The URL can be used to link to this page

3210 Retreat View Cir 11-17 thru 11-22 (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 NOTIPY 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 TORS SHA LL BE THE ALL NECESSARY IBILITY OF PERMITS HE AND INSPECTIONS. ANY FEES ASSOCIATED WITH, BUT NOT NORMALLY COVERED BY T 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 COMPANIE=S 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 GWB - GYPSUM WALL BOARD SCRN - SCREEN AFF - ABOVE FINISH FLOOR GFI / GFCI - GROUND FAULT CIRCUIT SIINI - SIMILAR AHU - AIR HANDLER UNIT INTERRUPTOR SHiLVS - SHELVES A/C -AIR CONDITIONING GYPBRD - GYPSUM BOARDS/R a. �CZ9 - SHELF & ROD ALUM - ALUMINUM HD -HEAD SH - SINGLE HUNG WINDOW AT - ALUMINUM THRESHOLD HVAC - HEATING, VENTILATING, AIR SGD - SLIDING GLASS DOOR AB - ANCHOR BOLT CONDITIONING SPECS -SPECIFICATIONS AVG -AVERAGE HT - HEIGHT SCS FT - SQUARE FEET BFE - BASE FLOOD ELEVATION HB - HOSE BIB SGS IN - SQUARE INCH BM -BEAM HC - HANDICAP STD -STANDARD BRG - BEARING INSUL - INSULATION S11 -STEEL BLK -BLOCK INT - INTERIOR SRUCT - STRUCURAL BLDG - BUILDING LVL - LAMINATED VENEER LUMBER TEMP -TEMPERED BRD -BOARD LT - LAUNDRY TUB THK - THICK OR THICKNESS BTM -BOTTOM LGT - LIGHT TB - TOWEL BAR CAB - CABINET MAX - MAXIMUM TOC - TOP OF CONCRETE CD - CONSTRUCTION DOCUMENTS MATL -MATERIAL TOM - TOP OF MASONARY CLG - CEILING MRF - MANUFACTURER TOP - TOP OF PLATE CLG HT - CEILING HEIGHT MECH - MECHANICAL TP - TOILET PAPER HOLDER CEMT - CEMENTITIOUS MTL - METAL TYP - TYPICAL CL - CENTERLINE MC - MEDICINE CABINET UIPNO - UNLESS NOTED OTHERWISE COL -COLUMN MIN - MINIMUM VAC -VACUUM CONC - CONCRETE MLDG - MOULDING VIAL -VALANCE CMU - CONCRETE MASONRY UNIT MNT - MOUNT OR MOUNTING VERT - VERTICAL CONST - CONSTRUCT OR CONSTRUCTION MO - MASONRY OPENING VII=, - VERIFY IN FIELD CONT - CONTINUOUS OR CONTINUES MUNT - MUNTINS VTR - VENT THROUGH ROOF CTR -CENTER # - NUMBER V' - VOLT CJ - CONTROL JOINT OC - ON CENTER WC - WATER CLOSET DP - DEEP OR DEPTH OGD - OVERHEAD GARAGE DOOR WH - WATER HEATER DTL - DETAIL OPNG - OPENING WL - WIND LOAD DIA - DIAMETER OPP - OPPOSITE WP - WEATHERPROOF DIM - DIMENSION OPT - OPTIONAL �, VNIWM - WELDED WIRE MESH DISCON - DISCONNECT OH - OVER HANG W' - WIDE OR WIDTH DW - DISHWASHER OH CABS- OVERHEAD CAB$ WDW - WINDOW DR - DOOR PNT - PAINT FINISH W/ - WITH DBL - DOUBLE PTD - PAINTED WD - WOOD DWG - DRAWING PED -PEDESTAL W/S - WIRE SHELF EA -EACH PERF -PERFORATED ELEC - ELECTRICAL PLT - PLATE ELEV -ELEVATOR PLYWD - PLYWOOD EQUP - EQUIPMENT PKT - POCKET EXP JT - EXPANSION JOINT LB -POUND EXT - EXTERIOR PSF - POUNDS PER SQUARE FOOT FIN FLR - FINISHED FLOOR PSI - POUNDS PER SQUARE FIN - FIN PT - PRESSURE TREATED EW - EACH WAY PB - PUSH BUTTON FG - FIXED GLASS REF - REFRIGERATOR FD - FLOOR DRAIN RECP - RECEPTACLE FE - FIRE EXINGUISHER REINF - REINFORCING FLR - FLOOR READ - REQUIRED FLOUR -FLUORESCENT R/A - RETURN AIR FTG - FOOTING RO - ROUGH OPENING FR DR - FRENCH DOOR RS - ROUGH SAWN GALV - GALVANIZED SC - SOLID CORE GA -GAUGE SCP -SCUPPER GB - GRAB BAR NINAR-sm LENNAR TAMPA DIVSION 15550 Lightwave Dr. Suite 200 Clearwater, FL 33760 727.479.1700 Version Changes Ver. #: Description of Changes 1.0 First Submittal 2.0 Removed window at master bath shower in Unit 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 - --- 11"I"M BUILDING LDING OF-PT'CONo1T+ot"Y AND FO ESIr PLANS ARE RF MIT! RM PRO W OR Is PER S p�OYVQ t STH P,CC.1±PTCC F O SE A Lt. ALI SCT 5E TO GONSTRUEp C) NOS A i jail rAH y. OR SHALL. 't H Orap.P L ILo CAIS�G SSC RRE V0 0,r <� r� P� WereVR ` ° wsTRU�D J. 28PA ;��3� JW S .Pub CODE a � I�tra'c�T�n IipN V1I�3 = BUILDING DATA: BUILDING CODE = FBC RES. 2007 (INCL. SUPPLEMENTS) PRODUCT = SINGLE FAMILY DWELLING CONSTRUCTION TYPE / FIRE PROTECTION = TYPE V -B / NOT SPRINKLERED OCCUPANCY = RESIDENTIAL (GROUP R-3) WIND VELOCITY (MPH) = 120 MPH BUILDING CATEGORY = 11 IMPORTANCE FACTOR = "1" EXPOSURE CATEGORY = INTERNAL PRESSURE COEFFICIENT± = 0.18 (ENCLOSED) ALLOWABLE HEIGHT = 40'-0" WIND BORNE DEBRIS AREAS THE METHOD TO SATISFY PROTECTION OF OPENINGS IN THESE AREAS WILL BE IMPACT RESISTANT GLAZING / APPROVED SHUTTERS Twin Lakes Townhomes 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 FPLLOWING SHALL COMPLY WITH THE 2007 FBC RESIDENTIAL. r ❑ PORCIHES AND BALCONIES CHAP. 3 ❑ HANDRAILS- CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHI MNEY & 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'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) INDEX OF DRAWINGS T �, . 0 Z N W Q Q O Q J 4 Z > 2 Z) Izo W U_ � _j z WZWZ N� am�� wo -00w o N Z 00 0 �CZ9 >-Zow LL=)W U)CD Ili Zh aa00Z 0Z W LUCK=OJ 0 W FnJ IL W fA LU _0ca (1) I -H LLi w Q QH �I-Q fYJ12 � �Z W LLI W W Qpo QY Z X�wzUOU <Oz0O0 _jo¢Q �O0w""CO -i w°Ww-v0,WWz_j<Lww°2tea U) OZ LIa§ LL w Z_< Q ODQQ O LL LL a SHT NO- TITLE CS COVER SHEET - PROJECT INFORMATION Al 6 PLEX - FOUNDATION PLAN A2 6 PLEX -1ST FLOOR FILLED CELL PLAN A3 6 PLEX - 1ST FLOOR PLAN A4 6 PLEX - 2ND FLOOR PLAN A5 UNIT'1415' - 1ST & 2ND FLOOR PLAN A6 UNIT '1209' 1 ST & 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 A11 6 PLEX - ROOF PLAN W Al2 6 PLEX - EXTERIOR ELEVATIONS A13 UNIT'1415' -1ST & 2ND FLOOR ELECTRICAL PLAN A14 UNIT '1209'- 1 ST & 2ND FLOOR ELECTRICAL PLAN A15 UNIT'1210' -1ST & 2ND FLOOR ELECTRICAL PLAN A16 UNIT'1415' - INTERIOR ELEVATIONS A17 UNIT'1209' - INTERIOR ELEVATIONS O 04 W O >cJ)Mo L: M O Q 0 -LLj >�� Q Vicar. (D wLO J LO V_ A18 UNIT'l210' - INTERIOR ELEVATIONS SANFORD I IUI ING E SNO STRUCTURAL NOTES THEPLANS ARE REN IEW -D A D O NO) IQ SNI STRUCTURAL NOTES ACC P[ED FOR PERMIT A P RMI ISS ED HA CON [RUED TO E A ICE1 tSE O P OC ED H S3S FOUNDATION DETAILS THE WOBE AN0 NOT AL TH RIT TO IO [E. S4 FRAME WALL DETAILS CAN`"' ALTS ,, aspE A' DE NY OF T+� PRO ISIONS OI= THE TE HNI AL OD S, N IRS AL S4.1 STEMWALL DETAILS ISSL 0,NCE: OF A pE RM P Evu. *r HE UIL I S5 ROOF FRAMING DETAILS DEP 'FROM F-IF:f2 ER --_Q IRIN A EC, TIO OF ERRORS ONN ' E F LAN NS C RU S6S WALL SECTION DETAILS OFA MER VIOLANl'IONS r [ R C D . SS RETRO FIT DETAILS ryo 0 o ST STAIR DETAILS S11- 1415 PRECAST DETAILS o S11-1209 PRECAST DETAILS S11-1210 PRECAST DETAILS o o p FW1 FIREWALL DETAILS PA1.0 PRODUCT APPROVAL INFO 0 `7; O PA1.1 PRODUCT APPROVAL INFO > o o R PA1.2 PRODUCT APPROVAL INFO r N cl� DD1.0 PRODUCT APPROVAL INFO DD1.1 PRODUCT APPROVAL INFO M (� DD1.2 PRODUCT APPROVAL INFO DD1.3 PRODUCT APPROVAL INFO DD1.4 PRODUCT APPROVAL INFO W DD1.5 PRODUCT APPROVAL INFO LU DD1.6 PRODUCT APPROVAL INFO Q V) L) DD2.0 PRODUCT APPROVAL INFO W DD2.1 PRODUCT APPROVAL INFO z WD1.0 PRODUCT APPROVAL INFO p WD1.1 PRODUCT APPROVAL INFO WD1.2 PRODUCT APPROVAL INFO WD1.3 PRODUCT APPROVAL INFO RD1.0 PRODUCT APPROVAL%fl M F__4 RD1.1 PRODUCT APPROVAL LT1.0 PRODUCT APPROVAL FO Q � U BUILDING TYPE: V BUILDING CATEGORY: II Z z NOTICE TO BUILDER Q Q J CL 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 1-81 WORK IS DONE. z z 0 ow2) UL_ > oda W F- W F- W -WI -w m== Z�� aWn �Zz� ¢QL` IL U)zU) =QZ AST PL T DATE ''11111/20 0 COVER SHEET o 0 N r v L0 C) co LOQ 0 •y z ti O � ,0 I Uj f'1, U. O 4W V ON [QLO M 00 � �° ON a inn rW vNCI��J'f-,W �k LLi w Q QH �I-Q fYJ12 � �Z W LLI W W Qpo QY Z X�wzUOU <Oz0O0 _jo¢Q �O0w""CO -i w°Ww-v0,WWz_j<Lww°2tea U) OZ LIa§ LL w Z_< Q ODQQ O LL LL a SHT NO- TITLE CS COVER SHEET - PROJECT INFORMATION Al 6 PLEX - FOUNDATION PLAN A2 6 PLEX -1ST FLOOR FILLED CELL PLAN A3 6 PLEX - 1ST FLOOR PLAN A4 6 PLEX - 2ND FLOOR PLAN A5 UNIT'1415' - 1ST & 2ND FLOOR PLAN A6 UNIT '1209' 1 ST & 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 A11 6 PLEX - ROOF PLAN W Al2 6 PLEX - EXTERIOR ELEVATIONS A13 UNIT'1415' -1ST & 2ND FLOOR ELECTRICAL PLAN A14 UNIT '1209'- 1 ST & 2ND FLOOR ELECTRICAL PLAN A15 UNIT'1210' -1ST & 2ND FLOOR ELECTRICAL PLAN A16 UNIT'1415' - INTERIOR ELEVATIONS A17 UNIT'1209' - INTERIOR ELEVATIONS O 04 W O >cJ)Mo L: M O Q 0 -LLj >�� Q Vicar. (D wLO J LO V_ A18 UNIT'l210' - INTERIOR ELEVATIONS SANFORD I IUI ING E SNO STRUCTURAL NOTES THEPLANS ARE REN IEW -D A D O NO) IQ SNI STRUCTURAL NOTES ACC P[ED FOR PERMIT A P RMI ISS ED HA CON [RUED TO E A ICE1 tSE O P OC ED H S3S FOUNDATION DETAILS THE WOBE AN0 NOT AL TH RIT TO IO [E. S4 FRAME WALL DETAILS CAN`"' ALTS ,, aspE A' DE NY OF T+� PRO ISIONS OI= THE TE HNI AL OD S, N IRS AL S4.1 STEMWALL DETAILS ISSL 0,NCE: OF A pE RM P Evu. *r HE UIL I S5 ROOF FRAMING DETAILS DEP 'FROM F-IF:f2 ER --_Q IRIN A EC, TIO OF ERRORS ONN ' E F LAN NS C RU S6S WALL SECTION DETAILS OFA MER VIOLANl'IONS r [ R C D . SS RETRO FIT DETAILS ryo 0 o ST STAIR DETAILS S11- 1415 PRECAST DETAILS o S11-1209 PRECAST DETAILS S11-1210 PRECAST DETAILS o o p FW1 FIREWALL DETAILS PA1.0 PRODUCT APPROVAL INFO 0 `7; O PA1.1 PRODUCT APPROVAL INFO > o o R PA1.2 PRODUCT APPROVAL INFO r N cl� DD1.0 PRODUCT APPROVAL INFO DD1.1 PRODUCT APPROVAL INFO M (� DD1.2 PRODUCT APPROVAL INFO DD1.3 PRODUCT APPROVAL INFO DD1.4 PRODUCT APPROVAL INFO W DD1.5 PRODUCT APPROVAL INFO LU DD1.6 PRODUCT APPROVAL INFO Q V) L) DD2.0 PRODUCT APPROVAL INFO W DD2.1 PRODUCT APPROVAL INFO z WD1.0 PRODUCT APPROVAL INFO p WD1.1 PRODUCT APPROVAL INFO WD1.2 PRODUCT APPROVAL INFO WD1.3 PRODUCT APPROVAL INFO RD1.0 PRODUCT APPROVAL%fl M F__4 RD1.1 PRODUCT APPROVAL LT1.0 PRODUCT APPROVAL FO Q � U BUILDING TYPE: V BUILDING CATEGORY: II Z z NOTICE TO BUILDER Q Q J CL 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 1-81 WORK IS DONE. z z 0 ow2) UL_ > oda W F- W F- W -WI -w m== Z�� aWn �Zz� ¢QL` IL U)zU) =QZ AST PL T DATE ''11111/20 0 COVER SHEET 3,,117-1 it I oq�sF I I Tie we li I I I I �Px4_ sr oow �� w I> GOJ� qck N C Tie I , rTHEERVICE ESTO BE51" FROM IN LINE c,P I iniiT'1d11;' P1 i innRINC- RISER DIAGRAM N.T.S. "I GG �n S3 I/ I n II (3) 2X4 P.T. BUCj' WI LTS19 ABV I 1 — II I� 24"X24"X12" CONC. u PAD W/ NO.5 REBAR N AT 6" O.C. E.W. 13'-0" 4'-10" 2'-11" 4,_3„ ° I (3) 2X4 P.T. BUC- W/ LTS19 ABV ------ �-/ I K CI 4 S3 o o LJ .....—T' A 1/411 /4" = 1 I-011 2°11r RJI� i K v _1u\P� �G,E�' o0 I 3'0° �Sp onk 3, I rsy THE WATER SERVICE LINES TO BE 1" FROM �� 76A MAIN LINE to gP UNIT '1209' PLUMBING RISER DIAGRAM ° N.T.S. I , III I II I1 u 1 I (3) 2X4 P.T. BUC GG W/ LTS19 ABV S3 24"X24"X12" CONIC. PAD O.C.E.W.REBA� L___ AT 6" OC. E.yy -Z� 1= 0 2ZLT 1 (2) 2X4 P.T. BUC`e L� —1-- W/ LTS19 ABV r � N ti IK (2) 2X4 P.T. BUC S3 W/ LTS19 ABV I -17 q-L CC S3 1 (2) 2X4 P.T. BUC W/ LTS19 ABV 1 /4"= 1'-0" 0 �"eO� 1 Sro°wN I ck II V we 2" o THE WATER SERVICE LINESMAIN O BE 1" FROM S 7jUNIT '1210' PLUMBING RISER DIAGRAM , .T.S. I I II I I II (3) 2X4 P.T. BUC LJ GG W/ LTS19 ABV S3 36"X24"X12" CONC. PAD W/ NO.5 REBAR AT 6" O.C. E.W. Jam- —T I 01 ,�UNIT'1210' FOOTING DETAIL 1/411 /4" = 1 1_011 tz "a o a n. o a 7 ELEV. 8 ELEV. 8 ELEV. ELEV. U Alb (-) 0'-31/2 A18 (-) 0'-3 1/2" A17 „ (-) 0'-31/2" (-) 0'-31 /2„ F- 136'-0" ELEV. 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209' MIRROR 25'-4" UNIT'1415' MIRROR a- (-) 0'-31./2" 25'-4" UNIT'1415' 21'-4" UMT'1210' 9'-8" 11'-8" 9'-8" 12'-0" 13'-4„ 13'-4" 12'-0" 99-8t' - THICKEN EDGE TO 8" 1 _p 20"X20" CONC FTG THK EDGE TO 8" 5 _8 1'-0''� 11 -4 5 -8 1 -0�� 6 -8 51-011 8 -4 11 (TYP AT COVERED PORCH) 1 �_4�� g _4 5 -0 6 -8 5 -8 11 -4 5 -8 W/(3) #5 RODS CONT 42" X 42" �, 4" 1'-4" 1'-8" 4" 11_4" oil 1 -6 4„ 1,_8„ 30 x 30 x 12 CONC. PAD " " A/C PAD 1-4 11-8'v THK EDGE TO 8 ,, „ „ ,_6„ 10" 1'-4" 42" X 42„ W/ NO. 5 REBAR AT L 42" X 42" 1 THK EDGE TO 8"4 1 -8 1 - AIC PAD o 42" X 42" 42" X 42" S3 AIC PAD 42" X 42" - 1 -4" 1'-4' J ° ° ° 141 PAD ° 13 A/C PAD 6" O.C. E.W. (TYP AT e P iv COV, PORCH) c ° ° n ° I — ° °AIC PAD 1'-4" ° n n FSB HB S6 HB M -4 ih „ F M I HB I ° n n on °o n ° n n n ° o ° iv HB <O CV _ _ M v ° In n ° ° ° o n — `n F r.`n 113/4" DP X 9 1/2" n ° n ° o ° ° ° I . ° � ° 113/4" DP X 91/2" `t o 1 WIDE RECESS 3/4" DP X 9-1 1ZI 3/4" DP X 91/2"I I ° e B ° I (WIDE RECESS M 3/4" DP X 91/2" „ c� �; I WIDE RECESS 11 r; REF S6 I I I REF I I I n n ° WIDE RECESS N 3/4 DP X 91/2 ° n n� WIDE RECESS o I c� _ I REF `r' S6 ° N WIDE RECESS I 3 11 11 0 I I 11 0 3'-11"-, 6 5 SEE DTL _" I 11'-0" 3'-11" 6'-5" c SEE DTL �-- I 6'-5!l 101-61 4'-6" 6'-5" '- " -- 2/A1 FOR ELEV. AT 0'-0" 8" MIN. ABV. GRADE TYP I 2/A1 FOR SEE DTL SEE DTL 16"X24"� p L FOOTING 4" CONC. SLAB - 2500 PSI, W/ FOOTING RE 3/A1 FOR SEE DTL CONC FTG'1�--� SEE DTL I I DETAIL • � 4/A1 FOR ""'z"'�. �''`��"� 6X6 W1.4/1.4 WELDED WIRE FABRIC OR ° DETAIL L- FOOTING FOOTING c 3/A1 FOR W/ (4) F 3/A1 FOR 16"X24" CONC FTG FIBERMESH I DETAIL DETAIL cc I FOOTING RODS I I DETAIL ONG I I W/ (4) #5 RODS • 6 MIL VAPOR BARRIER 1 i CONT. `t DE RODS 0 16"X24" � I �' � ° CONT. . - • MECH. COMPACTED FILL TO 95% OF ° v I S6 o C G E I I I B I ~ M MAX. DRY DENSITY r� I- I I I I I I d g I I S6 iv •TREAT SOIL WI TERMITE POISONING OR I c� 16"X24" W/(4 ` B RODS �- = I S6 S6 1 BORACARE TREATED LUMBER IS AN _I M ° iv CONC FT I __- 't M I W/ 4 #5 CONT. J L_ _ E A ALTERNATIVE TERMITE PROTECTION TO I ELE ( I SOIL POISONING (TYP) - j I (-) 0'- 1/2" ROD S6 ° x I CONT A jrcc 1 I 1 3/ " DP X I A 0 3/ ' DP X 1 „ I150-21' „� H `oo I � I I' S6 � A I � � 9 1 /2„ S6 N � � 91/21, 3 -5 � � 4 -7 II lam 20"X20" CONC FTG ° 4'-7" 15'-2" 3'-5" S6 I I d ELEV. I I I I S6 I I I ELEV. I WD EL E ELEV. I WD W/(3) #5 RODS CONT G I I 2,-2„J I n, (-) 0'-3 1/2 = I °� (_) 0'-3 1/2” (-) 0'-31/2" �ROCESS I �(-) 0'-31/2" R CESS 2'_2„ (ELEV. R ao a C.J. - -I- -„- L- I IV_- `a10 '_ 1 V Iy- co_ VI C.J. (-) -il 0'-31/2"= ri I II II R 0o I 3/4" DP X 91/2 I C. Hao cco — C.J. _ - I - n n I - = o WIDE RECESS „° C.J THICKEN a ° ° 4„ i - -� , I a .=- - I 4' n c i a 20"X20" - 4„ I I Ul a ' I1 , m R F I I I I I I 4 EDGE 70 8” 1 I 3/4" DP X 9 1/2 I 111. 'ONC FTG � 1 I � v WIDE I I 16 X24 � W/ (3) #5 ° I I o n �l ° „I 1 ° � RECESS CONC FTG 53 ° I 3/4" DP X 91/2" 13 n n ° n 1314 DP X 3 _ I I RODS CON t 3/4" DP X 13" I WIDE RECESS I I W/ (4) s THICKEN WD RECESS ;0.:t . I IDE RECESS ° UI ' RODS �l EDGE TO 8" ° ° .