4" 25'-4" UNIT'1415' 21'-4" UNIT'1210' 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'120Y MIRROR 25'-4" UNIT'1415' MIRROR 136'-0" A16 ' A18 � A17 op m bo m eo T.O.P. ~ ¢ T.O.P. ~ d AT 18'-8" AT 18'-8" 6 PLEX - 2ND FLOOR PLAN 1/811 = 1'-O" t ,_ .� w -°r° m bm ED W� T.O.P. T.O.P. ~ ¢ T.O.P. P:¢ T.O.P AT 18'-8" AT 18'-8" AT 18'-V"'AT 18'-8' T.O.P. AT 18'-8" N cM N 00 T.O.P. 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 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 = 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 i. AM F- U uj 04 wQd 0 co W�0D H z ci Gi0OV 0w z a, ago aw�a =mw o �OOw Oz ud o �z F__ W z =aw Lu ui P:u- cn0 _ 55 co wpooz o n vzN0w �<Ui02 w W CD _j ��=od � d Will mc=n w I= -H (n=*=C0 0 N T 0 00 Q z w x O 0 0 V O in in cn r-1 'tl "' O co o� a, ago o *k �NU�]�R,WLa w 0 Y-. �¢ Ww _31L�OZow Q a O O =03 cm, WOZpw0o_jc ��a>zLaW -_ L-Wd0 fA 0 Z ¢��O�Fd�ZgwpWQ�¢ O�o oX�z W ¢ O �-dlL O z N (n=*=C0 r,. D M p z CL 0 LL 7 > ca z F_ 4� N N cu z W LZ � U J� Lo' J _/rte O O O d)CO O � O M O O O O O 0 O O O M � r N r Ct O zz z LQ Www L—' ZWXQ =m== z Z H W)- !�2zW CLZ < u - O�mZ W q VZ0 '` V) )) 0 ZQ F- U J w A4 O U W M W W LAST PLOT DATE D Lo a :""'( 11/11/2010 p 6 PLEX - 2ND 4-1 O F....� FLOOR PLAN 25 SH HD AT B' O ARCH ABV - 76 -811 TO 8'-4" CMU COL. WI (3) — NO. 5'S VERT. TOP AT 9'-4" A.F.F. MI (3) PT 2X12 STRING MI 2X4 PT BTM PLATE / -O 1 V v -It UNIT '1415' - 1ST FLOOR PLAN 1/411 /4" = 1'-0" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS 1" 1/2" NOSING N — ° ° PT 2X4 TOE KICK STAIR SECTION 1/291 /2" = 1'-0" lgOF WALL q OF WALL I 3050 SH HD AT 7'-1" B 3050 SH HD AT 7'-1" B `c c a c STAIR SECTION 1/211 /2" = 1'-0" I lkir_ ^c or%rnc! BELOW � ___. UNIT '1415' - 2ND FLOOR PLAN 1/411 /4" = 1'-0" 9- 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. 8" CMU W/ (2) 1X PT FURRING STRIPS, E3 3/4" INSUL BOARD AND 1/2" GYP 113 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES 113 8" CMU NON-BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. = 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 -34.83 <F> SQ FT = 1823 SQ. FT. OPENING MARK UNIT'1415' DESIGN PRESSURES (PSF) -120 mph POSITIVE NEGATIVE <&> 33.51 44.05 <9> 33.99 -36.96 <9> 31.16 -39.23 <9> 33.35 -43.74 E 30.78 -34.83 <F> 33.83 -44.67 STAIR DATA STAIR TOTAL MARK RISERS TREADS LANDINGS RISE A 17 AT 7 1/2" 15 AT 9 1/2" 1 10'-8" N p uj CD o 3: zi _ wa—ca XD UJ V O V �J r z ¢ U) > W 3: eco w =0O u- oz F- 0 ¢ w �_z 0_ hp�� �z z w � w �i=Z)WW co � 0ulu. 0 Z � 0 wao0Z H oz may- - }d=(9� H o!0r�J c° w J �' (n illUJI di o ON A «� Lo M L C9 0 00 -10 � ��� vp P4 P4 L cn u1 o H u�y,I� F- Q UJ J 0_ - o w (� W Qn-_jUO���u.U00�0 aC Q U ' no ozowoom°Z�0 � 0 O wwa>zww'aww<ozzLLowoN U- Z ¢Q�O�~ pIZYL zQQ� Q Ou_ ¢ O F_ O Z O N ry O u� tg (o ❑ M p CL❑LLti > Lr P-- Rf � ~ cc Q C z J (1) W L0 U W JLo Lo o o O dico 6 O O eL C6 O O O C 1 O � O O O O N M Z z zo J�,� 0w Lf � .*.j W?r0 O W ~pia E-� zWF¢ Is/ w H W = O0 = _ Z z 3: 5 H c�Qw2 i- �z� CLzzLL Lu O�2Z a N�ZZ Z �a0 Q of a w O w 0 Woo A5 O t1 M U) M LAST PLOT DATE o r -"I 11/11/2010 O UNIT'1415' - 1ST & 2ND FLOOR PLAN HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS 1" NOSING 1/2" N ti PT 2X12 STRII ^2X4 PT BTM —.a -- a e PT 2X4 TOE KICK STAIR SECTION 1/211 /2" = 1'-0" Y_ OF WALL 1" NOSING HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 N NOTE: SEE SHEET ST FOR MORE DETAILS ~ NOTE: 'i OF SEE SHEET S -11C FOR WALL LINTEL CALLOUTS & DETAILS 42" X 42" I OPEN SLAB FIRST FLOOR LIVING = iD iD 91-8"X 21-011 738 .- TOTAL LIVING SQ FT = HD AT T-1" 1311 13 13 � COV. FRONT ENTRY = M SQ. FT. & VALVE 1 rn TP 288 � NOTE: 'i OF SEE SHEET S -11C FOR WALL LINTEL CALLOUTS & DETAILS 42" X 42" I OPEN SLAB FIRST FLOOR LIVING = A/C PAD 1 91-8"X 21-011 738 SQ, FT. TOTAL LIVING SQ FT = HD AT T-1" 1311 13 13 � COV. FRONT ENTRY = 33 SQ. FT. & VALVE 1 -4PORCH 9'" X 3'-4" TP 288 ( 2 3050 SH TOTAL SQ FT = 24„ / (2) 2o AT EGRESS 1 411 6068 SGD CTOP AND HB OPT DBL. DAND R �! AT k642 O BOWL AT SINK I 5 A17 'n O o OI] � 1 ® MASTER BATH O 1 1 8'-0" CLG O 013 I ?�6� GLASS SHWR ENCLOSURE Il 0 0 M 0 u ci M DINING I I UNI) 1��Q 9 1 JP4 O RANGE W/ HOOD60 Q W (a W Q Q U w~a <M w _j co) �v�OOLLLL�z���F--'dF- z ��Nu-UOLL-1O I— F- O O O Z C! a' moa>owEw2, 1 9'-4" CLG ��°dOw I Ii j A17 O �F<-< 34 1/2" HIGH KNEE I o 3 A17 O fA (O (�U)Mp u-17 r 1 WALL W/ EXTENDED --- - DW > I— 'cu I� Q L:y) c ti J COUNTERTOP Z W A17 2 REF Lo Lo I P.T. BUC W/ USP ;t KITCHEN o r (' 2X4 0 r 9'-4" CLG L 12 AT TOP AND USP C) I LTS 19 AT BOTT OO O N FLR FIN UNE13 r C �° > 1 O BRG WAL 13'-4 3/4" X-9 1/4" N L T-5 1/2" T4 1/1211 4'-3" 10" 1 1'-10" r � UP Z Z )ww Lr)a "rl WU�O 1 2 3 4 5 CL � Oa3¢ 0 8 z �Lu�O 2�== 2 GREAT ROOM Z FLR FIN LINE ARCH ABV 7'-4" TO 8'-0" 1� >•o A17 PED SINK 1 PW 1 [p BATH 9'-4" CLG TE a� TP 2868 FOYER 9'-4 CLG v1 11 v o 00 co M 14'� �i ENTRY 4'-8" x 7'-0" ARCH ABW 7'-8" TO 8'4" 13'-2"X 13'-6" 9'-4" CLG 6" BRG WALL co 20 MIN FIRE RATED DR—, NILH L 23 I INSUL WALL ATED (2 2X4 P.T. BUC L_ — — — W)/ LTW 12 AT TOP AND USP LTS19 SLOPE CLG �t AT BOTT INSULATED/ BRG WALL, GARAGE ALIGN STUDS 13'-0" X 20 -4 - BELOW EACH If TRUSS ABV. 0 STAIR SECTION 1/211 /2" = 1'-0" S3 10" X 10" VENTING GRILL CONT. RAILING WI2X4 P.T. BUC LTW 12 AT TOP AND USP LTS19 AT BOTT LINE OF GARAGE IN — — F PEN POSTION T--�'7�:LINEOF --� — -- FLOOR ABV I I I O i OF WALL UNIT '"1209' - 1 ST FLOOR PLAN 1/411 = 11'-0" HB C•7 rn c aoc q OF WALL HEADROOM IN STAIRWAY TO BE 6-8" IN ACCORDANCE W/ FBCR R311.5.2 111 1/2 NOTE: SEE SHEET ST FOR MORE DETAILS 11 n�ncini� 1STAIR SECTION 1/211 = 1'-0" 9- OF WALL I ° 2040 SH FIRST FLOOR LIVING = I A17 TEMP 738 SQ, FT. TOTAL LIVING SQ FT = HD AT T-1" SHOWER HEAD FRONT ENTRY = 33 SQ. FT. & VALVE 52 SQ. FT. TP 288 ( 2 3050 SH TOTAL SQ FT = 24„ / (2) 2o AT EGRESS 1 -35.44 GLS CTOP AND HD AT 7'-1" OPT DBL. DAND R �! AT k642 O BOWL AT SINK I 5 A17 'n p caw � 1 ® MASTER BATH FAB. TB 1 8'-0" CLG flo/j, ?�6� GLASS SHWR ENCLOSURE k. M 0 2668 BF I N V-6" 15'-10" 0 co I I XU I MASTER SUITE � i IF�qj 15'-0" X 12'-0" „ N (Do 8'-0" CLG 4 13 11- A6 Ip R&S 8" WALL o o� c C N I r 1 CONT. M BATH #2 g RAILING 3 4 Q 5L6, 8'-0" CLG M A17 8 TP 2668 FLR FI D LINE g R&S 17 7IL 10 fD ZI(2)2668 AHU�p W BF 1 W/S ABV 1 113 2668 AT 5'-8" t DRYER VENT 1 HANSEN BOX DN M 6'-10" 3'-4" 3'-8" 3'-3" 1 L 141-31' 1E. co coBED #2 o 9'-8" X 10'-8" N 1 8'-0" CLG 1 :x] 4 W/ %UHTW20 AT P AND BED #3 USP MSTCM40 AT 10'-4" X 10'-5" u BOTT 8'-0" CLG 3050 SH .. -1 1 EGRESS I m HD AT T -1"U) I o 0 LL2 I — J — — — — 3050 SH EGRESS HD AT T-1" Q II 8 I I \,A17I I ---� L--------------------- LINE OF ROOF BELOW OF WALL WALL WALL UNIT' 1209' - 2ND FLOOR PLAN 1/499 /4" = 1'-0" A6 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 0 0 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES 113 [318" 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 O = 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 5Q. 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 <9> 34.97 -37.94 <t> 33.35 -36.32 F 34.97 -37.94 <9> 32.47 1 -35.44 STAIR DATA w w N WQaZ a co o N MARKSTAIR RISERS TREADS LANDINGS RISEL A NW co 17 AT 7 1/2" 14 AT 9 1/2" 2 rn rn F ul c V w w N WQaZ a co o N D: >�p= F— UJ 0 i of wz_WZ Q NW co o co w�� °nLLF- wo OZ �z o F-0OW Dwo: aZ _ w Lu �( wpo0Z 0zNUw ZI.- � >-a=(92 co LU Li) W C9 ¢ W p w�nl=-='aa p caw � =O'SmU) HH a +RI 0 u ci M " d o 0000 �N P,cn cd Mc. C rn UNI) 1��Q JP4 W wLWU 9)O -j < Ye 0 W (a W Q Q U w~a <M w _j co) �v�OOLLLL�z���F--'dF- z ��Nu-UOLL-1O I— F- O O O Z C! a' moa>owEw2, z0 OR-Mj2z U <ow_j °_wz�Woo 0. a LL ��°dOw Oww MH9 EMU< a OQ O �F<-< O z N O fA (O (�U)Mp u-17 r > I— 'cu I� Q L:y) c ti J Z W w 'n U Lo Lo o r 0 r 0 r C) C6 0 O 0 OO O r C �° > o r O o M > N r � Z Z )ww Lr)a "rl WU�O wLLJ CL � Oa3¢ 0 z �Lu�O 2�== 2 Z �zz 5 1-1 ¢ w M O W �ZZLL �zr� <Z UU)ZU) F� z �¢0 0 aJ d O w WA6 1 M -"I LAST PLOT DATE D uj o r 11/11/2010 -N 0 UNIT'1209' - 1ST & �.�•.j I—� 2ND FLOOR PLAN 61 HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS 1" NOSING N r+ PT 2X4 TOE KICK ;- STAIR SECTION 1/211 = 1 1-011 i OF WALL (3) PT 2X12 STRINGERS PT BTM PLATE HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS NOSING N r` ID �O j M rn rn El) 1 II 1 1 1 M —.—-,,—�-- a STAIR SECTION 1 /2" = 1'-0" I OF WALL i OF WALL UNIT '1210' - 1ST FLOOR PLAN 1/411 /4" = 1'-0" nD i OF WALL OPT DBL. BOWL AT SI 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 = 1'-0" q OF (i OF WALL WALL LINE OF ROOF BELOW q OF WALL �UNIT'1210' - 2ND FLOOR PLAN 1/411 /4" = 1'-0" W/S ABV AT 5'-V' SHOWER HEAD ROYAL TRAVIS 59 1/2" X 42" X WITH SKIRT 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. " CMU W/ (2) 1X PT FURRING STRIPS, 113 7771311/4- INSUL BOARD AND 1/2" GYP 113 Q 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES 113 8" CMU NON-BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1 /2" GYP. 1p = 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'1210' FIRST FLOOR LIVING = 509 SQ. FT. SECOND FLOOR LIVING = 709 SQ. FT. TOTAL LIVING SQ FT = 1218 SQ. FT. FRONT ENTRY = 33 SQ. FT. REAR PORCH = 52 SQ. FT. GARAGE = 288 SQ. FT. TOTAL SQ FT = 1591 SQ. FT. OPENING MARK U I0UJ 00 ui- Z N N O in Z ¢ r W Q Q Z O A W_o-�L] -37.94 >�QJ ZQ 0Jr �O 31.86 U. Nw C >Z2— J r co Lu h —❑ 'n -36.32 0Z a0Zo Do a LLL 7 xo�W aZ z <9> > w D LuP: � � i -37.29 0 Lu ?I�-- � 45 n,'= N Wpo0Z G VZNUw -35.44 mZ=Zw h W E- — �¢ 34.97 ,J Ur 0 p 0 �-2 4 J W =�'SMcill LuD co 1=-I=- ¢ Ne 0 V � U o� � fb ~ cM O 00 J)� 0 5 c �brn �' 3N M cu GNU -5 avi W O ~ z WO- ¢<Wg-¢dY~ Xj-iOw0OO lv o �Z 9 WyMMZnRaoLLOO J w05wWW WQaaaOO z zWwoW-ao'zzO LL ¢�2F- ¢o¢ u.¢ 0 L Ao OPENING MARK UNIT'1210' DESIGN PRESSURES (PSF) -120 mph Z N NEGATIVE A (1) o -37.94 <9> 31.86 -34.84 C U1 M p CL -36.32 <D> LLL 7 -34.83 <9> > L:� cu -37.29 <F> � 45 n,'= N OPENING MARK UNIT'1210' DESIGN PRESSURES (PSF) -120 mph POSITIVE NEGATIVE A 34.97 -37.94 <9> 31.86 -34.84 C 33.35 -36.32 <D> 30.78 -34.83 <9> 34.32 -37.29 <F> 33.83 -36.80 G 32.47 -35.44 H 34.97 -37.94 STAIR DATA STAIR TOTAL MARK RISERS TREADS LANDINGS RISE A F 17 AT 7 1/2" 14 AT 9 112" 2 10'-8" <.=, N .- z J N Iz L U J Lo Lo r o 0 0 mcry o O O co 0 0 0 c o (A � 0 00 Q.% r N M Zz O � �"'� owl J .� uiwj�> W �0 414H z a. 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Lu Lu 00 TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS 0 AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR z CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN Z, STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. FJ�i AT 4" ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO ui CONSTRUCTION. 8 ,17 21'-4" UNIT'1209' 21'-4" UNIT `1209'MIRROR :5 7 ca ca w �Lj E BM TIE 'TIE BM IL TIE Bm TI — I i .4 AT 9 AT 9'-4" AT 9 ca = ,cx) TIEBM, co TIE BM co W I Lu -1 w -1 b AT 9'4" 0 AT 9'4' C) z ji z z w o? LLJ p SIB AVI SCHEMATM 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 DRAWING- S SHALL BE REVIEWED AND APPROVED hTIE BM BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO Lu CONSTRUCTION. -)AT 9'4' TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS z AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR z CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN Z, STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & FIVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. AT 4" ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO ui CONSTRUCTION. TYPICAL TRUSS CONNECTORS I . ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". rn 2. USE RT'16'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16'S. w 4, USE HTA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. 7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. 8. USE (2)HTW20 FOR GIRDER TO FRAME CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. 21'-4" UNIT'1209'MIRROR 2 ou = co JIE BM A .. W AT 9'-4" co w z c? CID hTIE BM 0 Lu -)AT 9'4' z tr z Z, &TIE BM AT 4" ui AT 9'-4" rn WE 2 Rp" q 'IPA' ail, 3 L ANA ago, B OP 0 FLOOR kmp 46", L V, 4 10, 81, B S6 P, Mm", AVE Al &N`I�e S a B B 15 S6 J"'WX, 4o 3 sm j3l -N-1,40, 1A - r 5 NiTT Ell"i Ig IN I'll _j i4 17,�,i j, 2X4 LE DGER mg OR - , a- - i--1 2X4LEDGER E GE 'o, k TOP OF FLOORV 2)(A LE W Wl 16d NAILb- W1 16d NAI NAILS W/ 16d NAILS A I �El—iy 1L ®R' Z AT 81, 0 C 81, O.C. C. lg,Tgb —MR AT 8" O.C. KI 9- 4") AT'91- 4") g� AT 9 -4") A le iyP A �4043v r, W vu� g., "A"'g, 7 14'3 '1 W t�jp "I w w w (D OD PP !1"';k J03E 1AG 'A2R u 0 11 11 2-4 w oj L L bo w C? 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FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED m � w_� w °Q 1=� 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 8 N H� z¢ TIE BEAM z ¢ TIE BM T 9'4" 7TIE BM AT 9'-4 CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN AT 9'-4" mc m _ W app w°Q po P: 0 z� zQ — Ho —¢ (3) 2X4 P.T- Fz3 I i — — — — — r-, 3) 2X4 P.T--1 UC W/ USP L.TVql2!:] AT TOP SCHEMATIC DESIGN ONLY TRUSS NOTES: FLOOR TRUSS LAYOUT ARE SCHEMATIC DESIGN ONLY. THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC TRUSS LAYOUT AND TRUSS SHOP DRAWINGS MUST BE DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT LAYOUT DRAWINGS OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED 8 N BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO IIS CONSTRUCTION. N ,, TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS O F1 AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR w cQ CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN OZ¢ aim STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. GIRDER F15G BLOCKING, AS ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. FLOOR NEEDED ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO TRUSSES, CONSTRUCTION. TYP. 2x4's LAID FLAT TO BE _ 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. 1 (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. I , 8. USE (2)HTW20 FOR GIRDER TO FRAME CONNECTIONS. I i (2) USP RS 150 STRAPS, (1) PER 2x8 DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY N1,S-0" �� 3'-6 1/2" CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS lieMANUFACTURER. USP LSTA24 FRAMING DETAIL - 1209 3/411 — 11-011 BEARING WALL BELOW 2) 2x8's, EE DETAIL ( 2x8 FRAMING FOR LANDING, PER STANDARD DETAILS GIRDER—`/ B F15G A9 3 )LANDING11 1209 1/4 —1-0 136-0" 21'-4" UNIT'l210' EACH TRUSS F01 = — 21'-4" UNIT'1209' I 21'-4" UNIT'1209' MIRROR _ �- n USP THDH414 W/-----'7US)P 21'-4" UNIT'1209' MIRROR 8r �` 8 N II —_E y IIS N N LL N ,, N u O F1 ,18 w cQ A1'7 OZ¢ aim 2X4 P.T. (2 2X4 P.T. BUC W/ z3 BUC W/ USP o WALL, ALIGN FOB Ho (3) 2X4 P.T- Fz3 II — — — — — 08AN1111 I �ASONRY WALL 4w, �UC W/ USP F23 z¢ LL m LL I I TO 12 AT WALL, F0e m 1/2" X 8"TITEN HD TIE BM L------ --- - ALIGN STUDS BELOW -I m � AT 16" O.C. (2 ROWS) - TIE BM Ad AT 9'-4"ui Ah TIE BM 0° EACH TRUSS TIE BM �w— o TIE BM SS BA UFOBA TIE BM o TIE BM m C Lu o AT 9'-4" AT 9'-4" ` w C LBBTW 2 AT TOP Fz3 Z ¢ AT 9'-4" 1- AT 9'7�g O a H� �a AT 9'-4" F- AT 9'-4" Z¢ ¢ w°Q I -N °Q z¢ z e o TIE BM I F23 3 TIE BM RING m ` Lu o TIE BM AT 9'-4" w HLU o o Q BEAARING AT 9' MIRROR F23 AT 9'-4" It 11 11 Q Z I- .¢ H� z¢ AT 9-41' �� z¢ co E0 J w°D 3 m� z¢w1 co BEALL RING m e C13 Np S6 w C O > F- O C13 I orfl A9 F23 F13 o z¢ A16 F13 zQ o I 1— zQ F13 o F12 - EACH TRUSS F01 = — Z'n US)P THDH414 W/ I I II (3) 2X4 P.T. _ �- n USP THDH414 W/-----'7US)P N N LL LL B N N LL LL N N LL LL N LL N II —_E y IIS N N LL N ,, N u O F1 II ' F23 3) 2X4 P.T. Nv f1z o I I G16RDER &ILS (22) 30/16" OZ¢ aim 2X4 P.T. (2 2X4 P.T. BUC W/ z3 BUC W/ USP o WALL, ALIGN FOB SCREWS TO (3) 2X4 P.T- Fz3 II — — — — — 08AN1111 I �ASONRY WALL 4w, �UC W/ USP F23 STUDSELO LL ill xosmai LL I I TO 12 AT WALL, F0e S6 1/2" X 8"TITEN HD EACH T USS L------ --- LIC W/ USP ALIGN STUDS BELOW -I UDS BELOW AT 16" O.C. (2 ROWS) wccn w� LTW 12 AT TOP f12 2 H TRUSS EACH TRUSS .W. SS BA UFOBA F23 (TOP AT 10'-5") m C Lu I I ((2)) 2X8 P.T. LEDGER I I F07 LBBTW 2 AT TOP Fz3 (2 2X8 P.T. LEDGER I F07 W% 1/2" X 8" TITEN HD O a H� �a BEARING 20 w°Q I -N 1 F12 A9 z¢ Z¢ N0 I I F23 3 o RING Fol - BEAARING I AT 16" O.C. 2 ROWS) F07 TOP AT 10 -�" n F23 TIE BM BEAARING — — MIRROR F23 u It 11 11 Q z Q AT 9-4 A9 AT 9-41' WA (I 3 I f1z 3) 2X4 P.T. o �UC BEALL RING m e fz3 w C c > MIRROR �`g 3 I o m A9 F23 W/ USP WALL A16 A18 Z1- Wo b) w� A117 coo ZF- w� w� © H o F121 LTW 12 AT TOP I 22 —¢ F22 r¢ F22 �a I 264" UNIT'1415' 2) 2X4 P.T. 21'-4" UNIT'1210' �UC I F11 B O I OG 2 2X4 P.T. �UC m FOG �UC W/ USP 20G W/ USP S6 O W/ USP LTW 12 @ TP O O LTW 12 @ TP F11 o 136-0" L 12 TP F19 F19 F19 UC W/USP f11 ° Ft9 B BEARING BEARING S6 Ill BEARING B LTW12 AT F,� S6 WALL WALL �ie WALL S6 r,,,, FG2 z EACH TRUSS F01 = — Z'n US)P THDH414 W/ F o I _ �- n USP THDH414 W/-----'7US)P z THDH414 W/ _ — — USP THDH414 W/ — — AT 9'-4" F090p 0J O I1 O 1g I O F1 GIRDER &ILS (22) 30/16" I I I BEARING I I G16RDER &ILS (22) 30/16" OZ¢ aim 2X4 P.T. (2 2X4 P.T. BUC W/ F-0OW T. BUC W/ Fog WALL, ALIGN FOB SCREWS TO WLLW o❑� (9 co w❑OOZ F- F08 FAH — — — — — 08AN1111 I �ASONRY WALL 4w, 2X8 P.T. LEDGER STUDSELO FogF ill xosmai RING WALL, BEARING WALL, Foe WALL, F0e 1/2" X 8"TITEN HD EACH T USS L------ --- N STUDS BELOW ALIGN STUDS BELOW -I UDS BELOW AT 16" O.C. (2 ROWS) wccn w� Foe M 0 00 H TRUSS EACH TRUSS .W. SS BA UFOBA (TOP AT 10'-5") m C Lu c co FogA ((2)) 2X8 P.T. LEDGER I I F07 �o (2 2X8 P.T. LEDGER I F07 W% 1/2" X 8" TITEN HD O a H� �a BEARING 20 w°Q I -N VN/ 1/2"X 8" TITEN HD F07 z¢ Z¢ N0 m W H WALL, ALIGN STUDS BELOW I �� �� z z ¢ Fol - Hv- TIE BMS I AT 16" O.C. 2 ROWS) F07 TOP AT 10 -�" n _. 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THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC TRUSS LAYOUT AND TRUSS SHOP DRAWINGS MUST BE DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT LAYOUT DRAWINGS OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". 2. USE RT16'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS161S. 4. USE HTA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. 7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. 8. USE (2)HTW20 FOR GIRDER TO FRAME CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. 2ND FLOOR - ROOF FRAMING PLANT 1/891 /8" = 1 1-011 F- U o w¢< O Q 0 wILE0 > 2 D _ Zo w0OV ow wZ_wZNW w O �� CD =00u-1= OZ OQ �OOw �Z 0 O HOOW � >z z w u-��� �� Z0cOU) (9v_) p wpoOZ Z� D UZNUw fi Q=C9M �9F-o ff x w aWill mt= F - F = - Q 0 V ON ci D o mcu rj `� 0 00cl' Nl�l� t~IaM mnl�cu T16 C� L� C h N N W UI LU W I—¢ w J XLQ�LOZit Q5gJUO w�LL8g�JO Q Q U � 706gZatQZ2_joF- ��awjv0-wwwv0-i�a¢p�� 000 0 Z fA 1a° 02�9�6zOwUoa L� ¢ow QF -5 ow ¢ LL O i-`�u. >E O Z O N 0 N O U) M L M O Q � � r CL > L- ti Q C J Z (1) W ZaU WLO J LO v O O o o 0 O di co 0 0E 4ti 000 r Q oo N M r Z Z O ' n C) w 0) O � W � p OW CL W2 z ~moo Z �z3: I- _ _ H �¢W� O W JU Z �ZU) Z Z Fa0 U J a '. 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OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2007 SECTION R806 ATTIC AREA = 764 SQ FT VENTILATION PROVIDED AT RIDGE = 216 SQ IN VENTILATION PROVIDED AT SOFFIT = 255 SQ IN ROOF VENT CALCULATIONS: UNIT'1210' NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2007 SECTION R806 ATTIC AREA = 786 SQ FT VENTILATION PROVIDED AT RIDGE = 216 SQ IN VENTILATION PROVIDED AT SOFFIT = 265 SQ IN C017 25'-4" UNIT'1415' MIRROR 0) ix w Q r Wa�0 = N w0OJ Z Ow r wZ_w— N� XD aw�� �cf) co L0 =mwN OZ F— ui a Q �Z ❑ I=-pOW �Z Z w IL D w w fn _ w000Z z� 0 p UZNUw ' -<Luo2 aLu to WZI-ZJ QQ w w V5(9 ❑ ❑ J (n =oSmv) F -I=- Q d t� 0 u 0 Lf) en b o 00 o� P4 �� rn a� cu a� t. t. 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M � 5 � �� WQ vi w o F- W �1► W Q�X JU��:w(1) LL Q Q (> �v�0 0"'O�OO-JD d W"W oz iRoo �=) 8 -J<<w-wzamo¢ b aa Z ��D QLL 0g0 w O f-QLL G Z N O cu o > �� Q f/) M C C:) V- r cu N cur�- 04 Q �cNI` Z J ZLU W JLo LoJ C) 0 0 !- T r' 0) co o 0 4 000 c r cJa 0 0 z z O Lo a Lij Lo W F-0Lu 2 Lu2 Zwx'< www moo H Z S2z'S� H fY<wo �2zW IZzzLL W 0< _5 a a)zz Z E=. -Q0 g U O o- a 0 U M w W W0 Al 1Lo, LAST PLOT DATE o �--� 11/11/2010 O z-1--+ 0 6 PLEX - ROOF PLAN H ).-I 51/81, r M 0) 2" 1" 5 FOAM BAND 6 FCifAM WINDOW SILL 1 /2 - 1 -0 1 - 1 -0 11 HATCHING INDICATES 15/32" FIRE RETARDENT TREATED PLYWOOD (TYP) 12" X 36" APPLIED POLYPROPOLENE 12"X61" APPLIED POLYPROPOLENE SHUTTER (TYP.) 8" E9. 1 51, Ll 7 KEYSTONE DTL_. J/ = 1 1-011 1 1 1 1 1 / 1 I I I RAISED • I - . _" `I - IIIDILII III^ 1 11�' ' i f�-SIN i�lll�l�lll'�I�I�1' I�lilrlll_ 111.» .alp l l - 1 1" 1y Irod VIII■Tiii will 111 1 " I n ,. , .e/ Irlli:��11■111 1 111 111111111 1.1 qI q r1 IIIII■Illll■Iliq■ III■111111■n111 111111■1;;11 111111111 1 11■Illmlllmmmmll■Ii11■nrll■IIpIWa11M11 81111 STUCCO ' ..w1■Dill■Illlllr'!�II��■1I1!■Nr1r1,< 1 1 Ir1f 11111■lnnnnll■iu111�11u1■11III■Irlli i1w1B„111 9rI11■gllnnummnnl ll■ ul�loll■1rNl�eli %11 1.11 111 ..M 11111 ■nlll■11111�' '' llf' 11111 1111; x111 f 11111■nlll■lul■mll■Illll■lllll■llll lull■1 ll alrll 1111111111 VIII■n11n11111■�IIII��r111■111 "15 M” 111111;111 1 1 , 11 ELEV AT I .Al■11III■Ill�nlllr" tl�.' '1111111 11 %;,11111 11111■lllll■nlmn IGnllll■1111■11111 11111 111 :;11111 11N11■11111■11111■Illll■llln■71111/:'+�ti 11111 8111-�I 111 1111111111111 ..`rir..i t ' lrl III -r=AI 1�I�110 , ;.�e�x�s E a si pan : I ruirrrl�lu�lrir�malrrs►r110111 I gp11tA 1 ;'s R i l•gMA�I•Irl�l•Irl�l•Irr�lrl�i-�Irl �IrI1k 1 1�� i 1 �. 