- — ° UI — CONT. d �O 61 � ]I 1 1. �--„ „j �� J 3/4" DP X 13„� q - - -- - L JJ q _p 3/4 DP X 13 -p' 1 -0 3/4 DP X 13 1-0 24” x 24" x 12" CONC. PAD WIDE RECESS HB HB WIDE RECESS HB � „ S3 S3 WIDE RECESS S3 W/ NO. 5 REBAR AT 6" TYP S3 HB O.C. E.W. BOT. TYP 3'-0 3 -4' 3 -0 3 -0 8 -0 3 -0 3'-4" 3'-0' '-4" 8'-0" '-8" 3'-4" 5'-8" 5'-8" 3'-4' '-8" 8'-0" '-4' , 4„ 3,_2„ 31_0„ 8,_p„ 3,_p„ , p„ 3,_4„ 3,_p„ 8,_p„ 3,_p„ 3,_p„ 8,_p„ 1 THICKEN EDGE TO 8" 6 T-4" 14'-0" " 8' 11 T-4" 14'-0" 7'-4" 8" 14'-0" 71411811 4° 13'-0" 10'-4" 1'-4" 10'-4" 13'-0" 4" 14'-0„ 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209' MIRROR 25'-4" UNIT'1415' MIRROR 25'-4" UNIT'1415' 21'-4" UNIT'1210' 21'-4" UNIT'1209' 136'-0" u IN NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 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. ELEV. (-) 0'-3 1/2" THICKEN EDGE TO 8" (TYP i�-AT COVERED PORCH) 30" x 30" x 12" CONC. PAD W/ NO. S REBAR AT r 6" O.C. E.W. (TYP AT .' y. COV. PORCH) J S6 ELEV. AT 0'-0" 8" MIN. ABV. GRADE TYF • 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 in BORACARE TREATED LUMBER IS AN -cMn co 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. ,�— �� . .\AF ELEV. ELEV. ELEV.0'-31/2" �(-) 0'-31/2" (-) 0'-3 1 /2" 7 8 (-) 0'-3 1/2" 8 (-) 0'-31 /2" (-) 0'-3 1/2" (-) x _ UU U� A16 A18'' N� A17' �� a� aao h� a� a� n-� a 6 PLEX -FOUNDATION PLAN THICKEN EDGE TO 8" NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ❑ =FILLED CELL W/(1) #5 VERTICAL 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS ALL DIMENSIONS ARE TO CENTERLINE OF FILLED CELL ALL DIMENSIONS ARE TO CENTERLINE OF FILLED CELL 6 PLEX - FIRST FLOOR FILLED CELL PLAN 1/811 /8" = 1'-0„ co it F: L U o N p w¢ <O wa Fr0 _ F- wUOU ow w z w N In �cf) CD Xm� v OZ ¢ �z o H0E-W Z z � =Z) aid w w ui _ 55 wOoaI- C9v) w 0 0 0 Z ?� ozNUw >-Q=C92 w ca W(zoJ a. �Q =a. C0111 WF-» =T to co F -F- d Rp O � u ,� m~ o opo ) �P4 c? ° rn � C W 0WW uj W0E- F-~Lu w� w J w -2W' C7 W W. =) 0s�Vnu.88LL 10 FF<- w ZOW0052Z C� �Oa>z o�zLL0,0 0 z J`t w -WZ �WU❑a LL QO¢ QF -O gwflQ Q LL QF- Q LL O Z O N 0 O to to U) co Da. L ~ > L cu F- d' ti Q c ~ Z J � W CD LU W L J � o00 T r r LO 0 � � O0) cD O O 4r' O CD 0 0 C r 0 •L > r N M r � Z Z 0 acn . WU0,�o Q W F -0 a H zW2a LuF-W =m== C7 Z Z'= H �¢W� z j� 0_zzLL w O<�Z a Q LDzU) Z f- 0 z ~ U C) a a O U z A2 w 2 0W > r 1 LAST PLOT DATE o 11/11/2010 O 6 PLEX A ST FLOOR FILLED CELL PLAN 13'-4" 1'-4" 10'-8" TIE BEP T 9'-4" mo W Ha 7 0 25'-4" UNIT'1415' 12'-0" UNIT'1415' 21'-4" UNIT'1210' 9'-8" 11'-8" 618 SQ. FT. SECOND FLOOR LIVING = 823 SQ. FT. TOTAL LIVING SQ FT = 5'-0" 6"_g"" �1'-0" 5,_a" 5r_er 5'-10" SQ. FT. 1'-4" Orr 1 1_8x1 1 1.4x1 GARAGE = 271 SQ. FT. TOTAL SQ FT = 1823 m� • 25'-4" UNIT'1415' 21'-4" UNIT'1210' m w 0 FOYER I A po w Lu - 0- w xw-» xx m(n F- FOYER w r� 7 - FOYER wo H0 L- A N - ?a �o WDR TIE BM �b V rn m S6 TIE BM AT 91-4" z F- AT 9'-4" m PIWDR Z m� w Z Q (jJ U womUr a X_j�0�O�LLO8LL_j0 ��o o"o�oomO� 44 ~ ~ po Z Q I O TIE BM Co = O TIE BM 00 Lu Z Q TIE BM ------ r_� 00 PORCH I (° �t 2h 10" _ 10'-6" m I w S6 GREAT I o ROOM I z Q ihTIE BM AT 9'-4" I m- w I Z Q DINING - zo I KITCHEN ENTRY M 51.6" 3. L®j E GARAGE I m I ---Fob Zal TIE BM AT 9'4" 8 21'-4" UNIT'1209' 1. 9.-rprr 11'-81, r_On 511-8rr 1'4" %7■lni:g:l Lyil IL® m _. UNIT'1415' FIRST FLOOR LIVING = 618 SQ. FT. SECOND FLOOR LIVING = 823 SQ. FT. TOTAL LIVING SQ FT = 1441 SQ, FT. OPEN 58 SQ. FT. REAR PORCH = SLA: SQ. FT. GARAGE = 271 SQ. FT. TOTAL SQ FT = 1823 FT. • 25'-4" UNIT'1415' 21'-4" UNIT'1210' m �a 0 FOYER I A m` w Lu - 0- w xw-» xx m(n F- FOYER w r� 7 - FOYER wo H0 L- A N - --J �o WDR - �b V rn m S6 ,4 0 00 it, N PWD z F- I PIWDR Z Q 36 Z Q (jJ U womUr a X_j�0�O�LLO8LL_j0 ��o o"o�oomO� 44 ~ ~ (nWaWF5WW WFfALLW<:) Z Q I O TIE BM Co = O TIE BM 00 Lu ` o TIE BM °° " TIE BM I M p r x AT 9'-4" W �� o I I � �►. IIII■tm AT 9'-4" �� L®j E GARAGE I m I ---Fob Zal TIE BM AT 9'4" 8 21'-4" UNIT'1209' 1. 9.-rprr 11'-81, r_On 511-8rr 1'4" %7■lni:g:l Lyil IL® m _. 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. 136'-0" WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ (2) 1X PT FURRING STRIPS, p p 3/4" INSUL BOARD AND 1/2" GYP ] p 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES ❑ p 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 O = 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. OPEN 58 SQ. FT. REAR PORCH = SLA: SQ. FT. GARAGE = 271 SQ. FT. TOTAL SQ FT = 1823 FT. • 25'-4" UNIT'1415' 21'-4" UNIT'1210' m �a 0 FOYER I A m` w Lu - 0- w xw-» xx m(n F- FOYER w r� 7 - FOYER wo H0 L- A N - --J �o WDR - �b V rn m S6 ,4 0 00 it, N PWD z F- I PIWDR Z Q 36 Z Q (jJ U womUr a X_j�0�O�LLO8LL_j0 ��o o"o�oomO� 44 ~ ~ (nWaWF5WW WFfALLW<:) Z Q 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. 136'-0" WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ (2) 1X PT FURRING STRIPS, p p 3/4" INSUL BOARD AND 1/2" GYP ] p 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES ❑ p 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 O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: UNIT'1415' FIRST FLOOR LIVING = 618 SQ. FT. SECOND FLOOR LIVING = 823 SQ. FT. TOTAL LIVING SQ FT = 1441 SQ, FT. FRONT ENTRY = 58 SQ. FT. REAR PORCH = 53 SQ. FT. GARAGE = 271 SQ. FT. TOTAL SQ FT = 1823 FT. SQUARE FOOTAGE: UNIT'1209' FIRST FLOOR LIVING = 552 SQ. FT. SECOND FLOOR LIVING = 738 SQ. FT. TOTAL LIVING SQ FT = 1290 SQ. FT. FRONT ENTRY = 33 SQ. FT. REAR PORCH = 52 SQ. FT. GARAGE = 288 SQ.FT. TOTAL SQ FT = 1663 SQ.FT. SQUARE FOOTAGE: UNIT'1210' FIRST FLOOR LIVING = 509 SQ. FT. SECOND FLOOR LIVING = 709 SQ. FT. TOTAL LIVING SQ FT = 1218 SQ. FT. FRONT ENTRY = 33 SQ. FT. REAR PORCH = 52 SQ. FT. GARAGE = 288 SQ. FT. TOTAL SQ FT = 1591 SQ. FT. 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209' MIRROR 25'-4" UNIT'1415' MIRROR ------------------- 11-8" 9'-8" 11'-8" 9'-8" 12'-0" 13'-4" T-4" Lil 11'-4" 7'-4" 1 Ul 6'-8" 11 5'-0" l 1'_4x1 10'4" 1 1_4x1 1'4" TIE BM TIE BM AT 9'-4" 00° AT 9'-4" TIE BM TIE BM TIE BM m s F= m AT 9'-4" AT 9'-4" AT 9'-4" LuLu o z Q o m = OPEN TIE BM OPEN F m rn o SLAB z a AT 9'-4" SLAB z a p F' m = o Z Q o ui , I L V . _ r N _ — p OO_ N — O� Z a COq' c N o 2'-2'1 I PORCH I co o COV. PORCH I PORCH o II me o�I DINING w o KIT m o�I DINING w o I M KIT p w o S6 z ¢ z a F- H GREAT :- TIE BM TIE BM z a ROOM AT 9'-4'" AT 9'-4'" TIE BM m� m s AT 9'-4" w°Q p _ a z — F - GREAT ROOM B GREAT ROOM B PWD z a DINING S6 S6 M A I N wQ a0 co r wdiR iRo A m � S3 Ow 2-1 S3 LU 9' -Orr x_8,1 81.0x1 1.4x1 6x_6" 3x_0" 8'-0" 3'-011 V-�4' 3'-0" 8'-0" I TIE BEAM 1"_4"" co I A AT 9'-4" 10'-4" 13'-0" 7'-4" 14'-0" m e 25'-4" UNIT'1415' 21'-4" UNIT'1210' m t 0 FOYER I A m` w Lu - 0- w xw-» xx m(n F- FOYER w r� 7 - FOYER wo H0 L- A N - --J �o WDR - �b V rn m S6 ,4 0 00 it, N PWD z F- I PIWDR Z Q 36 Z Q (jJ U womUr a X_j�0�O�LLO8LL_j0 ��o o"o�oomO� 44 ~ ~ (nWaWF5WW WFfALLW<:) Z Q I O TIE BM Co = O TIE BM 00 Lu ` o TIE BM °° " TIE BM I M p r x AT 9'-4" W �� o I I cu d' AT 9'-4" F- 1�- Q c� I AT 9'-4" m= J I p o AT 91-411 m W JLo r me Lu zQ mc wo za wo o r 0 r za wo e ct F- O O e oo F-JUEI�TF�Y O r ~ 000 ~ �___ r ENTRY' _ —----_a Z - - - - ~ EN _ _ .L O O O M — r. - r N M I z Z z GARAGE m o I GARAGE .t..l WF- m w GARAGE I -(�p GARAGE 11 w P - w r- ~la F- z=fix= �z�5 I H �QW� o I W 6 PLEX - 1 ST FLOOR PLAN 1/811 /8" = 1'-0" S3 3'-" 3141 3'-8" Orr 0 4 T-4" 14'-0" T-4" ROR 21'-4" UNIT'1209' MIRROR KITCHEN m zF- a _ TIE BM I ENTRY = t AT 9'-4" I 5'-7" 4'-9" I c� VIII m in LU 8'-011 ".g"" 9"_0"" h 1'-4"� TIE BM 13'-0" 10'-4" e AT 91-41' 2'-0" 25'-4" UNIT'1415' MIRROR HV Qo A N wQ a0 co r wdiR iRo A m � S3 Ow 2-1 S3 LU 9' -Orr x_8,1 81.0x1 1.4x1 6x_6" 3x_0" 8'-0" 3'-011 V-�4' 3'-0" 8'-0" 6' 0" 8'_p" 3x_011 TIE BEAM 1"_4"" 4"" 6' 4"" 8' OQ* °_ AT 9'-4" 10'-4" 13'-0" 7'-4" 14'-0" 7'-4"1 14'-0" 14'-0" 25'-4" UNIT'1415' 21'-4" UNIT'1210' wr 21'-4" UNIT'1209 21'-4" UNIT '1209 M 0 wom w 136'-0" w Lu - 0- w xw-» xx m(n F- 7 8 �o 8 m� 0 m� A16 A18 A17 ¢ LU H Q E H 4w V rn m ,4 0 00 it, N m o o m Iw--¢ w uj pa 6 PLEX - 1 ST FLOOR PLAN 1/811 /8" = 1'-0" S3 3'-" 3141 3'-8" Orr 0 4 T-4" 14'-0" T-4" ROR 21'-4" UNIT'1209' MIRROR KITCHEN m zF- a _ TIE BM I ENTRY = t AT 9'-4" I 5'-7" 4'-9" I c� VIII m in LU 8'-011 ".g"" 9"_0"" h 1'-4"� TIE BM 13'-0" 10'-4" e AT 91-41' 2'-0" 25'-4" UNIT'1415' MIRROR HV Qo L N wQ a0 co O o wdiR iRo = V_ wO�J �UwZ Ow 2-1 Lo `- WZw— N� 0 =mF_ v- C/) wo co Lo -OOz OQ* °_ �z zO°q h°F=w w �z a Z UU.. D Lu cn � w W LLZ � w°Noz F- 0 wom w mzF_ wFox°a �_° w Lu - 0- w xw-» xx m(n F- E o 4w V rn m ,4 0 00 it, N o m w aLa J W �O a W z (jJ U womUr a X_j�0�O�LLO8LL_j0 ��o o"o�oomO� 44 ~ ~ (nWaWF5WW WFfALLW<:) U)LL Z a<�Ogl-�ZgWW62QQ < OQ F3 Q�U O i O z N M p CL LL T7 cu d' F- 1�- Q c� J Z (1) Lu Lo W JLo r o r 0 r 0 r O O O O r M 000 r C .L O O O M � r N M z Z z WUr_O www .t..l WF- Uo>a Od=Q ZWF--w ~'m00 z=fix= �z�5 H �QW� zR W CLzzti O��Z a Z (nZZ a ...� z o U of a a m A3 O w 2 Wo x \1-0 Lo LAST PLOT DATE o O r"� 11/11/2010 0 6 PLEX - 1ST H FLOOR PLAN T.O.P. AT 18'-8" ri OQ f.O.P. AT 18 w 21'-4" UNIT'1210' 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21',4°'UNIT'1209' MIRROR25'-4" UNIT1415' MIRROR N o W� 1$'-4" 7'-0" T.O.P. ~ a M AT 18'-8" Nw o❑ OI -OOz S6 me 3'-0" 3'-8" 4'-2" 5'-6" 5'-$" 5'-8" 4'-6" 5'-2" 5'-8" 6'-0" w 5'-2" 4'-6" 5'-$" 5'-8" 5'-2" 4'-6" 3'-8" 3'-0" 7 � Q A16 N r 4.. 4' 4" �, xw—» xx _❑�:mU F- F- Q J � aD S6 _ I is M 4' BATH " cl M M ifl BATH M. M" cD BATH eo BATH I:. :. w °r° M ` 7� 1M MASTER SUITE m 50 C II p Q I W.I.C. T.O.P. WIC MASTER SUITE MASTER SUITE WIC I AT 18'-8" WIC N AT 18'-8" c B m °o° MASTER SUITE I M. L J MASTER SUITE MASTER SUITE I m � S6 -�� p ¢ — h BATH BATH IL J CD f.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" & $0" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. T.O.P. T.O.P� T.O.P. r� TOP � T.O.P. T.O.P. AT 18'-8!1/ AT 1$'-8 AT 18 -8 AT 18 -8 AT 18'-8" C C �60 b �� mC�O w w A18 � a A17 � a �.,'_', ,,,, 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) _00 W F- d T.O.P. AT 18' 264" UNIT'1415' w 21'-4" UNIT'1210' 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21',4°'UNIT'1209' MIRROR25'-4" UNIT1415' MIRROR mCD o W� 1$'-4" 7'-0" T.O.P. ~ a .- AT 18'-8" Nw o❑ OI -OOz 8Q me 3'-0" 3'-8" 4'-2" 5'-6" 5'-$" 5'-8" 4'-6" 5'-2" 5'-8" 6'-0" w 5'-2" 4'-6" 5'-$" 5'-8" 5'-2" 4'-6" 3'-8" 3'-0" 7 � Q A16 4,. GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & $0" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. T.O.P. T.O.P� T.O.P. r� TOP � T.O.P. T.O.P. AT 18'-8!1/ AT 1$'-8 AT 18 -8 AT 18 -8 AT 18'-8" C C �60 b �� mC�O w w A18 � a A17 � a �.,'_', ,,,, 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) _00 W F- d T.O.P. AT 18' 264" UNIT'1415' w 21'-4" UNIT'1210' 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21',4°'UNIT'1209' MIRROR25'-4" UNIT1415' MIRROR J o jIL 20Oj 1$'-4" 7'-0" 9'-$" 11'-$" 9'-8" 11' -$" 11'-8" 9'-8" 111-81' 9'-8"/ 7 -0 181-4-1 .- N r Nw o❑ OI -OOz OZ LL ❑ 12'-3" 3'-0" 3'-8" 4'-2" 5'-6" 5'-$" 5'-8" 4'-6" 5'-2" 5'-8" 6'-0" 6'-0" 5'-$" 5'-2" 4'-6" 5'-$" 5'-8" 5'-2" 4'-6" 3'-8" 3'-0" 12'-3" 6'-1" 0 UZNUu.I y- >- < W 0 m 4H 4,. 4.. 4' 4" �, xw—» xx _❑�:mU F- F- ¢ J M S6 _ I is M 4' BATH " cl M M ifl BATH M. M" cD BATH eo BATH I:. :. w °r° ` 7� 1M MASTER SUITE m 50 ~ a T.O.P. II p Q I W.I.C. T.O.P. WIC MASTER SUITE MASTER SUITE WIC I AT 18'-8" WIC AT 18'-8" c B m °o° MASTER SUITE I M. L J MASTER SUITE MASTER SUITE I m � S6 -�� p ¢ — h BATH BATH IL J —� II II ® �Q ® (D BLo I H B#2HII W Lu _ I #2H e PJBA QB,I" (BEDROOM o 0 o — — --- I El UTILITY UTILITY I #2 I II u o B' 11 e B m m m S6 F_C. S6 i w� ~ aT.O.P. ~ T.O.P. T.O.P. `� T.O.P. BATH #2 AT 1$'-8" AT 18'-$" AT 18'-8" _ AT 18'-8" BATH °P UTILITY ao BED BED 2 `obo B BED � bo -- i w I w H ROOM ROOM W S6 ROOM w -- BEDROOM #3 I I-- ¢ ~ a #2 BEDROOM #3 BEDROOM #3 #2 ~ ¢ BEDROOM #3 #2 ~ ¢ BEDROOM #3 Q �`u~ J I I I I I BATH #2 I I I I I I BEDROOM #2 I I BEDROOM #2 I I I I I I I I I I I I I I 1---------J I---- ---- ---- ——J----------� 6'-2" 6-2" 6'-8" 6'-4" 1 T-6" 7'-2" 6-10" 3' T-6" 7,_0" T-0" T-0" T-0" T-6" L T-6" T-0" T-0" T-6" 3'-6" 6'-4" 6'-8" 6'-2" 6'-2" 4!-f3'_6" 4" 4" 0 " 4 )131-0" 12'-4" 13'-0" 7'-4" 14'-0" T-4" 14'-0" 14'-0" 7'-4" 14'-0" T-4" 12'-4" 40 oN'� cNo 25'-4" UNIT'1415' 21'-4" UNIT'1210' 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209' MIRROR 25'-4" UNIT'1415' MIRROR O O O 136'-0" 7 r 8 A16 �� A18 C? mCD w F- 1= a T.O.P. AT 18'-8" 6 PLEX - 2ND FLOOR PLAN 1/811 _ 1 1-6n W50 co mm 1 1-Q W� W� T.O.P. T.O.P. N ¢ T.O.P. ~ a T.O.P. AT 18'-$" AT 18'-8" AT 18'-8" AT 18'-8" QUARE 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. I SQUARE FOOTAGE: UNIT'1210' I AT 18'-8" 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. 8D M w J o jIL 20Oj S6 SOU_jU 0w .- N r Nw o❑ OI -OOz OZ LL ❑ C w LL�W� U) WLLo❑H Z� w❑00Z F- 0 UZNUu.I y- >- < W 0 m 4H -; �0~❑J LL❑ :c a ao �, xw—» xx _❑�:mU F- F- ¢ ............... M N LL E o CD O C0 C) eo T.O.P. AT 18'-8" w w¢¢O o jIL 20Oj zp SOU_jU 0w .- Wzw� =mLLF Nw o❑ OI -OOz OZ LL ❑ �z w LL�W� U) WLLo❑H Z� w❑00Z F- 0 UZNUu.I y- >- < W 0 m 4H -; �0~❑J LL❑ :c a W an m W w xw—» xx _❑�:mU F- F- ¢ ............... LL E o O C0 C) U.) � a cp,m aim clams ri t\ o a� cu c) 5 inn W Lu LLI fn w [) F - Q ¢¢~ z a�X��O W(nLLO$LL-O Q Q V H ~ CJ =t�0x�Ow'wgzmsa��`l vaiwaawcnwww5)wx<81-1 0 Z I°d8wydgzwzowc�aomCD w yrs gWfll a Oa 0 0 0�Qw Z 04 CV LD N O M p 1` d. LL r > i co Ca � I` Q �`u~ J Z ZLU W 1j Lo o 0 0 N. oN'� cNo O O O O r^ '` 0 0 0 M � r N � Z ? O ^ L ) uJ 0 wS2 (w) > W 'sa [-� Oaxa zWF- w Lu =�-xx Z �Z�5 �QW� o >ILZU) W CLzz� Q aa F- _3Z z =¢o Z ~ U O J a A4 0 U 2 O W U)x 1 r-'1 LAST PLOT DATE o O 11/11/2010 0 6 PLEX - 2ND �.� �] FLOOR PLAN 25 SH HD AT B' O 1'-11" ARCH ABV - T -8" TO 8"-4 CMU COL. W/ (3) - NO. 5'S VERT,. TOP AT 9'-4" A.F.F., HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS M (3) PT 2X12 STRINGERS M 2X4 PT BTM PLATE ° A ° a PT 2X4 TOE KICK STAIR SECTION 1/291 = 1'-0" /-u 1V u -IT q OF WALL SLOPE CLG q OF WALL STAIR SECTION 1/211 = 1'-0" LINE OF ROOF BELOW I I ----------i--� � I I SQ. FT. SECOND FLOOR LIVING = I 3050 SH � I SQ. FT. FRONT ENTRY = 58 EGRESS I ( 60X42 PREFAB. GARAGE= 271 HD AT T-1" TOTAL SQ FT = I SHWR PAN z W I O j I SHWR HD & VALVE a W Lu != a. 0111 xw-❑' xx 3050 SH ea TEMP 0 GLASS SHWR � u HD AT T-1" ABV O cc °) ENCLOSURE 0 to t�14 rn gg� 2ND FIN FLR 3050 SH a� AT T-1" W W W IHD (' Q Q U B = Q O Z B U) W Lu o� o�zg¢ LLa o FQLL it O p5S a� c CONT. RAILING v > U) c 11'-10" TF 5'-4" 3'-7" )4'-l" > L: r" TBw 6" Q `v ~ Z (D MASTER W L JLO J T_ I BATH za MASTER SUITE 8'-0" CLG Y m 0 I 11'-6" X 17'-10" 8'-0" CLG FLR FIN � LINE I A 6 6 0° d) O 6 � O M 6" WALL 2468 Mc c O � O ENT DRYER VENT - r I I ° °O = N HANSEN BOX D W o N o O o W/S ABV D. CAP I > r N AT 51 -8f' -------ALL W/ 3050 SH io r 2 2 42" H. RAKE) HD AT T-1" FLR FIN -= J •.