1 1 1 1x11 Y HEEL HGT. ELEV AT 18'-8 T.O.M. FOAM BAND SEE DTL. (5/Al2) ELEV AT 10'-8" 2ND FLOOR FF ELEV AT 9'-4" _ T.O.M. FOAM BAND SEE DTL. (5/Al2) 1" THK X 5" RAISED STUCCO BAND (TYP.) ELEV AT 0'-0" _ 1 ST FLOOR FF WINDOW SILL SEE DTL. (6/Al2) ■ ■ i��'� ►,1��r�l�►1'I ■ ■ iii �■ � � �' i�lll■IIL�111��' ■ ■_ _... " ISi�■III■ILII, lq__11 r ■ STUCCO BAND (TYP.) P 264" UNIT'1416 21' •FRONT 8 KEYSTON E DTL. 1 /2 - 10 4'-0" 4'-0" 4'-0" 1. L. 4'-0" 1'-0" I I /4" RAISED ,0 BAND (ET 12 ,16 4 :9 DCORATIVE WINDOW ,Hl= 11-011 — 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 \1 11 2 ELEV AT 10'-8" 2ND FLOOR FF ELEV AT 9'-4" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 0'-0" _ 1 ST FLOOR FF i 4 I R I 4 I ® I co ® ® ® 50 ® ® ® L ELEV AT 0'-0" - - - - - - 1ST FLOOR FF GRADE LINE (ASSUMED) DECORATIVE A/C UNIT DECORATIVE CEMENTITIOUS FINISH AND PAD (TYP) CEMENTITIOUS FINISH 264" UNIT'1415' MIRROR 21'-4" UNIT'1209' MIRROR �, 21'-4" UNIT'1209' MIRROR 21'4" UNIT'1209 21'-4" UNIT'1210' 264" UNIT'1415' 11 11 q ,6 PLEX - REAR ELEVATION =11/811 = 1 1-011 RIDGE VENT 12 (NP) 6� ELEV AT 18'-8" T.O.M. 10 ELEV AT 10'-8" 12 Al2 2ND FLOOR FF 41 - - - - - — ELEV AT 9'4" _ _ _ _ _ _ _ _ _ _ _ T.O.M. ao So °o F ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE (ASSUMED)_,xDECORATIVE CEMENTITIOUS FINISH ALEFT ELEVATION 1/811 = 1 1-0111 12 ELEV AT 20'-8" —16 HEEL HGT. ❑z 7 N J ❑ Z ELEV AT 18'-8" T.O.M. > wdR❑ I ELEV AT 10'-8" 12 2ND FLOOR FF 14 wZ_w- ELEV AT 9'-4" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF RIDGE VENT ELEV AT 20'-8" 12 Y HEEL HGT. 61 ELEV AT 18'-8" _ T.O.M. 10 = ELEV AT 10'-8" Al2 `r- ELEV AT 10'-8" ilk 2ND FLOOR FF 4� 2 4 - 2ND FLOOR FF - - _ - - - _ ELEV AT 9-4,ELEV AT 9-4, T.O.M. - - - - - - - - - - - T.O.M. co 0 8D 80 ELEV AT 0'-0" _ _ _ ELEV AT 0'-0" 1 ST FLOOR FF- - 1 ST FLOOR FF DECORATIVE GRADE LINE (ASSUMED) CEMENTITIOUS FINISH 4 RIGHT ELEVATION 1/811 = 1 1-011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON DRAWINGS. REFER TO FBC 2007 RESIDENTIAL, SECTION R703.8. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. *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 ALUMINUM SOFFIT 10 SOIFFIT DETAIL 3/4 - 11-011 12 SOFFIT DETAIL 3/4I = 1-0I 13 SFFIT DETAIL 3/411= 1-0I ELEV AT 18--g- 7 n KA 8'-8"TOM A3/4 IFFIT DETAIL - 1 -0 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 ALIUMINUM SOFFIT MANUFACTURED ROOF TRUSS ROOF FINISH PER ELEVATION ROOF SHEATHING METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT 0, o x ❑z 7 N J ❑ Z = p N > wdR❑ I �- wO_J �UwZ Ow 2J wZ_w- N� C) 00 �mw~ F_ w z OZ �Q ❑_ �* O xo�� w �Z z li DWa cncO-n w 2 0F_ C9tn wOC) U ❑zNOUZtw �~ }¢w0mw �I = a w (DJ cn ill =o�caU) I=-1=- 0 U 0" O �M r ~ 'Y3 M O 000 actio IN a�. C) (NN W W W Uj w01- w�¢ Ixm_j W,� zw z W�_.j�O W�lic)00�0 a gmwwQz0w00mZn�c`�j 0 0 fOn 0 z J5a8zwQF-zLLWQo�a -gau� ZZ ggwzowgam L Q Q 0 F Z¢ d O z o N O (1)0 (n :L'- (O p LLL r ��.. j cuti Q CU ~ Z -I W 5Z�U .� LO LOr J o0 0 O O 04 O 04O ON 1 D (c 1 M 1 c 1 0 C) �000 > r N M 1 z Z O ' ^ Ipv_) w O �0�a LU Z l -w ~m00 z rr= v 8 Z x z i—i �-mzw tY 2 W �zZu J Z Q 0can c1i Z z �a0 U CL a co Al 2 w O 0 W LAST PLOT DATE (n D to $ 1111112010 -1--+ O 6 PLEX - EXTERIOR �.� ELEVATIONS RECESS CAN, LAYOUT PER SPECS —�-- FOR -- --�` HOOD/ MICRO M ELEC — METER ELEC --- METER ;n ELEC ---_- METER 0 FOLOURESCENT v LIGHTING, LAYOUT PER SPECS ----r — 6�_0"------ 6�_011­ — GFI GARAGE k k �o FOYER 48 k I COVERED N 150-200 AMP m PORCH A NEMA 12'-10" ori WP 110V CLG GFI N #4 Solid COPPER Ground GFI 5/8" Galvanized Driven 1'-6" Ground Rods at least 6' apart 2'-0" 2'-0" MNT. OUTLET NTS LL¢ O —14 GREAT /11 111 ROOM r �FFTF___ 8'-2" ih F- L J1 1 DINING A a, \ GF t TO DISP I Dw GFI GFI \ n . KITCHEN A/C DISCONNECT N§4 TO 2ND FLR ELF II Ll CS WH I� —PRE WIRE GFI UNIT '1415' - 1 ST FLOOR ELECTRICAL PLAN 1/491 /4" = 1 1-0" PRE WIRE 48 I \. GFI GARAGE k NEMA1 FOYER 48 k METER MAIN rn � o� 150-200 AMP m 0 4 NEMA 12'-10" ori 110V CLG GFI N #4 Solid COPPER Ground 4 Q U 5/8" Galvanized Driven 1'-6" Ground Rods at least 6' apart 2'-0" 2'-0" MNT. OUTLET NTS LL¢ O —14 !f /11 111 iF O c) to — vw cri I Z W4 W W LO V I o JLO LO J i o WP O O I i GFI ! N ENTRY A I I QI to O4ti OO 4 4' 10" iv I L*J � O —PRE WIRE GFI UNIT '1415' - 1 ST FLOOR ELECTRICAL PLAN 1/491 /4" = 1 1-0" PRE WIRE LINE OF ROOF BELOW BEUOW ' `vv, F 6'-1" \. F k NEMA1 200 AMP LINE OF ROOF BELOW BEUOW ' `vv, F o F V-11" 6'-2" k NEMA1 LINE OF ROOF BELOW BEUOW ' `vv, F 200A INDOOR PANEL V-11" CENTER 0 NEMA1 UNIT '1415' - 2ND FLOOR ELECTRICAL PLAN 1/411 /4" = 1'-0" I Li 11m 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 4 SWITCH N DOOR JAMB 0 4 1/2" DUPLEX k OUTLET 4 TRIM 0 BASE ° k TRIM o 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 ® OR LOCATION & TYPE W/MANUF. SPECS TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET — SWITCH AT 36" - 3 WAY SWITCH AT 36" -ems 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 50W MR16 4" LOW VOLTAGE OWNER ,t8 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -(} CLG FAN PREWIRE AND SWITCH cs SCOMBINATION MOKE DETECTOR CARBON MONOIXED DETECTOR/ Q SMOKE DETECTOR c:U-182 UNDER CABINET 18" c:S-183 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 4 48"CLG MNT WRAPPED FLUOR LIGHT 5rr 24:;g 24" VANITY LIGHTING �Fr_= 36 :FuR 36" VANITY LIGHTING �4848" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN pVp DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION © ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER QT THERMOSTAT ® SECURITY PAD 200A INDOOR PANEL r-4- 11 1 ............... CENTER NEMA1 200 AMP METER MAIN rn � o� 150-200 AMP m 0 SER AL CABLE NEMA 0 ���'�O 3R POWER CO. FEED Ur w #4 Solid COPPER Ground 4 Q U 5/8" Galvanized Driven C.'! 0 Z Ground Rods at least 6' apart TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM O z �H-QLL 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 4 SWITCH N DOOR JAMB 0 4 1/2" DUPLEX k OUTLET 4 TRIM 0 BASE ° k TRIM o 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 ® OR LOCATION & TYPE W/MANUF. SPECS TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET — SWITCH AT 36" - 3 WAY SWITCH AT 36" -ems 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 50W MR16 4" LOW VOLTAGE OWNER ,t8 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -(} CLG FAN PREWIRE AND SWITCH cs SCOMBINATION MOKE DETECTOR CARBON MONOIXED DETECTOR/ Q SMOKE DETECTOR c:U-182 UNDER CABINET 18" c:S-183 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 4 48"CLG MNT WRAPPED FLUOR LIGHT 5rr 24:;g 24" VANITY LIGHTING �Fr_= 36 :FuR 36" VANITY LIGHTING �4848" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN pVp DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION © ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER QT THERMOSTAT ® SECURITY PAD r-4- 11 1 ............... a" O rn � o� m �P4 0 ���'�O Ur w W w I— w '_jW- z � H'240�W.0-682--jO 4 Q U au ozowoom°z�cai C.'! 0 Z f�w0.wfnW wwN�wQ=J �5� ZwM'_ZWZOwvpa O z �H-QLL LL¢ O !f O Z N O c) to M O LLL ti ca d: CL�-c �N cri Z W W LO V JLO LO J O O O O4ti OO O O O vA Iloollooll z ? O '^�,� L J WU�� 0W� O Lf)W F- a i 00"3:Q w H w 3: ED x x Z Z � HC�QWm CLZQQLL O OJ�z F- LU UWZU) Z Sao ZZ U of a a Al 3 O U w W 00 �; _ co LAST PLOT DATE o 11/11/2010 p LINIT'1416 - 1ST & 0 2ND FLOOR ELECTRICAL PLAN 4'41 — 4'-4— AIC DISCONNECT A COVERED I WP FOR HOOD / PORCH MICRO I \ e N I GFI GFI GFI Oo a D DINING SP KITCHEN GF GFI II co A I r-- DW I � o I CV \ GFI REF 4'-9" 3'- 1/4" 20-0" \ V-1" o cs TO 2ND °p FLR ELEC F67 I GREAT j ROOM WH FOYER I GFI 2'-0" G / \ 2'-0 3/4' GFI L----- -- PWDR ELEC _ A BATH ' PANEL ' 1'-7 1 /4" 1'-6" 1& 1i GARAGE �t L?1 48 110V CLG__ �G,�FI a WP MNT.OUTLET� GFI J i GFI 4 GFI ENTRY — — I i o I PRE I I ! I WIRE PRE WIRE RECESS CAN, LAYOUT PER SPECS OPT FLOURESCENT LIGHTING, LAYOUT PER SPECS GFI OUTLET & LIGHT W/ OPT. DBL, BOWL 4'-1011 l:a 1 11 LINE OF ROOF BELOW UNIT '1209' - 1ST FLOOR ELECTRICAL PLAN 2 UNIT '1209' - 2ND FLOOR ELECTRICAL PLAN 1/411 /4" _ 11-011 1/411 _ 11-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A)BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS, FAMILY ROOMS, DINING ROOM, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 5. TAMPER RESISTANT OUTLETS ARE REQUIRED IN ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 406.11 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2008 NEC 200A INDOOR PANEL CENTER NEMA1 200 AMP METER MAIN 150-200 AMP J1 aSER AL CABLE NEMA 3R POWER CO. FEED #4 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 1 SWITCH iv DOOR JAMB 0 4 1/2" DUPLEX r OUTLET Q TRIM ih n BASE_J ° TRIM q NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED .. TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE '® STRUCTURED WIRE OUTLET -�- SWITCH AT 36" 3 WAY SWITCH AT 36" -� 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36" --fl PUSH-BUTTON DOORBELL -{ CLG MNT LT FIXTURE -{- CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -{IT} WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR -30 NFL 6" WHITE BAFFLE USED IF APPROVED BY �6 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS to 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL * CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR Q SMOKE DETECTOR CU -183 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 4 48"CLG MNT WRAPPED FLUOR LIGHT F -m 24:R 24" VANITY LIGHTING 9;3F 36 :6-uR 36" VANITY LIGHTING �4848" VANITY LIGHTING p EXHAUST FAN/LIGHT Q EXHAUST FAN �p DOUBLE FLOOD LIGHT W/ COVERS AND T.T 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION © ELEC PANEL �V VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER (© THERMOSTAT ® SECURITY PAD F o m Aa, MOOHO o r v � n t! ca l� ct&RUo INN o IN� P4 W ww w ww°O I— Q � J w ~ Z w 0 Q Q U �0X�<00 DO°1ZLLw_Z290 it L.6000 JO 0�¢Q 0 0 Z WCL 65iiwwwc°`5waf QOQ°g�°-_gwp2v°fL p U) O O< eQ� ¢ 0 LL O Z O N U) (0 O M p r > cu LL's �N Can)� Z (I) ED � U J Lo� r 0 0 0 m O co 11 0 CO O 0 c O o O r ° o 0 0 r cV I M Z Z _ZO Uj owLn w 0 W Val 0 a [� Owwm a. m I- Z w l-- wI-w =m== Z I— H �QWm o w LLZZau O�Mz QVU)Za) Z Z I=-40 of a �j w O w W mcc I LAST PLOT DATE M o r"'I 11/11/2010 UNIT'1209' - 1ST & 0 �� 2ND FLOOR ELECTRICAL PLAN GFI OUTLET & LIGH W/ OPT. DBL. BOWL PRE WIRE RECESS CAN, LAYOUT PER SPECS FOR HOOD / MICRO OPT FLOURESCENT LIGHTING, LAYOUT PER SPECS PRE WIRE UNIT '1210' - 1ST FLOOR ELECTRICAL PLAN I 1/419 /4" = 1 1-011 A I GII LINE OF ROOF BELOW UNIT '1210' - 2ND FLOOR ELECTRICAL PLAN 1/491 = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS, FAMILY ROOMS, DINING ROOM, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 5. TAMPER RESISTANT OUTLETS ARE REQUIRED IN ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 406.11 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2008 NEC 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 O SWITCH N DOOR JAMB 0 4 1/2" 4 Live DUPLEX OUTLET o 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" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6- SWITCH AT 36" -6 3 WAY SWITCH AT 36" -4e- 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL -1�- 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 y6 50W MR16 4" LOW VOLTAGE OWNER 8 50W PAR20 NFL 4" MINI ROUND RECESS e 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH cs SMOMBINATION OKE DETECTOR BON MONOIXED DETECTOR/ Q SMOKE DETECTOR CU -18= UNDER CABINET 18" cS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP c 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 'F -m 24:R 24" VANITY LIGHTING FFFF 36 :ruR 36" VANITY LIGHTING 48 48" VANITY LIGHTING �O EXHAUST FAN/LIGHT C� EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION D ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR IE3 A/C REGISTER QT THERMOSTAT On SECURITY PAD 200A INDOOR PANEL CENTER NEMA1 200 AMP METER MAIN 150-200 AMP O u OSER AL CABLE NEMA 3R O ago' )C POWER CO. FEED .cu #4 Solid COPPER Ground 5/8" Galvanized Driven Ground Rods at least 6' apart TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM W W W 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 O SWITCH N DOOR JAMB 0 4 1/2" 4 Live DUPLEX OUTLET o 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" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6- SWITCH AT 36" -6 3 WAY SWITCH AT 36" -4e- 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL -1�- 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 y6 50W MR16 4" LOW VOLTAGE OWNER 8 50W PAR20 NFL 4" MINI ROUND RECESS e 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH cs SMOMBINATION OKE DETECTOR BON MONOIXED DETECTOR/ Q SMOKE DETECTOR CU -18= UNDER CABINET 18" cS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP c 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 'F -m 24:R 24" VANITY LIGHTING FFFF 36 :ruR 36" VANITY LIGHTING 48 48" VANITY LIGHTING �O EXHAUST FAN/LIGHT C� EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION D ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR IE3 A/C REGISTER QT THERMOSTAT On SECURITY PAD RR O u .� u U"� M O ago' )C .cu a� �ccvtn�l�rs, W W W �,I Uj W O ~~Q o:�J Z0 Ix WH �5 ¢U.00U_ (a Q Q V _j00�0 <00-'Z�yI�02200 _ I= N�tL wWvO—i�it< 0 0 uiO Z Q�adOw N wzow o°L W OW 0~D owZQ Q� LLQ O O Z N N O fn � CU " MC) O d cu � -G Cu r.: ~ Q CU Z --I wLV W �U*) LIDr O r O r O r C) O C6 r O M O Cc O O O r O C O O N O �/ r__T64 > r- M ^ Z Z -ZLD �^ W w III LD L) r> O WF-0�0. Z W F FQ- IYI'III =m== Z �Z3:= m W zrx0 W �ZZIi D 5 _j LU a ~¢0 Z of a � � L Al 5 O U W W W M LAST PLOT DATE o r r-- ( 11/11/2010 UNIT'1210' - 1ST & -r•-� F"� 2ND FLOOR ELECTRICAL PLAN KITCHEN 1/211 = 1'-011 ELEV AT 20'-8" HEEL HGT. ELEV AT 18'-8" _ _ - T.O.M. ELEV AT 10'-8" _ 2ND FLOOR FF - ELEV AT 9'-4" T.O.M. COVERED PORCH ELEV AT V-0" - - 1ST FLOOR FF '-- O co VANITY LIGHT 5�t:� SHWR HD - TILE SHWR- 42" HIGH MIRROR BACKSPLASH VALVE- SPIGOT - 31 -011 2'-7 1/2" " FILLER BATH #2 1/219 /2" = 1'-011 Tv F 1'-3" 2'-6" 1'-3" 2'-0" V FILLER KITCHEN 1/211 = 1'-011 col o Iffm immmm l 2'-6" 12 "--PRE-ENGINEERED WD. 6 TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) R-30' BLOWN INSULATIONR-19 BATT AT ALL KNEEWALLS I — 2"X4" FRAME WALL — R-11 INSUL. MASTER SUITE 16" DP. FLR. 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[TRUSSES AT 24" O.C. --ARCH COVERED SEE FOUNDATION PLAN FOR PORCH FOOTING SIZES &i LOCATIONS r,_-,`�UNIT'1209' - BUILDING SECTION 1/491 /4" = 1'-0" KITCHEN 1/211 /2" = 1'-0" 14 1/2" X 16" DRYER VENT RECESS O r r 0 "c1) WIRE SHELF ::,N CV W Q Q (D "HANSEN" N FOYER 220 VOLT BOX COV. 9 c0 r----- -i r---- -----7 -- BATH C*4 LLjL0 =muu- I I I I ---- p ----� I --- ----a oz D¢ D i i W I I I I I- �z o I I I I ED Z > ii i I I I I M � I I I I l I I I ��opl�- � 0OOz _ Lu Z 0 u I I I I ~pli pp 7 UTILITY ROOM 1 -0 ELEV AT 18'-8" T.O.M. 11 INSUL 12 12 4 ELEV AT 10'-8" 2ND ELEV AT 94" T.O.M. --ARCH �ToP w W Q Q (D O O FOYER COV. g� TEXTURED CEMENT FINISH OVER CMU BATH C*4 LLjL0 =muu- ENTRY oz D¢ (TYP.) 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TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) ELEV AT 20'-8" 12 R-30 BLOWN INSULATION HEEL HGT. 6 F_ R-19 BATT AT ALL ELEV AT 18'-8" L.J KNEEWALLS T.O.M. • No II 01108101, ■t ii II 1■■■■■ 11 �C1',1A �'I■■■■■ 2"X4" FRAME I11■■■■■WALLII 1■■■■■II 1■■■■■�■■■■■ ELEV AT 10 -8 T.O.M. ul Illi WD. - — � ELEV AT 0'-0" _1_1 _I _ J .Y 1 ST FLOOR FF SEE FOUNDATION PLAN FOR FOOTING SIZES & LOCATIONS UNIT '1210' - BUILDING SECTION 1/411 1'-0" KITCHEN 1/219 /2" = 1'-0" TUB f, 3'-6" 4'-91 BATH#2 1/211 /2" = 1'-0" 0 zo 4 ih ANITY LIGHT ,,,,,.s " ap Eo Q 42" HIGH MIRROR 4" BACKSPLASH I c MC CO Eo F — I 2'41 1 1' ' /2'"FILLER ELEV AT 18'-8" T.O.M. BEDROOM #2 TO TO HALL BAT S#2 16" DP. FLR. TRUSSES R-11 INSUL. AT 24" O.C. 12 4 ELEV AT 10'-8" _ - - 2ND FLOOR F ELEV AT 94" LEDGER T.O.M. ---ARCH ARCH TIO PW►DR FOYER SBKTH ENTRY TEXTURED CEMENT FINISH OVER CMU (TYP.) ELEV AT 0'-0" 1 ST FLOOR FF 4 Co KITCHEN 1/211 = 1 I-0" N r E? ih t VANITY LIGHT OD U �— Eo OPT VANITY LIGHT WITH OPT. BOWL 0 Co � 42" HIGH MIRROR MC 4" BACKSPLASH OPT BOWL Eo ih 1/2" FILLER _' ;MASTER BATH 1/211 =1 1 1-011 TP co cn 0) U w rL N W Q Q O CV o o w1 (L L.1. / CNN zp T 00 wj -i WIRE SHELF N 04W o -0o 0 O z N "HANSEN" 00 ? Haw W W W BOX 220 VOLT Z W 2 LL :) cn W o p cn O fn Wpo0Z Z_ UZNUW -QZC72 N W(9=QW w I I I I I Co U) F_ Q W i i D I I I I I I I I I I I I I I Cl) ea I I I I I I I I 0 I I I I u I i -i I m SPLAYED 5 UTILITRO Y OM 1 /2 — 1 -0 3'-3" O io N T O CO -14.1/2" X 16" DRYER r VENT RECESS r Eo 0 T 12 6� F `--- PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) ELEV AT 20'-8" 12 R-30 BLOWN INSULATION HEEL HGT. 6 F_ R-19 BATT AT ALL ELEV AT 18'-8" L.J KNEEWALLS T.O.M. • No II 01108101, ■t ii II 1■■■■■ 11 �C1',1A �'I■■■■■ 2"X4" FRAME I11■■■■■WALLII 1■■■■■II 1■■■■■�■■■■■ ELEV AT 10 -8 T.O.M. ul Illi WD. - — � ELEV AT 0'-0" _1_1 _I _ J .Y 1 ST FLOOR FF SEE FOUNDATION PLAN FOR FOOTING SIZES & LOCATIONS UNIT '1210' - BUILDING SECTION 1/411 1'-0" KITCHEN 1/219 /2" = 1'-0" TUB f, 3'-6" 4'-91 BATH#2 1/211 /2" = 1'-0" 0 zo 4 ih ANITY LIGHT ,,,,,.s " ap Eo Q 42" HIGH MIRROR 4" BACKSPLASH I c MC CO Eo F — I 2'41 1 1' ' /2'"FILLER ELEV AT 18'-8" T.O.M. BEDROOM #2 TO TO HALL BAT S#2 16" DP. FLR. TRUSSES R-11 INSUL. AT 24" O.C. 12 4 ELEV AT 10'-8" _ - - 2ND FLOOR F ELEV AT 94" LEDGER T.O.M. ---ARCH ARCH TIO PW►DR FOYER SBKTH ENTRY TEXTURED CEMENT FINISH OVER CMU (TYP.) ELEV AT 0'-0" 1 ST FLOOR FF 4 Co KITCHEN 1/211 = 1 I-0" N r E? ih t VANITY LIGHT OD U �— Eo OPT VANITY LIGHT WITH OPT. BOWL 0 Co � 42" HIGH MIRROR MC 4" BACKSPLASH OPT BOWL Eo ih 1/2" FILLER _' ;MASTER BATH 1/211 =1 1 1-011 TP co cn 0) U w rL N W Q Q O o o w1 (L L.1. / CNN zp T 00 wj -i o W WzWZ mLL 04W o -0o 0 O z oz u. - F- F -Z a 00 Haw W W W QZ � Z W 2 LL :) cn W o p cn O fn Wpo0Z Z_ UZNUW -QZC72 N W(9=QW w 55 J(L (n 111 Co U) F_ Q ea 0 u m :o Lf) � 0 00 ' o� P4 ��� CI�o a� Q)C wN� Lu LLI(' W ILLI Vi Woh HQ Ww J Ww�~ZO! a0XJ(1) cYjg��O U 0z0�00inZD U X00 U- Z J¢*pW�oI-WzpWv0a a$w QI -j_Q�Z Q a LLQ O H aLL O Z O N N O in (O (� _cMp LL r r - c � G Cc L ti Q Z -I N W ZLU JLo Lo O O O & o cm T- o m O c © O O r ° O�I� w N m r � Z Z O LoLo .�..j wU WWC0 o O W �0�a Lu W Lu D moo L z'3 D ISI W p W F a.zQQLL OJ2z V_nZu P z =Qo oa z F -U o: Al 8 0 Wr_� s D LAST PLOT DATE Lo o �--'i 11/11/2010 p 0 UNIT'1210' - INTERIOR ELEVATIONS 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-05, ASCE 5/ TMS 402-05 & ACI 530.1-05, ASCE 61TMS 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.1.5. FLORIDA BUILDING CODE (FBC), RESIDENTIAL, 2007 EDITION (INCLUDING 2009 SUPPLEMENTS). 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 9TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI"2. 1.2. DESIGN: 1. 2. 1. ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 61TMS 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC), RESIDENTIAL, 2007 EDITION (INCLUDING 2009 SUPPLEMENTS). 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.2. 2.3. 2.4. 2.5. 2. 1. I. UNIT WEIGHT OF SOIL, COMPACTED: 120 NGF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C,M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOORTRUSSES 15 LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) RAILING LOADS: 2.3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3, ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301 OF THE FBC, RESIDENTIAL, 2007 EDITION W/ 2009 SUPPLEMENTS, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING, INTERNAL PRESSURE COEFFICIENT OF +/- 0.18 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-02 DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615-94 GRADE 40, f"y = 40 Kai 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 24", #3 BAR 18". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C -I -P CONCRETE FORMED AGAINST EARTH: 3" C -I -P CONCRETE EXPOSED TO EXTERIOR: 2" C -I -P CONCRETE NOT EXPOSED: 1Y2" GROUT FILLED MASONRY: 4. 1, 7. WELDED WIRE FABRIC (WWF): ASTM A185-01 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 -LATEST EDITION, 4.2 4.3. 4.4 4.5. 4.6 4.7. CONCRETE: 4.2.1. 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE GONGREI L MIX vvi I n ar..Umr BETWEEN WAND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2004 STANDARDS. 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. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E =1200 Ksi ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIfTPI 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 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 Kai ROUND METAL PIPE: ASTM A53-01, GRADE B Fy =35 Ksi SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X 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. 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) STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. 4.8.2. FOUNDATION IS DESIGNED FOR SOIL PRESSURE CAPACITY OF 2000 PSF. 4.8.3. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 2007, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-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 cementitious 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. FBC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must 6e 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. must R320. 1.5 before exterior soilntrdeattmenkalong the foundation perimeter 10. FBC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC R320.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC R320.1 - All buildings are required to have pre -construction treatment. 13. FBC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 4.8.4. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NOTE_ IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 1S THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS, 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTUIRAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1, OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308A, 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 R308A. ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. MODULES OF MIN. 28 DAY ELASTICITY CONCRETE TYPE DESIGN (Pc) DESIGN (E) C -I -P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C -1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Kai C -I -P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE GONGREI L MIX vvi I n ar..Umr BETWEEN WAND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2004 STANDARDS. 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. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E =1200 Ksi ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIfTPI 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 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 Kai ROUND METAL PIPE: ASTM A53-01, GRADE B Fy =35 Ksi SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X 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. 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) STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. 4.8.2. FOUNDATION IS DESIGNED FOR SOIL PRESSURE CAPACITY OF 2000 PSF. 4.8.3. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 2007, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-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 cementitious 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. FBC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must 6e 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. must R320. 1.5 before exterior soilntrdeattmenkalong the foundation perimeter 10. FBC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC R320.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC R320.1 - All buildings are required to have pre -construction treatment. 13. FBC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 4.8.4. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NOTE_ IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 1S THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS, 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTUIRAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1, OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308A, 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 R308A. ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. COMPONENT S CLADDING DESIGN PRESSURE. I125mph enclosed, 3 $ea; 9wst 21M2 to (0112 pr,gh Expasuro C. Height a 30 feet, Importance 1`00tar =1 p) TRISUTAF�Y:AREA (6'rl ROOF V+taLL ZONE ZONE2&3 ZONE :4 ZONE 14. 30.9 -S3z 209 _16A W3 -393; 363 -496 30' 19.0 -32.9-, t9-0. .63.6 346 -377 346 -454 50. 167 -31.1 19.7 -55.0 32.5 -35.6: 325 -41.0 140 14.7 -34.1 14.71 --48.4 30.& 412 309 437,7 125.... 141 -301 14.7 49.9 Sqz -53.8 208 -37, 7 Notes: 1 For4ffsctNe areas or wind speads seinen those gluon ahOve the 100. May he interpoatod °IhP VSa M the load 110001010 with Me jq,vpr anfaptfve area. 2 Table values shall be adjusted for height and ai pimte by multiplying by adustrin"t_ poeffrmantsdrf Table x301.2(3) d the. Flalde. Residential Code 2004 8. Plusend minas: Signs sign ify pressoms,ading.toward and away from tho;pudding RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 101-8" (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. 11'4" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13--0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (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 S CLADDING DESIGN PRESSURE. I125mph enclosed, 3 $ea; 9wst 21M2 to (0112 pr,gh Expasuro C. Height a 30 feet, Importance 1`00tar =1 p) TRISUTAF�Y:AREA (6'rl ROOF V+taLL ZONE ZONE2&3 ZONE :4 ZONE 14. 30.9 -S3z 209 _16A W3 -393; 363 -496 30' 19.0 -32.9-, t9-0. .63.6 346 -377 346 -454 50. 167 -31.1 19.7 -55.0 32.5 -35.6: 325 -41.0 140 14.7 -34.1 14.71 --48.4 30.& 412 309 437,7 125.... 141 -301 14.7 49.9 Sqz -53.8 208 -37, 7 Notes: 1 For4ffsctNe areas or wind speads seinen those gluon ahOve the 100. May he interpoatod °IhP VSa M the load 110001010 with Me jq,vpr anfaptfve area. 2 Table values shall be adjusted for height and ai pimte by multiplying by adustrin"t_ poeffrmantsdrf Table x301.2(3) d the. Flalde. Residential Code 2004 8. Plusend minas: Signs sign ify pressoms,ading.toward and away from tho;pudding HU526 THRH2. 2 HUS28 THDH210- 1925 2235 2670 3490 HUNG APPLICATIONS 16551 1935 , 22T0 10201 20-1 Gd 28-10d 30-16d 58415,4 UPLIFT CONNECTION CROSS-REFERENCE 1550. 2325. 2000 3220 HUNG APPLICATIONS 1550, 1995 2000 2705 - 20.150 B 1Bd 30-16d 48-16d UqP STRUO7URAL CONNECTI]RS + + + + + + + + +io SIMPSON STRONG TIE + CONNECTOR UPLIFT CAPACITY T TERL L6TERPTY FASTENERS CONNECTORLIPLIFTCAPAk .. LATEI#AL (5.Y. . (: .F.) CAPACITY FASTENERS 5 .YJP (6,PT-) .) CA AC1 15/32" CDX N1A,SO APPL1 ATlONS HTA10' MAWNRY 1$15 APPL[GATI '1585. 59Q NS 10=10d x 1 112" META16 11450 1247. 335 124 74Dd x 1 117" . HTA20 T 615 1585 590` 101Dd x 1 117' META20 114550 1247 $35 7-1 Did x 1 112" HT ;1$ 429.0*1 3689" + 18-16d & 1l 5/8" A.B, 'TT15, 41175+ X095* - 18-'16d &,1 516" AT.R'. + + + ++ ++++ + + 32 I$08 nkers & (1) HTT22 5370* 4610* -- 32 1;6d & (1.) 5/8" A.B. H1 T22 S2&0* 525Q* 5/6' ATR' + + ++ ++ ++ +++ + + 1850 - 1640d & .-1/4 xs' LGT2 X150'1850 16.16;1 Sin rs &;7 1!4"x21/4" TiCen LUOT2 1850 (u o VF WPI a balks Q 2 _j O Z �Ofa(L��zYo�zLLpWOa J a Q O W Q- W Z (L CO LL. ¢^uj QFj Qlflp Q LL ¢ O F ¢ LL O 81.66 Sinkers 4 (1) LTS19 1'390* 1195* 8.104 & 1 .314" A.R. LTT19 1135p* 13R 3/4" ATR 2825* 2429* - 18-10d x 1 & (1 LTTI31 X3'10* 2310* 1 8 -lad if X 1 8 (1) 5/8" ATR LTTI31 Q J 5rs" A, 6: Z LID W WLO J Lf) r FLAME APP IG T10NS FRA E APPLICa ONs' RT7 1 $85 580 1 170 10-$d x 1 1/Z' 1-12.5 415 365 150 10.80 x 1 1/2" RT1.6 1 1030, 1030' 645' 16,8d x 1 1;12" H1Q 090 8501' 6255 16-8d x 1 1/2" RT1 Prig 116 975 410: 16 8d x 1 1121, H10-2 $Q 655 395 1.2.1 Qd SPT22 725 623 7F0 8.100 5P 585 580 1Q -10d SPT24 1085 1x33 924 2I5P` 12-10d R-1Dd x 1 1 " 5P2 ,SP4 1065. 885 605 7150 12-10d $•1Qd x 1 1/2" SPT4 611TH 1075 2,150 184912-10d.x O 1 '112" SPH4 1360 1170 12-10d x T 112'' M T15 4265 3335 _- 22-100 1 5/8'ATR MGT 3965 3330 72AOld & 1 50' ATR LUGT2 2280 1956 440 3710th LGT2 2060 1785 - 30-160 Sinkers HT1N20 1530 1925 95' 20100 HT520 1450 1245 20 1Dd LSTAI'B 1235 1110' .,� . rarj 14-10d' WTA18' 1235 1105 19140 . LSTA24 1235 12 161Qd LSTA74 1205 ;235 18100 LS'I ry a.. W 1: Q 1540.. 22-10d I LSTA30' 1640 1:640 22-1 Did 79TA36; .164P 1640• 1$4,0 F- 221Qd` LSTA36' 1640 1 1640 24-10d HU526 THRH2. 2 HUS28 THDH210- 1925 2235 2670 3490 HUNG APPLICATIONS 16551 1935 , 22T0 10201 20-1 Gd 28-10d 30-16d 58415,4 HUS26 HGUa262 HUS28 1550. 2325. 2000 3220 HUNG APPLICATIONS 1550, 1995 2000 2705 - 20.150 B 1Bd 30-16d 48-16d + + + + + + + + + + +io + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * CAPACITY'IS BAISED,ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FELLED CMU alp.: DD NOT DRIVE NAILS THROUfaH THE'TRUS5 PLATE ON'THEOPPOSITE SIRE 'OF THE TRU , ^, WHICH CO'1LD FORCE THE PLATE'OFF THE TRUSS, ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE I 0-' 01 Lu 6 + + + + + + + + + + .... + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +io + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Lu Lu awl= -a EXTERIOR FINISH PRE -FAB CHIMNEY 15/32" CDX it PLYWOOD OR + +V-" (TYP-) 610. 614` ++ 6 --0 " WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT 00 - - - I- z + + + ++++ +++ ++ ++ +L + ++ ++ + + + + +++ + + + ++ ++++ + + + + + + +Y++++ + + + + + + + + ++ + + + + + + + + (m + + + ++0+ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++ ++ +++ + + + RIDGE LINE 9 w �f 1? GALV. METAL - - - -\ 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE co 0 � FLASHING _ w ¢ 2"x4" STUDS @ 16" O.C. MAX. 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & c = MEN + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a N + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER 06 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 GALV. MTL. FLASHING 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER CRICKET 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH " FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED TRUSS TOP CHORD NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF U P HTW20 @ EA. CORNER FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. DOUBLE 2"x4" BLOCKING SECTION "A-Allw/ 1/2 PLYWOOD FLITCH SCALE: 3/4"=1'-0" I i 36" MAX. II US CEMENT PLASTER MUGT15 TYP. GIRDER TRUSS IN ACCORDANCE A ° r WITH ASTMC926 SN1 2X TOP PLATE FELT BACKED METAL ATTACH BLOCKIN USP HTW20 @ EA. CORNER LATHE IN 5/8"0 TO TRUSSES w/ USP SLOPE ACCORDANCE WITH THRU MP -34 ANGLE TYPICAL --■- 000° ASTMC1063 BOLT PRE-ENGINEERED WOOD TRUSSES TYVEK 7/,6 O.B.S. 2 X B. / ,� -�� PRE -FAB CHIMNEY ASSEMBLY SHEATHING X �\ METAL �[ 6RICKET FLASHING �� 1 3Y2" UNPERFORATED UST, SCREED'/8' WEEP MUGT15 TYP. A \ \\ A MAINTAIN BOTTOM Y2" CEME KEEP TOP EDGE OF WEEP SCREED CEMENT PLASTER PLASTER FINISH OF WEEP SCREED 11/2" TO 2" ABOVE CAULK PER 2" ABOVE TOP OF ROOF SHEATHING IN ACCORDANCE SCOPE OF BLOCK WITH ASTMC926 WORK TYPICAL USP MUGT15 TO OVER WOOD 2ND BOTTOM O.C. MAX. FLOOR JOINT ONLY BUILT-UP COLUMN DETAIL\_2"X4" @ 16 �� (2) 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. I lit *a•.•• TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0'r ALLINSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BE CAULKED USING CAULK PER SCOPE ,�`• STD. 90° BOND BEAM OFWORK FILL CELL HOOK CEMENT PLASTER NOTE THAT OVER BLOCK 1ST". FLOOR rn . THE HOUSE HTA 20-18 / HTA 20 a STD. 90° CONT. #5 WRAP INSTALLATION @ MID SPAN CONT. #5 BAR AND METAL BAR HOOK C LATH MUST GO OVER NOTE: FROM :: . ... .. #5 CONT. THE TOP OF LOCATION OF UPLIFT VALUE FOUNDATION THE WEEP SECOND RT16 IS BASED ON C TO HIGHEST �+pRFOR DECORATIVE S.P.F. BOND BEAM SCREED CEMENTITIOUS FINISH 4%6" BELOW GRADE .® USP RT16 USING BOND BEAM STEP �0 16-8d x1 1/2" NAILS SCALE: N.T.S. WEEP SCREED DETAIL ° ° ° UPLIFT =1030# SCALE: N.T.S. ° TYPICAL RT16 INSTALLATION A/C UNIT (2HEET METAL SHEET PER BRACKET 4" MIN. EMBEDMENT (4 HURRICANE SEE SCHEDULE FOR )) • ������- BRACKETS ° SIZE AND QUANTITY ° °s OF FASTENERS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN Ori 1 x44+ ! q 4 M SCALE: N.T.S. TYPICAL HTA INSTALLATION TYPICAL HTA 20 TYPICAL MTW'INSTALLATION TYPICAL HUS INSTALLATION U) rn I-' U p It ry PRE -FAB CHIMNEY CAP N WQQO J 0 Zuj FLASHING p o N 2"x4" BLOCKING (SEE MANUR z❑ USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) w0OV Z K gJ ¢ EACH JOINT TYP. to Lu Lu awl= -a EXTERIOR FINISH PRE -FAB CHIMNEY 15/32" CDX it PLYWOOD OR o } 7/16" OSB �o°� w = BLOCKING @ MID POINT z w WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT 00 - - - I- z - ` 1/2" SHEATHING OR O S B RIDGE LINE 9 w �f 1? GALV. METAL - - - -\ 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE co 0 � FLASHING _ w ¢ 2"x4" STUDS @ 16" O.C. MAX. 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & c = MEN + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a N + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER 06 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 GALV. MTL. FLASHING 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER CRICKET 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH " FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED TRUSS TOP CHORD NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF U P HTW20 @ EA. CORNER FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. DOUBLE 2"x4" BLOCKING SECTION "A-Allw/ 1/2 PLYWOOD FLITCH SCALE: 3/4"=1'-0" I i 36" MAX. II US CEMENT PLASTER MUGT15 TYP. GIRDER TRUSS IN ACCORDANCE A ° r WITH ASTMC926 SN1 2X TOP PLATE FELT BACKED METAL ATTACH BLOCKIN USP HTW20 @ EA. CORNER LATHE IN 5/8"0 TO TRUSSES w/ USP SLOPE ACCORDANCE WITH THRU MP -34 ANGLE TYPICAL --■- 000° ASTMC1063 BOLT PRE-ENGINEERED WOOD TRUSSES TYVEK 7/,6 O.B.S. 2 X B. / ,� -�� PRE -FAB CHIMNEY ASSEMBLY SHEATHING X �\ METAL �[ 6RICKET FLASHING �� 1 3Y2" UNPERFORATED UST, SCREED'/8' WEEP MUGT15 TYP. A \ \\ A MAINTAIN BOTTOM Y2" CEME KEEP TOP EDGE OF WEEP SCREED CEMENT PLASTER PLASTER FINISH OF WEEP SCREED 11/2" TO 2" ABOVE CAULK PER 2" ABOVE TOP OF ROOF SHEATHING IN ACCORDANCE SCOPE OF BLOCK WITH ASTMC926 WORK TYPICAL USP MUGT15 TO OVER WOOD 2ND BOTTOM O.C. MAX. FLOOR JOINT ONLY BUILT-UP COLUMN DETAIL\_2"X4" @ 16 �� (2) 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. I lit *a•.•• TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0'r ALLINSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BE CAULKED USING CAULK PER SCOPE ,�`• STD. 90° BOND BEAM OFWORK FILL CELL HOOK CEMENT PLASTER NOTE THAT OVER BLOCK 1ST". FLOOR rn . THE HOUSE HTA 20-18 / HTA 20 a STD. 90° CONT. #5 WRAP INSTALLATION @ MID SPAN CONT. #5 BAR AND METAL BAR HOOK C LATH MUST GO OVER NOTE: FROM :: . ... .. #5 CONT. THE TOP OF LOCATION OF UPLIFT VALUE FOUNDATION THE WEEP SECOND RT16 IS BASED ON C TO HIGHEST �+pRFOR DECORATIVE S.P.F. BOND BEAM SCREED CEMENTITIOUS FINISH 4%6" BELOW GRADE .® USP RT16 USING BOND BEAM STEP �0 16-8d x1 1/2" NAILS SCALE: N.T.S. WEEP SCREED DETAIL ° ° ° UPLIFT =1030# SCALE: N.T.S. ° TYPICAL RT16 INSTALLATION A/C UNIT (2HEET METAL SHEET PER BRACKET 4" MIN. EMBEDMENT (4 HURRICANE SEE SCHEDULE FOR )) • ������- BRACKETS ° SIZE AND QUANTITY ° °s OF FASTENERS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN Ori 1 x44+ ! q 4 M SCALE: N.T.S. TYPICAL HTA INSTALLATION TYPICAL HTA 20 TYPICAL MTW'INSTALLATION TYPICAL HUS INSTALLATION U) rn I-' U p It ry N WQQO J 0 Zuj C p o N IL >2�= z❑ o w0OV Z K gJ ¢ to Lu Lu awl= -a �v00LO =mLLH -00z Oz LLQ it �Z o �o°� w aZ � z w �OoLu 0H z` 00 wp00Z Hol UzNUw =LIJ zLLU F_ mZuj �Q �,(UJ U)=pJ J a (0 111 Cl =xx 0Cal CO F- F - Q O Immm 1 u u oDDo' U)cii m � o� aN (u n n �� NN t - I\ t- (u o VF I - LLI Vj W 00 HQ z J W~w _6 0:0ELOQ�zla0OZOWOOmZQ Q 2 _j O Z �Ofa(L��zYo�zLLpWOa J a Q O W Q- W Z (L CO LL. ¢^uj QFj Qlflp Q LL ¢ O F ¢ LL O Z CD N O zj � 0 M p CL L � 16.� G CIO Ia- m Q J Z Z LID W WLO J Lf) r o 0 0 o) cfl o O OO 4r�L o O r O �° O O O M > r N Z Z O .,� . rarj I.LI OW - U r Q F -0 z a.. W 1: Q NLLI F- l'JJ:) . w m 0 . z �zCIO H �Qwn 2zj� W �ZZLL OJ2Z UU)z� Q0 zZ U O _j a a O 0 tM, _v w U) WSN1 LAST PLOT DATE a ul) o r-4 11/10/2010 O O STRUCTURAL H DETAILS (1) LAYER UNDERLAYMENT FOR ROOF PITCH>4:12 & INSULATION REQUIREMENTS TRUSS BOTTOM CHORD (2) LAYERS UNDERLAYMENT FOR ROOF PITCH<4:12. (2) LAYERS 1"X24" PROPRIETARY TYPE 'X` (2) LAYERS 1"X24" PROPRIETARY TYPE 'X LOCATION R -VALUE / TYPE OR 2x4 BLOCKING W/ 12 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. GYP. PANELS INSERTED BETWEEN 2" FLOOR GYP. PANELS INSERTED BETWEEN 2" FLOOR HI2-16d TOE NAILS @ EACH 5/8"OR 1/2" GH STRENGTH HURRICANE ANCHOR @ EACH & CLG. RUNNERS W/ 2" STEEL H STUDS & CLG. RUNNERS W/ 2" STEEL H STUDS END (TMP.) VARIES EXT CONC WALL R-4.1 HIGH PERM a �� �. �. TRUSS (SEE UPLIFT SCHED.) W/ 2X4 BLOCKING @ 48" O.C. MAX. W/ BETWEEN ADJACENT PAIRS OF GYP. PANELS 2X4 BLOCKING @ 48" O.C. MAX. W/ BETWEEN ADJACENT PAIRS OF GYP. PANELS (U.N.O.) (OR /8 GYP. TYPE X @ SEE UPLIFT SCHEDULE METAL PL. UNDER EA. TRUSS (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 TRUSS ALIGNED WITH INSULATIO 7/16" O.S.B. MIN. SEE ROOF VERTICALLY NAILED TO 2X4 BLOCKING W/ (2) 10d VERTICALLY NAILED TO 2X4 BLOCKING W/ (2)10d STUD BELOW BAFFLE NAILING SCHEDULE ON SHT. N1 TRUSS WEBS W/ (2) 8d (TMP.) 2" CLG. RUNNER TOE NAILS @ EACH END TRUSS WEBS W/ (2) 8d (TMP.) 2" CLG. RUNNER TOE NAILS @ EACH END CONDITIONED CEILING R-30 BLOWN -IN USP SPT24 il5 LB ROOFING FELT (SHINGLES) (INSTALL RAPPELS AT EAVE) CONNECTOR 2"x S.P.F. (OR EQUAL) ELEV. VARIES FIRE CAULKA 15 LB ROOFING FELT (SHINGLES) PRE ENGINEERED ROOF FIRE CAULK STUDS @ 16" O.C. U.N.O. — PRE ENGINEERED ROOF 7/16" O.S.B. SHEATHING U.N.O. 7/16" O.S.B. SHEATHING U.N.O. TRUSS @ 24" O.C. MAX. TRUSS @ 24" O.C. MAX. GARAGE SEPARATION 1/2" CDX PLYWOOD OR 7/16" (1) ROW 2x BLOCKING @ 5/8" OR 1/2" HIGH ALUMINUM R -11/R-13 KRAFT FACED STRENGTH CEILING DRIP EDGE (GARAGE /LIVING) O.S.B. SHEATHING REQ D. FOR MID HGT. FOR WALL HGT. ALL EXTERIOR OR SHEAR WALLS (2) ROWS 2x BOARD PER CODE (OR BLOCKING 3rd PTS FOR 5/8" GYP. TYPE "X" @ ALUMINUM FASCIA Nc�N�°�s ATTACH SHEATHING WJ 8d @ "� GARAGE W/A HABITABLE %12'N.O. 2x SUB FASCIA sEcu� COMMON NAILS @ 4" O.C. @ SEETHISSHT FOR ROOM ABOVE) 2" VENTILATED FIRE RETARDANT TREATED FIRE RETARDANT TREATED t��° „ O.S.B. 7/16" SHEATHING 4'-0" ON O.S.B. 7/16" SHEATHING 4'-0" ON Q�s• BOUNDARIES, fi O.C. @EDGES, INSULATION CHART W/DRYWALL SCREWS @ SOFFIT EA. SIDE OF WALL NOT AND @ 12 05C/B,I�s�"DJ" BOLT USP SPT22 CONNECTOR 7" O.C. CEILING & 8" O.C. " EA. SIDE OF WALL NOT WALLS 8"x8"X16" KNOCK -OUT STAGGERED OVER PARTY WALL STAGGERED OVER PARTY WALL. M 24" O.C. WJ 2"^•x3/16" 2x P.T. BOTTOM PLATE BLOCK W/ 1#5 CONT. BURN CLIPS AS PER FIRE WALL BURN CLIPS AS PER FIRE WALL �o c�"��MJ PLATE WASHER (TYP.) 2� 6 x 6 W1.4 x W1.4 R30 MIN. BATT OR SIMPSON RBC @ 36O.C. W/ 6-10dX 1-1/2 SIMPSON R'BC @ 36" O.C. W/ 6-10dX 1-lJ2 INSULATION FILLED SOLID NAILS INTO TRUSS BOTTOM CHORD/ MFG. SPECIFICATIONS NAILED NAILS INTO TRUSS BOTTOM CHORD/ MFG. SPECIFICATIONS NAILED /, WWF OR FIBERMESH BLOWN INTO TOP/BOT. PLATE ONLY 3 1/2" MIN. W/GROUT „ �" INTO TOP/BOT. PLATE ONLY @ vs SCAB & (3) 1/4 X2-3/4 TITEN SCREWS @ SCAB & (3) 1/4 X2-3/4 TITEN SCREWS �o , 1x2 P.T. HORIZONTAL INTO MASONRY. NOTE: RBC CLIPS TO EACH SIDE OF STEEL 'H' STUD INTO MASONRY. NOTE: RBC CLIPS TO EACH SIDE OF STEEL H STUD c°N��N 90°HOOK DETAIL D — 7 8" C.M.U. TYPICAL 2X4 BLOCKING W/ (2) 10d TOE ° NAILER BE INSTALLED PRIOR TO FURRING 2X4 BLOCKING W/ (2) 10d TOE BE INSTALLED PRIOR TO FURRING ' . TAIL STRIP INSTALLATION NAILS @ EACH END STRIP INSTALLATION NAILS @EACH END @ K.O. BLOCK ," STD. 90 HOOK (SEE DETAIL) TYPE "S" MORTAR I PRE ENGINEERED ROOF PRE ENGINEERED ROOF CONTINUOUS TO FOOTER BELOW 3 1/2 (min.)- 4 3 1/2 (min.) - 4\ \\\ TRUSS PERPENDICULAR TO �" I TRUSS PERPENDICULAR TO R4.1 MIN. INSULATION 2x4 SYP. #2 X12 LONG SCAB @ WALL @ 24 O.C. MAX. 2x4 SYP. #2 X12 LONG SCAB @ WALL @ 24 O.C. MAX. ON EXT. BLOCK WALL EACH RBC CLIP W/ 10d @ 3" O.C. EACH RBC CLIP W/ 10d @ 3" O.C. (1) LAYER 1/2" HIGH 24 MIN. LAP ARCHITECTURAL (2) #5 CONT. FINISH STRENGTH OR 5/$" GYP. WB. 4" 1'-4" 8" 1x2 PT WD FURRING @ 24" O.C. W/ 1-3/$" DRYWALL NAILS OR #3 OR #4 REINFORCING BAR Fy= 4oksi U.N.O. MIN. DRYWALL SCREWS. 7 O.C. #3 & #4 LAP SPLICE °.... CEILING. $" O.C. WALLS & 4" TYPICAL BEARING WALL STEP C 1/2" GYPSUM 2" FLOOR RUNNER W/ 3/16" DIA. X °�' "� "" 2" FLOOR RUNNER W/ 3/16" DIA. X WALLBOARD U.N.O. (1) LAYER 1/2 HIGH STRENGTH OR 5/8 1-3/4" TAPCONS @ 16" O.C. O.C. EDGES SCALE: 3/4"=l'-O"S3 1-3/4" TAPCONS @ 16" O.C. GYP. WB. W/ 1-3/8" DRYWALL NAILS OR R30 INSUL. MIN. 1x4 P.T. BASE NAILER DRYWALL SCREWS. 7" O.C. CEILING. 8" STD. 90" HOOK SEE DETAIL) MOISTURE BARRIER 30" MIN. LAP 3/4" BASEBOARD (1) #5 VERT. IN FILL STD. 90 HOOK (SEE DETAIL) O.C. WALLS & 4" O.C. EDGES CELLS (SEE FDN. PLAN 8"X8"'X16" CONC. KNOCKOUT BLK. W/ 8"X8"X16" CONC. KNOCKOUT BLK. W/ 1x P.T. NAILER MIN. 2500 PSI CONC. SLAB 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 J FOR LOCATION) (1) #5 ROD CONT. FILLED W/ GROUT (1) #5 ROD CONT. FILLED W/ GROUT @ 1x P.T. NAILER 1-1/2" NAILS INTO TRUSS & 4" 2x4 BLOCKING W/ 2-16d TOE #5 LAP SPLICE 1/2"OR 5/8" HIGH STRENGTH NAILS EACH END MUNICIPALITY 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: @ BOARD(U.N.O.) (OR 5/8" GYP. SEE UPLIFT SCHEDULE CONCRETE SLAB W/ 6X6 co EACH FILLED CELL TYPICAL S13-602.lABC.1.1 MOISTURE BARRIER 513-fi02.1ABC.1.1 HEADER BLOCK U.N.O.INSTALL HTA20'S PRIOR TO INSTALLING TYPE " X " @GARAGE WIA FOR UPLIFT WI AXW1.4 WWF OR g NOTE: NOTE: THE PROPRIETARY PANELS) HABITABLE ROOM ABOVE) 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) USP HTW20 WHEN 1-1/2" NAILS INTO TRUSS & 4" SYSTEM PROVIDES 2 -HRS ) TRUSS ALIGNED WITH SYSTEM PROVIDES 2 -HRS FLOOR PLAN FOR LOCATION _ W I— EMBEDMENT INTO CONCRETE (NOTE: PROTECTION PER GA USP SPT24 CONNECTOR PROTECTION PER GAASW1002 #6 REINFORCING BAR STUD BELOW GRAD W Z 00 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. @ E d / / D ) THE PROPRIETARY PANELS) #6 LAP SPLICE GARAGE SIDE IF APPLICABLE 2'"x S.P.F. (OR EQUAL) PROTECTION PER UL -U905 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 fi MIL VAPOR // D \\ EXTEND DECO 1/2" GYP. WB FLOOR PLAN FOR LOCATION) 1/2" GYP. WB HGT. FOR WALL HGT.. < $'-6". (2) i ch BARRIER D p \/ FINISH 4"-6" #5 REINFORCING -� ROWS 2x BLOCKING @ 3rd PTS INSULATION CHART COMP. SOIL. • • BELOW GRADE (1) #5 VERT. IN FILL CELLS (SEE Z (1) #5 VERT. IN FILL CELLS (SEE Z a 5/8"- X 10" "J" BOLT @ \ ° FOUNDATION PLAN FOR LOCATIONS) TYPE "S" MORTAR (TYP.) r FOUNDATION PLAN FOR LOCATIONS) TYPE "S" MORTAR (TYP.) BAR FOR WALL HGT. > 8'-6'". (COMPACTED TO 95% // / /\/ STD. 90°HOOK MIN. 2500 PSI CONC. SLAB I MIN. 2500 PSI CONC. SLAB A USP SPT22 CONNECTOR 24" O.C. W/ H x (/16" ) �� ��\ ��\ �\ � � w PLATE WASHER TMP. MODIFIED PROCTOR MIN. PSI MAY VARY PER MUNICIPALITY w 4x4 INSPECTION PORT AT MIN. PSI MAY VARY PER MUNICIPALITY w 4x4" INSPECTION PORT AT v 2x P.T. BOTTOM PLATE SEE DETAIL z V -I z U EACH FILL CELL TYPICAL -� 2' 6 x 6 W1.4 x W1.4 ASTM D1557) NOTES: 0 EACH FILL CELL TYPICAL E 6X6 WIAXW1.4 WWF g � E a. 3 1/2" MIN. WWF OR FIBERMESH W IN CLR 6X6 W1.4XW1.4 WWF a e ai 1x P.T. BASE NAILER (2) #5 REBAR CONT. 1. FILL ALL CELLS WHEN STEM WALL OR FIBERMESH to 1x P.T. BASE NAILER OR FIBERMESH ON 3" CHAIRS TMP. 4"� 1 "�"� IS GREATER THAN 24" BUT LESS N —p — THAN 40". M `' c� w U.N.O. R 1 7/8" ---- \ / 2. FOR STEM WALLS GREATER THAN _ _ _ _ _ w 40" HIGH CONSULT ENGINEER. D /\ �� ° 0 3 1/2"(min! n • 1/2"(min.)