� z B wW 4'-5" 4'-11" LINE 3'-4" 3'-71/2" 9'-01/2' A ❑ U�— ° H 2668 5 42" HIGH WALL N 668 A16 W/ WD. CAP `t 3068 BF N in = _ " „ Z i �z�� VENTING GRILL R&S \ / 22 1 /2" X 36 WALL / \ I� w O R&S LR&i 266 CIESS JEFATH Q.4u- O is 3068 BF Vmzcn u� Q Z FLR FIN �Qz #2LINE Q o '-0" CLG J a LINE B TP „ �I�, BED #3 12'-4" X 10'-2" c 8'-0" CLG 12'-8" 3050 SH I EGRESS I HD AQT 7'-1" � I � LINE OF ROOF BELOW u rl R&S 00 co Co v❑ (2) 2668 BF co N T-7 1/2" L 2'-4" BED #2 11'-10" X 10'-0" 8'-0" CLG UNIT '1415' - 1ST FLOOR PLAN UNIT '1415' - 2ND FLOOR PLAN 1/411 /4" = 1 1-011 1499 4" = 1 1-011 3050 SH EGRESS HD AT 7'-1" B OF WALL 6'-8 1/2" o I 11 q OF WALL GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ (2) 1X PT FURRING STRIPS, 013/4" INSUL BOARD AND 1/2" GYP 1113 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES - 131 8" CMU NON-BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 114 GYP. p = FILLED CELL W/(1) #5 VERTICAL W = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: UNIT'1415' FIRST FLOOR LIVING = 618 SQ. FT. SECOND FLOOR LIVING = 823 SQ. FT. TOTAL LIVING SQ FT = 1441 SQ. FT. FRONT ENTRY = 58 SQ. FT. REAR PORCH = 53 SQ. FT. GARAGE= 271 SQ. FT. TOTAL SQ FT = 1823 SQ. FT. OPENING MARK UNIT'1415' DESIGN PRESSURES (PSF)-120 mph POSITIVE NEGATIVE A 33.51 -44.05 <9> 33.99 -36.96 C 31.16 -39.23 D 33.35 -43.74 E 30.78 -34.83 t> 33.83 -44.67 STAIR DATA STAIR N W <Q Z U ]SE MARK RISERS TREADS LANDINGS gW `- A NWZWZ 17 AT 7 1/2" 15 AT 9 1/2" 1 ozsm N W <Q Z U O N Wd�o � UOU gW `- W x NWZWZ o 00 I- _ Mu. -w O❑ z Q0Za a 0 o rt ❑�WJaZ � z W W❑o0z Z_ UZNULLI ?y -<Lu0MQLU wUF_Es_1 Q❑ a W Lu != a. 0111 xw-❑' xx ea 0 � u O cc °) 0 to t�14 rn gg� ci t' t� , a� W W W ALLI ( WQH w~a w _3 � Yz . z W5--�O w�LLUOLO (' Q Q U '0ox z0E,0z20c'i = Q O Z dow wwCL UJ W W WfA�x<0 J �¢ada. ':c 0w � wzOwUa U) W Lu o� o�zg¢ LLa o FQLL it O Z N a� c > U) c O CL IL T7 > L: r" F—' N ti Q `v ~ Z (D W LO V W L JLO J T_ o 0 0 C) d) O 6 � O M C:) C) c O O O r ° o N o O o > r N c6 r � Z Z O •.� wW W> o •ri � W U�— ° H �°OLu2 Q zW� wF-w in = _ Z i �z�� H w O W Q.4u- O Q12Z Vmzcn Q Z �Qz Q o J a o: A5 O U W 2 Wo x 1_-0 ul) 1 LAST PLOT DATE o r-11 11/11/2010 -1.1 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 N r- io PT 2X12 STRINGERS M —2X4 PT BTM PLATE1H M .T ° .< PT 2X4 TOE KICK 4' STAIR SECTION 1/211 /2" 1 1-011 Y_ OF WALL NOTE: 8 SEE SHEET S -11C FOR All LINTEL CALLOUTS & DETAILS 42" X 42" 13 06 1D 0 1 4"� ENTRY 4'-8" X 7'-0" 131 1 ARCH ABV 7'-8" TIO 8'4" 6" BRIG WALL 20 MIN FIRE / RATED DR--\ 1" nincinir � STAIR SECTION 'i OF WALL M WH L N 4' I INSULATED 4-1 WALL ((2) 2X4 P.T. BUC L — — — �IVI LTW 12 AT TOP AND USP LTS19 SLOPE CLG [ AT BOTT INSULATED / GARAGE BRIG WALL, ALIGN STUDS 13'-0" X 20'-0" BELOW EACH TRUSS ABV. LINE OF GARAGE IN — — FOPEN POSTION 1 LINE OF FLOOR ABV I I 1 � I OF WALL :1 UNIT '1209' 1 ST FLOOR PLAN 1/411 /4" = 1'-0" 1/299 /2" = 1'-0" q OF WALL S3 10" X 10" VENTING GRILL CONT. RAILING (2 2X4 P.T. BUC LTW12 AT TOP AND USP LTS19 AT BOTT S3 i OF WALL III HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 1" Nn.qINr�1/2" NOTE: SEE SHEET ST FOR MORE DETAILS STAIR SECTION 1/211 /2" = 1'-0" I OPEN SLAB A/C PAD LINE 1 9'-8" X 2'-0" ARCH ABV 738 1313 COV. PORCH a — 1�� d°o 1 9'-41" X 3'-4" PED SINK I 1 411 6068 SGD 1 HB BATH SQ. FT. ov o 0r 8'-0" CLG -GLASS SHWR TOTAL SQ FT = I IDINING „ 1 9'-4" CLG ao FOYER 11"",, W/ 0 RANGE I j HOOD 4 11 O 9'-4" CLG ( ' t 5'-6" 15'-10" 134 1/2" HIGH KNEE 3 A17 4 13 WALL W/ EXTENDED I COUNTERTOP " I DW Al2 REF I Nr - W I Iu 1 (3) 2X4 P.T. BUC W/ USP `7 1 LTW12 AT TOP AND USP KITCHEN 9'-4" CLG 8'-0" CLG �I�a�l I LTS19 AT BOTT 1 F FLR FIN N LINE BRG :WAL 15-0 X 12-0 8'-0” CLG 1 I„• 13'-4 3/4" 3'-9 1/4" -3- 3'-5 1/211 '- 1 / " 4'-3" TP LT 10" 1 I 4° 1'-10" UP "' ❑A 1 2 3 4 5 R&S �\ �G8" WALL LINE �- R&S GREAT 13924XROOM n 13 06 1D 0 1 4"� ENTRY 4'-8" X 7'-0" 131 1 ARCH ABV 7'-8" TIO 8'4" 6" BRIG WALL 20 MIN FIRE / RATED DR--\ 1" nincinir � STAIR SECTION 'i OF WALL M WH L N 4' I INSULATED 4-1 WALL ((2) 2X4 P.T. BUC L — — — �IVI LTW 12 AT TOP AND USP LTS19 SLOPE CLG [ AT BOTT INSULATED / GARAGE BRIG WALL, ALIGN STUDS 13'-0" X 20'-0" BELOW EACH TRUSS ABV. LINE OF GARAGE IN — — FOPEN POSTION 1 LINE OF FLOOR ABV I I 1 � I OF WALL :1 UNIT '1209' 1 ST FLOOR PLAN 1/411 /4" = 1'-0" 1/299 /2" = 1'-0" q OF WALL S3 10" X 10" VENTING GRILL CONT. RAILING (2 2X4 P.T. BUC LTW12 AT TOP AND USP LTS19 AT BOTT S3 i OF WALL III HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 1" Nn.qINr�1/2" NOTE: SEE SHEET ST FOR MORE DETAILS STAIR SECTION 1/211 /2" = 1'-0" I FLR FIN FIRST FLOOR LIVING = LINE SQ. FT. ARCH ABV 738 T-4" TO 8"-0" — 1�� d°o A17- 17 I PED SINK I PWDR Ts 1 BATH SQ. FT. 9'-4" CLG o� I 8'-0" CLG -GLASS SHWR TOTAL SQ FT = 2868 , FOYER TP %� 9'-4" CLG ( ' 13 06 1D 0 1 4"� ENTRY 4'-8" X 7'-0" 131 1 ARCH ABV 7'-8" TIO 8'4" 6" BRIG WALL 20 MIN FIRE / RATED DR--\ 1" nincinir � STAIR SECTION 'i OF WALL M WH L N 4' I INSULATED 4-1 WALL ((2) 2X4 P.T. BUC L — — — �IVI LTW 12 AT TOP AND USP LTS19 SLOPE CLG [ AT BOTT INSULATED / GARAGE BRIG WALL, ALIGN STUDS 13'-0" X 20'-0" BELOW EACH TRUSS ABV. LINE OF GARAGE IN — — FOPEN POSTION 1 LINE OF FLOOR ABV I I 1 � I OF WALL :1 UNIT '1209' 1 ST FLOOR PLAN 1/411 /4" = 1'-0" 1/299 /2" = 1'-0" q OF WALL S3 10" X 10" VENTING GRILL CONT. RAILING (2 2X4 P.T. BUC LTW12 AT TOP AND USP LTS19 AT BOTT S3 i OF WALL III HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 1" Nn.qINr�1/2" NOTE: SEE SHEET ST FOR MORE DETAILS STAIR SECTION 1/211 /2" = 1'-0" I � 2040 SH FIRST FLOOR LIVING = A17 TEMP SQ. FT. HD AT 7'-1" SHOWER HEAD 738 t> & VALVE TOTAL LIVING SQ FT = H TP 24 (3) 2X4 W/ (2) (2) 3050 EGRESS AT SQ. FT. GLS USP HTW2 TOP AND USP HD AT 7'-1" OPT DBL. DR I 17 MSAM36 AT G O BOWL AT SINK I 5 A17 SQ. FT. 1 o ® MASTER TB -60X42 PREFAB. BATH SHWR PAN 288 8'-0" CLG -GLASS SHWR TOTAL SQ FT = 1 ENCLOSURE CONT— 32.47 -35.44 2668 BF t 5'-6" 15'-10" BATH #2 o� 4 6 RAILING 1 I Nr - W I '' MASTER SUITE 8'-0" CLG �I�a�l M All 15-0 X 12-0 8'-0” CLG 1 I„• N J TP LT 2668 FLR FII R&S �\ �G8" WALL \ 1 9'-8" X 10'-8" 1 8'-0" CLG I m :x] X4 W/ (2) USP H W20 AT TOP AND USP MSTCM40 AT BOTT 3050 SH In w -w EGRESS HD AT T-1" 1 O I 1 1 I 11 8 I A17 1 I 1 i OF WALL 111 3'-3" BED #3 10'-4" X 10'-5" 8'-0" CLG 3050 SH EGRESS HD AT 7'-1" O i OF WALL I I I I --------------------- 7--LINE --------- LINE OF ROOF BELOW UNIT'1209' - 2ND FLOOR PLAN 1/419 = 1 1-091 'i OF WALL 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 13 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 113 8" CMU 11 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 IN = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: UNIT'1209' FIRST FLOOR LIVING = I SQ. FT. SECOND FLOOR LIVING = 738 SQ. FT, TOTAL LIVING SQ FT = v a m. SQ. FT. cC N 33 SQ. FT. REAR PORCH = 52 SQ. FT. GARAGE = 288 _ SQ. FT. TOTAL SQ FT = 1663 CONT— 32.47 -35.44 t BATH #2 6 RAILING 8'-0" CLG c,) All TP 2668 FLR FII LINE �- R&S 17 7 — --- —Go \/ 060 i I (2) 2668 BF in AHU G W/S ABV- AT 5'-8" VENT— SBOX— 73'410 V-10" T-8" IBED #2 coI N \ 1 9'-8" X 10'-8" 1 8'-0" CLG I m :x] X4 W/ (2) USP H W20 AT TOP AND USP MSTCM40 AT BOTT 3050 SH In w -w EGRESS HD AT T-1" 1 O I 1 1 I 11 8 I A17 1 I 1 i OF WALL 111 3'-3" BED #3 10'-4" X 10'-5" 8'-0" CLG 3050 SH EGRESS HD AT 7'-1" O i OF WALL I I I I --------------------- 7--LINE --------- LINE OF ROOF BELOW UNIT'1209' - 2ND FLOOR PLAN 1/419 = 1 1-091 'i OF WALL 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 13 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 113 8" CMU 11 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 IN = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: UNIT'1209' FIRST FLOOR LIVING = 552 SQ. FT. SECOND FLOOR LIVING = 738 SQ. FT, TOTAL LIVING SQ FT = 1290 SQ. FT. FRONT ENTRY = 33 SQ. FT. REAR PORCH = 52 SQ. FT. GARAGE = 288 _ SQ. FT. TOTAL SQ FT = 1663 SQ. FT. OPENING MARK UNIT'1209' DESIGN PRESSURES (PSF)-120 mph POSITIVE NEGATIVE A 33.83 -36.80 B 31.86 -34.84 G 30.78 -34.83 D 34.97 -37.94 <9> 33.35 -36.32 F 34.97 -37.94 <9> 32.47 -35.44 STAIR DATA STAIR TOTAL. MARK RISERS 117 TREADS LANDINGS RISE A AT 7 1/2" 114 AT 9 1/2" 1 2 1 10'-8" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS 1" NOSING N ti (3) PT 2X12 STRINGERS PT BTM PLATE 77 -7--- --�- -7';=7--. --- ---._ PT 2X4 TOE KICK 4 4 3 STAIR SECTION 1/211 = 11-011 q OF WALL HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS 1" NOSING N ti MI II I I I M o 'A STAIR SECTION 1/219 /2" = 1'-0" q OF WALL q OF WALL UNIT '1210' - 1ST FLOOR PLAN 1/411 = 1'-0" q OF WALL OPT DBL. BOWL AT SINK i HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.5.2 NOTE: SEE SHEET ST FOR MORE DETAILS STAIR SECTION 1/211 /2" = 1'-0" OF 9- OF WALL WALL HEAD ROYAL TRAVIS 59 1/2" X 42" X WITH SKIRT LINE OF ROOF BELOW q OF q OF WALL WALL UNIT'1210' - 2ND FLOOR PLAN 20 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 0 8" CMU W/ (2) 1X PT FURRING STRIPS, 3/4" INSUL BOARD AND 1/2" GYP 113 13 8" CMU W/ (2) 1X PT FURRING STRIPS AND 1/2" GYP, BOTH SIDES 113 -131 8" CMU NON-BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL W = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: UNIT'1210' FIRST FLOOR LIVING = 509 SQ. FT. SECOND FLOOR LIVING = 709 SQ. FT. TOTAL LIVING SQ FT = 1218 SQ. FT. FRONT ENTRY = 33 SQ. FT. REAR PORCH = 52 SQ. FT. GARAGE = 288 SQ. FT. TOTAL SQ FT = 1591 SQ. FT. OPENING MARK UNIT'1210' DESIGN PRESSURES (PSF)-120 mph POSITIVE NEGATIVE A 34.97 -37.94 <9> 31.86 -34.84 <9> 33.35 -36.32 D 30.78 -34.83 <9> 34.32 -37.29 <t> 33.83 -36.80 G 32.47 -35.44 H 34.97 1 -37.94 STAIR DATA STAIR cc,), LU Q Q U J Z 0) TOTAL MARK RISERS TREADS LANDINGS RISE A 04ujcl) 17 AT 7 1/2" 14 AT 9 1/2" 2 10'-8" (1) FV w Lu cc,), LU Q Q U J Z 0) p o N QUJ IL E2 0 D ZQ Lu °LL0 wzLu 2J F_ 04ujcl) U) r 3: 100w oz 0¢ LL F -z a FOU w �Z >0 Z LL 0 UJ w WDopcn C9 fn wpo0Z ZI- UZNUu1 �- >-<Ui02 N uj(9 J w =O0 - J (n Lu Fn Lu O 'S In fn I- H Q 0 V u o U.) m ami �m000 o� (U +°' ami t' a'M a L �� lu W � U o�� u� w0H ¢aXJ(1) cl) o�JF Q F- Ocnp o"Owoocaz ¢0 wwaa mwww6o�W p�a 0 0 i� 0 Z JQQpw ZOwUpa (A � ¢ow o~P 2�1z' ¢ LL ¢ O A ¢ LL !1 O Z o N O Fn ) c) 0 M O r LL P- C ; L Q ca .11 aG cu fes- _ Q �0u~ z (1) W uZ�U �� Li') J r 0 0 0 C, ) 04 04 N 0) W O I O O C O O O O O fir,/^J •L > N M Z Z o W ? 0 [� OazQ M ZwI- I- IX H w =m== Z Z 5 i'Mzw LU tl. 0�2Z Z z LL c) (LZ a Z Z F- 0 U < _j A7 0 w 2 ° w LAST PLOT DATE Cl r 11/11/2010 4-j UNIT'1210' - 1ST & 2ND FLOOR PLAN 2X4 LE 16d Np (BOTT SCHEMATIC DESIGN ONLY TRUSS NOTES: ROOF TRUSS LAYOUT ARE SCHEMATIC DESIGN ONLY. THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC TRUSS LAYOUT AND TRUSS SHOP DRAWINGS MUST BE DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT LAYOUT DRAWINGS OR THE: ENGINEER OF RECORD PRIOR TO CONSTRUCTION. DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". 2. USE RT1 VS 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 FINIAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. 2X4 LEDGER W/ AT 8" O.C. 1'-4") 1ST FLOOR - ROOF FRAMING PLAN 1/811 = 1 1-0 11 F- 0 c ul N w Q Q O p p N wd�❑ zo w00—i w0U.,z Ow �J Lu Z Qw�a � 2mw,0 —00z �Z 0❑_ u- I= -❑1w �Z > Z w u- =) � cn0) �u- Cgtn 2 cui ❑H w❑00Z Z- U Z N U w }Q=C9W h CO Z J �❑ Wim_❑ J a fn ❑ `'S a1 cn F- F- Q 0 u u Lo M y 000 " O r-1 & &� �q N N (05nri y(� Cq cjC, C7 ww p H Vj � p I- Q Z U ¢aXJ�°0�o�LL0 LL Jo �cnp0�'LL-OOmc ¢U 0 0 0 C.f O cOn�a.80wwl- LLW pw� -10 ZW�oz_WZOwUoa 0 z LL ¢0w aF= OYZQ Q LL Q O F a >r O Z N O o �� > 0 M p CL LL7 L > = � F— c� I`- Q cu P - J z N W uZ L U �LO LO 0 0 0 Q0) o� corz. 0 M 0ch 0 000 0 O o>�NM •L Q r •� z Z 0 ui W W �' O w m Z�F- ~m00 w Z Oz�� H �aW� �Zzu- O �zW < O a F- V�zZ a z Z oz (L �a0 U a na A8U O w 2 O �JoW _ �' j/ r r 1 LAST PLOT DATE 11/11/2010 o O 4—► O 6 PLEX — 1 ST FLOOR ROOF FRAMING 2x8 FRAMING FOR LANDING, PER STANDARD DETAILS !2) 2x8"s, E DETAIL GIRDER '4 F09G A9� I--1 2 LANDING - 1210 1/419 /4" = 1 1-011 FRAMING DETAIL - 1210 3/4" = 11-011 TIE BEAM T 9'-4" W hQ S6 W F— Q TIE BEI AT 9'-4" 264" UNIT'1415' TRUSS NOTES: 21'-4" UNIT'1210' �Y 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 A16 m = F15G A18 w lmoo Lu p o 16 6d NAI(LS TO 3/1SCREW6" TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS po H o H- CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN MASONRY WALL z Q Z ¢ z~ ¢ il TIE BM TIE BM TIE BM az AT 9'-4" TIE BM AT 9-4 n AT 9'-4"m = z¢ AT 9'-4" w = M = w °Q Lu 1= w oQ m= p TIE BM z¢ -? H o TIE BM Lu HQ z¢ I~—� z¢ AT 9'-4" AT 9'-4" AT 9'-4" AT 9'4" g AT 9'-4" z¢ AT 9'-4" g 1- AT 9'-4"z z¢ za m = Lu co = Lu m _ w� 00 cQ C13 °p i;� TIE BM ------ TIE BM a I F13 o 1 p o AT 9`-4" I- o I- I Ff8 z Q - IV I 1 1 I I— _ Z¢C13 m = J F13F1 2A ao w_ _� TOP AT 10'-5" 11`132M" ,z-" F12 F05 B RG o N� C �0 F12 O F05 — WALL ---- C06 I F12 2 QpY�w 2 2 F04 I z I— F13 1 C16) 6d NAILS TO F23B I I F23B I Foo :41 N O �'p9' (3) 2X4P.T.BUC BEARII F23A ° 1 ithl��[N ION�Iiili (ai W/ USPWALL LTW 12 AT TOP 1 SCREWS Tb' I MASONRY WALL _ — —11(_ F121 ISL ISL Foa 3) 2'�X4 P.T. UC W/ ��yy NC LL LL LL ISL u Ow�l '4' 1910 aipiN n ', &P�ii I F11 B F03 USP LTW12� B -- S6 F11 AT TOP 0 � 3 o F03 I� F23 �. , I 3 2 4 P.T. cos BEARING F05 LTW12 AT S6 P F11 Foe I LTW12 AT TOF LTW 2 AT (2 2X8 P.T. LEDGER - F02 W% 1/2" X 8" TITEN HD AT 2 / (TOP ,ATO 10 -5 " ROWS) 11 BEARING — F I WALL, ALIGN 2A Foe STUDS BELOW — EACH TRUSS = F01 1 ------ I F01 ILu O C LW_ r r z¢ TIE BM AT 9'-4" A 1 6,F 264" UNIT'1415' BEARING F08 WALL,/ALIGN STUDSISELO F08 EACH 7,U S F08 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 F15G m BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO 2_ CONSTRUCTION. 