-4"" 6 MIL VAPOR BARRIER / / 6 MIL VAPOR BARRIER /\ / • /\ 1/\1Az \' Y/\ TYPICAL MONO FOOTING WALL SECTION q\\ \ \ o • ° \ /\\ \\ ,\\\/ \�\ D . \ \\ \ 10„ \\ /\\\/\\ SCALE: N.T.S. S3 / \'//// /\\ \�� //\//\// / /\\ / #5 STD. 90 HOOK (2) #5 CONT. 4" 1'-4" 8" \ /\\ \\/ /\\ U.N.O. MIN. $" 1'-4" $" $ 1-4 $ ALTERNATE TYPICAL BEARING 2x S.P.F. STUDS @ 16" o.c. ALT. FIRE WALL DETAIL AT COMMON WALL �q 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 SCALE: 3/4"=1'-0" S3 LOAD BEARING O EXTERIOR WALL 8" C.M.U. D. 1"x P.T. STUD 1 ROW 2x BLOCKING MID P.T. 2x --1/2" GYP. P. O @ OLD GYP. BD. N HGT. FOR WALL HGT. s 8'-6". (1) ROW 2x BLOCKING @MID 2 1/2" FROM SLAB SEE CC/S3 #5 VERT. IN FILLED CELL NOTE: (2) ROWS 2x BLOCKING @ 3rd HGT. FOR WALL HGT. s V-6". OR HO FOR „ "" "" "" SEE SECTION C/S3 FOR "" O CONT. BEAD ANCHOR I 5/8 x6 J BOLTS PTS FOR WALL HGT. > 8 -6 . (2) ROWS 2x BLOCKING @ 3rd ARIE c �0 -0 � SEALANT BOLT @ 24" O.C. VERT. ADDITIONAL INFORMATION PTS FOR WALL HGT. > 8'-6". `t ' 2X STUDS @ 24" O.C. U.N.O. BOLT INFO, 1/2" GYP. WB (MIN.) @ 3/4" RECESS FOR 6 x 6 W1.4 x W1.4 J. ° OR 5/8" x 6" EPDXY GARAGE SIDE IF APPLICABLE. 1/2" GYP. WB (MIN.) @ GARAGE z S.G.D. (U.N.O.) WWF OR FIBERMESH r °� < '°• " 3 1/2" 5 T22 TMP I BOLT USP SPT22 CONNECTOR E INTERIOR 6/8"- EXPANSION BOLT @24 O.C. SIDE IF APPLICABLE. cn a --` GARAGE N 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 1/4" DIA. X 3 1/4" TAPCONS @ 24" °,N — _ .. 2x P.T. PLATE 2x P.T. PLATE O/C & @ 6" MAX FROM END OF 2 x `� 3500#, MIN. TENSION 2600#) c 1/2" GYPSUM WALLBOARD U.N.O. ASSUMED FINISHED SPACE ANCHOR — PLATE _ �- —. °— — ° / CONCRETE NAILS GRADE BOLTS 6" MAX FROM 6 X 6 W1.4 x W1.4 - O "" 6 x 6 W1.4 x W1.4 \ \\ \ o ° /� /\ W 1-1/4" EMBEDMENT 12" O.C.STAGGERED, W/ DRYWALL SCREWS @ 8"O.C. -- 2 #5 CONT. ON 3 @ SEE THISSHEET FOR s END OF 2" x PLATE WWF OR FIBERMESH co `; CHAIRS (TYP.) WWF OR FIBERMESH M .E ✓, /\ / FROM BOTTOM PLATE TO CONCRETE MONO OR ? "" INSULATION CHART — — / a MIN. SHEAR 180# MIN. TENSION 120# \ CONT. BEAD SEALANT c STEMWALL --- --- \ r ----- — -,r — -- -- — -- r---, — �'v a — FOOTING MONO P. a SHOWN FOR ° D. \ . \ . � ' o � \ . \� o chSLAB—,-_,... ci• °. D °0 / / / �— / / /\ CONCRETE 6 x 6 W1.4 x W1.4 Q F" CLARITY D D D. \/\/\/\ D / \ D • ,\ / —° Dp° ° D ° • D SEE A/S3 FOR--Z"� r\\ r\ r " °• �. . ° WWF OR FIBERMES M NOTE: g / \' \ \\ //\//\// \\ REINF. INFO. 4 FOR BEARING \ \ \ \ / OPTION #1 / \ \ \ \ \ \ /\//\ \ �" // //� SEE TYP. WALL SECTION FOR c 6 MIL VAPOR WALL W/ \ \ \ \ \ \ (2) #5 CONT. / /� /�/ / UPLIFT ONLY ON 3 �" l" 8 1 -4 8' d BARRIER CHAIRS 8 1-4 8 ADDITIONAL SLAB INFORMATION. \ \/, (TMP•) TYPICAL INTERIOR TYPICAL INTERIOR BEARING `" (ON CHAIRSL (CONT. FRAME WALL TO C.M.U. WALL CONNECTION rD"� BEARING WALL W/ UPLIFTrG WALL W/OUT UPLIFT rGG SLAB STEP &RECESS S.G.D. MM INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=1'-0" 53 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" S3 SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION ADDITIONAL INFORMATION. ADDITIONAL SLAB INFORMATION. ADDITIONAL SLAB INFORMATION. EXPANSION JOINT BLOCK WALL BEYOND MASONRY WALL AND �.._.�— 8"x8"x16" NOMINAL BLOCK WITH BLOCK WALL BEYOND MASONRY WALL AND � PAD FOOTING 8"x4"x16" NOMINAL I II II u I 3/8" MORTAR BETWEEN COURSES PAVERS —� O.H.D. RECESS 13' PAD FOOTING _ �M O.H.D. RECESS E EXTEND FILL CELLS BLOCK WITH 3/8" " 13 I_ _ �L _ _��_ ________JL_________- —____--- 3/8 MORTAR BETWEEN _ ----- r---�r----- �r--- ---ter— ---te-----------�r-- N ' 8" MASONRY WALL TO FOUNDATION PAD :. MORTAR BETWEEN I u u u N SLAB &BLOCK 6 x 6 W1.4 x W1.4 . , . , c cv CONT. FOOTING STEEL MAT REINFORCING. Q ' COURSES CUT TO I II II u u n 3 1/2 (min.)- 4 WWF OR FIBERMESH , . ,',� I u u n ° c ii ELEV. 0'-0" \ /` ° /\ NIr— " •'°._.. — c M SLOPE. I II II II II / �� _ r---- - -�r- ,r---------�r-- — — - — °� RAD I II II A.F.F. — _ — .— ° — ° GRADE \/ 4," •I.I I —�J • .��� ° I .`v I I ELEV. -0'-41/2" L --------- jL—----J�----- -- ° ° ' c7 �.� t :. ' / �1L — — C Z � Z • Lu TT • a .e G'\ .•• III d , d' ITi Z I— w A.F.F. ° ° • ; °. °. d . ELEV. -0'-3112 ° 4 H t ° • d ? e a ° "o •, SEE AIS3 0R ( '. I- O W m W N / • • • • °Q 2x4 CON °,. 4: .° q A.F.F. O\\ \ J/S6 FOR .II I I co g ° \ / \\/ \/\\ / REINF. INFO. �—II \ FOOTING a SEE A/S3 d ° GARAGE DEPTH VARIES ° d ' ° ° N 4", /8"" J S6 FOR OR \ /\ 3" MIN. CLEARANCE ° ° G -ISI I I;, , i l l�: \\\\ \\\ \� BEYOND MIN. REINF. INFO. 3" MIN. CLEARANCE PA(SEEISCHEDULE)NT 3 MIN. CLEARANCE ° . ° ; 1'-4" (1 STORY) V-4" (1 STORY) FOOTING WIDTH °... 4. - V-8" (2 STORY) 1'-8 2 ST RY) SEE SCHEDULE GARAGE SLAB AT STEP B TYPICAL THICKENED SLAB EDGE("L GARAGE DOOR SLAB RECESS i,� GARAGE DOOR SLAB RECESS JJ PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0"SCALE: 3/4"=1'-O" S3 SEE TYP. VVALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL 5EGTION FOR SCALE: S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. rn =W o ~ L) N w WQ QO� J Z CD o N ;CL0� ZQ O ��u- 2J Z W _WZ iImuj i Nw wo �OOW Z Li.Q D �o�uj w <Z u- D UJ cl) �OpoQc C0c 2 LU0a Z Z� UZNUW �F- -<uj02 QLU QQ w�=OJ J d Will =p�mU) I= -I=- Q LU 0 40 ON u rn o cn o r4� GS ctNN.ao t\tZ a �4 C,4� 0 w J w0� Vr w Q Q U � s m J< p� 6 0 LL8 o OLL -jO L8cn0�0"'LL�OO-mi ~ F- 00 vOiwawvfZwwV5ixw 1 O Z ¢pp��0w 9-2wzwQa¢ OQ O QLL O Z N � N O (n CO O L mWcy) C:) JL I'-- a LL 7 > � ~ N ti P` Q . Lo) cu J Z (1) W IZ�U J� J CD 0 0 o) ca o Odrti o 0 rn 0 r •° mittZ Z ZO '^ WF W 0 W Hoffa ZW~m W I- w Z Lr)Z 5 Zrt w �— CLZZu- O1�mZ VLnZVW) Z ZC Na0 U J a U w 0 W� S3O A LAST PLOT DATE LoW o t� 11/10/2010 O O STRUCTURAL H DETAILS—MONO 8" g" g" (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & 7 5/8" 7 5/8" 7 5/8" (2) LAYERS UNDERLAYMENT FOR ROOF PITON 4:12. VENT OR 2ND FLOOR _ _ —i1 _ _ _ 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) ------ — „ TYPICAL C.M.U. WALL F111 SOLID AREAS ARE ❑ ❑ SOLID AREAS ARE (TYP.) �� �� 1/2 MINIMUM CEMENT FINISH \ VERTICAL JAM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT DOUBLE 2x4 S.P.F. TOP PLATE \y 5/8"DIA. x 8" J -BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. 3/4" FURRING STRIPS STANDARD 3" DIA. TEE ALL J -BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS INTERIO SAW CUT TO 10 1/2" ❑ /SAW CUT TO 10 1/2" FULL 8x8x16 7/8" STUCCO FINISH PER ASTM C. THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING WALL ❑ ❑ BLOCK 926 APPLY 3 LAYERS W/ TOTAL SCREW OFF CAP (3" DIA W/ DRYWALL SCREWS SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. THICKNESS 7 L OVER METAL FOR CLEAN-OUT @ 8" O.C. OR 4d � DOOR OPENING DOOR OPENING DOOR OPENING—CL LATH. FIRST 2 LAYERS 3/8" THICK MIN. EXTENSION FROM DRYWALL NAILS 4 Q WALL EACH. 3RD LAYER 1/8" THICK. CRICKET A EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION a . d . ° '. DOOR STOP MOLDING EXTERIOR ❑ ❑ REQUIREDS FROM EXTERIOR FACE OF o a d WALL ❑ ❑ ❑ USP SPT24 @ EA. STUD BLOCK WALL IS 2 1/4" GARAGE DOOR T— ❑--------�---� --- --_ 1/2" EXTERIOR GRADE TO DRAIN SHEATHING FASTENED TO 2 x 6 P.T. 1ST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH 8d COMMON MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE WIRE NAILS @ 4" O/C BLOCKING P.) COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE BOUNDARIES 6" O/C EDGES & WALL CLEAN-OUTKA WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 8" OIC FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER SCALE: N.T.S. S4 MASONRY LAYOUT D HIP CARRIER/GIRDER DOOR TRACK TRUSS - W/MOUNTING ANGLE SCALE: N.T.S. S4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS USP HTA20 @ EA. STUD • FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER MAIN SPAN REFER TO WINDOW PRORUGT APPROVAL MOISTURE ROOF TRUSS SPEETS FOR INSTALLATION INFORMATION BY BARRIER UPLIFT MANUFACTURER. TYPICAL GARAGE DOOR BUCK K 8"X8"X16" K.O. BLOCK W/ 1 #5 CONNECTOR (SEE T '*T`f= l C,4L 5ECT I ON Ti4fRU W INC) ODU B SCALE: N.T.S. S4 CONT. AND FILLED W/ GROUT SCHEDULE) S4 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E (2) LAYERS UNDERLAYMENT FOR ROOF PITOH 4:12. 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C TRUSS BOTTOM CHORD OR SCALE: N.T. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2X4 BLOCKING W/ 2-16d TOE BLOCK W/(1)#5 ZTY p) SEE ELEV. FOR CONCRETE PLACEMENT NAILS @ EACH END UPLIFT CONNECTOR (SEE SCHEDULE) pp . 4 • DOUBLE 2x T DOUBLE 2x4 SPF. #2 TOP PLATE U PLATE TOP SPLICE 2"x BUILT-UP COLUMN lk • 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) ° °° ° 18-10d NAILS �Z¢ °. 2x S.P.F. STUDS @ 16" O.C. STD. 96 HOOK 2x TOP PLATE . °'° ° CRICKET AS REQUIRED V2 -16d NAILS @ 24" O.C. OR 2x CRIPPLES @ 16" O.C. M ° EQUAL TO TRUSS BOTTOM PRECAST LINTEL W/ (1) #5 CONT. IN CHORD OR BLOCKING rg4MiN J ° ° OPENINGS GREATER THAN 6'-0" WIDE 5/8" !7J 'J' BOLT OR 5/8" QJ (U.N.O. ON PLAN) 2x STUD @ 2x BLOCKING @EACH END W/ 10d G Oi 10d @ 8" O/C MIN. 18" EMBEDMENT KWK BOLT 11 V/ @ 4 O.C. FROM EACH HEADER Sp 24" O.C. MAX. FACE TO BLOCKING PROVIDE HILT( X -CF NAILS USP SPT24 @ EA. STUD OPENING 2x P.T. PLATE OR EQUAL @ 12" O.C.----(2) 2x HEADER A SEE A/S3 FOR STAGGERED FROM BOT. PER PLAN NOTE: g UPLIFT= 3250# SYP #2 FILLED CELL W/ (1) #5 VERTICAL PLATE TO CONCRETE PLATE LENGTHS MUST BE ) 1/2" EXTERIOR GRADE SHEATHING SEE FDN. PLAN FOR LOCATION REINF. INFO. 2795# (SPF) 2x BOTTOM PLATE W/ (1) 10d @ 8" AT LEAST 8'-0" LONG. TYPICAL FASTENED TO TRUSSES WITH 8d BLOCKING P. a ° - n VARIES O.C. TO EACH HEADER FACE COMMON WIRE NAILS @ 4" O/C BOTTOM SPLICE OVER STUD BOUNDARIES 6" O/C EDGES & 8" O/C FIELD _ _ NOTES: TYPICAL INTERIOR NOW 2 x 6 (MIN.) FRAME 'q ` O1 FILLIINTELANDALLCELLSABOVELINTEL. BEARING WOOD FRAME WALL J WALL HEADER DETAIL TOP PLATE SPLICE DETAIL rM USP SPT22 @ EA. STUD NOTE: FOR BEAM DEPTH 22". RROVIDE A 4" x 4" INSPECTION USP HTT16 N PORT SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 2x P.T. PLATE /ROOF TRUSS @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. F= 2240 LBS SCALE: NTS 5/8" x 10" "J" BOLT @ 24" O/C MAX ( VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED �7�F W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) PROPERLY. 8"X8"X16" K.O. BLOCK W/ 1 MOISTURE BARRIER O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. USP USP C CONT.ANDFILLED SOLID ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT 1�#SRVERT. IN CONC. FILLED CEL REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON W/ STD. 90^ HOOK IN K.O. BLOCK FLOOR PLAN. KNEE WALL ABOVE MASONRY WALL DETAIL rF TYPICAL FILLED LINTEL ASSEMBLY G SCALE: N.T.S. S'4�, SCALE: N.T.S. t+ A FORM CONCRETE INSET TO HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS FOR DRAINAGED GARAGE FLOOR EA END EA END EA END EA END 11-41 (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) 1 (3) 1 (2) (2) (1) USP LSTA30 9'-16' (3) 1 (3) 1 (2) (3) (2) USP LSTA30 IF USP SPT4 SPT241 USP SPT SPT2 rSP SPT4 • ROOF TRUSS ABOVE 2X4 TOP PLATE 2X4 BLOCKING 2X4 STUDS @ 24" O.C. OVERLAPPING WIDTH OF OPENING VAR( CREATE A SOLID BASE FOR BLOCK WALL ABOVE. 1/2"X9 1/2" PLYWOOD SCRAP MATERIAL SEE (FLOOR PLAN NOTES FOR REQUIRED CONNECTION O 2 -ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3 -ROWS 12d X LATE /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P NAILED PLATE (U.N.O.) USP SPT4 O 04 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) \\� \ X LATE \\ MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END NAILED PLATE (U.N.O.) O 04 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) \\� \ S4 INTERIOR HEADER INTO FOR DRAINAGED GARAGE FLOOR z (2) 16d TOE NAILS 1 2x SILL PLATE W/ (2) ( ) \\ \ TRANSOM FRAMING GARAGE ENTRY FORM DETAIL 8" O/C TYR 12d TOENAILS. 10d NAILS @ 6 EA. BLOCKING STAGGERED �o0co w ��W� TRANSOM FRAMING \�\ z w EXTERIOR HEADERS Wa0OZ ZF. U Z W �y P.T. SEE SECTION AA/S1 (1) 2x SILL PLATE W/ (2) LU55 0�oJ am Ja CRIPPLE STUD 12d TOENAILS. AND BB/S1 FOR \\ Q MOUNTING BASE DETAIL GARAGE DOOR_ TRACK MOUNTING BRACKET TYPICAL OPENING LARGER 2X8 WALL ABOVE ADDITIONAL DETAILS �` o (U.N.O.) THAN 4 ft (2) 2x SILL a ' ENTRY GARAGE DOOR ROLLER GARAGE DOOR TRACK m c PLATE W/ MP3 CLIPS Mo0000 SPS • K.O. BLOCK W/(1) EACH SIDE PLATE) ALTERNATE: SEE PLAN FOR FOOTING �' SP SPT4 USP SPT 5/8" DIA. ATR EPDXIED 2x4 STUDS TYP. -BOLTS @ 24" O.C. #5 CONT. & DIMENSIONS RECESS TRAVEL DIRECTION OF Q0 Q USP H1716 TYP. U.N.O. @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL MAX FILLED GARAGE DOOR LINTEL SEE N/S4 Q0 Q¢ O u.d RECESS 5/8"X10" J -BOLTS /SSP SCALE: N.T.S. S44 2X P.T. PLATE @ 2'-0" O.C. T. P.T. BOT. PLATE z � 04 4 4 • d ° ** HOLD DOWN CONNECTIONS / M p� SF S BOTTOM OF MOUNTIN ASE MOUNTING BASE NOT FORM CREATES CONCRETE RECESS TO 'A . SHOWN FOR CLARITY MOUNTING BASE SHOWN RECEIVE GARAGE DOOR AND TO ALLOW NAILS STAGGERED @ 12" ° ' MASONRY WALL SEE DETAIL BELOW IN POSITION 2x4 (NOM.) FOR WATER SHED. 2x CRIPPLESO/C FOR 2"x10" OR q \rF2XI P.T. BOTTOM IPLATE C @ GREATER HEADER �"� SEAT FOR BLOCK IS 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) p POURED IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS 12d TOENAILS B GARAGE FLOOR SLAB 8x8x16 C.M.U. T/B DOUBLE 2 X 12#2 SYP USP C (MIN.I(2)"PER O OM PLATE) C TROWEL FINISH THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM ANY HEADER W/ 1/2 FLITCH SEE GENERAL NOTES SPT2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PLATE (U.N.O.) O 04 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) _ H S4 INTERIOR HEADER O_ FOR DRAINAGED GARAGE FLOOR 10d NAILS @ 1 2x SILL PLATE W/ (2) ( ) CD GARAGE ENTRY FORM DETAIL 8" O/C TYR 12d TOENAILS. � �o0co w ��W� QZ > z w EXTERIOR HEADERS Wa0OZ ZF. U Z W �y SCALE: N.T.S. DOUBLE 2x4 (1) 2x SILL PLATE W/ (2) LU55 0�oJ am Ja CRIPPLE STUD 12d TOENAILS. Q MOUNTING BASE DETAIL GARAGE DOOR_ TRACK MOUNTING BRACKET TYPICAL OPENING LARGER o (U.N.O.) THAN 4 ft (2) 2x SILL a ' SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK m c PLATE W/ MP3 CLIPS Mo0000 CONNECTION ASSEMBLY o a EACH SIDE PLATE) ALTERNATE: SEE PLAN FOR FOOTING �' DETAILS \\ 5/8" DIA. ATR EPDXIED 2x4 STUDS TYP. DIMENSIONS MIN. 6" INTO BOND BEAM TRAVEL DIRECTION OF Q0 Q USP H1716 TYP. U.N.O. @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL JW�OZ GARAGE DOOR O SEE N/S4 Q0 Q¢ O u.d RECESS �AFi�rOR /SSP SCALE: N.T.S. S44 LINTEL T. P.T. BOT. PLATE z � 04 U SP • . ' ' :a: ' • ** HOLD DOWN CONNECTIONS / M p� SF S BOTTOM OF MOUNTIN ASE NOT REQUIRED @BEARING > L POURED CONCRETE BASE FOR BLOCK WALL. RECESSED TO BE 2" ABOVE FINISHED WALLS WITHOUT UPLIFT 2X8 P.T. BOTTO D PLATE SPACE FOR GARAGE DOOR GARAGE FLOOR. AND WATER SHED FORWARD THIS DRAWING. WALL HEADIER DETAIL Q USP SPT4 PT4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 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" O/C FIELD PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J -BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM SPT2 USP S O 04 wn-�0 _ H O_ �UOU 2W r WZWJ04co CD \\ Oz o¢ � �o0co w ��W� QZ > z w cnW Wa0OZ ZF. U Z W �y \\ \ G1 NAILED INT LU55 0�oJ am Ja TRANSOM Q \\ �\ FRAMING TRANSOM FRAMING o SEE SECTION AA/S1 AND �\ \ m c Mo0000 BB 1 FOR ADDITIONAL /S \�\ o a PLATE) ALTERNATE: 1-4 $� DETAILS \\ 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM 1 Q0 Q USP @ 24" O.C. U) LL z JW�OZ 0� W00a. F-E Q- SPT22 Q0 Q¢ O u.d RECESS /SSP LINTEL / SPT4 z � 04 U SP U) = (o / M p� SF S p-�LL''T-- > L Q z � d' 2X8 P.T. BOTTO D PLATE PARTIAL INTERIOR ELEVATION FRAMING DETAILS ABOVE R SCALE: N.T.S. SL� 5/8"x10" "J" BOLTS @ 24" O.C. MAX. ENTRY SCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) w rn H Uo w III N WaQZ O 04 wn-�0 _ H O_ �UOU 2W r WZWJ04co CD F-0Zw Oz o¢ � �o0co w ��W� QZ > z w cnW Wa0OZ ZF. U Z W �y G1 >_¢=C92 w LU LU55 0�oJ am Ja =Lu o�mvi F --H Q tv o �. m c Mo0000 o a PLATE) ALTERNATE: 1-4 $� 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM La C6 0 Q zw w0¢ 2OLIJ J(,'0QmL-0L 0 OzZP CF- Q0 Q =¢OI8fl',pZ2 OaWO uw10Oviujjw-Z0<0 @ 24" O.C. U) LL z JW�OZ 0� W00a. F-E Q- PARTIAL INTERIOR ELEVATION FRAMING DETAILS ABOVE R SCALE: N.T.S. SL� 5/8"x10" "J" BOLTS @ 24" O.C. MAX. ENTRY SCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) w rn H Uo w III N WaQZ O 04 wn-�0 _ H O_ �UOU 2W r WZWJ04co CD F-0Zw Oz o¢ � �o0co w ��W� QZ > z w cnW Wa0OZ ZF. U Z W �y G1 >_¢=C92 w LU LU55 0�oJ am Ja =Lu o�mvi F --H Q tv o �. m c Mo0000 o a 1-4 $� n tc,4n U La C6 0 Q zw w0¢ 2OLIJ J(,'0QmL-0L 0 OzZP CF- Q0 Q =¢OI8fl',pZ2 OaWO uw10Oviujjw-Z0<0 jaz m U) LL z JW�OZ 0� W00a. F-E Q- per Q0 Q¢ O u.d LL C:) z � 04 U) = (o M p� p-�LL''T-- > L Q z � d' -C N Z J � ~ Lu WLU JLo r 0 P 0 P 0 r O O O O) c0 0 0 0 (D p O O � r- N M Z z _ z WUr? owl O W a F-0 • F- Ill MZ S::) �ZZ� awp Lu �'."' Q aJ m z Q �(1)ZU a Lu Z z FQO U of a O w S4U)w M > LAST PLOT DATE N r--� 11/10/2010 p O STRUCTURAL H DETAILS 2x4 "T" BLOCKING SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKE SEE STRUCTURAL NOT BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOT 2x4 2x4 BLOCKING @ OUTLOOKER @ 48 O.C. 16d NAIL 24" O.C. AND NAILING SCHEDULE AND NAILING SCHEDUL 2x4 OUTLOOKER @ 24" " @ USP RT16 OR EQUAL @ 24 O/C TOP CORD FOR SHEATHING DETAIL 2"x4" FOR SHEATHING DETAI O.G. (OPTIONAL -SEE "L" BRACE � EA. OUTLOOKER REFER TO ELEVATIONS) BACKNAIL W/ TOP CORD ATTACHED W/ 1 SECTION 1A ON BLOCKING FO OUTLOOKER SEE STRUCTURAL (2) 16d NAILS BLOCKING FOR NAILS @ 4" O.C. FIRST FOUR @ 24" O.C. SHEET S5.1 FOR 45 t 24" MAX. , USP RT16 OR EQUAL NOTES AND NAILING FIRST FOUR TYPICAL ROWS OF TOP CORD TOP CORD BLOCKING X -BRACING AND USP RT16 OR BLOCKING FOR 45't ', 2x8 SYP#2 "L" BRACE FOR FIRST FOUR ROWS 4" MAX @ EA. OUTLOOKER SCHEDULE FOR ROWS OF ' TRUSSES @ I USP RT16 O GABLE TRUSS WEB � / TOP CHORD EDGES OF 2x4 CR S BRACE EQUAL @ EA. FIRST FOUR ROWS TO EXTEND @ LEAST OF TRUSSES @ EDGES SHEATHING DETAIL TRUSSES @ � EQUAL @ EA. � / BLOCKING SHEATHING4PPROX. 8" FROM OUTLOOKIER TRUSSES @ EDGES 90% OF WEB LENGTH & OF SHEATHING TYPICA DOUBLE TOP PLATE EDGES OF DBL L BRACING DTL 5 / L BRACE TO EXTEND " " .� ;; „ AM10 W/ (4) / INFORMATION • 2x4 CROSS BRACE OUTLOOKER USP HG TYPICAL RIDGE FASTENED AT I OF SHEATHING NP. NOTCH @BOTTOM 2x4 CROSS BRACE APPROX. 24 MAX SHEATHING TYP. • I APPROX. 8" FROM " „ SCALE: N.T.S. S5 3/16"x1-3/4" WEDGE WOOD ,AT LEAST 90 /o OF WEB 2x4 CROSS BRACE 9 EACH JOINT W/ (3) 10d o CHORD (SEE TABLE) USP 8 FROM RIDGE FASTENED AT & (2)10d TOE NAILS @ LENGTH (SEE TABLE) APPROX. 8 FROM RIDGE $ RIDGE FASTENED AT L BRACE TO EXTEND BOLTS & (4) SDS EA. EN INT � 2"x4" LEDGER (MATCH STUD EACH TOE NAILS EA. END 2) EACH JOINT W/ (2) � AT LEAST 90% OF WEB 2x4 'IT" /� � TRUSSES FASTENED AT EACH JO BOTTOM CHORD SLOP 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x4 BLOCKING @ SCREW'S / 2x4 RAT RUN 2x6 P.T. GABLE TRUSS W/ (3) 10d & (2)10d TOE -- OF ADJACENT SCISSO 2X6 FRAMED WALL - NAILS @ EA. END 48" O.C. / BRACING AT TRUSS VERT. WEB GABLE TRUSS / I I I PLYWOOD OR TRUSS) SEE WALL SECTION � 16d NAIL 24" O.C. ON SPACED @ 48" O/C MAX. 7/16" OSB SHEATHING 5/8" OR 1/2" HIGH ` FOR SPACING 2x4 PANEL BLOCKIN 1/2" CDX PLYWOOD OR "L BRACE I TOP OF ON I I 1/2 CDX - 10dX5" O.0 THROUGH 1/2" CDX PANEL BLOCKING @ 48" O.C. FOR THE FIR ATTACHED W/ 10d STRENGTH CEILING •• 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16 OSB SHEATHING ATTACHED W/ 10d 8'-0" OF END WALL FROM EA. END TYP. BOTTOM NAILS @ 6" O.C. EDGES BOARD PER CODE Y'I` CHORD INTO P.T. PLAT « ATTACHED W/ 10d NAILS @ 4" O.C. CHORD FOR 4 CORD ATTACHED W/ (2) 16-d TOENAILS AND 12 O.C. FIELD OSB SHEATHING ATTACHED FIRST (4) ROWS OF I GABLE TRUSS NAILS @ 6" O.C. EDGES TYPICAL TRUSS SPANS W/ 10d NAILS @ 16" O.C. TRUSSES FROM EA. " ATTACHED W/ 2 _ 10dX3" @ 3" OIC 2x4 "T" ON TOP OF PANEL BLOCKING, 1/2" CDX PLYWOOD OR -- EDGES AND 12" O.C. FIELD END TYP. TOP & AND 12 O.C. FIELD GABLE TRUSS WEB THROUGH CHORD FASTEN WITH 10dx3" @ 4" O/C 7/16" OSB SHEATHING (2) 16d NAILS BOTTOM ATTACHED (2) 16d NAILS - 16d AT OI ,. .: INTO 2"x6" P.T. PLATE ATTACHED W/ 10d W/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF SINGLE "L" BRACING DT L 6 TRUSS JOINT .� KING 1 2 HIGH x4 BLOCKING 24 .