16 6d NAI(LS TO 3/1SCREW6" TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS OB AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR - ui CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN MASONRY WALL 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. -�yP 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/ CS161S. 4. USE HTA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. i (2) 2x's WITH 1/2" 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. i 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 (2) USP RS150 STRAPS, --- (1) PER 2x8 DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS 3'-0" 3'-6 1/2" MANUFACTURER. LSTA24 i _ , FRAMING DETAIL - 1209 3/4" = 1'-0" bll BEARING WALL BELOW — �2) 2x8's, EE DETAIL I I 2x8 FRAMING FOR LANDING, PER STANDARD DETAILS GIRDER— B i F15G A9 i ))LA N D I N G �� 1209 1 /4 — 1 -0 136'-0" 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 21'-4" UNIT'1209' MIRROR 264" UNIT'1415' MIRROR 8 I F07 o 0 N n 1 i �'Ja 1 ,1 1 4sh Iri(© z F15G m A117 2_ 16 6d NAI(LS TO 3/1SCREW6" (2 2X4 P:T. BUC W/ OB CIO t9 Lu - ui x CaLL MASONRY WALL ULLIwFOB I-0Ow OZ u -Q �- � m= az W a1 m= > cn( Za z¢ I— o m co Lu ALIGN STUDS BELOW m = w °� w oQ TIE BM TIE BM TIE BM TIE BM -? H o TIE BM TIE BM o TIE BM o AT 9'-4" AT 9'-4" AT 9'-4" AT 9'4" g AT 9'-4" z¢ AT 9'-4" g 1- AT 9'-4"z z¢ H ¢ m = Lu co = Lu m _ w� 00 cQ TIE BM °p i;� TIE BM m eQ Lu TIE BM a H o o o AT 9' r" p o AT 9`-4" I- o I- AT 9'-4" z Q — m z Q - IV z Q — I— _ Z¢C13 m = J I— Za m = I- a ao w_ _� TOP AT 10'-5" 11`132M" ,z-" pp S6 (TOP AT N� C �0 13 USP THDH414 W/ ----'USP ---- I F13 o ►— I QpY�w 2 2 I— F13 I z I— F13 1 C16) 6d NAILS TO F23B I I F23B I F23B N O 1 GIRDER & (22) 3/16" I F23A O F23A SCREWS TO F23A 1 SCREWS Tb' I MASONRY WALL _ — —11(_ LL LL LL lel. 0 ISL ISL 1 1 ��yy NC LL LL LL ISL 123 I MASONRY WALL _J (3) 2X4 P.T. BUC W/ USP B -- ) 2X4 P.T. -------I ((3) 2X4 P.T. F23 0 05 3 o F23 c G BUC W/ USP cos BEARING F05 LTW12 AT S6 m C wQ UC W/ USP I LTW12 AT TOF WALL I F23 TOP � W 12 AT TOP F23 = F 3 W Foa 3 BEARING BEARIN 4'', F23 BEARING MIRROR F23� � �hw ryr to '�M!Oihid� mQ w F23 A9 WALL ALL3 MIRROR ALL 3 �� „ y 1 �� F04 F23 o TIE BM ~ A9 F23 z I— ? a TIE BM A9 F23 �, v �I F03 22r k ill°11'11'°1 = ,;F22 ilio O ! a °' 22 y,srya,uid,, 03 SmI,II, () , iipl 2X4 P.T. Iv s11' , raj 2) 2X4 P.T. oiiil I oG 2 2X4 P.T. ©>;"'�� 1 �aNG, al ua ��;fi $� a��,, . FzoG �UC W/ USP 101 s a�;",�� _BUC W/ USP �� . , u, 1�„, 1 W/ USP LTW12 UC W/ USP TP tln alli ,li; �I��, :.� � , �1 LTW12 � TP y ��t �r ;, LTw12 @ TP w+� sN wiilloi sC� , ,,, ,I AT TOP L 12 F19�Nli�z�r'1 m w� F1 eiti Ijl F19 Ildual�:Ii it F03 19 B] O '' I BEARINGS'�� B S6 zQ B F79 BEARING F- Foe S6 WALL -¢ �� .. WEAARING ..-�I; WALL S6 1'-4" UNIT'1209 MIRROR 2ND FLOOR FLOOR FRAMING PLAN 1/811 /8" = 1 1-011 l I u 16 O 1 oen ;ay 'gm) m 07 O I F07 o 0 N n 1 i �'Ja 1 ,1 1 4sh Iri(© z F15G — US!P THDH414 W/ 2_ 16 6d NAI(LS TO 3/1SCREW6" (2 2X4 P:T. BUC W/ OB RD R (22) 2AO x CaLL MASONRY WALL ULLIwFOB I-0Ow OZ u -Q �- � m= az W a1 BEARING WALL,”'Foe > cn( w I— o Fos ALIGN STUDS BELOW ALIGN STUDS BELOW �� z p LIGN STUDS BELOW EACH TRUSS EACH TRUSS TIE BM z 00 Q Q AT 9'-4" (2 2X8 P.T. LEDGER F07 I(2 2X8 P.T. LEDGER Fol W)/ 1/2" X 8" TITEN HD ca w 0 88 W% 1/2" X 8" TITEN HD Fol v, zQ w� AT 16" O.C. (2 ROWS) Fol F07 w� F07 AT 16" O.C. (2 ROWS) 10'I 21'-4" UNIT'1210' — — 2ND FLOOR FLOOR FRAMING PLAN 1/811 /8" = 1 1-011 l I u 16 O 1 oen ;ay 'gm) m m '': Iir t.'' I O = 15 C� o 0 N n 1 i �'Ja 1 ,1 1 4sh Iri(© z F15G FOB 2 2X4 P.T. (2 2X4 P.T. BUC W/ 2_ (2 2X4 P:T. BUC W/ OB eB 2AO x CaLL �m ULLIwFOB I-0Ow OZ u -Q �- � F -Z ap Hp0m az Foe FARING WALL, BEARING WALL,”'Foe > cn( w EARING WALL, ----- ALL, Fos ALIGN STUDS BELOW ALIGN STUDS BELOW >-<W02 aw co M wzMZJ Q¢ LIGN STUDS BELOW EACH TRUSS EACH TRUSS -osmvi F -F- ACH TRUSS' (2 2X8 P.T. LEDGER F07 I(2 2X8 P.T. LEDGER Fol W)/ 1/2" X 8" TITEN HD I W% 1/2" X 8" TITEN HD Fol v, AT 16" O.C. (2 ROWS) Fol F07 F07 AT 16" O.C. (2 ROWS) 10'I a0nn'u,cr, — — TOP AT 10'-5" 11`132M" ,z-" (TOP AT — — USP THDH414 W/ ----'USP THDH414 W/ via �OvwzD°- OjO �aZYoZ 01 ¢wa Q ¢ QpY�w 2 2 USP THDH414 W/ LL OQ �LL 1 C16) 6d NAILS TO ((16 6d NAILS TO I I GIRDER & 3/16" I (16) 6d NAILS TO 1 GIRDER & (22)3/16" 1 N O 1 GIRDER & (22) 3/16" I (22) I I TO I I 1 SCREWS TO M O ~ SCREWS Tb' I MASONRY WALL _ — —11(_ SCREWS MASONRY WALL I I I--- I MASONRY WALL _J J�--- -- --- -------I Z —j N — — — — --� W c G �o m C wQ m� ` � � O r = W-1 W _ C) N zQ mQ w r� �� m� w 1=Q I— TIE BM Za C6 o TIE BM ~ I— a z I— ? a TIE BM ¢ I-- ~ ¢ z H `� AT 9'-4" O O 2 AT 9'-4" AT 9'-4" wo F— �� o m= w o mkt g m = �© .— A117" zl— .— m w� co w� 1=r. m w� W o -`� Ha 1-a zQ F- r � -¢ 21'-4" UNIT'1209' 21'-4" UNIT'1209' MIRROR 6, 1'-4" UNIT'1209 MIRROR 136-0" W12X8 P.T. LEDGER 1/2" X 8" TITEN HD AT 16 O.C. (2 ROWS) (TOP AT 10'1 =BEARING -----=-- -WALL, BEARING -----=____WALL, ALIGN —STUDS BELOW — =EACH TRUSS = AT 9'-4" 264" UNIT'1415' M F02A I TIE BM A-4" w hQ S6 co I— wa TIE BM AT 9'-4" 0z Lu w Q J Z = o 0 N LJJ CL j��J z �ULLZ 2_ wZw— 04 C) x CaLL �m Lo I-0Ow OZ u -Q �- � F -Z ap Hp0m az z. Lu �DLu > cn( w zLLopim— Z� w a 0 a Z UZNUu.I -?�- >-<W02 aw co M wzMZJ Q¢ �055 x�o_ millp -osmvi F -F- ¢ 4EI 0 v, o coo' a0nn'u,cr, t\ 42 N N W W w �a 6 w 0O w�¢ zw Z � <W w__0�1�U0O JaO� >oM"�a a`U oomoz owvwZ: NU- Z via �OvwzD°- OjO �aZYoZ 01 ¢wa Q ¢ QpY�w 2 2 LL OQ �LL O N O (1) c) M O ~ LL > L- r„ I— �: N r° Q c Z —j N ZaU W WLo J � O r O r O r C) N 04 174 d) 0�� C6 o 0 O O O O N V/ r C'7 r � z Z O O �LU OW�Q p�a ol Z LuI--W ca 0 0 z �z= H �Qw� !�-7ZLL Lu iZZZLL O�mZ QVaizcwn Z Zit Sao U of EL Em-lillilli n A9 O w 2 WO x m 1110 u') LAST PLOT DATE o r"( 11/11/2010 p O 6 PLEX - 2ND FLOOR F� - FLOOR FRAMING SCHEMATIC DESIGN ONLY TRUSS NOTES: ROOF TRUSS LAYOUT ARE SCHEMATIC DESIGN ONLY. THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC TRUSS LAYOUT AND TRUSS SHOP DRAWINGS MUST BE DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT LAYOUT DRAWINGS OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED U u. Z BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. WZW J _ LL, TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR -00Z 0D OFn¢Z CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. =~�Z w >-Z~w >O ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO w�W CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". }<W 2 w �❑ 2. USE RT16'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16'S. 4. USE HTA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. =osmvi F_ -F- 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. Q 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. 1/811 /8" = 1'-0" L �, 2 w p F- U N LU W r w¢_ O J O z Q = o o N ui (L 5; 00� F- Ow r U u. Z .- WZW J _ LL, �� win o t00 T- -00Z 0D OFn¢Z OQ =~�Z w >-Z~w >O cncl) z w�W WpoOZ ZF UZNUW O }<W 2 w �❑ �2=oma wv)�-da �w o =osmvi F_ -F- Q +RI 0 v CJ LO �-i O 00 �y W C4 Q/i ` c�iFll � cl, �Nt, rj ) N N W 0 Ilj � 23 W 0 0 Q Q X J� 0 Q�� g U. O J 0 xgz L L Q U Q = 0 0 V , ., z2�o�aa 0(j)w 0_zom mZ 0 fnWa�0)Lu W WfnLLW<0 J O Z JQ4d0w¢�z_wZowU0a Q�W 2_I-� �w0 Q U. 0 0�¢LL Z N M�G LL LL 7 > �- cu N � Q 2) N ~ Z -j W LZ � U W J� r O r O r O P Orn O c0 r O M O C O O O r Q OW Ov- > N M r � Zz w_�o > oW0 O W F-0�a O amg F- W -w ~m00 =H== z Z�U W z` Zw •.� w F-- D-Z¢w O J I z a Z NZZ n Z CL O U V CL cra A10O U W m O W� ul)D 1 'l LAST PLOT DATE o O 11/11/2010 6 PLEX - 2ND FLOOR C) �'� ROOF FRAMING PLAN 136'-0" ROOF VENT CALCULATIONS: UNIT'1415' NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2007 SECTION R806 ATTIC AREA = 892 SQ FT VENTILATION PROVIDED AT RIDGE = 252 SQ IN VENTILATION PROVIDED AT SOFFIT = 466 SQ IN ROOF VENT CALCULATIONS: UNIT'1209' NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2007 SECTION R806 ATTIC AREA = 764 SQ FT VENTILATION PROVIDED AT RIDGE = 216 SQ IN VENTILATION PROVIDED AT SOFFIT = 255 SQ IN ROOF VENT CALCULATIONS: UNIT'1210' NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2007 SECTION R806 ATTIC AREA = 786 SQ FT VENTILATION PROVIDED AT RIDGE= 216 SQ IN VENTILATION PROVIDED AT SOFFIT = 265 SQ IN PLEX - ROOF PLAN 1/811 /8" = 1'-O" 0 0) F- v $ w W W Q ¢ a o N 5; 2 D Z ❑ �VLLV M- r WZwZ awPQ NW �-cn o❑ O co -L OOz Z °? 5 1/8" (n ih c� "2-111 5 FOAM BAND 6 FAM WINDOW SILL 1/291 = 1'-0 1/211 = 1 -0 19 HATCHING INDICATES 15/32" FIRE RETARDENT TREATED PLYWOOD (TMP) 12" X 36" APPLIED POLYPROPOLENE 12"X61" APPLIED POLYPROPOLENE SHUTTER (TYP.) 6 L 5" 4 7 KEYSTONE DTL. .�.��—_ 11 = 1'-0" SHUTTER (TYP.) 4'-0" 4'-0" 4'-0" 4'-0" 41.011 41- 11.001- 1_0,1 1 1/2" RAISED KEYSTONE 1'-0" 1'_0" (TYP)RIDGVENT 1i_0�� SEE DTL. (7/Al2) (TYP.)-------- I (TMP) \ -A-11MINIM, rrI�ill�ll�l'�'! . , � � Ili - �i -_ � I��,II■!I�I,,�; 11 r ��l = 11-011 HATCHING INDICATES 15/32" FIRE RETARDENT TREATED PLYWOOD (TYP) ELEV AT 20'-8" HEEL HGT. ELEV AT 18'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF R PI FX - REAR ELEVATION A I All _I At nil 1/8 If = 1' 0" _ RIDGE VENT 12 (TYP) 6[7�„, ELEV AT 18'-8" T.O.M. t 10 ELEV AT 10'-8" 12 2ND FLOOR FF-\_ 4� - - - — ELEV AT 9'4" _ , _ _ _ - - - - - - - T.O.M. CD 0 OD b ELEV AT U-0" 1 ST FLOOR FF GRADE LINE (ASSUMED)__1//4 ASSUMED) DECORATIVE CEMENTITIOUS FINISH LEFT ELEVATION 1/819 = 1 1.011 AI nll AI n11 12 )EYSTONE DTL. J/2 " = 1'-0" 7_0'" 4'-0" 0" I MENRON[ E I 10-1al m as ma ME -0 ►.IIIir�I��►�� ,♦, ■ ■ �r�ili►illr�lll►.� 1!Ir�li�li M'■'I'Il l�ll�!!'I��I 11 ;j�■Ili■il■�III,��I,,�� D • r I SEE DTL. • BAND 0• --•- 0. ELEV AT 20'-8" -I6 HEEL HGT. Y ELEV AT 18'-8" T.O.M. ELEV AT 10'-8" 12 2ND 14 FLOOR FF ELEV AT 9'-4" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF AI n1l AI nil 4'-0" 4'-0" 1'-0" II RAISED 3AN D 12 ,16 Ell FI -11 1311 ♦♦ I M1/�► n 11 ISI I ,I■ 0 11 il��!III�■III,Ii 1�. GRADEr " UNIT'1415' AI rol .. AI_Avg V /� V VVVL{-V V 1 VVVV 9 DECORATIVE WINDOW 1 - 1 -0 — HATCHING INDICATES 15/32" FIRE RETARDENT TREATED PLYWOOD (TYP) —BRACKET & BAND SEE DTL. (8/Al2) (TYP.) 10 ELEV AT 20'-8" HEEL HGT. ELEV AT 18'-8" T.O.M. ELEV AT 10'-8" ?ND FLOOR FF ELEV AT 9'-4" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF HATCHING INDICATES 15/32" FIRE RETARDENT TREATED PLYWOOD (TYP) ELEV AT 20'-8" ELEV AT 0'-0" 1 ST FLOOR FF RIDGE VENT 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 SOFFIT DETAIL 3/4 = 1 -0 11SOFFIT DETAIL 3/4 - 1 -0 12 SFFIT DETAIL 3/411= 1-0 13 SFFIT DETAIL 3/491=1 -0 (TYP) 12 16 ELEV AT 20'-8" 12 11 HEEL HGT. 611 ELEV AT 18'-8" ELEV AT 18'-8" T.O.M. - - - T.O.M. 10 ELEV AT 10'-8" Al2 r• ELEV AT 10'-8" 2ND FLOOR FF 4 12 12 2ND FLOOR FF � 41 - - ELEV AT 9'-4" - - - - - - - - _ _ _ _ _ _ ELEV AT 9'-4" T.O.M. - -V T.O.M. co _i OI c ELEV AT 0'-0" _ _ _ _ _ _I ELEV AT 0'-0" 1ST FLOOR FF1ST FLOOR FF DECORATIVE GRADE LINE (ASSUMED) CEMENTITIOU'S FINISH RIGHT ELEVATION 4 1/811 /8" = 1 1-011 MANUFACTURED ROOF TRUSS ROOF FINISH PER ELEVATION 1/2" SHEATHING METAL DRIP EDGE 2X4 FASCIA ALUMINUM SOFFIT MANUFACTURED ROOF TRUSS ROOF FINISH PER ELEVATION 1/2" SHEATHING METAL DRIP EDGE 2X4 FASCIA ALUMINUM SOFFIT MANUFACTURED ROOF TRUSS ROOF FINISH PER ELEVATION ROOF SHEATHING METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT N 0) w =w o w H V N O °w¢QO o 7::3pZ = N >2 D Z r wOJJ OW u - Z WZw-- 04 UJ O w UJ F- LL OZ Q �Z 0 D HpPw �Z LLMW� -.'(J)( W �LLptio04 O�W C9��UZ >-Qyc92 H' O co Z �U=aJ `-'p �a (Dili p =w�» s _ p 3: CO cn t- F- ■ 0 u V �► n via oNm � � rn rnmm �ONON Qm t\t � f��cnu�r� W ui WOE �~ w Ww zw W o W w� ��o��LLUY0o-,0 Q Q U ��O O�u.�OOmaZ- < O 000 WWMWFDWW (1) W-CE00 O O Z JWN9 wzOwc)aft W LL ¢pw M-12 ?wamV OQ o O o¢� O ZO N O (n O M p C LUL ~ r > L_ � cu N Q ca Z -� N WLu Lr0 Lu Lo O o 0 C) o)to 6 4� CD r O O o C o N O O o > r N M r � Z z O Lo .7.4 Wwor�! wF- a. a x F --� Z H w 1:m0o _ z Z3:5 H�QWm O Z� �Zzt- W I— O�]mz ¢ ULoZco [ y Z =<Z Q O O J CL a O w Al2 T2 W /i^� ./J Lo LAST PLOT DATE o `lam 11/11/2010 S 6 PLEX - EXTERIOR F.� ELEVATIONS 0 RECESS CAN, LAYOUT PER SPECS ao FOR HOOD/ MICRO ih ELEC ------ METER ELEC METER ELEC-----�= METER 0 FOLOURESCENT "*' LIGHTING, LAYOUT PER SPECS ----� `" 6'-0" L _� 6'-0"— — I � N COVERED I PORCH A I wP I N GFI I GREAT ROOM M �0 IINING A 5'-6" J �r TO DISP — — I a GFI KITCHEN II A/C DISCONNECT TO 2ND FLR ELEC GFI \ 48 GARAGE r FOYER 48 0 1 110V CLG GFI 04 2'-10" V-6" 2'-0" 2'-0" MNT. OUTLET 411 4 .F 48 vW M \ I LU LU i LU i I I GF 4 ENTRY N A o I oii 4'-10" 4'-10" iv —PRE WIRE GFI UNIT '1415' - "IST FLOOR ELECTRICAL PLAN 1/411 /4" = 1 1-011 WIRE LINE OF ROOF BELOW BEILOW � `v UNIT '1415' - 2ND FLOOR ELECTRICAL PLAN 1/411 /4" = 1 1-011 CE CE ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A)BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS, FAMILY ROOMS, DINING ROOM, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 5. TAMPER RESISTANT OUTLETS ARE REQUIRED IN ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 406.11 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2008 NEC METER MAIN 150-200 AMP O NEMA 3R 200A INDOOR PANEL CENTER NEMA1 200 AMP I SER AL CABLE 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 SWITCH iv DOOR JAMB 0 4 1/2" DUPLEX OUTLET Q TRIM ih 0 BASE ° TRIM 4 NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS i� 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" ( WEATHERPROOF GFCI OUTLET AT 12" CE 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 '® STRUCTUREDWIRE OUTLET -&q SWITCH AT 36, 6 3 WAY SWITCH AT 36" -esit 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL - CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER - SURFACE MNT FIXTURE - WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6 50W MR16 4" LOW VOLTAGE OWNER 8 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {tj} CLG FAN PREWIRE AND SWITCH cs SMOMBINATION OKE DETECTOR BON MONOIXED DETECTOR/ 0 SMOKE DETECTOR cU-181 UNDER CABINET 18" CS -182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP = D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24"CLG MNT WRAPPED FLUOR LIGHT 48"CLG MNT WRAPPED FLUOR LIGHT 57 24:R 24" VANITY LIGHTING 9;;;: 36 :7mR 36" VANITY LIGHTING -48 48" VANITY LIGHTING 0 EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION ft ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER QT THERMOSTAT ® SECURITY PAD fi'-if, \. F e R{1 LINE OF ROOF BELOW BEILOW � `v UNIT '1415' - 2ND FLOOR ELECTRICAL PLAN 1/411 /4" = 1 1-011 CE CE ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A)BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS, FAMILY ROOMS, DINING ROOM, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 5. TAMPER RESISTANT OUTLETS ARE REQUIRED IN ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 406.11 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2008 NEC METER MAIN 150-200 AMP O NEMA 3R 200A INDOOR PANEL CENTER NEMA1 200 AMP I SER AL CABLE 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 SWITCH iv DOOR JAMB 0 4 1/2" DUPLEX OUTLET Q TRIM ih 0 BASE ° TRIM 4 NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS i� 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" ( WEATHERPROOF GFCI OUTLET AT 12" CE 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 '® STRUCTUREDWIRE OUTLET -&q SWITCH AT 36, 6 3 WAY SWITCH AT 36" -esit 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL - CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER - SURFACE MNT FIXTURE - WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6 50W MR16 4" LOW VOLTAGE OWNER 8 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {tj} CLG FAN PREWIRE AND SWITCH cs SMOMBINATION OKE DETECTOR BON MONOIXED DETECTOR/ 0 SMOKE DETECTOR cU-181 UNDER CABINET 18" CS -182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP = D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24"CLG MNT WRAPPED FLUOR LIGHT 48"CLG MNT WRAPPED FLUOR LIGHT 57 24:R 24" VANITY LIGHTING 9;;;: 36 :7mR 36" VANITY LIGHTING -48 48" VANITY LIGHTING 0 EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION ft ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER QT THERMOSTAT ® SECURITY PAD F 6'-2" e LINE OF ROOF BELOW BEILOW � `v UNIT '1415' - 2ND FLOOR ELECTRICAL PLAN 1/411 /4" = 1 1-011 CE CE ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A)BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS, FAMILY ROOMS, DINING ROOM, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 5. TAMPER RESISTANT OUTLETS ARE REQUIRED IN ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 406.11 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2008 NEC METER MAIN 150-200 AMP O NEMA 3R 200A INDOOR PANEL CENTER NEMA1 200 AMP I SER AL CABLE 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 SWITCH iv DOOR JAMB 0 4 1/2" DUPLEX OUTLET Q TRIM ih 0 BASE ° TRIM 4 NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS i� 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" ( WEATHERPROOF GFCI OUTLET AT 12" CE 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 '® STRUCTUREDWIRE OUTLET -&q SWITCH AT 36, 6 3 WAY SWITCH AT 36" -esit 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL - CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER - SURFACE MNT FIXTURE - WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6 50W MR16 4" LOW VOLTAGE OWNER 8 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {tj} CLG FAN PREWIRE AND SWITCH cs SMOMBINATION OKE DETECTOR BON MONOIXED DETECTOR/ 0 SMOKE DETECTOR cU-181 UNDER CABINET 18" CS -182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP = D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24"CLG MNT WRAPPED FLUOR LIGHT 48"CLG MNT WRAPPED FLUOR LIGHT 57 24:R 24" VANITY LIGHTING 9;;;: 36 :7mR 36" VANITY LIGHTING -48 48" VANITY LIGHTING 0 EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION ft ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER QT THERMOSTAT ® SECURITY PAD Uj R{1 O POO ci m oLO 0 00 �0 Orn cy, CYN a� NN�O (' W O (1)w0N Ha J ~Za' Q�-_j�O�w LLU0O-j0 Q Q U =NO 0 OROOM2Z�0 000 U) Z ''012ZZw ��w g (1) OwU"-a c< a. j_�Z� O �LLQLL LL 0 Z o N 0 Q> O j � M O LL. r CL L. � H> c ti L:3) CU J Z LZ U U J LO Lf) O O O O O O O 0 O co O M 0 O O O r 0 �` O O M r N 1 (� Z Z_ O '^ L J w?ro OWD O � W ` �p�a zwF- W 1-w MOO Z 0Z 5 H�QW2 i'gZrt O LL O Z Z 127, Wi QV Z cf) Z F¢Z f O U oZ IZ Al 3x 0 U W WO j� �/��j, 1 r""{ LAST PLOT DATE o O 11/11/2010 UNIT'1415' - 1ST & 0 2ND FLOOR ELECTRICAL PLAN A/C DISCONNECT GFI OUTLET & LIGH W/ OPT. DBL. BOWL RECESS CAN, LAYOUT PER SPECS OPT FLOURESCENT LIGHTING, LAYOUT PER SPECS r'%L_WIRE WIRE UNIT '1209' - '1ST FLOOR ELECTRICAL PLAN 1/491 /4" = 1'-0" I.- - .1 - BELOW UNIT'1209' - 2ND FLOOR ELECTRICAL PLAN 1/411 /4" = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS, FAMILY ROOMS, DINING ROOM, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 5. TAMPER RESISTANT OUTLETS ARE REQUIRED IN ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 406.11 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2008 NEC 200A INDOOR PANEL CENTER NEMA1 200 AMP METER MAIN 150-200 AMP No OSER AL CABLE NEMA 3R CO. FEED Solid COPPER Ground -- ---5/8" Galvanized Driven Ground Rods at least V apart TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 0 SWITCH N DOOR JAMB 0 4 1/2" DUPLEX OUTLET TRIM M BASE ° TRIM NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS C 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 11 OV QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" QE 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY FOR LOCATION & TNUF. SPECS YPE ./ TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET -6- SWITCH AT 36" 6i 3 WAY SWITCH AT 36" -�- 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -fl PUSH-BUTTON DOORBELL -�i- 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 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS to 5OW PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH cs SMOKE COMBINATION DETECTOR CARBON MONOIXED DETECTOR/ Q SMOKE DETECTOR =U-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 c D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP ® 24"CLG MNT WRAPPED FLUOR LIGHT 48"CLG MNT WRAPPED FLUOR LIGHT IFF 24 :Fa 24" VANITY LIGHTING Ilroo-m 36 :7mR 36" VANITY LIGHTING 1 48 48" VANITY LIGHTING lO EXHAUST FAN/LIGHT 0 EXHAUST FAN 4b6 DOUBLE FLOOD LIGHT W/ COVERS AND LJ 150W PAR 38 FL �® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION ® ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER © THERMOSTAT ® SECURITY PAD 0 v CJ m �o Im� cu eq cq P.; W4 W F- J wLL' OZw 0�_�0 0LL_j0 �W 0 W LL Q (J �LU w�LL �dO�Zw' LOZ2_jcF Q 0 �W(M) ww-w�QDp J �¢�OZ � ":' >0a � Z ¢^w 2_I—S Dw25 ¢ CD Z N U) co CD co Q. IL T7 > L: O) Qcu+' (u 0) ~ Q cu J Z N Zto V J Liz r O O O O 0) O co � 0 M O c O O O r O cn •L N O O O > r- N M ct ZZ O ^.,� 0 w cn W �a �0ER ZWW2 a.m IY 1- W Z �Z�5 F-1 >-0 Q �-•� W aZ O101 Z LL z QVcanzuWi Z 0 Z II,_ a A140 W 2 W0 1 r i LAST PLOT DATE 11/11/20104-1 o p UNIT'1209' - 1ST & 2ND FLOOR ELECTRICAL PLAN rr« WIRE RECESS CAN, LAYOUT PER SPECS FOR HOOD / MICRO WIRE OPT FLOURESCENT LIGHTING, LAYOUT PER SPECS GFI OUTLET & LIGH W/ OPT. DBL. BOWL A 1 GII LINE OF ROOF BELOW UNIT '1210' 1ST FLOOR ELECTRICAL PLAN2)4�IT '1210' - 2ND FLOOR ELECTRICAL PLAN 1/4" = 1._0.. 1/4" _ 1._0.. ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A)BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. ARCH FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS, FAMILY ROOMS, DINING ROOM, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 5. TAMPER RESISTANT OUTLETS ARE REQUIRED IN ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 406.11 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2008 NEC 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 7 4 1/2" DUPLEX OUTLET TRIM M 0 BASE ° s TRIM c 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" 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -O PUSH-BUTTON DOORBELL -�- CLG MNT LT FIXTURE + CLG MNT PREWIRE - FIXTURE BY OWNER {}- SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS to 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH Cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR SMOKE DETECTOR CU -182 UNDER CABINET 18" r -S-182 SINGLE 18 FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP - U-36 UNDER CABINET 36" -S-36- SINGLE 36" FLUOR STRIP D-36 - DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT IFF 24:R 24" VANITY LIGHTING FFF 36 ;FR 36" VANITY LIGHTING 48 48" VANITY LIGHTING lO EXHAUST FAN/LIGHT 0 EXHAUST FAN �p DOUBLE FLOOD LIGHT W/ COVERS AND SCI 15OW PAR 38 FL �® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION 11_�:l ELEC PANEL �V VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER (f) THERMOSTAT ® SECURITY PAD 0 V 0 V•! O\ � �0 CT'4rn c�N�d Uc'4(nr: oWoLu Lu C0w F- Q X - C F- z M Z W W �0�Jco0<O'0LLUOUJO Q V mdp�zw"Ozgo' �¢ Q Ocnw 0 0R00m2U 0 0 0 _j ZYwcj OZwOwU¢ "n L Z ¢ W OOgi¢�Wo�Q� oQ o o c�LL O Z c:) 04 0 N O ❑* M p Q LLLL �_ > c� ti Q N ~ Z J Z�U W WL J U*) J O O O T r r 0') (D O O V-- M O� O O O O c r ° Z W O O O r N M r `v ZZ O in WW> .r.j W=�> W F_ 0UoQ a. Out -=Q Z��W ~moo =I-== Z °z�= I�1 Q W n Zri CLZ z LL �-- oly g 2 z 0)ZZ Z - n Z U YaJ a o_ O U W O Al 5 mW C_ LAST PLOT DATE o r"I 11/11/2010 O 0 UNIT'1210' - 1ST & 2ND FLOOR �'� ELECTRICAL PLAN 200A INDOOR PANEL coo, CENTER NEMA1 200 AMP METER MAIN 150-200 AMP aSER AL CABLE NEMA 3R POWER CO. FEED FSolid COPPER Ground" Galvanized Driven Ground Rods at least V apart TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH O SWITCH N DOOR JAMB 0 7 4 1/2" DUPLEX OUTLET TRIM M 0 BASE ° s TRIM c 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" 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -O PUSH-BUTTON DOORBELL -�- CLG MNT LT FIXTURE + CLG MNT PREWIRE - FIXTURE BY OWNER {}- SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS to 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH Cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR SMOKE DETECTOR CU -182 UNDER CABINET 18" r -S-182 SINGLE 18 FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP - U-36 UNDER CABINET 36" -S-36- SINGLE 36" FLUOR STRIP D-36 - DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT IFF 24:R 24" VANITY LIGHTING FFF 36 ;FR 36" VANITY LIGHTING 48 48" VANITY LIGHTING lO EXHAUST FAN/LIGHT 0 EXHAUST FAN �p DOUBLE FLOOD LIGHT W/ COVERS AND SCI 15OW PAR 38 FL �® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION 11_�:l ELEC PANEL �V VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER (f) THERMOSTAT ® SECURITY PAD 0 V 0 V•! O\ � �0 CT'4rn c�N�d Uc'4(nr: oWoLu Lu C0w F- Q X - C F- z M Z W W �0�Jco0<O'0LLUOUJO Q V mdp�zw"Ozgo' �¢ Q Ocnw 0 0R00m2U 0 0 0 _j ZYwcj OZwOwU¢ "n L Z ¢ W OOgi¢�Wo�Q� oQ o o c�LL O Z c:) 04 0 N O ❑* M p Q LLLL �_ > c� ti Q N ~ Z J Z�U W WL J U*) J O O O T r r 0') (D O O V-- M O� O O O O c r ° Z W O O O r N M r `v ZZ O in WW> .r.j W=�> W F_ 0UoQ a. Out -=Q Z��W ~moo =I-== Z °z�= I�1 Q W n Zri CLZ z LL �-- oly g 2 z 0)ZZ Z - n Z U YaJ a o_ O U W O Al 5 mW C_ LAST PLOT DATE o r"I 11/11/2010 O 0 UNIT'1210' - 1ST & 2ND FLOOR �'� ELECTRICAL PLAN KITCHEN 1/291 /2" = 1'-0" ao VANITY LIGHT SHWR HD - t 9 I TILE SHWR 42" HIGH MIRROR 4 BACKSPLASH o VALVE - MC SPIGOT - 9 c� T-0" 2'77 1/2" " FILLER 4 BATH #2 _ 1/2T = 1'-0" TO PAI 0 is T' F 1'-3" REF SPACE VERIFY MANUF 3'-3" KITCHEN 1/219 = 1 1-011 O co 2'-6" 1'-3" 2'-0" 1" FIL ED HOOD -'7\ / 4" BACKSPLASH---� iA 14 1/2" X 16" DRYER - VENT RECESS WIRE SHELF ::�,N CV e ih "HANSEN" iv IL j�D 220 VOLT BOX 4 bo c Q cV 12 0 �0OW D i i W I I I I I I 12 TRUSSES AT 24" O.C. I I I I Z 4 U) co �Oo0l. Z� W0 0Z I I I I I � I I I I � I I I (SEE TRUSS DRAWINGS) M I I -I I W Fo W LuF—(L xW—» xx mfn F- I-- 5 UTILITY CLOSET 1 /2 — 1 -0 e O O 0 0 W e ih cM IL j�D x Zp O H w0wZ c Q cV 12 0 �0OW oLo OZ wQ O 12 TRUSSES AT 24" O.C. io M Z 4 U) W g �Oo0l. Z� W0 0Z 6 (SEE TRUSS DRAWINGS) M 0 co 31DKITCHEN /2 1 -01 VANITY LIGHT ---,,,;o TILE SHWR SHOWER HEAD I I TEMP. I o SHOWER 42" HIGH I `o ENCLOSURE MIRROR I e VALVE 4" BACKSPLASHMC q 8o e / o t° KNEE M 04 SPACE \ / 3'-2" Awl,3'-0" 2'-0 1/2" 2'-6" 1 1/2" FILLER MASTED BATH 1/211 /2" 1'_0" 1/411 /4" = 1 1-011 2W o N W wQ_QO J o Z SHINGLES (TYP.) IL j�D x Zp O H w0wZ PRE-ENGINEERED WD. WZW JNU m 12 0 �0OW oLo OZ wQ O 12 TRUSSES AT 24" O.C. �Z Z 6 U) W g �Oo0l. Z� W0 0Z 6 (SEE TRUSS DRAWINGS) -i 'S LLU C0x�J IL Will W Fo W LuF—(L xW—» xx mfn F- I-- Q -- -- J n� ELEV AT 20'-8" ELEV AT 20'-8" . _ _ _ - - R-30 BLOWN INSULATION R-19 _ _ _ - - _ - - HEEL HGT. HEEL HGT. o� m �� moo BATT AT ALL KNEEWAL'.LS U) o N &m w a�inl\ KK �o 1 1 Ucu �cnUP-arm ELEV AT 18'-8" ELEV AT 18'-8" - o vi wpr W�x� Z W W (a w Q Q U w�� o': �<-01 <mco offl�`p�00-10�; - _ - _ _ T.O.M. T.O.M. 2"X4" FRAME O� LL < 2"X4" FRAME WALL O WALL z N 0 TEXTURED CEMENT Q� O U) CD R-11 INSUL. i� m a L. r aLL ~ FINISH OVER MTL. C > L Q,i R-11 INSUL. LATH (TYP.) Q � Cc J �To 7TO 7TO W Z L U JLo Lo MASTER SUITE M. BATH AHU HALL CLIOSET HALL BEDROOM #3 00 16" DP. FLR. TRUSSES AT 24" O.C. O O 12 ELEV AT 10'-8" ELEV AT 10'-8" dm O co �4— _ _ _ _ _ 2N FL OOR FF ND FLOOR F V c O O ELEV AT ELEV AT 9'-4" r _ _ _ _ .M T.O.M. T.O.M. �' IRDER P.C. ONLY •L -- 42" HIGH M RAKE WALL N ARCH COVERED 7TO 7TO r � PORCH GREAT ROOM PWDR GAR JW FOYER COV. W0�o a0 5 W " BATH W ENTRY 0 � ZCLX ELEV AT 0'-0" ELEV AT 0'-0" _ _ 1ST FLOOR FF 144 ST FLOOR FF Z �z 5 EE FOUNDATION PLAN FOR H CL¢wn FOOTING SIZES & LOCATIONS O wq W E— a.<< LL F- UNIT '1415' -_ BUILDING SECTION QVcanZVWi SJmz N 1/411 /4" = 1 1-011 2W o N W wQ_QO J o Z O o N IL j�D x Zp O H w0wZ 2-1 WZW JNU m w 0 �0OW oLo OZ wQ O [L' F- Z Ha�W �Z Z �i D W LL U) W g �Oo0l. Z� W0 0Z 0 UZNVW Lu coZLu xZW E- Do -i 'S LLU C0x�J IL Will W Fo W LuF—(L xW—» xx mfn F- I-- Q n� 0 ON 5V o� m �� moo U) o N &m w a�inl\ KK �o a� Nt, Nt, Ucu �cnUP-arm o vi wpr W�x� Z W W (a w Q Q U w�� o': �<-01 <mco offl�`p�00-10�; Yza t� O��O C� 00 L<F �wa�WWWFW- a�¢p�� ¢°dpHozWzOwUpa L z ¢~0W � �YC]Q Q -p O� LL < paz O O z N 0 Q� O U) CD i� m a L. r aLL ~ C > L Q,i cu 2 cu Q � Cc J Z a) W Z L U JLo Lo 00 0 O O O r `r dm O co 0 M V c O O O r O •L M N r � Z Z O JW W0�o a0 5 W " W 0 � ZCLX wHW Z �z 5 H CL¢wn O wq W E— a.<< LL F- QVcanZVWi SJmz N zF- z 0 ° O � a a A16 0 U w 2 WU) x Lo D Lo 1 r '( LAST PLOT DATE o p 11/11/2010 UNIT'1415' -F-� Q M"�'� 1.