� N 48 2x4 BLOC 5/8 OR. / 2 2 x4 PANEL BLOCKING @ 48 O.C. FOR THE NAILS @ 6 O.C. EDGE 2x4 PANE L BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED PANEL BLOCKING FASTEN WITH 10dx3" @ 4" O/C INSTALLED PER FIRST (4) ROWS OF TRUSSES FROM EA. END NP. �� O.C. FOR THE FIRST (4) ROWS SCALE: N.T.S. S5 STRENGTH 0/C W/ 2 - 16d AND 12 O.C. FIELD FASTEN WITH 10dx3 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 PER CODE TOENAILS @ EA. END 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE MANUF. NOTCH "L" BRACE HER @ FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL MOISTURE BARRIER 2"x6" P.T. SILL TYP. TOP &BOTTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH 8d COOLER NAILS '� W/ 13/ DRYWALL NAILS WEEP SCREED W/ 2 16-d TOENAILS 10dx3" @ 4" O/C USP HGA10 @ 36 BLOCKING SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM 5/8" x 10" "J" BOLT @ 48" O.C. O OR 1 1/4" LONG DRYWALL SCREWS COMPLYING p C " OR MASONRY WALL TYPICAL USP HTA20 @ EA. TRUSS USP HTA20 OR EQ. @ 4'-0" O.C. INSTALLED PER MANU @ 4$ O/C END WALL @ 4" O/C 5/8" OR 1/2" HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WITH ASTM C1002 FOR FIRST 8'-0" FROM END DBL. TOP GABLE TRUSS DRYWALL SCREWS 7" O/C ARCHITECTURAL MOISTURE BARRIER STUD WALL tf� — 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FRO VERT. WEB (24" O/C MAX.) TYPICAL. ALTERNATE USP HGA10 CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT WALL @ 4" O/C TYPICAL PLATE (SEE TYP. SEC.) — — TRUSS CEILING & 8" O/C WALLS FINISH VERTICAL PLATE SPLICES W/ 3/16"x2"•- PLATE WASHER @ 4'-0" O/C ALIGNED WITH GABLE OR 1 1/ �" LONG DRYWALL SCREWS 8d COOLER NAILS TRUSS) USP SPT24 @EACH ST 2 2"x8" "L" BRACE EXT. WALL CONN. @ WEB. OR 1 L LONGFASTENED WITH (3) NON - LOAD BEARING LOCATION NOTE: IF EMBEDDED COMPLYING WITH ASTM C1002 FOR SECTION 3 SECTION1'4 16d PER SIDE D SECTION 'I STRAP MISSED VERTICAL SECTION K2 FIRST 8-0 FROM END WALL @ 4 WEB; USE O/C TYPICAL SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE SEE TIO WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 SCALE; N.T.S. CJ'S MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 7 ADDITIONAL INFORMATION. AS PER HIB 91 SCALE: N.T.S. S5 to 7LI20'-0" MAX 20'-0" MAX 'X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. � N <'ICV rM jx to - co 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.)I "L" BRACE @ 010" - 3'-0" T-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 ti w CHORD —__ ----Z ----w ---- ----- co . 1,. 11„ w 0 -v CROSS (GABLE END) o " ° (0 2 - 2 0 00 22" BRACING (SEE o n. 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (2) 16d COMMON NAILS O w o Et m = o • . PLAN FOR o o� 171 -- 2x6 SYP (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS LOCATIONS) USP HTW 4 z a 10dx3" O/C 2"x4" 2x8 SYP w TOENAI @ 6" O/C RUNNERS w •a • BRACING W/(3) 10d x 3" CHORD BRACE ' JOINT _ (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 NAILS I 12" MAX 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 = 37) OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL COMMON WIRE NAILS (D = 0.207", L USP HGAM10 MOISTURE BARRIER STRONG -BAC S;TRONGBACK & 8-10d x = 4 1/2") OR EQUAL W/(4) -3/16"x1-3/4" WEDGE 1 1/2" TO "T' BRACE NOTES:BOLTS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4 -PLY, PROVIDE 1/4"' DIA. x 51/2" LAG SCREWS OR EQUAL & (4) SDS 1/4" x 1 1/2" SCREWS BOND BEAM EACH ----- DROPPED FLAT TOPS OF SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) HIPS FOR FRAMING �a a 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: ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) 2x4 "T" BRACE CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION (2x4 SPF) THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES 16d COMMON NAILS. (ONE INTO EACH OUTSIDE BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OFTHE WEB. FACE OF B.U.C., SAME NUMBER OF ROWS, SAME EXT. WALL CONN. @NON -LOAD "T" BRACE CONNECTION SPACING) BEARING LOCATION UNEVEN CLG. ME CEILING 9 DROP HIP DETAIL REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 E VOLUME SCALE: N.T.S. SCALE: M.T.S.AS PER BCSI 1-03 SCALE: N.T.S. SJ SCALE: N.T.S. CJ'5 SEE TYP. WALL SECTION FOR S5 �S5 SCALE: N.T.S. ADDITIONAL INFORMATION. '"®' SCISSOR TRUSS A� of "ER 24" 12 2 x4 OUTLOOK STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.)I "L" BRACE @ 010" - 3'-0" T-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 ti w MINIMUM 2x4 —__ ----Z ----w ---- ----- w 0 -v CROSS o BRACING (SEE o n. O w o Et m = o � PLAN FOR o o� 171 -- LOCATIONS) 4 a 10dx3" O/C 2"x4" wFloollool—loolooll (2) 16d PER TOENAI @ 6" O/C RUNNERS w �a a 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: ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) 2x4 "T" BRACE CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION (2x4 SPF) THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES 16d COMMON NAILS. (ONE INTO EACH OUTSIDE BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OFTHE WEB. FACE OF B.U.C., SAME NUMBER OF ROWS, SAME EXT. WALL CONN. @NON -LOAD "T" BRACE CONNECTION SPACING) BEARING LOCATION UNEVEN CLG. ME CEILING 9 DROP HIP DETAIL REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 E VOLUME SCALE: N.T.S. SCALE: M.T.S.AS PER BCSI 1-03 SCALE: N.T.S. SJ SCALE: N.T.S. CJ'5 SEE TYP. WALL SECTION FOR S5 �S5 SCALE: N.T.S. ADDITIONAL INFORMATION. '"®' SCISSOR TRUSS A� of "ER 24" 12 2 x4 OUTLOOK "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.)I "L" BRACE @ 010" - 3'-0" T-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 ti « MINIMUM 2x4 USP RT -16 CROSS �c CORNER JAG BRACING (SEE n. 2 � PLAN FOR ..... • w LOCATIONS) U 10dx3" O/C 2"x4" (2) 16d PER TOENAI @ 6" O/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.)I "L" BRACE 24' 010" - 3'-0" T-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-ENGINEERE OVERLAP TRUSS BRACING OVER " WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6 2X4 BRACING @ 48 O.C. 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 GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. CROSS BRACING DETAIL J GABLE END DETAIL 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. TRUSS BRACING OVERLAP DETAIL M COSMETIC DROP CEILING FRAMING SCALE: N.T.S.SCALE: N.T.S. S5 SCISSOR TRUSS SCALE: N.T.S. S5W/ DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" SCALE: NTS 1 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION GABLE TRUSS 4 S5 S5 3 "L" BRACE W/ 10d @ 4" O.C. 12 12 (SEE SCHEDULE FOR SIZE 6.9 MAX. AND LOCATION) MAX. "L" BRACE wi 10d @ a" oic 6.9 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) 5 S5 GABLE TRUSS 6 6 S5 17 F11 I S5 —1 IL. A 7F 85 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER USP LSTA 18 �TUDS @ 16" O.C. DBL. TOP PLATE STUDS 16" O.C. USP SPT2a LE END BRACING DETAIL r ---Ir— �Ir ii BEARING '�I —' CONT. BEARING USP HGA10 (,TYP.) UPLIFT CONNECTIONS -HIP WOOD FRAMED GAB CONT. BEARING @EACH STUD GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4"=T-0" FRAMING MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION NOTES FOR WIND SPEED SPECIFICATION C0 rn IY w UJ J¢Z fA N j O 0 Z o IrOu.0 OW Qwi-a Lu z LU 04 LO CO LO 0.' =OOZ 0¢ Z r ❑_ I=-❑�w �z z > w �i�WM 111 cn� 2 WLLCD 0°Im- Z0 0 LU U°N�w ~ }Zdw0m �w IM 2 Q w (9 ° ❑ J (n =LU z 0 co CO �F- ON0 u Av aa, In C' -C.L1 cpp �C,U) L u) w0 t— E- ¢ J 0:' ~4 z (9 W W :) -j (0 : : w 0 LL � u- Q Q V �v O O"omod�m� ¢c4i ~ ~ vdiwaLu winaCr LL O� C'1 O Z-¢¢pwW6wz0w001 (n LL apw o~ggwflu LLQ o �Q� O z O N COO �U)cMO r > +` 0 CC Q,cTCU z -� WW Ln V LO C) 0 0 0 N 04 04 d) co 6 ' r M IO O O O 0 o 0 0 r N cM ct I� ZLnZ ?�❑ Z � . F.4 U = o 0 W 0 �► H Oaz¢ ZW�w ~m00 Z vZ35 II -•—I � Q W � 13- O OQaLLLijLL w a Z VcnZZ Z �a0 Z U J CL a O w 00roo-o"I S5 U)LOx LAST PLOT DATE c 11/10/2010 O O STRUCTURAL H DETAILS END JACK 11'-0" MAX. ti « Lu �c CORNER JAG n. 2 � w U « 85 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER USP LSTA 18 �TUDS @ 16" O.C. DBL. TOP PLATE STUDS 16" O.C. USP SPT2a LE END BRACING DETAIL r ---Ir— �Ir ii BEARING '�I —' CONT. BEARING USP HGA10 (,TYP.) UPLIFT CONNECTIONS -HIP WOOD FRAMED GAB CONT. BEARING @EACH STUD GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4"=T-0" FRAMING MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION NOTES FOR WIND SPEED SPECIFICATION C0 rn IY w UJ J¢Z fA N j O 0 Z o IrOu.0 OW Qwi-a Lu z LU 04 LO CO LO 0.' =OOZ 0¢ Z r ❑_ I=-❑�w �z z > w �i�WM 111 cn� 2 WLLCD 0°Im- Z0 0 LU U°N�w ~ }Zdw0m �w IM 2 Q w (9 ° ❑ J (n =LU z 0 co CO �F- ON0 u Av aa, In C' -C.L1 cpp �C,U) L u) w0 t— E- ¢ J 0:' ~4 z (9 W W :) -j (0 : : w 0 LL � u- Q Q V �v O O"omod�m� ¢c4i ~ ~ vdiwaLu winaCr LL O� C'1 O Z-¢¢pwW6wz0w001 (n LL apw o~ggwflu LLQ o �Q� O z O N COO �U)cMO r > +` 0 CC Q,cTCU z -� WW Ln V LO C) 0 0 0 N 04 04 d) co 6 ' r M IO O O O 0 o 0 0 r N cM ct I� ZLnZ ?�❑ Z � . F.4 U = o 0 W 0 �► H Oaz¢ ZW�w ~m00 Z vZ35 II -•—I � Q W � 13- O OQaLLLijLL w a Z VcnZZ Z �a0 Z U J CL a O w 00roo-o"I S5 U)LOx LAST PLOT DATE c 11/10/2010 O O STRUCTURAL H DETAILS PROVIDE CONTINUOUSB.U.C. 3/8" "S" = NAIL 3/8" 24" MIN. LAP SPLICE BLOCKING FROM B.U.C. 8 - 1Od NAILS TO 2 - S.P.F. CONST. GRADE TOP PLATE SPACING o TO MASONRY BELOW STUD PER STRAP SPLICE MIN 48" APART �- 00 0 I 00 0o O' : • ,,: nnnIIn1uIIIIIIIIII --Iu11unuIIIIrI11IIII --uIIII�1IIIIIIIII --nnuIIuuI1IIII1 nmuIImull1IIuulI1IIrfIl1II - II III - -C -IIIrII - YlllmmIIIuIuiuIIIItIIII uuII1IIIIIII1 unIInuIIIIIIIII uuInIunIIIIIIII nuIIunuIIIIII ®(D� Ta o 3 /4_" -Iw — - oo _S IL �1 /12- / 2" FLOOR SYSTEM o " ; P.TYP. ------- S ------ -o ' pTRUSS TY0 0 x4 RIBBONS SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACINGN o 0 OPENING ® NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL [STRAP-//* MSTAM 36 OP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAILNAIL AT SPLICE BEYOND O.C. W/8d COMMON NAIL© NAIL OPENING PERIMETER @ 3 NAIL INT. AT 6" O.C. W/8d COMMON NAILPART. PLAN VIEW DETAIL ® STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. SCALE: 1 1/2"=1-0" 2 MMON NAIL(2) 2X8 P.T. LEDGER W/ 1/2" X 8" MASONRYWALLSYSTEM W/8d CO TITEN HD @ 16" O.C. (2 ROWS) (4) 1/4" X 2 1/4" TITEN -�--I-�I-- RQ NO SPLICE @HEADER -NAIL SHEATHING TO 6" MIN.SCREWS TO MANSONY 1 PER STRAP HEADER W/8d COMMON NAIL@ 4 o/c 16" O.C. WALL DBL. K.O. BLOCK TYP WOOD TO MASONRY \-2x4 P.T. BASE PLATE CONNECTION W/ MSTAM36 LL WALL SHEATHING INSTALL. &MAILING SCHED. C 2"x4" PANEL BLOCKING 48" 0/C SEE TYP. 2 -STORY WALL SECTION FOR SCALE: N.T.S. GAG SCALE: N.T.S. ��S6 CG ADDITIONAL INFORMATION. �7V FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) -F- 2ND FLOOR FRAMING - SEE (2) LAYERS 1"X24" PROPRIETARY TYPE W GYP. 16d TOE NAILS SECTION J/S6 PANELS INSERTED BETWEEN 2" FLOOR & CLG. 2x STUDS @ 16" 0. . (2) 2X8 LEDGER P.T. LEDGER DECKING ATTACHED WALL SHEATHING 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" O/C, 2 ROWS STAGGERED GLUED TO ROOF SHEATHING 6" WIDE 1/2" TYPE "X" GYP. (ATTACHED Wl 1" W/ 8d @ 4" O.C., 2 ROWS STAGGERED N VIEW LEDGER 2x4 LEDGER @ 48" O.C. MAX. DRYWALL SCREWS AT 12" O.C. TO METAL FRAMING) PART. PLA VERTICALLY NAILED TO 2X4 BLOCKING W/ (2) 10d LAP SPLICE DETAIL 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) 2X4 RIBBONS, EACH W/ 4-16d '' • INSTALLED PER MANUF. TRUSS @ 24" O.C. MAX. 7/16" O.S.B. SHEATHING U.N.O. NAILS INTO EA. FLOOR TRUSS /\ • USP HTA20 @ 24" O.C. W/ WEEP SCREED (1) LAYER UNDERLAYMENT FOR ROOF PITON 4:12 & 2x4 CROSS BRACE @ 48 7 INSTALLED PER. MANUF. O/C FOR THE 1ST 2'-0" OF ( 10-1Od X 1 1/2" NAILS INTO (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:12.END WALL W/ (2)10dx3" @ EA. BLOCKING JOIST & MIN. 4" USP HTA20 @ EA. TRUSS 12 PRE ENGINEERED END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. FIRE RETARDANT TREATED W/ 10 - 10d x 1 1/2" NAILS INTO FLOOR WOOD TRUSS @ HURRICANE ANCHOR @ EACH TRUSS O.S.B. 7/16" SHEATHING 4'-0" ON PRE-ENGINEERE TRUSS & MIN. 4" EMBEDMENT IN EA. SIDE OF WALL NOT 24" O.C. MAX. 15 LB ROOFING (SHINGLES) STAGGERED VER PARTY WALL. FLOORTRUSSES I KO BLOCK ROOF COVERIN 2ND FLOOR FRAME CONNECTION R BURN CLIPS AS PER FIRE WALL INSULATION15/32" CDX PLYWOOD OR 7/16" SIMPSON RBC @ 36 O.C. W/ 6-10dX 1-1/2 BAFFLE O.S.B. (SEE ROOF NAILING PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" NAILS INTO TRUSS BOTTOM CHORD/ MFG. SPECIFICATIONS NAILED SCHEDULE ON SHT SNI) SG INTO TOP/BOT. PLATE ONLY @ INSTALLATIO SEE TYP. 2 -STORY WALL SECTION SCAB & (3) 1/4"X2-3/4" TITEN SCREWS PER CHARTFOR ADDITIONAL INFORMATION. INTO MIASONRY. NOTE: RBC CLIPS TO EACH SIDE OF STEEL'H' STUD ALUMINUM DRIP EDGE BE INSTALLED PRIOR TO FURRING 2X4 BLOCKING W/ (2) 10d TOE ON SWEET SN STRIP IhISTALLATION NAILS @EACH END FLOOR CONNECTION D ALUMINUM FASCIA MASONRY 1ST FLR. PRE ENGINEERED ROOF @ SCALE: 3/4"=1'-0" S6 5/8" OR 1/2" HIGH STRENGTH CEILI x SUB FASCIA NOTE: TRUSS PERPENDICULAR TO SEE TYP. 2 -STORY WALL SECTION ;; NG 1) MASONRY WALL PROVIDES 2- HR 2x4 SYP. #2 X12" LONG SCAB @ WALL @ 24" O.C. MAX. BOARD PER CODE W/ 13/8" DRYWALL 12"VENTILATED SOFFIT 1/2" GYP• W13 PROTECTION PER UL - U905 (AS REQ'D) FOR ADDITIONAL INFORMATION. NAILS OR DRYWALL SCREWS 7" O/C EACH RBC CLIP W/ 10d @ 3" O.C. CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING (1) #5 VERT. IN FILL CELLS (SEE TYPE "S" MORTAR (TYP.) 1/2" GYP WB (2) TOP PLATE W/ 8d @>4" FOUNDATION PLAN FOR LOCATIONS) - _ 4"x4" INSPECTION PORT AT O.C., 2 ROWS MIN. 2500 PSI CONC. SLAB EACH FILL CELL TYPICAL USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER MIN. PSI MAY VARY PER MUNICIPALITY w SPT24 OR SPT4 @ 32"a.c. ARCHITECTURAL FINISH "4.. • . & 8-10d x 1 112" TO BAND JOIST @ EA. STUD Lu 15/32" MIN. PLYWOOD SHEATHING 6X6 W1.4XW1.4 WWF a (EXT. ONLY) 2" FLOOR RUNNER W/ 3/16" DIA. X (1) LAYER 1/2" HIGH STRENGTH OR 5/8" 2X BLOCKING @ EA. WAL -J OR 7/16" OSB NAILED W/ 8d OR FIBERMESH z LO F, z 1-3/4" TAPCONS @ 16" O.C. GYP. WB. W/ 1-3/8" DRYWALL NAILS OR „ N g ry - DRYWALL SCREWS. 7" O.C. CEILING. 8" RDER SHEATHING JOINT COMMON NAILS @ 4 O.C. EDGES, r g STD. 910° Ii00K (SEE DETAIL) �� M � cn ° O.C. WALLS & 4" O.C. EDGES NOTE: EXTEND SHEATHING TO AND 6 O.C. FIELD (U.N.0) v w 8"X8"X',16" CONIC. KNOCKOUT BLK. W/ 2nd FLOOR WALL BOTTOM OF BEAM OR GI 16" O.C. 2X S.P.F. STUDS o w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 - ----'---"--� R30 INSUL. MIN. cn APPLY 3 LAYERS W/ TOTAL THICKNESS 71V' _____ (1) #5 ROD CONT. FILLED W/ GROUT 1x P.T. NAILER 2x BOT. PLATE W/ (2)10d @ 6" O.C. �� OVER METAL LATH. FIRST 2 LAYERS 3/8" / . / Q' ° �. ° ° R-3 MIIN. INSUL. PER F.B.C. (2007 ED.) 2"x BOT. PLATE W/ MOISTURE BARRIER (2) 10d @ 6 O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ w THICK EACH. 3RD LAYER 1/8" THICK. • ' ° \ S13-6012.lABC.1.1 1 Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD w BEAM/GIRDER U. INSULATION PER NOTE: 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2 -M -W OSB CHART ON SHEET S3 6 MIL VAPOR BARRIER �� �� �� 1) SEPARATION WALL IN THE ROOF USP HTA20 @END OF TRUSS W/ 10-10d X CLEAN POISONED AND COMP. STD. 90 HOOK 1-1/2" NAILS INTO TRUSS & 4" (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" (SEE DETAIL) SYSTEM PROVIDES 2 -HRS O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN D SOIL. (95% MODIFIED „ PROTECTION PER GA ASW1002 EMBEDMENT INTO CONCRETE (NOTE: < 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. DRAFTSTOPPING S6 PROTECTION PER UL -U905 THE PROPRIETARY PANELS) SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. (4) # 5 GONT. ON 3" CHAIR 2 - HOUR MAS. FIREWALL (1) #5 VERT. IN FILL CELLS (SEE FLOOR TRUSS/JOIST EQUAL AREAS. (1) #5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATION) FLOOR SYSTEM METAL SEAT W/ STEP SECTION A FILL CELL PLAN FOR LOCATIONS) ER PLAN O PLATE SCALE: 3/4" = 1'-0" S6 (2) 2X8 IP.T. LEDGER W/ 1/2" X 8" TITEN HD @ 16" O.C. (2 ROWS) NOTES: 4"x4" INSPECTION PORT AT 1) LAP SHEATHING TO BOTTOM OF 3/4" PLYWOOD DECKING EACH FILL CELL TYPICAL TYPICAL GLUED AND !NAILED W/ 8d 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR , 2" CLG. RUNNER 2X4 BLOCKING W/ (2) 10d TOE NAILS @ EACH END COMMON @ 6" O.C. W 1x P.T. BASE NAILER 2ND FLOOR FRAME CONNECTION F 5/8" GYP. TYPE' X" @GARAGE ONLY) W/ 1 15 LB ROOFING FELT (SHINGLES) ? U NAIL FLOOR TRUSS TO LEDGER 3/8" DRYWALL NAILS OR DRYWALL SCREWS FIRE CAULK EDGES AND 12" Q.C. FIELD g a SEE TYP. 2 -STORY WALL SECTION SCALE: N.T.S. 7/16 O.S.B. SHEATHING U.N.O. wl a -10d TOENAILS (TYP.) S6 7" O/C CEILING & 8' O/C WALLS STD. 9(t HOOK (SEE DETAIL) 1/2"GYP. WB OR 3/8" � � STD. 90° HOOK FOR ADDITIONAL INFORMATION. PLYWOIOD/ TYPE 2 -M -W N (SEE DETAIL) 2ND FLR 1/2" GYP WB 8"x8"X16" CONC. OSB (DIRAFTSTOPPING) Aa KNOCKOUT BILK. W/1#5 RODFIRE RETARDANT TO BE tNAILED W/ 8d INSTALLATION PER CHART ON SHEET SN CONT. FELLED SOLID COMMON @ 6" O/C TO "• W/GROUT TREATED O.S.B. 7/16" ONE SIDE OF THE FLOOR 8"X8"X16" CONIC. KNOCKOUT E: LAP SHEATHING TO \ SHEATHING 4'-0" ON EA. TRUSS FOR AN AREA <_ BLOCK W/ (1) #5 ROD CONT. NOT FILLED SOLID W/ GROUT BOTTOM OF BAND JOIST TYPE "S" MORTAR (2) LAYERS 1X24 PROPRIETARY SIDE OF WALL NOT 1000 SO. FT. & SEALED TYPICAL 8"GONG. BLK. TYPE'X' GYP. PANELS INSERTED STAGGERED OVER PARTY PENATIRATION AREAS W/ TOP CHORD BRG. TOP CHORD BRG. (2) 2x TOP PLATES CAPACITY BETWEEN 2" FLOOR & CLG. FSHALL OAM. IDRAFTSTOPPING FLOOR SYSTEM FL OR SYSTEM USP LSTA24 STRAP W/ 8-10d x 1-1/2" RUNNERS W/ 2" STEEL H STUDS WALL. - SHINGLE ROOF- TRUSS SPAN 30' BURN CLIPS AS PER FIRE WALL (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 MFG. SPECIFICATIONS NAILED APPROX. EQUAL AREAS. R-3 MIN. INSUL. PER F.B.C. BRG. FOR 30' < TRUSS SPAN < 40' (2) GYP. PANELS COVERED USING 6 INTO TOP/BOT. PLATE ONLY @ (2007 ED.) S13-602.1ABC.1.1 2nd FLOOR WALL 2x4 STUDS FOR 40' < TRUSS SPAN < WIDE 1/2" TYPE "X" GYP. EACH SIDE OF STEEL'H' STUD (1) LAYIE31/2" HIGH STRENGTH OR 5/8" (ATTACHED W/ V DRYWALL GYP WIB (OR 5/8" GYP. TYPE " X- @ BAND JOIST 4TILE ROOF- TRUSS SPAN 25' MAX SCREWS AT 12" O.C. TO METAL 2X4 BLOCKING W/ (2) 10d GARAGE W/ A HABITABLE ROOM ABV) 2"x BOT. PLATE W/ ADD (1) 2x4 STUD @ EA. TRUSS BRG. ARCHITECTURAL FRAMING) TOE NAILS @EACH END w/ 1-3118" DRYWALL NAILS OR DRYWALL (2) 10d @ 6" O.C. FOR 25' < TRUSS SPAN < 32' (2) 2x4 FINISH PRE ENGINEERED ROOF SCREWS 7" 0/C CEILING & 8' O/C WALLS STUDS FOR 32'< TRUSS SPAN < 39' (1) #5 VERT. IN FILL CELLS (SEE TRUSS PERPENDICULAR TO & 4" 0.(C. EDGES W FOUNDATION PLAN & NOTES) WALL @ 24" O.C. MAX. 1/2" GY'P. WB L) R30 INSUL. MIN. (1) LAYER 1/2" HIGH STRENGTH (1)#5 VERT. IN FILL CELLS (SEE TYPE "S" MORTAR (TYP.) ;::,: „ lx WD FURRING @ 24" O.C. a 4"x4" INSPECTION PORT AT OR 5/8 GYP. WB. W/ 1-3/8 FOUNDATION PLAN FOR LOCATIONS) NOTES. USE BASEBOARD g EACH FALL CELL TYPICAL DRYWALL NAILS OR DRYWALL 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 USP MP4F @ 24 o.c. MP4F &EXTEND MIN. 2500 PSI CONC. SLAB • WALLS & 4" O.C. EDGES Z J EACH FILL CELL TYPICAL W/ 12-8d NAILS SHEATHING TO 4.MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH 2" FLOOR RUNNER W/ 3/16" DIA. X 6X6 W11.aXW1.4 WWF a MUNICIPALITY 4"to 6" BELOW GRADE � 1x P.T. BASE NAILER BOTTOM OF RIM 1-3/4" TAPCONS @ 16" O.C. MOISTURE BARRIER OR FIBIERMESH - z N BOARD/BAND c STD. 900 HOOK (SEE DETAIL) 1x P.T. NAILER ; 1st FLOOR WALL JOIST FOR USP HTA20 @END OF TRUSS W/ 10-10d X o ___ -° WALL N ° ° co S"X8"X16" CONIC. KNOCKOUT BLK. W/ 1-1/2" NAILS INTO TRUSS & 4" ° ° • - �� ° HEA FINISH GRADE _--- "- ONLY. (1) #5 ROD CONT. FILLED W/ GROUT EMBEDMENT INTO CONCRETE (NOTE: ° °to j / - °P INSTALL HTA20'S PRIOR TO INSTALLING 6 MIL VAPOR BARRIER r ° ° �� USP LSTA24 STRAP W/ 8-1 0d x 11 1/2 NAILS �' R-3 MIN. INSUL. PER F.B.C. (2007 ED.) • • • TO STUD & 8-10d x 1 1/2 TO BAND JOIST @ 6x6 W1.4xW1.4 /\��\�� o B /��/��\/ 9g S13-602.lABC.1.1 THE PROPRIETARY PANELS) ° EA. STUD WWF OR FIBER=S \ NOTE: (1) #5 VERT. IN FILL CELLS (SEE CLEAN( POISONED AND COMP. 1) SEPARATION WALL IN THE ROOF FLOOR PLAN FOR LOCATION) SOIL. (Q5% MODIFIED \\ /\ /\ /\ (3) #5 CONT.ON 3" 2ND FLOOR FRAME CONNECTION G ,_8PROCTOR PER ASTM D1557) CHAIR W/ 3" MIN. WOOD 1 ST FLR. SCALE: N.T.S. S6 STD. 90 HOOK SYSTEM PROVIDES 2 -HRS _ (3) # 5 REBAR ON 3" CHAIR 4,. 