-� INTERIOR ELEVATIONS e r n" no n" no c" no nil . . '11 no, rILLCR 1KITCHEN 1/211 /2" 1 1-011 (:DARCH AT FOYER 1 /2 — 1 -0 — — — co CC 4 M i o 42" HIGH c%) MIRROR I °)1 4" BACKSPLASH 2'-0" V-6" 2'-0" T-0-- FILLER -0"FILLER 2" F O T T 0 r 4" BACKSPLASH LTO REF SPACE VERIFY PANTRY - W/ MANUF i M 2'-0" 1'-6" 2'-0" T-3" 1" FILLER KITCHEN OPT VANITY LIGHT WITH OPT. BOWL iv cMC OPT BOWL 80 AF ED I z R C o 9 M 2'-6" 2'-6" T-3" " FILLER MASTER BATH 1/211 = 1'-0" TIP 1/219 = 1'-0" -ai BATH #2 1/211 /2" = 1'-0" KITCHEN 1/211 = 1 1_011 14 1/2" X 16" DRYER VENT RECESS _O r O cM WIRE SHELF ::� CV N W Q Q O "HANSEN" N ZQ 220 VOLT BOX �UOLLV Z 00 w��-Q TuWi CD Lc)¢CD I I ---- p ----a E--- --- I 0z LL ¢ D i i W I I I I I I I F-0Ow �Z _Q I=-QOW -411J > I I I I I I I I M g XOc0E-C9cn wa00Z Z- Q I I—I I �2 --j = a' 7 UTILITY ROOM YPORCH FOOTING SIZES &l LOCATIONS re-,-'�UNIT'1209' - BUILDING SECTION 1/411 1 1_019 �W o U w N W Q Q O o o N >m0� ZQ T �UOLLV Z W 2 w��-Q TuWi CD Lc)¢CD 0z LL ¢ F-0Ow �Z _Q I=-QOW -411J > z w U- �W� LC g XOc0E-C9cn wa00Z Z- Q UZNUW �¢=C92 H �2 --j = a' J (n =o�mc=n hF Q 0 u ON tJ oON �0, cl o w 17, i i�� CD W C9 W ow (6 w0H LLJI—~LU _j fL'�HZt W5 J�O�6QLLYc� 2-O Q H ICOOZ d(:,8,9OZOii00ma� a 0O mQ(L U))wwW0ww<p1-j -j<V8z¢OZWzOwUoa LL ¢OQ QFO_OQ4z Q LL i O ZO N U) z M p A�+ LL /17 VJ > QX Cc Z —j N Z�U J Lr) Lo 000 O 0 c6c6o 0 0 O T-- M O C O O O r O��1 W> 000 r."4 r N M r Cot Z Z - Z o .,..� W(w p W LI) o O � WSoo z LU F- wr2 =m== Z �Z�5 H �QW on �-�Zi� on W 13LZQU- OJmz U ZF- Z� 0 Q U J d a A170 w 2 WU) z LO \oJ0 LO LAST PLOT DATE 11/11/2010 o p UNIT'1209' - INTERIOR ELEVATIONS OLRCH AT FOYER 11 2 - 1 -0 ELEV AT 20'-8 HEEL HGT. ELEV AT 18'-8" T.O.M. O T 2"X4" FRAME WALL ELEV AT 10'-8 _ 2ND FL FF ELEV AT 9'-4" _ T.O.M. ELEV AT 0'-0" 4 ih i t 2'-0" V-6" 2'-6" V-6" 3" FILLER T-0" 3" FILLE 2'-0" V-6" 2'-6" 3" FILLER RANGE KITCHEN 1'-0" w um WQQV' iV O o N >2Qp \ T // WIRE SHELF \ cV Wp CD —OQZ Z / REF SPACE VERIFY W/ MANUF "HANSEN" > ? ��W� cn� HOOD 4" BACKSPLASH i UZ04 W 2- - <W00 m: 2 Lu Z Wc9=pJ no a J Will W Lu I- a zo�mcn F-rz- Q 2'-0" V-6" 2'-6" 3" FILLER RANGE KITCHEN 1'-0" SPLAYED D5 UTILITY ROOM 1 /2 - 1 -0 —14 1/2" X 16" DRYER VENT RECESS 12 6 I` PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) 12 R-30 BLOWN INSULATION 6 R-19 BATT AT ALL Q KNEEWALLS M. JITE111111 W.I.C. W.I.C. 42" H. RAKE WALL - W/ WD. CAP ® \ L GREAT / COV. ROOM KITCHEN PORCH BEYOND .r 1ST FLOOR FF LJ SEE FOUNDATION PLAN FOR FOOTING SIZES & LOCATIONS UNIT '1210' - BUILDING SECTION 1/411 /4" = 1'-0" 9 0 KITCHEN 1/211 /2" = 1'-0" 0 io 4 co VANITY LIGHT---,,,,. O in t j co I c Q 42" HIGH `o MIRROR q TB 4" BACKSPLASH MC 9 c0 - N � T T C T , M TUB 1 T-6" 4'-9 1/2" 2'4" 2'-6" 1 1/2" FILLER BATH #2 1/211 /2" = 1'-0" ELEV AT 18'-8" T.O.M. BEDROOM #2 TO TO HALL BAT #2 16" DP. FLR. TRUSSES R-11 INSUL. 12 AT 24 O.C. ;Z-7 4 _ ELEV AT 10'-8" _T_T2ND FLOOR FF _ _ _ ELEV AT 9'-4" LEDGER _ T.O.M. Z7 ]H -ARCH ARCH TO� PWDR FOYER BATH ENTRY N TEXTURED CEMENT FINISH OVER CMU (TYP.) ELEV AT 0'-0" 1 ST FLOOR FF 0 ch KITCHEN 1/211 = 1 1-011 c0 6 0 r N VANITY LIGHT OPT VANITY LIGHT WITH OPT. BOWL 42" (HIGH MIRROR O 9 MC /74" BACKSPLASH ODCID M 2'-6" 2'-6" 1 1/2" FILLER MASTER BATH 1/211 = 1'-0" OPT BOWL TP C ao 0) ~ V N w um WQQV' iV O o N >2Qp Zp T WZW� WIRE SHELF cV Wp CD —OQZ Z N "HANSEN" > ? ��W� cn� BOX 220 VOLT Wpo0Z N UZ04 W 2- - <W00 m: 2 Lu Z Wc9=pJ no a J Will W Lu I- a zo�mcn F-rz- Q JIM uJ I W i i D i cD o � V M N 0 m 000 �.,' ii C!) 0' M SPLAYED D5 UTILITY ROOM 1 /2 - 1 -0 —14 1/2" X 16" DRYER VENT RECESS 12 6 I` PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) 12 R-30 BLOWN INSULATION 6 R-19 BATT AT ALL Q KNEEWALLS M. JITE111111 W.I.C. W.I.C. 42" H. RAKE WALL - W/ WD. CAP ® \ L GREAT / COV. ROOM KITCHEN PORCH BEYOND .r 1ST FLOOR FF LJ SEE FOUNDATION PLAN FOR FOOTING SIZES & LOCATIONS UNIT '1210' - BUILDING SECTION 1/411 /4" = 1'-0" 9 0 KITCHEN 1/211 /2" = 1'-0" 0 io 4 co VANITY LIGHT---,,,,. O in t j co I c Q 42" HIGH `o MIRROR q TB 4" BACKSPLASH MC 9 c0 - N � T T C T , M TUB 1 T-6" 4'-9 1/2" 2'4" 2'-6" 1 1/2" FILLER BATH #2 1/211 /2" = 1'-0" ELEV AT 18'-8" T.O.M. BEDROOM #2 TO TO HALL BAT #2 16" DP. FLR. TRUSSES R-11 INSUL. 12 AT 24 O.C. ;Z-7 4 _ ELEV AT 10'-8" _T_T2ND FLOOR FF _ _ _ ELEV AT 9'-4" LEDGER _ T.O.M. Z7 ]H -ARCH ARCH TO� PWDR FOYER BATH ENTRY N TEXTURED CEMENT FINISH OVER CMU (TYP.) ELEV AT 0'-0" 1 ST FLOOR FF 0 ch KITCHEN 1/211 = 1 1-011 c0 6 0 r N VANITY LIGHT OPT VANITY LIGHT WITH OPT. BOWL 42" (HIGH MIRROR O 9 MC /74" BACKSPLASH ODCID M 2'-6" 2'-6" 1 1/2" FILLER MASTER BATH 1/211 = 1'-0" OPT BOWL TP C ao 0) ~ V N w um WQQV' 0 O o N >2Qp Zp T WZW� NLu =mF Wp CD —OQZ Z LL p 1=-� pw�Z > Z w ��W� cn� 2 Wpo0Z N UZ04 W 2- - <W00 m: 2 Lu Z Wc9=pJ no a J Will W Lu I- a zo�mcn F-rz- Q JIM uJ o � V M N 0 m 000 �.,' C!) 0' M G1 N N W W H < o:0�_a0�w �j W O I- Z D! ��~ Z Q �( U u.000, -i0 <OR-imw LoZmocl -� a 8W29OZOWOOomz= � 00 Z Oaa>v5WW�v5IWW<0 0 ¢O��J.�Og�QnZgwp�VQCL¢ 0 5 YZ Q 09QIn OLL Q 0 >t O ZO N O cy)OO Q 0 J ti T7 F- cu er Q N ti J Z W IZLU JLO LOr 00 V" r 0 T_ O mco GO r Cl CO c O o 0 r 0 cJ� ^' � �j o 0 N 0 M � r Z z 0 W W W > p Q F a C� C—' � - Q Oa�a z�F-W ~m000 Z Z'S i-mzw �••� W Z Z LL- O z a ui Vv�Z0) z FQo aJ Z a U o: A18U O 2 W\11.0 L LAST PLOT DATE a r-1 11/11/2010 UNIT'1210' - H -J ELEVATIONS 1. SPECIFICATIONS 1. 1. 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-02 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: CONSTRUCTION: REINFORCING STEEL SHALL BE ASTM A615-94 GRADE 40, fy = 40 Ksi 1. 1. 1. ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4.1.3. 1.1.2. ACI 530-05, ASCE SIrMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE 3,000 Psi 3,122 Ks! SPECIFICATIONS FOR MASONRY STRUCTURES. 4. 1.4. 1. 1. 3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL N RECORD. ACCOMPANYING SUPPLEMENTS, DESIGN COVER REQUIREMENTS: 1. 1. 5. FLORIDA BUILDING CODE (FBC), RESIDENTIAL, 2007 EDITION (INCLUDING 2009 SUPPLEMENTS). ftr a 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN C -I -P CONCRETE NOT EXPOSED: 1Y2" z INSTITUTE OF STEEL CONSTRUCTION, (AISC) 9TH EDITION. 4.1.7. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 -LATEST EDITION. TRUSS PLATE INSTITUTE TRIII-02, 1.2. DESIGN: Wxoe �� 1.2.1. ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE Wa C0111 1.2.2. ACI 530-05, ASCE 5/'TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 LUZ)=0 sraC0 F=-Fx- SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM 0270-01a, 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 o m 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 JANl� C� N.� tNN BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF W _j(1) :�pC0LLO0OJF LO�OOmaz 11 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCIF O Z CA LL 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF LLQ 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 (n M TOP CHORD: 15 PSF L M O 0 BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF z G N TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1, SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF 2. 2, 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. O O 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF QO 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A (0 O CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINTAND IN ANY DIRECTION ON THE RAILING. Q OO 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A 4t�L O 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 . AT ANY POINT IN HORIZONTAL LOAD APPLIED ON 1 SQ FT THESYSTEMI, 2.3.4. 2.3.1., 2.3,2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301 OF THE FBC, RESIDENTIAL, 2007 EDITION W/ 2009 SUPPLEMENTS, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING, INTERNAL PRESSURE COEFFICIENT OF +/- 0.18 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-02 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615-94 GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 24", #3 BAR 118". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE 2,500 Psi 2,850 Ksi CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE 3,000 Psi 3,122 Ks! 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 r YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF N RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: O0 d C -I -P CONCRETE FORMED AGAINST EARTH: 3" ftr a C -I -P CONCRETE EXPOSED TO EXTERIOR: 2" �Z C -I -P CONCRETE NOT EXPOSED: 1Y2" z 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. nIWIA 4.3. 4.4 4.5 4.6. 4.7. CONCRETE: 4. 2. 1. 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN WAND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" 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 CONSTRUCTION SHALL BE MASONRY PLACEMENT AND 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 Ks! ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1, U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2002, BCSI 1-03 4.4.8, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH -7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA RESIDENTIAL CODE R703.6.2 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 Ks! ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ks! SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 461Ksi 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 V-0" of the building side wall. 4. FBC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" 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 be of a size and depth that will eliminate the disturbance of soil after the Initial treatment. 8, FBC R320.1.4 - Minimum 6 mil vapor retarder must be Installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R320.1.5 - Concrete overpour and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC R320.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC R320.1 - All buildings are required to have pre -construction treatment. 13. FBC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 4.8.4. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR R ECT ONLY. ANY DISCREPANCY OJ THE STRUCTURAL INTEGRITY OF THIS P 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY( OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 R306.4 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 HIOT 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. TO A DOOR WHERE THE NEAREST VERTICAL N INDIVIDUAL FIXED O R OPERABLE PANEL ADJACENT B. GLAZING IN A 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 (467 MM) ABOVE THE FLOOR. 73 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(78 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. GLAZINGIN SECTION 30 ITEM O R 8.4 TE BIN 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. EPROTECTIVE BARR308.4 ITEMS 7 AND 10 WHEN A IS INSTALLED ON THESE ACCESSIBLE . GLAZING IN SECTION 5 LAZ 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 Ys INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308A, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. , 9. SAFETY GLAZING IN SECTION R308,4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. rn 0 F- 0 MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY ZZ N LUQdZ DESIGN (fc) DESIGN (E) C -I -P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C -I -P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ks! C -I -P GROUT 3,000 Psi 3,122 Ki 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN WAND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" 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 CONSTRUCTION SHALL BE MASONRY PLACEMENT AND 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 Ks! ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1, U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2002, BCSI 1-03 4.4.8, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH -7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA RESIDENTIAL CODE R703.6.2 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 Ks! ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ks! SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 461Ksi 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 V-0" of the building side wall. 4. FBC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" 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 be of a size and depth that will eliminate the disturbance of soil after the Initial treatment. 8, FBC R320.1.4 - Minimum 6 mil vapor retarder must be Installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R320.1.5 - Concrete overpour and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC R320.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC R320.1 - All buildings are required to have pre -construction treatment. 13. FBC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 4.8.4. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR R ECT ONLY. ANY DISCREPANCY OJ THE STRUCTURAL INTEGRITY OF THIS P 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY( OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 R306.4 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 HIOT 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. TO A DOOR WHERE THE NEAREST VERTICAL N INDIVIDUAL FIXED O R OPERABLE PANEL ADJACENT B. GLAZING IN A 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 (467 MM) ABOVE THE FLOOR. 73 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(78 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. GLAZINGIN SECTION 30 ITEM O R 8.4 TE BIN 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. EPROTECTIVE BARR308.4 ITEMS 7 AND 10 WHEN A IS INSTALLED ON THESE ACCESSIBLE . GLAZING IN SECTION 5 LAZ 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 Ys INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308A, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. , 9. SAFETY GLAZING IN SECTION R308,4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. rn 0 F- 0 IY LU ZZ N LUQdZ Q O o LU 5: . M = Z 0 o r Lu OU _ U 0W r WZ_WZ Q00 W F-- � N 0 =m LLP F- OI- O W O0 d ftr a ~Z 0 F -LU o�� W �Z z LL=11W� fns W 2 WU_Ui R't`o0F_ C�(>) W000Z Z� UZNUIIJ } d = 0 2 LU OZF--Z� �d Wxoe �� Wa C0111 LUZ)=0 sraC0 F=-Fx- d 'W LL E O o m U-) ^, C) 00 U') O w N GM JANl� C� N.