1,� (SEE DETAIL) PROTECTION PER GAASW1002 (4) # 5 CONT. ON 3' CHAIR CLEARANCE P LIFT CAP = 928 PLF W/3 MIN. CLEARANCE 2) MASONRY WALL PROVIDES 2 -HRS FIREWALL DETAIL @ TRUSS SHEAR CAP - 355 PLF PROTECTION PER UL -U905 TYP 2 -STORY WALL SECTION ,� PERPENDICULAR TO WALL E TWO STORY PARTY WALL SECTION g SEE TYP. 2 -STORY WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S16 SCALE: N.T.S. S6 SCALE: N.T.S. S6 co rn HV c w N wQ QO J D Z c p o N W CLO0 � = z 0 O � w0u- Ow f wZWZ N� 0 � �co OZ # Ou. OZ Ill Z 0 OU Q O_ =S w �z~Ix 4Z >O z wDW cnU) WLLoiml�- Z� g 0 wa0OZ H UZNUW m¢=Lu uj ZW �~ J It 1: °- Lu Fn J fA CD co F-F_UJ Q al O v, cV+ cs � m O 00 . J) O IN NIN o (,0 u1'% E�NCAIll E�R-�W VQrIJ �F- w w20~O Z Z Lu X-10oLL020 �co�cn V 9dOWir�2LLW—Zg_jp�I-, ozowoow<a�Yowzpf F- ¢zLLOWwOwh wOOZy Qw W QQ w o o Z� 0 Q LL O z0 N CD O co �' U) co ❑ L M p Q ❑ CL LJL t- 0) j ` P_ cu N04 Q-�N� J Z N W w L0 J� O V- O T- O r 04 �(O O f O M O O O O > r N CM r Z ? O ' Lr) J �..j LLQ Ez . W ?LLI o a C -I F-0 zWm¢ F- LU Z �z�5 1-4w Q.ZZu- m O �ZIx J2Z a Z ( y, Z FQZ o� Z OV d a O U w W� 0S6 M LAST PLOT DATE D U) o r-� 11/10/2010 p O STRUCTURAL F�-�I DETAILS—MONO THEN WRAPPED AROUND STUD PLAN VIEW SCALE.. T = 1'-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN r AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD i — GLUED AND NAILED / 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE \ AT STRINGER CONTACT POINTS El-,� , 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / i Al \ I (STOP I I IIIII 2x8 SYP DRYWALL STOP MIUST / NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" / STRINGER MUST MAKE FULL CONTACT WITH LANDING / I 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F ALIGN THIS STUD WITH AFACE OF 2ND RISER 2x SYP CUT TO FIT BEARS IN WALL II I ___ ----2x12 SYP I I I BEARS IN WALL ' lu I n uu '`2x6 SYP / > > L / \ 2x4 SYP BLOCKINGFOR STRAP / / 2x4 PT NOTCHED INTO STRINGER \ (SIMPSON TAZ15) / AND NAILED TO FLOOR WITH GLUE \ BEHIND RISER / / AT STRINGER CONTACT POINTS \ / SECTION VIEW "A" SCALE: 1" =1'-0" STRINGER MUST MAKE D FULL CONTACT WITH LANDING / L -- 2x4 CUT ON BEVEL-----,' DOES NOT BEAR IN WALL 2x SYP CUT TO FIT BEARS IN WALL E - 2x12 SYP BEARS I IN WALL 1 Id 2x6 SYP / / 2x4 PT NOTCHED INTO STRINGER , / AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SECTION VIEW "B" SCALE: 1" =1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ' r � ` SECTION VIEW "D" SCALE: 1" =1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO r PLYWOOD DECKING BULLNOSE 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D -D SCALE: 1" =1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND / ar ° 2x1 I I DTFT S P 2x4 PT NOTCHED INTO 1 DT STRINGER AND TAPCONED \ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE � NOT TOUCH STRINGERS I4�GLUED AND NAILED TO STRINGER T STRINGER CONTACT / POR DRYWALL SPACING POINTS BL`s '--' SECTION VIEW 11E1.1 ,GALE: 1" = V-0" E SECTION VIEW SCALE: i" = 1'-0" 3/4 PLYWOOD ON DECK - 2x8 SYP GLI AND NAILEC FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C — NOTE: 2x8 \ DRYWALL STOP / \\ NOT SHOWN / 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND GAP TOP AND / \ BOTTOM, GLUED AND / NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR \ —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TQ —2x4 DRAFT RISER AND TREAD STOP / \ —2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS / 1 I I -- 2x4 BLOCKING FOR 2x12 �I 4-2x4 PT UNDER 2x12 1 ROVIDE MOISTURE / PROTECTION / \ ATTACH ALL COMPONENTS / \ OF STAIR TO CONC. W/ T" X / \ 2 a' TAPCONS @ MAX. 32" O.C. / —ATTACH ALL COMPONENTS \ 1x4 GLUED AND / OF STAIR TO CONC. W/ T" X \ \ NAILED TO STRINGER / 2 1" TAPCONS @ MAX. 32" O.C. SECTION VIEW "C" SCALE: 1" =1'-0" GLUED AND NAILED TO STRINGER DRAFT STOP SYP DRYWALL STOP 3T NOT TOUCH LINGERS 4 BLOCKING FOR 2x12 4 PT UNDER 2x12 TOP OF D , _ '' STRINGER SIN _ I CONN. TO BOTT( OF NEWEL POST PER CONTRACTI El \ — FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 11 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. SECTION VIEW "G" SCALE: 1" =1'-0" NEWEL POST BLOCKING SCALE: 1 =1'-0" F SECTION VIEW SCALE: 1' = 1'-0" STAIR CONSTRUCTION DETAILS_ (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED (WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, IED AND NAILED TO BRING WALL BELOW (WALL JOINT YWALL TO /ER JOISTS) :L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES GUARD AND HANDRAIL NOTES 02.3 GUARD OPENING LIMITATIONS =GUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, 1LCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL OSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR DRE IN DIAMETER. (CEPTIONS: THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL F A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH SIZE THAT A SPHERE 6 INCHES (152 mm) CAN NOT PASS THROUGH. OPENING FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT -LOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. kNDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF iE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAILS ENDS TALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY °RMINALS AS PER FBC 2007 R311.5.6.2. 4NDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 2007 1009.11 LL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2007 1009 cf) rnw =w o rw NOTE: WQO :j THESE DETAILS ARE NOT PLAN p o N SPECIFIC. THEY ARE PROVIDED TO zci YOU AS A STANDARD TO CONSTRUCT wDu- ow STAIRS. REFER TO PLAN DETAILS Lu Z_ III >w z: FOR RISE AND RUN INFORMATION. O 00 3/4" RISER CUT TO FIT MAINTAIN BETWEEN r AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD i — GLUED AND NAILED / 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE \ AT STRINGER CONTACT POINTS El-,� , 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / i Al \ I (STOP I I IIIII 2x8 SYP DRYWALL STOP MIUST / NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" / STRINGER MUST MAKE FULL CONTACT WITH LANDING / I 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F ALIGN THIS STUD WITH AFACE OF 2ND RISER 2x SYP CUT TO FIT BEARS IN WALL II I ___ ----2x12 SYP I I I BEARS IN WALL ' lu I n uu '`2x6 SYP / > > L / \ 2x4 SYP BLOCKINGFOR STRAP / / 2x4 PT NOTCHED INTO STRINGER \ (SIMPSON TAZ15) / AND NAILED TO FLOOR WITH GLUE \ BEHIND RISER / / AT STRINGER CONTACT POINTS \ / SECTION VIEW "A" SCALE: 1" =1'-0" STRINGER MUST MAKE D FULL CONTACT WITH LANDING / L -- 2x4 CUT ON BEVEL-----,' DOES NOT BEAR IN WALL 2x SYP CUT TO FIT BEARS IN WALL E - 2x12 SYP BEARS I IN WALL 1 Id 2x6 SYP / / 2x4 PT NOTCHED INTO STRINGER , / AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SECTION VIEW "B" SCALE: 1" =1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ' r � ` SECTION VIEW "D" SCALE: 1" =1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO r PLYWOOD DECKING BULLNOSE 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D -D SCALE: 1" =1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND / ar ° 2x1 I I DTFT S P 2x4 PT NOTCHED INTO 1 DT STRINGER AND TAPCONED \ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE � NOT TOUCH STRINGERS I4�GLUED AND NAILED TO STRINGER T STRINGER CONTACT / POR DRYWALL SPACING POINTS BL`s '--' SECTION VIEW 11E1.1 ,GALE: 1" = V-0" E SECTION VIEW SCALE: i" = 1'-0" 3/4 PLYWOOD ON DECK - 2x8 SYP GLI AND NAILEC FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C — NOTE: 2x8 \ DRYWALL STOP / \\ NOT SHOWN / 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND GAP TOP AND / \ BOTTOM, GLUED AND / NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR \ —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TQ —2x4 DRAFT RISER AND TREAD STOP / \ —2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS / 1 I I -- 2x4 BLOCKING FOR 2x12 �I 4-2x4 PT UNDER 2x12 1 ROVIDE MOISTURE / PROTECTION / \ ATTACH ALL COMPONENTS / \ OF STAIR TO CONC. W/ T" X / \ 2 a' TAPCONS @ MAX. 32" O.C. / —ATTACH ALL COMPONENTS \ 1x4 GLUED AND / OF STAIR TO CONC. W/ T" X \ \ NAILED TO STRINGER / 2 1" TAPCONS @ MAX. 32" O.C. SECTION VIEW "C" SCALE: 1" =1'-0" GLUED AND NAILED TO STRINGER DRAFT STOP SYP DRYWALL STOP 3T NOT TOUCH LINGERS 4 BLOCKING FOR 2x12 4 PT UNDER 2x12 TOP OF D , _ '' STRINGER SIN _ I CONN. TO BOTT( OF NEWEL POST PER CONTRACTI El \ — FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 11 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. SECTION VIEW "G" SCALE: 1" =1'-0" NEWEL POST BLOCKING SCALE: 1 =1'-0" F SECTION VIEW SCALE: 1' = 1'-0" STAIR CONSTRUCTION DETAILS_ (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED (WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, IED AND NAILED TO BRING WALL BELOW (WALL JOINT YWALL TO /ER JOISTS) :L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES GUARD AND HANDRAIL NOTES 02.3 GUARD OPENING LIMITATIONS =GUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, 1LCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL OSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR DRE IN DIAMETER. (CEPTIONS: THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL F A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH SIZE THAT A SPHERE 6 INCHES (152 mm) CAN NOT PASS THROUGH. OPENING FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT -LOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. kNDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF iE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAILS ENDS TALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY °RMINALS AS PER FBC 2007 R311.5.6.2. 4NDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 2007 1009.11 LL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2007 1009 cf) rnw =w o rw WQO :j LL ¢ = p o N > 2 O � zci o wDu- ow Lu Z_ III >w z: N W � O 00 ca u. Op �� I-O�OW �Z 0p HpOW �Z Z W uu- :D Lu c/)� 2 W 1 Z� w❑a0Z N 0 0ZNVU.I =(92 � >-¢IM Z wmoa.❑p �a UJ Fn ~» � zi _ p im CD I- I- ¢ 4» O A M r" rj 0 00 ' . U) 0�' H mONOQ o �C4MUaW� O LLI 0) w 0 I- -� Lwu (fir W H a 0' �j--j(nO�wcou-88uI--�0 Q h 00 woo Ozpw00mzm cnwn.jmwwwv�ww¢O1fj EZOwUoa Z �¢n¢OZ�gg ¢�w 2��-�YZ� d 25 LL ¢ 0 ¢ LL O z O N () O V5 � (O L M D O LL r ��%.:0) < 4: -c N Z c ~ Lo W Lu JLo LoJ O T- O C14 Cq 04 6(6 O T- O M 0 O O O r ^, O c7 CD O W r N CM r � Z Z O Lr)..� W W W Hoa L. L z a. Lu H W Z �° H� �QWn %gym Z E w Z Z u- jmk VcanZCWn ,( Z =¢O Q F -U O � a O U w W� 00ST _ cl) D LAST PLOT DATE Lo o r"l 11/10/2010 O �44.1 O STRUCTURAL lm - DETAILS -STAIRS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. ♦ UNACCEPTABLE INSTALLTION 4* 3/4" PLYWOOD DECKING GLUED AND NAILED W/ PROPER INSTALLATION ♦ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. MAX. 8" ♦ DO NOT DO THIS �, FIELD ]A 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL 1X4 1/2" DRYWALL DOOR JAMB (REF 1 X 4 DOOR JAMB (REF P T TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 1 X 4 3/16"0 X 3" LONG FURRING 3/16"❑ X 3-1/2" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCONS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" �� BLOCK@ SPACING ,� O.C. 2 -ROWS INTO 1X8 P.T. STAGGERED @ 16 O.C. 1X8 PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1� 2 -ROWS INTO 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL 1 x4 P.T. & 1 x8 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 TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS 10d @ 12" O.C- , 1 X 4 FURRIN 2X8 P.T. WITH 3/16"❑ X 2X8 P.T. LONG TAPCONS 2X8 STAGGERED @ 16" O.C. 2 1/4" DETAIL 2 -ROWS INTO MASONRl3-1 /4" DETAIL A. ATTACHED WALL SHEATHING TO REBAR ,♦♦ Ir #5 2X BOTTOM PLATE W/ 8d @ 4" FILL SOLID 5J : 0 STD. 0 BOTH CELLS O.C., 2 ROWS STAGGERED �jfl_ 11L tlEl/i I CD co 2m� 0¢ ♦♦ NOTCH WE 2x BAND JOIST W/ FADE 90^ HOOK (TYP.) REBAR ,♦♦ #5 REBAR (TYP I/ WQdO Z 2X BOTTOM PLATE W/ 8d @ 4" (TYP,) 5J : 0 Z o 0 wL5�V �w O.C., 2 ROWS STAGGERED ♦41p wZWZ ,� CD co 2m� 0¢ ♦♦ H00w �Z 2x BAND JOIST W/ FADE 90^ HOOK (TYP.) aZ co- 4t* STD. 90° HOOK (TYP.) U.=W- z //;METAL SEAT NAIL 10d @ TOP & BTTM NOTE: CHORD, AND (8) FACE NAILS PLATE UZN04 Ow �~ UJI >-<uja2 � �S~ 2 = LAP SHEATHING TO 10d @ TRUSS VERT. WEB Q Lu 6" BOTTOM OF BAND 0 JOIST TYPICAL A USP HGAM10 @ 12" O.G. w/4 -SDS 1/4x1 1/2" N mom U)cl 0 P MY rn f L� L� O VC -4 uP;rx;w / ♦♦ Q Q V �dpJZLLuu-0Z20�o¢Q SCREWS INTO BAND JOIST & (4) oma ozowoomzn o JOa>Z' aZZLLpWv a oa U- Z -�a°d0wa agw o~�-Qw wz fl< a w a o F_LL 3/16"x1-3/4" WEDGE BOLTS INTO K.O. O Z N N o j BLOCK E E t2" NOTCH @ FIRST COUR c > L L ZQ G ca ti I B AT THE FIRST 2 COURSE� ♦♦♦ Z J N j ZLU FILLEDGELLPERFOUNDATIONPLAN RETROFIT FOR MISSING EMBEDDED STRAP BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION rW� SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS SCALE: N.T.S. t+t+ 2x8 P.T. BUCK -CONNECT TO SECTION UPLIFT CAPACITY = 595 FOR 1 STRAP BLOCK W/ 1/4" x 3 1/4" TAPCON (1 A -A = 1, 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 090 FOR 2 STRAPS 1 -PLY PRE-ENGINEERED TRUSS SOLID BLKG. AT TOP 1 X 4 FURRING 1 1/4" x 3 1/4" TAPCONS BLOCK HEADER BTWN. ARCH BLKG. USP RT16 W/ (8) 8d X 1 1/2 1/2" DRYWALL BUCK :°h''';;:' : `w y�'�` NAILS & (4) 3/16" DIA. TAPPERS W/ 1314" (EMBEDMENT 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON ',; `= r;V: `'`''`''°�'' (4) SDS 114"x1-1/2" BRACE(S) 2 x 8 BRACE/ BLKG. THE INSIDE TO ALLOW FOR OSB INSULATION TO BE INSTALLED 7/16 CUT HOLE IN O.S.B. F ,:N Y ' :• ( ) 1/4"x2-1/4" TITENS BUILT UP PLWD. BUC ARCH PANEL 2 x $ 45 DIAGONAL BRACE AT 5 SCRIBE (NOTCH) POLY -CELL IN THIS AREA EA. FACE OF ARCH W/ (3) 10d BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 NAILS AT EA. END CONNECT W/ 8d NAILS BRACE/ BLKG. BOND BEAM IN PLACE BEAM CAST INSTALL WDW. SCREW 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. PROVIDE TAPCON RETROFIT TRUSS DETAIL ANCHOR INTO ARCH BLKG. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO WITHIN 4" MIN. of PER INSTALLATION DETAILS A -A PR0\A0TAPCON PER WDW. INSTALLATION DETAILS OR BRACE N.T.S. THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC ARCH DETAIL J 4' MAX. RAD. SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO SECTION BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENTB-B �� INTO BLK.) FILL OU RSES SOLID W/GROUT 1/4 MAX - /G ' 4' ,,, „ BLOCK HEADER SOLID BLKG. AT TOP BTWN. 1 X 4 FURRING ARCH BLKG. & BUCK 8d NAILS @ 8" O.C. AT 2 x 8 VERT. W/ (2) 10d BUCK NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2 x 8 DIAG. BRACE BTWN. VERT. BRACES WHEN SIDE BU K EA. 1) HGT. OF BRACE EXCEEDS 24" SIDE BUCK - (1) a . • LEAVE A CUT OUT IN O.S.B. ON WITHIN 4" MIN. OF •n' a 2 x 8 VERT. BRACE(S) THE INSIDE TO ALLOW FOR START OF ARCH INSULATION TO BE INSTALLED OVERRAN �• •.y v BUILT UP PLWD. BUCK- 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE TO FIT ARCH START of ARC RETROFIT WALL OVERHANG DETAIL (NTS) CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF 4' MAX. RAD. FOR OVERHANGS BETWEEN 3/8" TO 11/2" WALLS) BTWN. OSB ARCH FACES W/ (4) EQUAL EQUAL INSTALL WDW, SCR 10d NAILS THRU OSB INTO 2 X 8 NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REQ'D. ANCHOR INTO ARCH BLKG. FOR OVERHANGS BETWEEN OVER 11/2" PER INSTALLATION 13-13 SCALE: DETAIL K CONTACT ENGINEER OF RECORD FOR DETAILS SCALE: N.T.S. SS FURTHER INSTRUCTIONS. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE EXTENDS TO SILL. MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. T—T/— 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. TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP REINFORCING. PROVIDE LOWER T RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT HOOKED DOWEL DRILL RIX E MIN. HOLE REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 20 ga. PANEL ANCHOR SET BAR IN EPDXY BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER CAP TO PREVENT LEAKAGE COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL (2 PER ANCHOR) I I W.W.M. AT PERIMETER Z #5X6' EMBEDDED INTO � WHERE THIS CONDITION o EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING (1) #5 BIARS CONT. OCCURS SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER TOP WITH MIN. 3" OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE)6 0 COVER; „ FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP i ---�, F.F. 0 U NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCINIG. INSTALL REINFORCING AS FOLLOWS: SEALANT a :' • '' =' ° w a A p I X�: o . B- —x— p — — °= Q * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' r> ` y ~ g 5X6' EMBEDDED INTO R ING INTO PLACE. p C 6 MIN. LAP SPLICE W/ PRESS PANEL REINFORCING / / �� - COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ; :::. "' : ,.::- :.::. <, :: REINFORCING PANEL EXISTING FOOTING SMOOTH. N R FURROW. ''`` �p p � 2-#5XD CVIN LL FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT N DRILL 3/4"X6" MIN. HOLE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP .. \ \\ SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST "° ° SPLICE NOTE: GRADE p.l .p p REMAIN FREE OF MORTAR. ° H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINIAL SET. AT THIS SEALANT SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE z SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND( WIPE DRY. GLASS BLOCK DETAIL pL _ ;4" SAW CUT TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE *(l mph FASTEST mp ST WIND = 130 h, 3 SEC. GUST. FRC TABLE R301.2.1.3) p WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) ( (2) #5 REBAR. MIN. *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) 16" MIN. 3" COVER EA. WAY A SE EXISTING FOOTING CTION -�+ SCALE: N.T.S. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL SCALE: 3/4" =1'-0" SCALE: N.T.S. U) M xw o 0� w WQdO Z o o N 5J : 0 Z o 0 wL5�V �w r wZWZ 04 �� CD co 2m� 0¢ U) H00w �Z H0�w w aZ co- Z Ill 2 U.=W- z o UZN04 Ow �~ UJI >-<uja2 � �S~ 2 = J W ill =0�smcco I= - I =- Q Lu 6" 0 A N mom U)cl 0 P MY rn L� L� O VC -4 uP;rx;w O c6 Lu Lu Q Q V �dpJZLLuu-0Z20�o¢Q cy O oma ozowoomzn o JOa>Z' aZZLLpWv a oa U- Z -�a°d0wa agw o~�-Qw wz fl< a w a o F_LL O Z N N o j co D O LL ~ ZC c > L ZQ G ca ti 0) cu I" -- Z J N W ZLU JLf) r o r 0 P 0 r C� 0)cD O O T 0 IZ- 0 0 �ICl1 a) 0 0 0 M V/ > r N Z Z O '/� L ) 0wT) U o O � W C-' oa�¢ �j Z ~wO2 J O �Z�_ � 2 2 QUJ O > w F- O..ZzLL oZ a. >_ ui Z T < Z ZC C) J a a O 0 Zw 00ss_ W cn LAST PLOT DATE o r 11/10/2010 p O STRUCTURAL H DETAILS -RETRO FIT ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • FC 8" PRECAST LINTELS = 3500 PSI - CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • FC 8 PRESTRESSED, 6 AND 12�rPRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI FC 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 - POUNDS PER LINEAR FOOT 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. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 4. U -LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD 1.0 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 11809 SAFE LOAD TABLE NOTES 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. cncc r_DevrTv 1 nen¢ MD All PRFrAST & 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 -IB SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 CACC r-DevTTv i nnna FnR R" PRFCAST w/ 2" RECESS DOOR U -LINTELS SAFE LATERAL LOADS FOR Q11 DDFrecT u DDFCTUFSSFn l ]4 TNTELS Cern SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 LENGTH TYPE 8U8 8F8 -0B BF12-OB OF16.OB SF20-0B OF24.OB 8F28.OB 8F32.OB 6F8.1B SF12.1B 8F16 -1B 8F20 -IB 8F24.1B BF28-IB BF32-IB 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 507 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 810' 2693 4605 6113 7547 8974 10394 118019 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 61137547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 8328 1451 2622 4360 7168 45 6036 19 7181 19 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 T-6" (90") PRECAST 743 1011 3129 2632 2205 526 999 1568 2253 3129 4150 3191 3685 j1729 �5681 1011 29 2661 3898 8467 44 fi472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 552 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 530 686 1183 1526 1865 2204 890 1247 2093 278 2163 2536 643 1052 1533 2093 2781 3643 38 643 4754 4 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST (176") PRESTRESSED 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED ENR. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR 1225 14 NR 84 300 544 8 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR 24'-0" NR NIR 11 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR MR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR wR 255 0 450 654 8884 4 10099 129 2 12;22 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 CACC r-DevTTv i nnna FnR R" PRFCAST w/ 2" RECESS DOOR U -LINTELS SAFE LATERAL LOADS FOR Q11 DDFrecT u DDFCTUFSSFn l ]4 TNTELS Cern SAFE LOAD PLF TYPE LENGTH 8U8 8F$ REINF. CMU* 2'-10" (3411) PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 V-10" (70") PRECAST 340 339 607 6'-6" (7811) PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 444494" SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT 8RU6 TYPE LENGTH LENGTH NpE 8RU6 8RF6-0B 8RF10.OB 8RF14-OB 8RF18-0B FRF -0B RF26 OB RF3(0 OB BRF6-1B BRF10-IB 8RF14.A 8RF18-1B BRF22-IB 8RF26-1B 8RF30.18 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 75867 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 69104 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 -8060(34) 3402 39166 1167 2481 4567 6389 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 -6639(l 8060 39 1402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 73160 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-$" (116") PRECAST 411 466 999 1568 2253 3129 4091 3346 526 999 1568 2253 3129 4150 5$91 4 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS SAFE 11PLTFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS 4^zr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 8RU6 TYPE LENGTH 8F8 -1T 8F12 -1T BF16-IT 8F20 -1T 8F241T 8F28 -IT 8F32 -IT BF8.2T SF12 2T 8F16 2T 8F20 -2T 8F24.2T 8F28 -2T I 8F32 -2T X-10" (34") PRECAST 1972 3173 14460 5747 7034 8321 19608 382 1972 3173 14460 5747 7034 321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 613 7636 1569 2524 3547 4569 5591 613 [5740 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 6627 1363 2192 3079 3966 4853 740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571(l 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 141115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798(15. 1034 1 1272 15 1510 15 1749 15 494 599 1028 1422 173$ 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 4181 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13976 14 1129 14 246 390 655 968 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13909 13 1052 13 230 364 609 897 1562 14 M27 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12754 12 872 12 192 303 500 732 1266 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 4'16 1 646 12 746 12 166 261 424 6161057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 (7) 86113 997 13 24'-0" (288") PRESTRESSED 124 1 175 267 10 341 10 416 10 491 10 566 10 124 200 31 1 450 1 600 7 756 g 875 13 4~r144"W SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (6811) PRECAST 408 407 734 V-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 4"V-4494" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE BRF6-1T 8RFIO-IT BRF14-IT BRF18.1T BRF22-1T 8RF26-IT BRF30-1T 8RF6.2T 8RF10.2T BRF142T BRF18-2T 8RF22.2T SRF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 V-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 1097 1651 2204 2758 3312 3865 7'-6" (90") 1570 PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 1 3421 9'-8" (116") PRECAST 395 1 491 931 12 1301 1 1640 (151 1980 15 2322 16 395 1 589 1135 1514 1 1893 1 2272 12652 (#) 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 r8F16-0B/1T 0D0p O O `44 0b •-Dp O 8F16-1B/1T 8F8 -1B O 0 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° q 1-.1/2" CLEAR C.M.U. G rnN�x zw n #5 REBAR AT 4 a ° BOTTOM MIN. (1) 9a¢clX IREQ'D 36 GAUGE POWERS uj ED ° !STEEL BOXED 1LINTEL 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 � a z a 2: O O °oo Z d `%DO O O 7-5/8" ACTUAL 811 NOMINAL WIDTH TYPE DESIGNATION - #5 REBAR AT TOP MIN. (1) REQ'D -1/2" CLEAR C.M.U. #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTfITY OF #5 REBAR AT J BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLAN 0- EAS CH UNIT '1415' - 1ST FLOOR PLAN 1/411 = 1'-0" 0) = Lu o W wQ_QZ_ N W d Q F- 5;02 - w0�-j Ow WZ_W- 04 Ln QwF- T- C/) 00 x 00 LL F- OZ -OOZ w F- 00 FF - (SOW �LU Z w �z8� >�' LU UJ LL - cn w u- 0 Z � 0 wa00Z F. U Z 04 CJ W 2 -� }¢=492 �Iw- UJ w-=oa °o l0 0 u a\ O Lf) .4 O 00 p + ON ca c� Rs n,l\"jg u��u�w LLI co w 0 I- H~ w J ~ZI Z W W�-�p�I�LL.U00LL-j0 Q Q V cn0Hzuz- R00mOZ�¢ ~ ~ cdnw00..wvnwwLu(-j)W zp � C� 0 Z _jQ¢pw�¢OZwzOwUDa Ow 2 LL. ¢H DEQ ¢ Z LL O 0�¢� 0 fmo Z N O(1)� (n M L:MO Q u >� N r. Qcu r - Z J a) WW LO U U7 r J O O O r P r CD c0 O O O r M O O O O C 0 O^(^n, O O O W >� N M Z Z O_ a Lr) SQ ,�^_� W W W 0 O11 1 11.-Q a ZW IL Lu !- W Z Vz3( UJ z°j� ZLL. W 0Jmz IL Lu Q Ut_DZU) Z =a0 ZQ U of Sa 11_ w c'o1415 U) W 2 Ln LAST PLOT DATE o r"� 11/10/2010 O 0 STRUCTURAL F--� DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION _ I HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM PC 8" PRECAST LINTELS = 3500 PSI • NET AREA COMPRESSIVE RE PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • C 4 PRECAST LINTELS = 3000 PSI F REBAR PER ASTM A615 GRRAA0 = 1900 PSI DE 6 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION GROUT PER ASTM C476 PG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO it MO INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S INCH SLUMP. SAFE LOAD PLF GENERAL NOTES $. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 1. PROVIDE FULL MORTAR HEAD AND BED ]DINTS. CONCRETE MASONRY UNITS. 2. SHORE FILLED LINTELS AS REQUIRED. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 9. 3. INSTALLATION OF LINTEL MUST COMPLY WITH AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 5.05 AND 03-0605.04 4. U -LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE 11. TH NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN REINFORCING AND GROUTING. ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED A NOMINAL HEIGHT OF 8 MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 SAFE HORIZONTAL LOAD - 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 607 SAFE LOAD TABLE NOTES 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. 5. 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. enee co°vTry 1 nAnc, Fniz All 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 TABLEn,T" For Gravity, Uplift & Lateral Loads (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 ..��.,*,.. i nenc cnD RIt DDFrAST wl 7" RECESS DOOR U -LINTELS SAFE LATERAL LOADS FOR If nncrnC-r Q. DDCCTDFPCCr-n I I -I TNTFI_S CCSAFE SPE LENGTH 4'-4" (52") PRECAST SAFE LOAD PLF TYPE LENGTH :: 8U8 8F8 REINF. CMU T-10" (3411) PRECAST 1293 1642 2135 (42") PRECAST 1025 1024 1830 (48") PRECAST E 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 V-10" (70") PRECAST 340 339 607 6'-6"E(78f')PRECASTF424 9311 19 3700 721 483 7'-6"PRECAST534 E F797 901 357 (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (1441f) PRECAST 244 402 13S 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 1514" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 3508 22'-0" (264") PRESTRESSED N.R. 116 39 680 24'-0" (28811) PREMED N.R. 91 33 CCSAFE SPE LENGTH 4'-4" (52") PRECAST SAFE LOAD - POUNDS PER LINEAR FOOT BFI BF12.1T 8F161T SF20-1T BF24-1T 8F28 -IT BF32-IT LOAD - POUNDS PER LINEAR FOOT 8RF6.0B 8RFIHB 8RF14.OB 8RFIHB RF22-OB RR6.OB 0 -OB 8RU6 8RF6-1B 8RF10.1B 8RF14-18 BRF18-1B BRF221B 8RF2616 1749 3355 3280 4349 5421 6493 8RF3018 7567 1635 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 5'-10" (70") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 i9 859 1653 1600 2124 2649 3174 9311 19 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST F797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32755 (90") PRECAST 2949 1490 2459 3776 5743 7239 5T-6" 755 1490 2459 13776 5743 8998 19110893 48 F99'-9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 4 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUG 11UNb rUK GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS e -A eC-I ini Trr i nenc GnD all DRFCAST R PRESTRESSED U -LINTELS CpiRflr NpE LENGTH SAFE LOAD - POUNDS PER LINEAR FOOT BFI BF12.1T 8F161T SF20-1T BF24-1T 8F28 -IT BF32-IT 8F8 -2T BF12-2T BF16-ZT 8F20 -2T 8F24 -2T 8F28 -2T BF32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 25 661324 3547 4569 5591 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 721 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6"E(126") PRECAST 530 552 914 5 118515 1458 15 1732 iS 2007 15530 686 1183 1526 1865 2204 2544 PRECASTE-4§4--§9-9- 474 485 79815 1034 15 1272 15 1510 15 1749 111'-4" 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 :K2 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 141052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 916 14 112914 246 390 655 968 1324 8 1625 1 I 1814 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 12 699 12'__Z54 12 812 12 73 192 303 500 732 993 8 1268 14 _!L702 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 (121 746 12 166 261 424 616 8318 1057 (141 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 86113 99713 24'-0" (288") PRESTRESSED 124 124 175 200 267 10 316 341 10 450 416 10 1 600 491 10 566 10 75612 875 13 * SEE NOTE 18 (#) 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 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE F8PF16�-�OBJIT A °O DD O b D O 8F16-1B/1T 8F8 -1B O O 4C^wr+M SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 r12419 5'-8" (68') PRECAST 408 407 734 5-10„ (70) PRECAST 382 381 687 6'-8" ($0") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 4901 227 * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE F8PF16�-�OBJIT A °O DD O b D O 8F16-1B/1T 8F8 -1B O O 4C^wr+M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH NpE 8RF6-IT 8RF10-1T F14.1T 8RF18-IT 8RF224T BRF261T 8RF301T BRF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RR2-2T 8RF26.2T 18MWT 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 5074 5924 867 1675 2525 3374 5074 K3277 5924 S'-$" (68") PRECAST 675 1301 1960 2618 3935 4594 675 1301 1960 2618 3277 3935 4594 V-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 1'952 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1-1/2" CLEAR Q C.M.U. - D 14 J _ D j Z w Lu#5 REBAR AT d Lu BOTTOM MIN. (1) REQ'D o `~LD 16 GAUGE POWERS 3 ° STEEL BOXED R LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONIS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURIER'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 LINTEILS TYPE DESIGNATIOTN #5 REBAR AT TOP MIN. (1) REQ'D U2" CLEAR C.M.U. #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED) WITH GROUT / U = UNFILLED RE= RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL. WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL (PLAN UNIT '1209' - 1ST FLOOR PLAN 1/411 /4" = 1'-0" z 00 Z in - O O 0 7-5/$" ACTUAL 8" NOMINAL WIDTH TYPE DESIGNATIOTN #5 REBAR AT TOP MIN. (1) REQ'D U2" CLEAR C.M.U. #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED) WITH GROUT / U = UNFILLED RE= RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL. WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL (PLAN UNIT '1209' - 1ST FLOOR PLAN 1/411 /4" = 1'-0" 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 • FC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION MAXIMUM 3/8 INCH AGGREGATE AND 8 TO it • 7/32 INCH WIRE PER ASTM A510 INCH SLUMP. • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND AQ 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 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD 1.0 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD 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 REBAR. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. LINTEL TYPE 8F32 -1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" REDUCTION => 6472 (.85) = 5501 PLF 6. ONE #7 REBAR 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 11i rRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS C,e,�.C,�.,,■ SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUB 8F8 -0B 8F12 -0B BF16.OB 8F20 -0B 8F24 -OB 8F28 -0B 8F32 -0B 8F8 -1B 8F12 -1B BF16-IB 8F20 -IB BF24-IB BF28-IB 8F32 -1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 1180!9 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 118019 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 118019 5'-4" (64") PRECAST 1217 1349 1438 .1999 2560 3123 3686 4249 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 08913 32 1173 1631 2090 2549 3009 3470 2622 4360 7168 q5 6036 19 7181 19 P12338 8328 20 1 1, 6-6 (78) PRECAST 908 0893 48 2177 3480 3031 3707 4383 5061 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 „ 9-4 (112) PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 4 10'-6" (126") PRECAST 475 535 890 12 47 2093 2777 1510 15 536 643 1052 1533 2093 2781 3643643 ( 38) 47754 45 11'-4" (136") PRECAST 362 582 --.T4--5-'-f3--66-1846 936 14 1151 15 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337--54-0----j7-3--T25-4-1684 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2680 442 706 1002 1326 1697 2127 2630 (176") PRESTRESSED N.R. NR NR14'-8" NR3 1801 14 NR NR NR 4558 788 1370 19900 2 2245 2517 .2712 15'-4" (184") PRESTRESSED N.R.412 NR NR NR NR NR NR NR 1 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR I NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.M. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR N NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R. NR NR NR NR NR NR Lu H W 165 315 550 784 1047 1285 13939 9 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NIR 129 250 450 654 884 1092 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFF f;RAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS C,,R." SAFE LOAD PLF TYPE LENGTH '^-,- _ SAFE LOAD - POUNDS PER LINEAR FOOT 8F8 TYPE LENGTH 8RU6 8RF6.0B T 8RF10-0B BRF14-OB BRF18.OB BRF22-0B 8RF26-OB RF330.OB 8RF6-1B 8RF10.1B 8RF141B 8RF18.1B 8RF22-IB 8RF26-IB BRF3D-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 0893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 ,6904 1756 3699 5206 6639 8060 9479 0893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 !93111(19) 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 !37'00 1113 2342 4242 6639 10 8060 39 7402 19 87016 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 ,.73160 901 1825 3120 5048 7915 9479 08913 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 56123 755 1490 2459 3776 5743 8998 19 0893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 13146 1-52-6-]--799-9 1568 2253 3129 4150 58911 q (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR A" DRFrACT % PRFSTRESSED U -LINTELS 4ACT14mid" SAFE LOAD PLF TYPE LENGTH '^-,- _ 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 F178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'--4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'4' (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR All PRFrACT w/ 7" RECESS DOOR U -LINTELS * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS Cm" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 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 Cm" SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT TYpE LENGTH 8F8 -1T 8F12 -1T I 8F16 -1T 8F20 -1T 8F241T 8F28 -IT BF32-IT 8F8 -2T 8F12 -2T 8F16 -2T 8F20 -2T 8F24 -2T 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 1 2524 3547 4569 5591 6613 1 7636 4'-0" (48") PRECAST 1363 1 2192 3079 3966 4853 5740 6627 1363 1 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 23 1021 1634 12 .210 11 2571 10 3039 10 3508 in 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 (141 936 14 1151 15 1366 15 1582 1 470 543 1928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 60614 183 14 96214 114114 132114 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 B 1!L 7 14'-8" (176") PRESTRESSED 323 519 13 671 13 923 13 976 14 1129 390 655 968 1324 8 162 it 187 iPRESTRESSED (184") 302 485 13 626 13 767 13 909 13 10521315'-4" g239 364 609 897 1224 B 156214 1801 14 1T-4" (20$") PRESTRESSED 255 404 12 520 12 637 12 754 12 872 1 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED162 r 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 903 13 104613 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461(l 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 1 175 261 10 341 10 416 10 491 10 566 10 124 1 200 1 316 1 450 1 600 75612 87513 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GAFF I IPI TFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS ^=64mw 4 w Lu SAFE LOAD - POUNDS PER LINEAR FOOT 0 z LLJ 0 J Z TYPE LENGTH 8RF6.1T 8RF10.1T 8RF14-IT BRF18-IT 8RR2-1T BRF26.IT 8RF36-1T 8RF6-2T 8RF10.2T W14 -2T 8RF18.2T BRF22.2T BRF26-2T 8RF30.2T -4 (52) PRECAST 4'-4" " 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 5074T4594 924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 675 1301 1960 2618 3277 3935594 V V-10" (70") PRECAST 655 1262 1900 2538 3176 381453 655 1262 1900 2538 3176 381453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 1 3312 3865 7-6" (90") PRECAST 506 797 1462T8-) 1952 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 1 491 93112 1301 (15) 1640 15 1980 15 2322 i6 395 589 1135 1514 1 1893 2272 1 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 4 n b° D4 0• %D 0 0 O 0 04 ° D o 8F16-1B/1T 8F8 -1B 0 0 ALTERNATE POWERS STEEL LINTEL #51REBAR AT TOP MIIN. (1) REQ'D ° 4 1-1/2" CLEAR 0 C.M.U. >En G x v x � *5 REBAR AT p W O v ° BOTTOM MIN. (1) ~kEQ'D U. DQCJX.� `No116 GAUGE POWERS Lu ° STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (SALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FC)R INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING, REFER TO MANUFACTURER'S�SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR 4. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS #5 REBAR AT TOP MIN. (1) REQ'D TOROUT " CLEAR JC.M.U. � Oz dBAR AT BOTTOM ,`h', TEL CAVITY '�OM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 811 NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTM OF #5 REBAR AT BOTTOM4 OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTHI QUANTITY OF #5 NOMINAL HEIGHT RB=BAR AT TOP LINTEL PLAIN UNIT '1210' - 1ST FLOOR PLAN 1/411 = 1 -0" (J) rn =W O w Lu 0 z LLJ 0 J Z x o N LLJ a. >O Z C w O j �UWZ OW �Q WZW- >w=J cVW �CD O co LO -00z LL Q ❑ rz roaW �Z z w 25� U.0W >z �� u.l❑OOZ Z� UZNVWg }<uja2 aaLu -i W�=QW QQ a Wv)E-Jo- U)w =W-» xx - ❑'SmcA F - F- Q E. tit V C1 O L6 W L6cfi 0 00 C ON G tai 04 ONd� ca �CIN� l0 v Ucgwup W W� Ul W W w OZw z U Q Q8X��w OILLOOnoLLJO �a U' O O amir 0z0w00wz �oLU a.Mw-2LLw<0"-a Cl O Z rn � -�Qaow�¢ wz� ao� o~=_Q z ¢ a ,1a 0 maw 0 Z O N 0 M O z LL > L (u ti Q LO) cu P- J Z N W Zc) W LO J LO 0 r 0 r 0 r CA C>j O OO O O O O O M r� > r N Z Z ' ^O .r.j W=�O W W > W�- 0 a. zwwm a. Lu H W moo F-� Z 5 "H �QWm >'mzw w 5 ~ O.Zzau- OJ�Z CL Z rnZU) ZQ Fa0 U of a Sil a Of 1 0 L W 00 1210co 0 1 LAST PLOT DATE � o 11/10/2010 S O STRUCTURAL H DETAILS Design No. U905 M.ar>h 17, 2.110. rlin,g Wall Rating — 2 HR. Nonbearing Wall'R:ating — 2 HR LoadRestricted for canad'ian Applications — Sege Guide BXU'V7 -.-.:.....Jia... ±�--...........•�-.,.-,.-.-.�-. ... w.wu.w. �,. ..ww.,T.'. �.+.- --- —.-.— : 'u".-e..n . �+.+ n.,, �- y.—'.•'`-`` 1 ' tib 1771 I 771 I", rb "',.I �'.�` �� [ ,� j �'',;�� �" MIN, I - I �r ,.�t •■ 1. Concrete Blocks* — Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Kartar — 51ou" laid in full bvd of wo ta,r, nvrn. 3/8 in. (thick, of not las tfwn 2-1/4 and nut inure than 3-1/2 parts r,f clean sharp sand rto 1 part Portland cement (proportioned by vulurne) and not more than 513 percent hydrated Ifine (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or GypsumPlaster —Redd 112 hr to classification if used. vvhere combustible members are framed in wall, piaster nor stucco, must tie applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete bl2c'is. (Item 1). 4. Loos,& Masonry Fill — If all core spaces are, fill4--•d with Ilouse dry expanded slag), expanded clay or shale (Rotary Kiln Proxss), water repellant vermiculite masonry fill insulation, or sificonc treated perlite Tome fill insulatian add 2 hr to classification. 5. Foamed. Plastic* — (,t onal-NOt Shown) — 1-11'2 in. thick mast 4 ft gide: sheathing attached to concrete blacks (Itern 1). THE DOW CHEMICAL CO — Type Therrna PROVIDE FIRE RETARDANT TREATED PLYWOOD 4' EACH SIDE OF TENANT SEPARATION WALL WHERE INDICATED ON ROOF FRAMING PLANS ROOF FINISH PER ELEVATION HATCHED AREA INDICATES------� EXTENSION OF AREA SEPARATION WALL - (2) LAYERS 1"X24" PROPRIETARY TYPE'X' GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS COVERED USING 6" WIDE 1/2" TYPE "X" GYP. (ATTACHED W/ 1" DRYWALL SCREWS AT 12" O.C. TO METAL FRAMING) VOIDS SHALL BE FILLED WITH FIRE RATED MINERAL WOOL OR FIRE RATED CAULK FIRE RETARDANT TREATED — RAFTER TAILS SCABBED ON SITE - EXTEND 24" BEYOND EXTERIOR FACE OF CMU WALL (PER ASTM E-84) 5/8" THICK CEMENTITIOUS FINISH IN TWO COATS. TYP. U.N.O. AT EXT. MASONRY WALLS. SEE. ELEVATION SHEETS FOR TEXTURES 1 EAVE DETAIL 3/411= 1-1011 PER PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. - SEE TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS INSULATION BAFFLE - PROVIDE MIN. 1" CLEAR TRACK NOTE: REFER TO ELEVATION SHEET FOR SOFFIT AND FASCIA DETAILS (2 -HOUR FIRE RESISTANT RATED SEPARATION EXTENDED INTO SOFFIT) I'M'R�Effi� PLAN VIEW 2 EAVE DETAIL - 1 -0 3/4 Thiov s: VW { Firs) 11 4" ( +n' ) Amox. Wal at: 9.6 i I ft Tost:: VM4 4a&1290,11-15 -94e ITS 009n OPAMk I"; t 4WIM, 3-1646, VMi 4 0743 & 0744, 1-n & 30-w; lUL M717, 0AKi1A $- , U L Design U373 Soufld Tea BWsed on RAL TL804%3, 111-10410 PER ELEV ZCMU WALL NOTE: REFER TO ELEVATION SHEET FOR SOFFIT AND FASCIA DETAILS A (2 -HOUR FIRE RESISTANT RATED SEPARATION EXTENDED INTO SOFFIT) MOVABLE AND OFFICE PARTITIONS GA FILE NO. WP 6210 GENERIC 1 HOUR 35 to 39 STC FIRE SOUND SOLID GYPSUM WALLBOARD F Face layer 24" wide 518" type X gypsum wallboard laminated parallel to each side of 1" gypsum coreboard. Face layer Joints aligned on opposite sides and offset 1 314" from ooreboard Joints to form an Interlocking Joint. Metal cap track 18 gage 21/4" wile, 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 1 'oRE-ENGINEERED WOOD - fRUSSES AT 24" O.C. - SEE TRUSS DRAWINGS FOR SPACING AND CONNECTION )ETAILS ROOF FINISH PER --- ELEVATION HATCHED AREA INDICATES ---- EXTENSION OF AREA SEPARATION WALL - (2) LAYERS 1"X24" PROPRIETARYTYPE'X' GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS COVERED USING 6" WIDE 1/2" TYPE "X"GYP. (ATTACHED W/ 1" DRYWALL SCREWS AT 12" O.C. TO METAL FRAMING) VOIDS SHALL BE FILLED WITH FIRE RATED MINERAL WOOL OR FIRE RATED CAULK PER ELEV ZCMU WALL NOTE: REFER TO ELEVATION SWEET FOR SOFFIT AND FASCIA DETAILS A PLAN VIEW (2-HOURFIRERESISTANT RATED SEPARATION EXTENDED INTO SOFFIT) 3 EAVE DETAIL 3/411 _ 11-011 (0 0) U g PROVIDE FIRE RETARDANT TREATED PLYWOOD 4' EACH SIDE OF TENANT SEPARATION WALL WHERE INDICATED ON ROOF FRAMING PLANS �af Q INSULATION BAFFLE - -� ❑ Z W PROVIDE MIN. 1" CLEAR PRE-ENGINEERED WOOD w0_j_j U. OW gQ TRUSSES AT 24" O.C. - SEE III ZW— cyW Cl) TRUSS DRAWINGS FOR u. F- O❑ OZ ;£l LO —OOZ �Z i©O—W ❑ SPACING AND CONNEC71ON �Z wu_ �W� cn� DETAILS WLo0H c0� W❑o0Z Z� O UZNUW �QW02 W -i CO Z ❑❑ ROOF FINISH PER ELEVATION CMU #" Q OUTLOOKERS (TYP) BLOCK ';: GABLE END TRUSS BELOW u W cu� 4 CO C13nC`^t�C7 HATCHED AREA INDICALTES --- CAaR,W ## V1 W 0 HQ W 3 ff-�zopw z �=U'oJz��pz�oQO�a Q O p pu�� OZO2200mzz U cn�a.