� tNN N ANN 0 Ut4 0) 04 1;4 Q LL! to W O N Q F - f1 O W Q Q V W _j(1) :�pC0LLO0OJF LO�OOmaz 11 U' O O can Oz Oz zQa�z ,azzLLOwU0a O Z CA LL J Wed Wz� a ¢,�tiW �_t-j ?wo ¢ d O aI- LLQ O arm 0 z N 0 cu o (n M L M O 0 cQ LL r � L r, z G N z WZLU 111.0 J LO r O O O QO (0 O Q OO 4t�L O O O N M W r Z Z O - � J .r•j W o w CD O W (Wj�_� a �p Z ax¢ F -W "~-(a00 == z Z �: 5 P-4 W> �ZZIt, -W2 O gZit 0 W U�Z� 2Z Z d Z a0- Z F- O a ti o: O U W NO 2 W0 \10=0 0 LAST PLOT DATE 11/10/2010 o p O STRUCTURAL F--� DETAILS COMPONENT & CLADDING DLSION PRESSURE 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. 10'-8`1 (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. V-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DLSION PRESSURE 42 O* ph enolosed 3 ssc. gust 1112 to 6.V2,pitqh Fxi 0 0. Height -'36 fe�e� imp°rtalloo Pector =1 0) R(SGSF WALL. 4oUb TROWTARY AREA(8.1 HTT22 5374* ZONE 1 ZONE &3 ZONE -4 ZONE 5 1.0. 20.9 -334-. 209 I 40A 30 3 -39.3; 345 4111 245 19.0 -32:2 14.0 -nA 34.0 _311 X6 •45.4 50: 167 -31.1 16.7 :_55;0 325 -33.6 325 41.0 100 14.7 -3111.......... 147 -4116 ADA 43.9 ..-93 30.11 125 14.7 : 301 14,7 48.9 3D ll 0 30:8 -37;7 Nates 1 Fgr4HeatWa areas pr wind spaatlp banr4en time given above=the load 220 2705 j`riaybe mtarpdatep alharoulae did the 1°atl pasaolel4d •ulih 1W„d I°wor offaafive area, SPH4 11360 2 Tilble vdlUaa shall be ai;"ted for Height and a><posura by multiplying by adju$tmallt, 1240d x 1 112" MUST15 ddafaolen4atn Table R3,01.2(3) dflhe Flprida Flesldanllel Curie 2004 3335 8»1'64 $Irti'kets & (1:) 3 Plus and minussigns signify "ressurss apting'toward and away from tha;building 1390* 1195, surfaaas LTT19' .. . UPLIFT, CONNECTION CROSS-REFERENCE USF' STRUCTURAL CONNECTORS ” SIMPSON STRONG -TIE rnntaiGrrna UPLIP72APACITY 0,T RAL, FASTENERS CONNECTOR UIP IFT,CAPAPITYr LATERAL FASTENERS W.�_ 11 v' p m7i -F l I c&PArITY HTT16 42 O* 36$9* . 18.164 511 8-10d 5P1 4oUb . HTT22 5374* 4810' 32-16d & (1) 518'' A,B, HTT22 5260+ 52$0* 5/#" ATR'. 605 12104 6PT4 16:1W & -114 x3" LG�2 .2160 1859 -» 16 154 nker's & 7 LUCT2 1$50 1860. -' Wedge 4olts 2750.1,849 220 2705 1/4"x2114"TRen' SPH4 11360 1170 1240d x 1 112" MUST15 4265 3335 8»1'64 $Irti'kets & (1:) LTS1'4 1390* 1195, 8-1Od & 1 314" A'13'- LTT19' 1390" 1'95* 3/4'ATR LTTI31 2825* 2429" -1 -10dx 1 1 "& (1)LTTt3l sr�° A.B. 1'78530,166 23'10 2310* ' 18 144 x 1 1/2" & (1) 516' ATR 1325 95 20-1.Od . HTS20 11450 1245 20.144 LSIA18 1235 1110 FRAM1= AP[� 1CAT10'NS 14-101' 15TA18 FRAME AP LIQATIgNS`. 1185 1440d . LSTA24 f23Er I in AH Y 1 1Fl H2:5 1 415 1 365 1:50 1 10-B00-112` SPT22 72`" 623: 260 8-10d 5P1 4oUb + + 7t1» va 'SPT24 I 56 833 269' 12-10d SP2 110651 605 12104 6PT4 1.075 924 c325 2440 6-104 x 11/2" RPA 885. 7 0. 6-106 is 1 12'" , SPTH4 2750.1,849 220 2705 1Z14d-x 1 112" I SPH4 11360 1170 1240d x 1 112" MUST15 4265 3335 -- 22=144& 1 5/8"ATR MGT 5985 3330 22»104& 1 516""ATR. LUGT.2 2 1 B 440 32-14d LOT2 2054 1'78530,166 -Sinkers 0 1530 1325 95 20-1.Od . HTS20 11450 1245 20.144 LSIA18 1235 1110 - 14-101' 15TA18 11235 1185 1440d . LSTA24 f23Er 1235 Q O 7TSW (� (n 0 Z 2 5 1235 1:8 I d LSTA30 1840 1 1640 - 22-104 L5T'A30 11640 1.k140 - 22104 L5f'A 164Q I 1!440 - 22-101' LETFA061 1 11.644 1640 24»1Od * CAPACITY I6 EIASED ON CONCRETE= EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU DO,NQT DRIVE NAILS THRQP5H THE Tf'UIS PLATE ON.THE'QPPQSITE,SIDE OF THE TRUS%5_ WHICH COLtI q. F,.ORCE.THE PLATE.'OFF THE TRUSS', ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE cy LU J + + + + + + + + + + + F ONG APPLICATIONS t + + + + + + + + + o HUNG APPLICATIONS _ + + HUS26 1925 1655 20-16d, FIVS26 1550 1550 1 2046d THDH26 ^2 HUS28 2235 2574 1938 2210 2F� 164 30-164 HgU520,2 • HU528.. c325 2440 1996 - 2b00 5-1144 30-1 ad THDH21 d- 3490 3020 S8 -16d HGUS 8-2 220 2705 48-18d + IN HEIGHT �F- --- + + + + + + * CAPACITY I6 EIASED ON CONCRETE= EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU DO,NQT DRIVE NAILS THRQP5H THE Tf'UIS PLATE ON.THE'QPPQSITE,SIDE OF THE TRUS%5_ WHICH COLtI q. F,.ORCE.THE PLATE.'OFF THE TRUSS', ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE cy LU J + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + o + + + + + + + + + + + + + + + + + + + t + + t + + + t CO + t + + + t + t t + + + + + + t + + + + + + + + + + + + + + + t + + + + + + + + + oz LLQ ❑ EXTERIOR FINISH F -Z 0 =OU 1=W QZ PRE -FAB CHIMNEY 15/32" CDX SCO cnFn w 2 PLYWOOD OR + + 6'-0" (TYP.) 7/16" OSB Ja. + + + + + IN HEIGHT �F- --- + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + RIDGE LINE 4 w R F GALV. METAL — — — 1/2 SHEATHING OR O.S.B. 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE M N FLASHING —\ � � Q 2"x4" STUDS @ 16" O.C. MAX. 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & " z + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE N + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER o6 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 TRUSS TOP CHORD NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF 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" ill y �I 36" MAX. US o 7/" CEMENT PLASTER MUGT15 NP.J, GIRDER TRUSS IN ACCORDANCE A71 r WITH ASTMC926 SN1 a 2X TOP PLATE FELT BACKED METAL ATTACH BLOCKIN LATHE IN 5/8"0 TO TRUSSES W/ USP USP HTW20 @ EA. CORNER SLOPE ACCORDANCE WITH .�.. THRU MP -34 ANGLE TYPICAL ° °; ASTMC1063 BOLT PRE-ENGINEERED WOOD TRUSSES �f J .... TYVEK 7/s'O.Bs. 2 X B.U.0 / r� �� PRE -FAB CHIMNEY ASSEMBLY SHEATHINGMETAL 6 FLASHING RICKET �� 1 3Y2" UNPERFORATED US e FLANGE SCREED WEEP MUGT15 TYP. A \ t! A MAINTAIN BOTTOM Y2' CEME KEEP TOP EDGE OF WEEP SCREED CEMENT PLASTER PLASTER FINISH OF WEEP SCREED 1 1/2" TO 2" ABOVE CAULK PER 2'" ABOVE TOP OF ROOF SHEATHING IN ACCORDANCE SCOPE OF WITH ASTMC926 WORK BLOCK OVER WOOD 2ND BOTTOM FLOOR JOINT ONLY BUILT—UP TY P I CAL USP MUGT15 TO\ -2"X4"@ 16 O.C. MAX. COLUMN DETAIL " (2) 2"x4" BLOCKING W/ 1/2" PLYWOOD FLITCH TYP. TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0 ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BE CAULKED USING CAULK PER SCOPE ''•• OF WORK STD. 900 BOND BEAM FILL CELL HOOK CEMENT PLASTER NOTE THAT OVER BLOCK IST .......... FLOOR THE HOUSE � ............................... HTA 20-18 /HTA 20 CONT. #5 INSTALLATION @ MID SPAN CONT. #5 > STD. 90° BAR WRAP AND METAL BAR HOOK E LATH MUST GO OVER #5 CONT. .. NOTE: FROM THE TOP OF LOCATION OF UPLIFT VALUE FOUNDATION THE WEEP SECOND RT16 IS BASED ON + TO HIGHEST FOR DECORATIVE S.P.F. SCREED CEMENTITIOUS BOND BEAM FINISH 4"-6" BELOW GRADE BOND BEAM STEP o USP RT16 USING ® 16-8d x1 1/2" NAILS SCALE: N.T.S. WEEP SCREED DETAIL a a ,o UPLIFT =1030# SCALE: N.T.S. TYPICAL RT16 INSTALLATION A/C UNIT. SV SHEET METAL DEWS PER BRACKET 4" MIN. EMBEDMENT ;;, (4) HURRICANE F ° SEE SCHEDULE FOR BRACKETS SIZE AND QUANTITY OF FASTENERS 3/8" DIAMETER i m ° ° CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN p TYPICAL • e i as 4r V � 4 SCALE: N.T.S. INSTALLATION -1$ /HTA 20 TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION co 0 � U`� w rL PRE -FAB CHIMNEY CAP o WQ O Q co FLASHING W F- ow 2"x4" BLOCKING (SEE MANUR w00J �ULLZ gQ USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) QwFF--Q m wo00 EACH JOINT TYP. OOZ oz LLQ ❑ EXTERIOR FINISH F -Z 0 =OU 1=W QZ PRE -FAB CHIMNEY 15/32" CDX SCO cnFn w 2 PLYWOOD OR w❑oOZ Q 7/16" OSB Ja. z = BLOCKING @ MID POINT Q WHEN CHIMNEY EXCEEDS 6'-0" Z IN HEIGHT �F- --- C RIDGE LINE 4 w R F GALV. METAL — — — 1/2 SHEATHING OR O.S.B. 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 123 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE M N FLASHING —\ � � Q 2"x4" STUDS @ 16" O.C. MAX. 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & " z + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE N + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER o6 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 TRUSS TOP CHORD NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF 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" ill y �I 36" MAX. US o 7/" CEMENT PLASTER MUGT15 NP.J, GIRDER TRUSS IN ACCORDANCE A71 r WITH ASTMC926 SN1 a 2X TOP PLATE FELT BACKED METAL ATTACH BLOCKIN LATHE IN 5/8"0 TO TRUSSES W/ USP USP HTW20 @ EA. CORNER SLOPE ACCORDANCE WITH .�.. THRU MP -34 ANGLE TYPICAL ° °; ASTMC1063 BOLT PRE-ENGINEERED WOOD TRUSSES �f J .... TYVEK 7/s'O.Bs. 2 X B.U.0 / r� �� PRE -FAB CHIMNEY ASSEMBLY SHEATHINGMETAL 6 FLASHING RICKET �� 1 3Y2" UNPERFORATED US e FLANGE SCREED WEEP MUGT15 TYP. A \ t! A MAINTAIN BOTTOM Y2' CEME KEEP TOP EDGE OF WEEP SCREED CEMENT PLASTER PLASTER FINISH OF WEEP SCREED 1 1/2" TO 2" ABOVE CAULK PER 2'" ABOVE TOP OF ROOF SHEATHING IN ACCORDANCE SCOPE OF WITH ASTMC926 WORK BLOCK OVER WOOD 2ND BOTTOM FLOOR JOINT ONLY BUILT—UP TY P I CAL USP MUGT15 TO\ -2"X4"@ 16 O.C. MAX. COLUMN DETAIL " (2) 2"x4" BLOCKING W/ 1/2" PLYWOOD FLITCH TYP. TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0 ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BE CAULKED USING CAULK PER SCOPE ''•• OF WORK STD. 900 BOND BEAM FILL CELL HOOK CEMENT PLASTER NOTE THAT OVER BLOCK IST .......... FLOOR THE HOUSE � ............................... HTA 20-18 /HTA 20 CONT. #5 INSTALLATION @ MID SPAN CONT. #5 > STD. 90° BAR WRAP AND METAL BAR HOOK E LATH MUST GO OVER #5 CONT. .. NOTE: FROM THE TOP OF LOCATION OF UPLIFT VALUE FOUNDATION THE WEEP SECOND RT16 IS BASED ON + TO HIGHEST FOR DECORATIVE S.P.F. SCREED CEMENTITIOUS BOND BEAM FINISH 4"-6" BELOW GRADE BOND BEAM STEP o USP RT16 USING ® 16-8d x1 1/2" NAILS SCALE: N.T.S. WEEP SCREED DETAIL a a ,o UPLIFT =1030# SCALE: N.T.S. TYPICAL RT16 INSTALLATION A/C UNIT. SV SHEET METAL DEWS PER BRACKET 4" MIN. EMBEDMENT ;;, (4) HURRICANE F ° SEE SCHEDULE FOR BRACKETS SIZE AND QUANTITY OF FASTENERS 3/8" DIAMETER i m ° ° CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN p TYPICAL • e i as 4r V � 4 SCALE: N.T.S. INSTALLATION -1$ /HTA 20 TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION co 0 � U`� w rL o WQ O Q co o W F- ow r w00J �ULLZ gQ `- u0 QwFF--Q m wo00 OOZ oz LLQ ❑ *k F -Z 0 =OU 1=W QZ z }zw u_ =) SCO cnFn w 2 �0oOF- zU)0 f- w❑oOZ UZNUU.I �— }<Lu02 H Ja. LLJ O rn I= 00 O °�' Nrna�, t� c tC IN I 1� Cl N cu V`�Ncn01:14 w UI' w W W J �(Q�YO0 Q� J� 0Q?I O� Il O QQ JO Q O I2-- cyu)w OZOwOOD]z=�Q ZYOZZLL0WU (� (n 0 Z _j aJ. QF^—WWI V) rLWO UCQ .y+ Q, 0 j Q Y Z� Q �<�((Q LL Q O LL Z 0 N 0 N O > � U) co r CL u- T7 > I` O) 4Itt 5 cuCU c ~ Q Z —� N W Z L U JLo r O T O r O r d) m o O r- M O O O O r o O .` M � T- N ZZ O � /� �-��J Woo owl W p a '00Z W uj H Q N W w z �Z�� H '2Zre Q wiN >X11LL w (LZZLL 0 J ¢ H �Z ULnZcp Z ZQ �QO U O J a a O U w SN1 O W� 0 r LAST PLOT DATE 11/10/2010 o p +j O STRUCTURAL F--� 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' 12 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. GYP. PANELS INSERTED BETWEEN 2" FLOOR GYP. PANELS INSERTED BETWEEN 2" FLOOR LOCATION R -VALUE /TYPE OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH 2-16d TOE NAILS @ EACH HURRICANE ANCHOR @ EACH & CLG. RUNNERS W/ 2" STEEL H STUDS & CLG. RUNNERS W/ 2" STEEL H STUDS EXT CONC WALL R-4.1 HIGH PERM s „ END (TMP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ » BETWEEN ADJACENT PAIRS OF GYP. PANELS 2X4 BLOCKING @ 48" O.C. MAX. W/ BETWEEN ADJACENT PAIRS OF GYP. PANELS (U.N.O.) (OR /8 GYP. TYPE X @ SEE UPLIFT SCHEDULE 2X4 BLOCKING @ 48 O.C. MAX. W/ » » » „ GARAGE W/A HABITABLE ROOM METAL PL. UNDER EA. TRUSS COVERED USING 6" WIDE 1/2" TYPE "X" GYP. 2 16d TOE NAILS @ EACH END & COVERED USING 6 WIDE 1/2 TYPE X GYP. FOR UPLIFT (2) 16d TOE NAILS @EACH END & ()(ATTACHED W/ 1" DRYWALL SCREWS AT 12" EXT FRAME 2 x 4 R -11/R-13 KRAFT FACED ABOVE) CONNECTIONS. PROVIDE MOISTURE BARRIER GLUED TO ROOF SHEATHING (ATTACHED W/ 1" DRYWALL SCREWS AT 12" GLUED TO ROOF SHEATHING 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 �O.S.B. MIN. SEE ROOF VERTICALLY NAILED TO 2X4 BLOCKING W/ (2) 10d VERTICALLY NAILED TO 2X4 BLOCKING W/ (2)10d R-30 BLOWN -IN USP SPT24 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 CONNECTOR 2"x S.P.F. (OR EQUAL) 1` ' ELEV. VARIES FIRE CAULKA 15 LB ROOFING FELT (SHINGLES) PRE ENGINEERED ROOF FIRE CAULK 15 6" ROOFING FELT (SHINGLES) (INSTALL RAPPELS AT SAVE) STUDS @ 16" O.C. U.N.O. PRE ENGINEERED ROOF " EATHING U.N.O. „ 7/16" O.S.B. SHEATHING U.N.O. 1/2" CDX PLYWOOD OR 7/16" 1 ROW 2x BLOCKING @ 7/16 O.S.B. SH TRUSS @ 24 O.C. MAX. GARAGE SEPARATION ( ) 5/8" OR 1/2" HIGH TRUSS @ 24" O.C. MAX. R -11/R-13 KRAFT FACED ALUMINUM (GARAGE /LIVING) O.S.B. SHEATHING REQD FOR MID HGT. FOR WALL HGT. STRENGTH CEILING DRIP EDGE ALL EXTERIOR OR SHEAR WALLS < 8'-6". (2) ROWS 2x BOARD PER CODE (OR ALUMWUM FASCIA 5/8" GYP. TYPE "X" @ �s AS INDICATED ON THE PLAN. BLOCKING @ 3rd PTS FOR ATTACH GARAGE W/A HABITABLE 12 N.O. 2x SUB FASCIA 0 N�\c,�� COMMON NAILS SHEATHING N4" O.C.WALL HGT. > 8'-6". M ABOVE " FIRE RETARDANT TREATED FIRE RETARDANT TREATED �s K�<o „@ @ SEE THIS SHT FOR ROOM ) 2 VENTILATED ,_ „ BOUNDARIES, 6 O.C. @EDGES INSULATION CHART W/DRYWALL SCREWS @ SOFFIT O.S.B. 7/16" SHEATHING N-0" ON O.S.B. 7/16 SHEATHING 4 0 ON Q AND @ 12" Orr ,@ [� 7" O.C. CEILING & $" O.C. EA. SIDE OF WALL NOT EA. SIDE OF WALL NOT 573" J BOLT USP SPT22 CONNECTOR WALLS 8"x8"X16" KNOCK -OUT STAGGERED OVER PARTY WALL STAGGERED OVER PARTY WALL. �M 24" O.C. W/ 2"x3/16" 2x P.T. BOTTOM PLATE BLOCK W/ 1#5 CONT. SIMPSON RBC 36" O.C. W/ 6-10dX 1-1/2 BURN CLIPS AS PER FIRE WALL SIMPSON RBC @ 36" O.C. W/ 6-10dX 1-1J2 BURN CLIPS AS PER FIRE WALL �o ct`N�N PLATE WASHER (TMP.) 2' 6 x 6 W1.4 x W1.4 R30 MIN. BATT OR FILLED SOLID @ MFG. SPECIFICATIONS NAILED MFG. SPECIFICATIONS NAILED WWF OR FIBERMESH BLOWN INSULATION NAILS INTO TRUSS BOTTOM CHORD/ NAILS INTO TRUSS BOTTOM CHORD/ INTO TOP/BOT. PLATE ONLY @ � �s 3 1/2" MIN. W/GROUT „ INTO TOP/BOT. PLATE ONLY @ SCAB & (3) 1/4 X2-3/4 TITEN SCREWS o ' SCAB & (3) 1/4 X2-3/4 TITEN SCREWS EACH SIDE OF STEEL'H' STUD EACH SIDE OF STEEL'H' STUD oN�`NJ 1x2 P.T. HORIZONTAL » INTO MASONRY. NOTE: RBC CLIPS TO INTO MASONRY. NOTE: RBC CLIPS TO 90 HOOK DETAIL 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 O @ K.O. BLOCK STRIP INSTALLATION NAILS @ EACH END STRIP INSTALLATION NAILS @EACH END �— STD. 90'HOOK (SEE DETAIL) „ » PRE ENGINEERED ROOF CONTINUOUS TO FOOTER BELOW 3 1/2'(min.)- 4 TYPE S MORTAR I PRE ENGINEERED ROOF I I 3 1/2 (min.) - 4\ \\ TRUSS PERPENDICULAR TO 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. 