>rnww��,X, W¢00 -_j �ZWzdwUDaa. EXTENSION OF AREA �Q�Ow Qpw g_i-a g�o it 29 0¢ 0 f' ,;: SEPARATION WALL - (2)) LAYERS O zC) 04 1 "X24" PROPRIETARY TYPE 'X' U) � (O U' co GYP. PANELS INSERT EC 2 > L BETWEEN 2" FLOOR& CLG. Z RUNNERS W/ 2" STEEL IH STUDS LO W Lu JLO LOJ BETWEEN ADJACENT PAIRS OF GYP. PANELS COVERED USING '. o V_ 0 r- 6" WIDE 1/2" TYPE "X" GiYP. (ATTACHED W/ 1" DRYVIVALL SCREWS AT 12" O.C. TO METAL ROOF I FRAMING) VOIDS SHALL BE TRUSSES A FILLED WITH FIRE RATED AT 24" O.C. _ MINERAL WOOL OR FIRE RATED o CAULK SUB -FASCIA PLAN VIEW 2 EAVE DETAIL - 1 -0 3/4 Thiov s: VW { Firs) 11 4" ( +n' ) Amox. Wal at: 9.6 i I ft Tost:: VM4 4a&1290,11-15 -94e ITS 009n OPAMk I"; t 4WIM, 3-1646, VMi 4 0743 & 0744, 1-n & 30-w; lUL M717, 0AKi1A $- , U L Design U373 Soufld Tea BWsed on RAL TL804%3, 111-10410 PER ELEV ZCMU WALL NOTE: REFER TO ELEVATION SHEET FOR SOFFIT AND FASCIA DETAILS A (2 -HOUR FIRE RESISTANT RATED SEPARATION EXTENDED INTO SOFFIT) MOVABLE AND OFFICE PARTITIONS GA FILE NO. WP 6210 GENERIC 1 HOUR 35 to 39 STC FIRE SOUND SOLID GYPSUM WALLBOARD F Face layer 24" wide 518" type X gypsum wallboard laminated parallel to each side of 1" gypsum coreboard. Face layer Joints aligned on opposite sides and offset 1 314" from ooreboard Joints to form an Interlocking Joint. Metal cap track 18 gage 21/4" wile, 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 1 'oRE-ENGINEERED WOOD - fRUSSES AT 24" O.C. - SEE TRUSS DRAWINGS FOR SPACING AND CONNECTION )ETAILS ROOF FINISH PER --- ELEVATION HATCHED AREA INDICATES ---- EXTENSION OF AREA SEPARATION WALL - (2) LAYERS 1"X24" PROPRIETARYTYPE'X' GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS COVERED USING 6" WIDE 1/2" TYPE "X"GYP. (ATTACHED W/ 1" DRYWALL SCREWS AT 12" O.C. TO METAL FRAMING) VOIDS SHALL BE FILLED WITH FIRE RATED MINERAL WOOL OR FIRE RATED CAULK PER ELEV ZCMU WALL NOTE: REFER TO ELEVATION SWEET FOR SOFFIT AND FASCIA DETAILS A PLAN VIEW (2-HOURFIRERESISTANT RATED SEPARATION EXTENDED INTO SOFFIT) 3 EAVE DETAIL 3/411 _ 11-011 (0 0) U g F- Z W¢_QO �af Q 0 o -� ❑ Z W = N a w0_j_j U. OW gQ III ZW— cyW Cl) c OD u. F- O❑ OZ LO —OOZ �Z i©O—W ❑ �Z wu_ �W� cn� M WLo0H c0� W❑o0Z Z� O UZNUW �QW02 W -i CO Z ❑❑ R'�=❑(L . a IL = 0 im C0 F-- F - Q r. O u W cu� 4 CO C13nC`^t�C7 +�+ N o CAaR,W Q U V1 W 0 HQ W 3 ff-�zopw z �=U'oJz��pz�oQO�a Q O p pu�� OZO2200mzz U cn�a.>rnww��,X, W¢00 -_j �ZWzdwUDaa. O Z CO U. �Q�Ow Qpw g_i-a g�o it 29 0¢ 0 O 0<LL O zC) 04 U) � (O U' co p a.�LL� 2 > L Z LO W Lu JLO LOJ o V_ 0 r- 0 r- a� o�M c� o 0 � O O O o o 0 M > CV r 03 I.� z z O J �...j W WW00 '�— O . W U 0 F- ZWFO 0-- WD w = m 2 = H U) ZF- H �Qw� 2ZR LU Z Z LL Vv_z r) Z =40 ZQ F- U aJ CL O U cc FW1WC/) W > LAST PLOT DATE rA o r-'-� 11/10/2010 p O FIREWALL H DETAILS PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building 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 local product supplier should you not know the product approval number for any of the applicable listed products. My Category/Subcategory Manufacturer Product Description Numner s l est rressuies 1. EXTERIOR DOORS A. SWINGING Plastpro, Inc./ Nana Plastics ThermaTru Distinction Fiber lass Ent Doors Smooth Star/Fiber-Classic jApprovai FL6184-R1 FL8838-R1 +65.0/-65.0 sf +55.01-55.0 sf MP34 FL822-R1 ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING C. SECTIONAL Fla. Extruders Milestone Clopay Building Products Clopay Building Products Series 1000 Residential WindCode Doors W5 (8X Residential WindCode Doors W5 16X FL8409-R3 FL5675-R3 FL5675-R3 +45.0/-45.0 psf +30.0/-32.0 psf +30.0/-30.0 psf FL822-R1 (used in wind speeds over 120nph) Clopay Building Products (used in wind speeds over 120nph) Clopay Building Products Amarr Garage Doors Residential WindCode Doors W6 8X Residential WindCode Doors W6 16X7) Model #500 Classica (8x7) FL5675-R3 FL5675-R3 FL5427-R2 +37.0/-41.0 psf +37.0/-37.0 psf +40.1/-47.4 psf FL10456 H10 Amarr Garage Doors Model #500 Classica 16x7 FL5427-R2 +38.4/-43.7 psf H2.5 FL10456 Amarr Garage Doors Model #600 Stratford 8x FL5302-R1 +40.1/-47.4 psf FL10456 Hurricane Tie Amarr Garage Doors Model #600 Stratford 16x7 FL5302-R1 +38.4/-43.7psf Hip Corner Plate Connector HHCP2 FL817-R1 HDQ8-SDS3 FL10441 Holddown D. OTHER HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 2. WINDOWS A. SINGLE HUNG B. HORIZONTAL HIDER C. FIXED D. MULLION Fla. Extruders Milestone Fla. Extruders Milestone Fla. Extruders Milestone Fla. Extruders (Milestone) Milestone Series 1000 SH Std -Sill Milestone Series 1000 Horizontal Slider Milestone Series 1000 Fixed FE5709/5710/5711/5712/5713/5714/5718 FE5700/5701 /57021570315704/5705/57'17 FL9262-R2 FL9236-R2 FL9242-R2 FL3136-R3 +45.01-45.0 psf +45.0/-45.0 psf +45.0/-45.0 psf N/A E. OTHER Embedded Truss Anchor ET FL11506 HSUR/L410 FL10655 Heavy Skewed U Hanger HD Titen FL2355-R3 HTS16 FL10456 3. A. B. PANEL WALL SIDING SOFFITS Alside Kaycan Ltd. Coventry Vinyl Siding 12"/16" Vented Soffit FL12103 FL12199 +86.5/-86.5 psf +70.0/-70.0 psf C. OTH ER HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 4. A. ROOFING PRODUCTS ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 and AR), XT30 and AR FL5444-R2 N/A B. UNDERLAYMENTS HUS412 FL821-R1 HUSC410 FL10655 C. D. ROOFING FASTENERS ROOF VENTILATORS Southeastern Metal Florida Metal Products, Inc Weather Vent Vent RV10 FL11024 FL2075-R4 N/A N/A ITT FL10667 TF 1 -Joist Hanger THO E. ROOFING TILES FL10531 I -Joist Hanger THF FL815-R1 F. ROOF TILE ADHESIVE Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slo able/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 G. OTHER LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 6. A. SHUTTERS STORM PANELS Metal Tech, Inc Alufab Galvanized Steel Storm Panels Galvanized Steel Storm Panels FL722-R2 FL4804-R2 +103.0/-103.0 psf +104,01-104.0 psf LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 6. STRUCTURAL LTW12 FL820-R2 LTS16 FL10456 Twist Strap COMPONENTS FL820-R2 LTS18 FL10456 Twist Strap A. WOOD CONNECTORS! ANCHORS Simpson Strong -Tie USP Structural Conn. FL10456 see chart see chart LTW20 B. C. D. TRUSS PLATES ENGINEERED LUMBER MATERIAL MiTek Industries, Inc. Boise Eng. Wood Prod. Boise Eng. Wood Prod. FECP Corp. Cast -Crete Wekiwa CP Lott's CP Truss Plates Versa -Lam SP Wood I -Joists ALLJOIST High Strength Concrete Lintels Pre -cast and Pre -Stressed Lintels Lintel FL2/97-R3 FL1644-R2 FL1645-R2 FL158-R3 FL1418-R2 FL12045 N/A N/A N/A N/A N/A N/A LTT20B FL11496 Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 NIA LUS26 FL10655 Powers Steel, Inc. Power Box Lintels FL6264-R1 N/A FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger 1NFM35X1178U FL578-R2 Thep roducts listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of Oe product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated FL11473 during inspection. HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown APPLICANT SIGNATURE DATE S& LISP Cross Over Chart with Product Approval Numbers Florida Simpson Produc Number Florida Product Approval Number Product Description USP Product Number Florida Product Approval 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 MTS18 FL10456 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 ET FL11506 HSUR/L410 FL10655 Heavy Skewed U Hanger HD Titen FL2355-R3 HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-R2 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 1 -Joist Hanger THO FL815-R1 JUT FL10531 I -Joist Hanger THF FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slo able/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/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 1NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 11-LUZZ-1K1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry Double 5 Inch Horizontal conditions: 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 Triple 3 Inch Horizontal IT- 0" 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 - 0" Solid 16" ET FL11506 Epoxy CU HD Titen FL2355-R3 Titen Anchor O Cn as 'W Q 0 Q rlhll" rdaitispar .ovn^.n,rw z ie iy�l = rvV 'a'l -=iAM 717"046»3747 1 Fax 791 HR Engineering, Inc. 1418 E. lNarkot St..; Sktite B - York, PA 17433 21 January 2049 Nick Thompson, Product Manager- Siding .& Metals Associated Materials, LLC 3773 State Road Cuyahoga. Falls, Ohio 4422.3 RE: Florida Evaluation, Coventry Vinyl Siding, FBC 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 Cade 2007, paragraph 703.11 Structural testing to ASTM D 5206, as required by ASTM Ii 3679, was done at Architectural Testing, inc, and is reported in 77945.01.109-40 and 82537 01-109-40. Testing was done for Alside, Inc., which is owned by Associated Materials, LLC. (la . Coventry vinyl siding is produced in 5 configurations, Double 5", Double 5"Dutchlap,. -t thickness of 4.042" A Double 4", Double 4" Dutchlap, and Triple 3", all with a strengthening feature of this product is that it has a "rolled edge nail hem", which forms a double thickness at die nail hem edge. - I have porforrrmed a combination of rational and comparative analyses on this product,. which Includes the mandatory requirements of Annex A1.2.1 in ASTM D 3679 11z" r 1 Instatl*tiDt3 Must be over 5!8" minimum mailable sheathing or minimum plywood. Installation -fasteners must be roofing nails with 3/8" diameter head, 1/8" diameter shank, and a minimum 'length of 1-5/8"_ The allowable design wired pressures for all 5 configurations including Double 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlop;; and Triple 3" are +/-173 psf for 8"stud spacing, +/-115.3 psf for 12 stud spaciBgr o ,tA6.5 psf for 16" stud spacing. In order to achieve these pressures, all studs mea tiave, nail & in them and all mails must be in studs, The above; values can be compamd directly to the required wiled 'loads in Chapter 16 of the Florida Building Code, I trust that this information 1's sufficient for the project needs - If there are any questions about this report, or if anything additional is required, please advise me. I, Sincerely yours; Allen" N. Reeves, RE, Structural. Engineer ANR:anr 'i Florida License No. 19354 Ce: 09p100Q5 °'° 7 J I►a,u�.3,e a as 9 26 Installing soffit and fascia Please note: Although vinyl sof tit's 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. to" I' trim Option A Installing tr p ,. When fascia is applied without exposed nailing. r`' f charleh With open eave: Secure F•channel to the exterior of the fascia with the top leg resting against the bottom of the board. Secure F -channel on wall, level with the f " F -channel on the fascia. 061 wait With closed eave: Use a J -channel In place of the F -channel at the wall. Secure all Option A channels every IT on center, In center of nail slots. Installing trim - Option B fascia�n When soffit only is applied, or when fascia panel Is secured to underside bs of wood fascia. 14 With open eave: Secure F -channel to the wall and to the inside of the fascia board, level with each other. Cut out back of channel to fit around rafters, If needed. With closed eave: Substitute J -channels for the F -channels. 4dk1MM wall Secure ail 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. Allowr, + 114" per side for expansion and cut the panels to length, Insert panels into trims, For eaves over 18" in width, you will Woad to install intermediate nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every it[li 1y1, 12" on center, k t a Ir t�!I! l r 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 i (both illustrated). Both methods are made with J -channel or H -channel. ta. "■rw xsrt,a Straight trim use ,tdhaisnsls N-�16rRRl E lr� coil+�' i KAYCAN- ICC-ES Evaluation Report ESR -1495 Reissued November 1, 2008 This report is subject to re-examination in two years, wwW.ioo-es.org 1(800) 423-6587 1 (562) 699.0543 A Subsidiary of the International Code Council" DIVISION: 07 -THERMAL AND MOISTURE PROTECTION Section: 07480- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICH FORD, VERMONT 05470 (802)848-7010 www.kavcan.com EVALUATION SUBJECT: KAYCAN PVC SIDING. 1,0 EVALUATION SCOPE. Compliance with the following codes: ■ 2006 international Building Codes (IBC) ■ 2006 international Residential Codi® (IRC) ■ 1997 Uniform Building Codelm (UBC) ■ BOCAO National Building Code/1999 (BNBC) ■ 1999 Standard Building Codes (SBC) Properties evaluated: ■ Extedorveneer ■ Wind resistance 2.0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the underside of exterior roof eaves (soffits). 3.0 DESCRIPTION Kaycan PVC Siding is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (PVC) conforming to the requirements of ASTM D 3679. The siding Is used as an exterior wall covering over solid sheathing and as soffit. The siding has a plain- or wood -grain texture and Is available In various colors with matching trim, comers, and starter strips. The panels are a minimum of 0.040 Inch (1 mm) thick. Langths range from 10 to 12.5 feet (3048 to 3810 mm). Panels are formed with an upper edge having nail slots and a lower edge that hooks Into the upper edge ofthelower course. The siding Is produced in different profiles as described in Table 1 of this report. 4.0 INSTALLATION 4.1 General' , Installation of the siding, including the panels, corners, starter strips, trim and other accessory items, shall be In accordance with the manufacturer's published Installation Instructions, the applicable code and this report. In the event of a conflict between the manufacturer's published installation instructions and this report, this report shall govern, A copy of the manufacturers published Installation instructions shall be on the jobsite at all times during Installation. Solid sheathing and a water -resistive barrier shall be provided behind the siding, as required by the applicable code. The allowable wind loads are as noted in the prescriptive requirements of the applicable code. See Section 4.2 for applications in excess of the prescriptive requirements or where the applicable code does not provide prescriptive requirements. 4.2 Wind Resistace: Design wind pressures must be determined In accordance with Chapter 16 of the IBC, SBC, UBC or BNBC or Section 301,21.1 of the IRC. In areas where the basic wind speed (3 - second gust do not exceed 100 mph (45 m/s) [80 miles per hour 36 els (fastest mile) under the UBC1. and the building haight Is less than or equal to 40 feet (12 192 mm) in Exposure C areas, Installation must comply with the prescriptive requirements of IBC Section 1405.13, BNBC Section 1406.3.3, SBC Section 1403.9 or UBC Section 1405, as applicable. In jurisdictions enforcing the IRC, installation much comply With the prescriptive requirements of IRC Section R703.4 for areaswhere the basicwind speed (3 -second gust) is less than 110 mph (49 m/s) in Exposure B, and does not exceed 90 mph (40 mis) In Exposure C or 85 mph (37 m/s) in Exposure D. For applications In excess of the prescriptive requirements, the design must be In accordance with IRC Section R30L2.1.1. For applications in excess of the prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) [44 psf (2107 Pa) under the UBC] when attached to a code -complying, minimum s/a Inch -thick (10 mm), structural -rated OSB sheathing, The siding shall be attached with 111,4rich-long (38 mm), aiB Inch-dlamster-head (10 mm), lis -Inch -diameter -shank (3 mm), corrosion -resistant roofing nails spaced 6 Inches (152 mm) on center. The structural sheathing and framing to which the siding Is attached are outside the scope of this report. ICGIs'Evnlwrtim Repaa.+e na to be c9ntemadotrepraaenFng neslhaliet anny ot6ernflribnlw mol apec�rnlly.rldretteA, nwnre /bey toLacaulrned ar nn andorsamar(oJdiesi6/act oJILa raper or 0 rewmmw,dmrw, for 1!s ewe. rha+e rs,ro xwmrnry by lCClrvnhurNan Servim, Ina, axprors w implied, nr ronnyfrndingad6a nnrlerLrlhit report ant r9 nnyprwriu/eovered by rk¢rrpal. ,�. r?i�ac Copyright 0 2006 Page 1 of 2 717-84[5.3747 .. Fax 717-846-0355- WR Engineering, inc. 1418 E. Market St., Suits 8 York, PA 17403 22 January 2009 Ted Berman, RE,, Administrator, Florida Building Code Commission Ted Berman and Associates, LLC. 925 412' Street, Suite 104: Miami Beach, Florida 33140 RE: Certification:of Independence Dear Mr. Berman; In conformance with Buie 98-72.110, F,A C"Criteria eria for Certification o f Independence", I offer the following. I am a registered professional engineer in the state. of Florida with license number 19354. I work in a two person consulting structural ' engineering firm "HR Engineering, Inc.", of which ] am the majority owner. In my work .performing, an evaluation, I do not have, nor will I 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 not have, nor will I acquire, a financial interest in any other entity involved in the approval process of the product. I trust that this is sufficient for the Florida Building Code Commission's requirements, If there are any questions about this certification of independence, or if anythln'g additional is required, please advise me. Sincerely yours, I -IR Engineering, Inc Allen N. Reeves.,.P P1, Chief Engineer ANR:anr Cc: Associated Materials, LLC' 09010005 Installing soffit and fascia Installing fascia 1. Install an /undersill him at the top of the fascia board. 2. Measure distance from the bottom of the F -channel to the top of the undersill trim, and then subtract 114" for clearance. Cut panel to width. 3. Perforate the out edge using snap -lock punch approximately every 8", 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. if soffit is not being installed, hook the fascia directly over the fascia 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 314" (hall the distance of the notch). Fascia installation roan Fascia overlapping Capping fascia To make corner caps, cut a piece of vinyl fascia that is 5112" long, i 1. Mark the vertical centerline on the back of the piece. 2. Cut a 90' section of the bottom flange from the center, leaving a 45' angle on either side. 3. Use a hand seamer or metal straightedge to fold fascia piece along vertical centedine to make a right-angled corner. V. ds"th 4. Using a snap -lock punch, make tabs just below the top edge of the ls,( I) ya'a of �, g tr comer cap, making sure that tabs face outward. Install comer cap by locking the bottom over the existing F -channel and snapping the top ( "" a i Fascia capping edge into the undersill trim: /CAYCAN" ESR -1495 I Most Widely Accepted and Trusted Page 2 of 2 Wind resistance of the solfit 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 Kayean PVC Siding described in this report complies win, 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 Double 5 Inch Horizontal conditions: 6.2 Data in accordance with the ICC -ES Evaluation 5.1 The siding is limited to installations on buildings of Type Guideline for Vinyl Siding (AC37), dated October 2008. V -B (IBC), Type 5B (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 (ACI 0). 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 sidling shall be Installed only on exterior walls over ASTM specification D3678,"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 barter, as (ESR -1495). required by the applicable code. Platinum Series T-3 TABLE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH (Board & Batten Single 7 inch Vertical 10' - 0" DA Avant/ Double 4 Inch Horizontal Dutch Lap 12'- 6" D-4 Marquis Double 4 Inch Horizontal 17- 6" D-5 Contessa Double 5 Inch Horizontal 12'- 0" D-5 Elegance Double 6 inch Horizontal Dutch Lep 12'- 0" D-5 Vertical Double 5 inch Vertical 101-01, Lewiston Double 4,5 inch Horizontal 12' - 0" Newport Single 6% Inch Horizontal 10' - 0' O wan Park Bevel Double 4.5 Inch Horizontal Ocean Park Cove Double 45 inch Horizontal 121-1.. Platinum Series D-4 Double 4 Inch Horizontal 12'- 6" Platinum Series D-4 Dutch Lap Double 4Ineh Horizontal Dutch Lap IL.L Platinum Series T-3 Triple 3 Inch Horizontal IT- 0" Prove Double 4.5 Inch Honzontal 12'-0" Sierra Double 4.5 Horizontal 12'-0" T-3 Classic Triple 31nch Horizontal Dutch Lap 12' - 0" T-3 Horizontal Triple 3 inch Horizontal 12' - 0" Vented s' Double 4 inch Perforated Soffit 12' - 0" Vented 10" Double 5 inch Perforated Sofflt t2' - 0" Solid 10" Double 5 inch Solid Soret 121-0" Center Vented 127Solld 12" Triple 4 Inch Pardally Perforated Soffit IT 12' - 6" Vented 16" Quadruple 4 Inch Perforated Soffit - 0" Solid 16" Quedru le 4 inch Solld Soffit cur sl: 1 ern = zo.4 mm. ICC EVALUATION SERVICE, INC. Evatuate • lnfomn ■ Protect Los Angeles 6lalna6/Reglonel Office a 5360 Workman Mill Rand • Whittier, CA 90601 (561) 699.0543 phone • (561) 695.4694 fax Certification of Independence for Evaluation ICC Evaluation Service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any Company manufacturing or distributing products for which reports are being issued. (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 4.---" In Nosse - President IGC Evaluation Service, Inc. B.Nn...iRqu.al OrasN 5360 Work... Still Rood. W h nee. Calr.rnia 90601 • (561) 6994541 ........ I R.p.nal O(flcs •900 Monrclslr Road, Suer A. asmmgham. Alab.mo 3111) • 1101) 199.9600 Regional Orrice s 4051 War Fkl m n md, C„a.,rr Club Hal., Ill.- Will • (706) 799.2305 oda VC 27 ---0 CD C) C Cn U > o -t-' N C:)-0 ^r-�� ca 70 IL.L -Cn U CU tQ Cn O 0 = C O L1"_ CU .Ln -0 O Cn as 'W Q 0 Q --0-�U)< Z Z W J SHEET N0. PA 1.0