24" MIN. LAP ARCHITECTURAL (1) LAYER 1/2" HIGH (2) #5 CONT. FINISH STRENGTH OR 5/8" GYP. WB. 4" 1x2 PT WD FURRING @ 24" O.C. W/ 1-3/8" DRYWALL NAILS OR #3 OR #4 REINFORCING BAR Fy= 40ksi U.N.O. MIN. 11 �> 11 DRYWALL SCREWS. T O.C. #3 & #4 LAP SPLICEK CEILING. 8" O.C. WALLS & 4" TYPICAL BEARING WALL STEP C 1/2 GYPSUM 2 FLOOR RUNNER W/ 3/16 DIA. X 3/4"=11'-O" 2" FLOOR RUNNER W/ 3/16" DIA. X WALLBOARD U.N.O. t(l) LAYER 1/2" HIGH STRENGTH OR 5/8" O.C. EDGE 1-3/4" TAPCONS @ 16" O.C. GYP. WB. W/ 1-3/8" DRYWALL NAILS OR 1-3/4" TAPCONS @ 16" O.C. R30 INSUL. MIN. S3 1x4 P.T. BASE NAILER ° DRYWALL SCREWS. 7" O.C. CEILING. 8" 30" MIN. LAP STD. 90 HOOK (SEE DETAIL) STD. 90° HOOK (SEE DETAIL) MOISTURE BARRIER 3/4" BASEBOARD (1) #5 VERT. IN FILL O.C. WALLS & 4" O.C. EDGES 1x P.T. NAILER MIN. 2500 PSI CONC. SLAB CELLS (SEE FDN. PLAN 8"X8"X16" CONC. KNOCKOUT BILK. W/ R30 INSUL. MIN. 8"X8"X16" CONC. KNOCKOUT BLK. W/ USP HTA20 @END OF TRUSS W/ 10-10d X #5 REINFORCING BAR TRUSS BOTTOM CHORD OR z v FOR LOCATION) (1) #5 ROD CONT. FILLED W/ GROUT (1) #5 ROD CONT. FILLED W/GROUT " 2x4 BLOCKING W/ 2-16d TOE MIN. PSI MAY VARY PER —A lx P.T. NAILER 1-1/2 NAILS INTO TRUSS & 4 #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. o `n MOISTURE BARRIER S13-602.lABC.1.1 ) ( SEE UPLIFT SCHEDULE r> EACH FILLED CELL TYPICAL S13-602.lABC.1.1 INSTALL HTA20'S PRIOR TO INSTALLING TYPE " X " @ GARAGE W/A FOR UPLIFT CONCRETE SLAB R 6X6 HEADER BLOCK U.N.O. NOTE: THE PROPRIETARY PANELS) HABITABLE ROOM ABOVE) W1.4XW1.4 WWF OR g NOTE: 36' MIN. LAP CONNECTIONS. PROVIDE FIBERMESH 1) SEPARATION WALL IN THE ROOF USP HTA20 @ END OF TRUSS W/ 10-10d X 1) SEPARATION WALL IN THE ROOF (1) #5 VERT. IN FILL CELLS (SEE S.P.F. DOUBLE TOP PLATE SYSTEM PROVIDES 2 -HRS 1-1/2" NAILS INTO TRUSS & 4" SYSTEM PROVIDES 2 -HRS FLOOR PLAN FOR LOCATION) (1) USP HTW20 WHEN W EMBEDMENT INTO CONCRETE (NOTE: PROTECTION PER GAASW1002 #6 REINFORCING BAR USP SPT24 CONNECTOR TRUSS ALIGNED WITH PROTECTION PER GA STUD BELOW GRAD w z Z INSTALL HTA20'S PRIOR TO INSTALLING 2) MASONRY WALL PROVIDES 2 -HRS 1/2" GYP. W.B. MIN. @ oo — 2) MASONRY WALL PROVIDES 2 -HRS #5 LAP SPLICE GARAGE SIDE IF APPLICABLE 2"x S.P.F. (OR EQUAL) E m ° o 2 PROTECTION PER UL -0905 THE PROPRIETARY PANELS) PROTECTION PER UL -0905 (1) ROW 2x BLOCKING STUDS @ 16" O.C. U.N.O. (1) #5 VERT. INFILL CELLS (SEE @ MID SEE THIS SHT FOR 6 MIL VAPOR / \\ FINISH GO c FLOOR PLAN FOR LOCATION) 9/2" GYP. WB #5 REINFORCING ROWS WALL < 8'-6". (2) INSULATION CHART . Z / � � \ � 1/2" GYP. WB @ 3rd PTS c� BARRIER p : p • � N . (1) #5 VERT. IN FILL CELLS (SEE a 5/8"— X 10" "J" BOLT @ BELOW GRADE (1) #5 VERT. IN FILL CELLS (SEE " » Z - TYPE "S" MORTAR (TYP.) Z BAR FOR WALL HGT. > 8'-6". 24" O.C. W/ 2"-• x 3/16" COMP. SOIL. ° FOUNDATION PLAN FOR LOCATIONS) TYPES MORTAR (TYP.) FOUNDATION PLAN FOR LOCATIONS) a 0 USP SPT22 CONNECTOR (COMPACTED TO 95% �� / /\/ \ 1 MIN. 2500 PSI CONC. SLAB w PLATE WASHER (TYP.) MODIFIED PROCTOR '� '�\ �\ STD. 90 HOOK MIN. 2500 PSI CONC. SLAB 4"x4" INSPECTION PORT AT MIN. PSI MAY VARY PER MUNICIPALITY w 4"x4" INSPECTION PORT AT Q 2X P.T. BOTTOM PLATE , (SEE DETAIL) MIN. PSI MAY VARY PER MUNICIPALITY w c Z U c _j 2 6 x 6 W1.4 x W1.4 EACH FILL CELL TYPICAL n „ v EACH FILL CELL TYPICAL E 3 1/2 MIN. WWF OR FIBERMESH ASTM D1557) NOTES: E 6X6 W1.4XW1.4 WWF a 3" IN. CLR. 6X6 W1.4XW1.4 WWF a F co 1x P.T. BASE NAILER 1. FILL ALL CELLS WHEN STEM WALL OR FIBERMESH ;� co 1x P.T. BASE NAILER N OR FIBERMESH e z u� N (2) #5 REBAR CONT. IS GREATER THAN 24" BUT LESS N F N ¢ — ON 3" CHAIRS TYP. 4" 1,4" M c� � � "> w � �� — THAN 40". U.N.O. 2. FOR STEM WALLS GREATER THAN — _ — .� R 1 718"----\ u p ° — R' _Z 40" HIGH CONSULT ENGINEER. — — - - - - — — - co u ° /\ / „( ) ° o o. \ ' \ ' 3 1/2"(min. o • �� 1/2 min. - 4 6 MIL VAPOR BARRIER � \ p o D �\\�\ 6 MIL VAPOR BARRIER 'Y TYPICAL MONO FOOTING WALL SECTION q �\ \ o \\\\\\� , \\ \ o ' ° \ \\ \\' 10„ SCALE: N.T.S. \\/ (2) #5 CONT. 4" \1 -Y" 8„ S3 #5 STD. 90 Fi00K U.N.O. MIN. " \/�\ 8'.' 1' 4/ 81, ALTERNATE TYPICAL BEARING 8 14 8 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 LOAD BEARING O I EXTERIOR WALL 8 C.M.U. „ P.T. 2x 1/2" GYP. BD. 1"x P.T. STUD (1) ROW 2x BLOCKING @ MID 2„ OLD GYP. BD. HGT. FOR WALL HGT. s 8'-6". (1) ROW 2x BLOCKING @ MID 1/2" FROM SLAB SEE CC/S3 N #5 VERT. IN FILLED CELL NOTE: (2) ROWS 2x BLOCKING @ 3rd HGT. FOR WALL HGT. s 8'-6". Z OR G/S3 FOR SEE SECTION C/S3 FOR C7 CONT. BEAD I 5/8"x6" "J" BOLTS PTS FOR WALL HGT. > 8'-fi". (2) ROWS 2x BLOCKING @ 3rd ARIE a 0'-0" ANCHOR BOLT @ 24" O.C. VERT. ADDITIONAL INFORMATION PTS FOR WALL HGT. > 8'-6". v A SEALANT 1/2" GYP. WB (MIN.) @ 3/4" RECESS FOR 6 x 6 W1.4 x W1.4 Q 2X STUDS @ 24 O.C. U.N.O. BOLT INFO. 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 °. 3 1/2" *USP I BOLT USP SPT22 CONNECTOR SIDE IF APPLICABLE. M SPT22 TMP. 5/8"-• EXPANSION BOLT @24 " O.C. a ° : INTERIOR GARAGE 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 1/4" DIA. X 3 1/4" TAPCONS @ 24" �— —= --•,-- 77-4- 04 e` N 2x P.T. PLATE 2x P.T. PLATE O/C & @ 6" MAX FROM END OF 2 x a 3500# MIN. TENSION 2600#) E �. a 1/2 GYPSUM WALLBOARD U.N.O. ' PLATE -� — — — — 4 ' / CONCRETE NAILS ASSUMED FINISHED SPACE ANCHOR E N _ a �/� W/ DRYWALL SCREWS @ 8"O.C. GRADE BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 " (2) #5 CONT. ON 3 6 x 6 W1A x W1.4 co c °. ° a ° / W 1-1/4" EMBEDMENT @ 12" O.C. STAGGERED, iv \ \ \ SEE THIS SHEET FOR END OF 2" x PLATE WWF OR FIBERMESH M CHAIRS (TYP.) WWF OR FIBERMESH M E /\ /\ / FROM BOTTOM PLATE TO CONCRETE INSULATION CHART MONO OR ..... STEM _-- _ Q ----- — —�.'.1 —_ �__ _° - `''v o • FOOTING MONO o p: p ° .. o u. c , \ ` m a u — u. �\� �\ _\� r� \ CONCRETE SLAB E d SHOWN FOR : ° ° D o °D. �ij�j �— p D. /� /� " /\��\� p �� .r \� —°--° 6x6W1.4xW1.4 , CLARITY ° ° /\� Z �\ \ \\\\' \/\ \ c • \\\\' r \ r\\ r\ r c — —'-o- -- �. WWF OR FIBERMES M D'. D \.\\ • \ \ \,° � \ / RE NF.SNFO FOR--Z SEE 4„ 1,_4„ 8" a ;—'a41 — *FOR BEARING / \\ / \ \ \ \\\ \/\ \\ /\\ \\\ OPTION #1 \\\ \\ �\ /\\/\\�/ /�% ^ SEE TYP. WALL SECTION FOR 6 MIL VAPOR / \/A WALL W/ \ \ \ \ \ \ \ \ \ �\ (2) #5 CONT. ��/��/ �/� » „ E BARRIER �� \ UPLIFT ONLY r / ON 3" 8 1 -4 8 CHAIRS 8" 1'-4" 8" ADDITIONAL SLAB INFORMATION. \ / \ N \ " (TMP) M (1) #5 STEEL. (CONT. 4- (TYP') 4 TYPICAL INTERIOR TYPICAL INTERIOR BEARING ON CHAIRS FRAME WALL TO C.M.U. WALL CONNECTION rD"'� BEARING WALL W/ UPLIFTKG WALL W/OUT UPLIFT KGG SLAB STEP & RECESS S.G.D. MM INTERIOR WALL SLAB STEP NON-BRG. rK""� SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 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 S3 ADDITIONAL SLAB INFORMATION ADDITIONAL INFORMATION. ADDITIONAL SLAB INFORMATION. ADDITIONAL SLAB INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH BLOCK WALL BEYOND EXPANSION JOINT —BLOCK WALL BEYOND MASONRY WALL AND „ �� I 3/$" MORTAR BETWEEN COURSES � MASONRY WALL AND PAD FOOTING 8 x4 x16 NOMINAL I it u u II PAVERS O.H.D. RECESS 13' E PAD FOOTING 13-1O.H.D. RECESS EXTEND FILL CELLS BLOCK WITH 3/8" L _ __JL _____JL____ _____JL_.-== _____JL__ _ ____ 3/S" MORTAR BETWEEN c N 8" MASONRY WALL TO FOUNDATION PAD _ F �r-------- �r------'— �r------- �r-- MORTAR BETWEEN i n u n N SLAB BLOCK 6 x 6 W1.4 x W1.4 " M CONT. FOOTING STEEL MAT REINFORCING. ' COURSES CUT TO 3 1/2 (min.) -4 WWF OR FIBERMESH i u u u u M n %/_ SLOPE. i u n u u ELEV. O'-0" — — _ _ I RADE — L_--- L------ L ---------JL ------ '-- ---� JL---- _ `\\ \ y/�\ _ r ..! ♦'4 •. a '. C /' / �r ° • / ---- ---- u — u ° A.F.F.— — — — — ° a GRADE //\� ": 4" iio I I .,I 1 � i �i= I � 1=� I `d / --�� ----- ° Z \ ' • -L—L •� d.• . Ti I I Z w -I — • \\ \\' W ELEV. -0'-41/2" L ---------JL- --- L .. - \ \ \ \ \ =�1� �� \ \ \ -�—A.F.F. °�� ° °�� °�. � � �. a ° �_ ., a .° .,,+•, . 4„ � t= a w � � i ELEV. -0 31/2 H \ \ \ I—IIIII—I I I�- I= / / Z e ° / �� / �j . +. " ". '. SEE A/S3 OR — I =I O D = M z ° °,°a '° . 2x4 CON or °' , �.° ° .4 ° A.F.F. O /\\/\\/ \\\ \\ \\\ \ \ J/S6 FOR _� °"� • U uQi REINF. INFO. I=� III—FOOTING ° ° N SEE A/S3 iOR _ U °. ' d' .. 4„ . \ BEYOND 4 ° J/S6 FOR 3" MIN. CLEARANCE -I I �i I III i �I�, , I i i ��' GARAGE DEPTH VARIES PAD REINFORCEMENT a ° a. " :° . MIN. REINF. INFO. 1'-4" (1 STORY 3" MIN. CLEARANCE 3' MIN. CLEARANCE (SEE SCHEDULE) 4' 4 1'-8" (2 STORY) DTH l'-8" (2 ST RY) SEE SCH D1 STORY) FOOTING IULE A_, ° GARAGE SLAB AT STEP rW� TYPICAL THICKENED SLAB EDGE rLGARAGE� DOOR SLAB RECESS ,l GARAGE DOOR SLAB RECESS JJ PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0"SCALE: 3/4"=1'-0" S3 SEE TYP. (WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SEC TION FOR SCALE: N.T.S. S3 �3) ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. co rn =w O ~ V N w w r w < 0 J Z p O N CL0m j Z o w0_j—j �0u_Z Zw- Ow _j CD W 2m� N� �� 00 T_ _00Z u_< D *k H�Z p�w �Z Z w U- MW� > cn� LU ,o 0 Z ~ UZN0Lu K aJ Do (L wCo) P—M �w sw—» __ _omcn I -F- 0 v v �M `er ocu a� INN cuF w 0 c 0P4 Cl L Uj wow LU � ww oz w (� W U Q ¢��_�O�w�U.UOD-jo ax o 00 �� apow Ozowoom�Z� v C'1 O p O Z l jcL8zwgg6zoowolw _a¢ow�¢ wz oa fA LL ¢o� org oHZ < ¢ U.¢ O U_ >E O Z O N OO O M p u- > L: 0 �- ca w 4 M Q . LD; C ~ J Z W W Lo —I L17 Lf) o 0 0 O C� 04 C14 oCO0 T- O Q 4ti o 0 � 0 O 2 O o r N vi r � Z Z —ZO ' ^ ui 0 w cn V W 0 F— O a. a X z00E-w ~0000 z (Dz�5 H W¢wM L3: CL O MZw LL OJ2 Z Z Ick Z Q 0LnZ00 Z 4 X40 U a F-01 tr O w W S3 z cf) 1111.0 Lo !� - -i LAST PLOT DATE o p r 11/10/2010 O STRUCTURAL F--� DETAILS -MONO (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & 7 5/8" 8" 7 5/8" 8" 7 5/8"g" (2) LAYERS UNDERLAYMENT FOR ROOF PITON 4:12. VENT OR 2ND FLOOR — — — — — — 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C SOLID AREAS ARE ❑ SOLID AREAS ARE (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT DOUBLE 2"x4" S.P.F. TOP PLATE VERTICAL JAM �� 5/$ DIA. x 8 J -BOLTS AT 6-3/4 41-3/4 71 AND 96-3/8 ABOVE GARAGE FLOOR. 3/4" FURRING STRIPS ❑ SAW CUT TO 10 1/2" /SAW CUT TO 10 1/2" ❑ FULL 8x8xl6 7/8" STUCCO FINISH PER ASTM C. STANDARD 3" DIA. TEE ALL J -BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS WALL O THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING WALL BLOCK THICKNESS APPLY 3 LAYERS R TOTAL SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. THICKNESS 7/8" OVER METAL SCREW OFF CAP (3" DIA W/ DRYWALL SCREWS (,I-- DOOR OPENING DOOR OPENING DOOR OPENING -CL LATH. FIRST 2 LAYERS 3/8" THICK FOR CLEAN-OUT @ 8" O.C. OR 4dWALL LT MIN. EXTENSION FROM DRYWALL NAILS --�'` � � EACH. 3RD LAYER 1/8" THICK. . a.. � � � � � CRICKET AS EXTERIOR FACE OF BLOCK WALL a IS1 1/2" MAXIMUM EXTENSION a . a e DOOR STOP MOLDING EXTERIOR REQUIRED FROM EXTERIOR FACE OF a A a WALL USP SPT24 @ EA. ST F1 ❑ ❑ BLOCK WALL IS 21/4"1/2" EXTERIOR GRADE o GARAGE DOOR --1 uSHEATHING FASTENED TO TO DRAIN 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" DOORJAMB WALL IS TO BE BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. WALL CLEAN-OUT q 2x4 PT sruDs @ 16" o.c. (2) 2X4 PT STUDS UNDER SCALE: N.T.S. S4 DOOR TRACK MASONRY LAYOUT D CARRIER/GIRDER TRUSS W/MOUNTING ANGLE SCALE: N.T.S. SL� NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS USP HTA20 @ EA. STUD FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER MAIN SPAN REFER TO WINDOW PRODUCT APPROVAL MOISTURE ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BYBARRIER UPLIFT MANUFACTURER. TYPICAL GARAGE DOOR BUCK K 8"X8"X16" K.O. BLOCK W/ 1 #5 CONNECTOR (SEE -1-�.F GLrJ, C•�- I ON -I- }U IND O� B SCALE: N.T.S. B4 CONT. AND FILLED W/ GROUT SCHEDULE) VERT. IN CONC. FILLED CELL S4 1W5STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITOH 4:12.SCALE: N.T.S4 ") 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C TRUSS BOTTOM CHORD OR KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ 2-16d TOE BLOCK W/ (1) #5 Z-(T Yp) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) FOR CONCRETE PLACEMENT /:NAILS @ EACH END DOUBLE 2x TOP BUILT UP COLUMN •.. PLATE 2"x BU - DOUBLE 2x4 SPF. #2 TOP PLATE w TOP SPLICE d..... • '.•.. •. .. •. i. w +' r-4 � 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAIL) °°°° 18-10d NAILS 2x S.P.F. STUDS @ 16" O.C. STD. 9flHOOK 2x TOP PLATE . °° 2-16d NAILS (moi 24" O.C. OR 2x CRIPPLES @ 16" O.C. CRICKET AS REQUIRED EQUAL TO TRUSS BOTTOM 5/8" Qi 'J' BOLT OR 5/8" O PRECAST LINTEL W/ (1) #5 CONT. IN CHORD OR BLOCKING MIN. B EMBEDMENT 2x STUD @ @ 4" O.C. FROM EACH HEADER OPENINGS GREATER THAN 6'-0" WIDE 2x BLOCKING @ EACH END W/ 10d J c Q 10d @ 8" O/C ILTI KWK BOLT 11 W/ (U.N.O. ON PLAN) M 24" O.C. MAX. FACE TO BLOCKING �cF USP SPT24 @ EA. STUD OPENING PROVIDE HILTII X -CF NAILS 2x P.T. PLATE OR EQUAL @ 112" O.C. =(2) 2x HEADER A STAGGERED FROM BOT. PER PLAN NOTE: FILLED CELL W/ (1) #5 VERTICAL REINF. INFO. PLATE TO CONCRETE PLATE SEE AIS3 FOR LENGTHS MUST BE 9 UPLIFT2795# (SPF)P #2) 1/2" EXTERIOR GRADE SHEATHING SEE FDN. PLAN FOR LOCATION 2x BOTTOM PLATE W/ (1) 10d @ 8" AT LEAST 8'-0" LONG. TYPICAL1) FASTENED TO TRUSSES WITH 8d BLOCKING P. a ' . 8 . n �. VARIES O.C. TO EACH HEADER FACE BOTTOM SPLICE COMMON WIRE NAILS @ 4" O/C � � BOUNDARIES 6" O/C EDGES & 870/C Tfl- OVER STUD FIELD ---NOTES: __-_-TYPICAL INTERIOR NON- 2 x 6 (MIN.) FRAME ° n1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. BEARING WOOD FRAME WALL J WALL HEADER DETAIL TOP PLATE SPLICE DETAIL M USP SPT22 @ EA. STUD NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION SCALE: N.T.S.SP HTT1 6 N PORT SCALE: N.T.S. SCALE: SCALE: N.T.S. S4 . S4 2x P.T. PLATE ROOF TRUSS @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. F= 2240 LBS SCALE: NTS S4 5/8" x 10" "J" BOLT @ 24" O/C MAX O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) PROPERLY. USP USP nc 8"X8"X16" K.O. BLOCK W/ 1MOISTURE BARRIER O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. CONT. AND FILLED SOLID ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT 1V#RVERT. 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 F TYPICAL FILLED LINTEL ASSEMBLY ((*"G SCALE: N.T.S. SLI SCALE: N.T.S. S4 ETE INSET TO HEADER SUPPORT NO. OIF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS 00-� �UIiZ III Z_W- EA. BLOCKING EA END EA TEND EA END EA END EXTERIOR HEADERS V.4' (1) (2) (1) (2) (1) USP LSTA30 41-91 (2) (3) (2) (2) _t_�- (1) USP LSTA30 9'-16' (3) (;3) (2) (3) (2) USP LSTA30 WIDTH OF OPENING VARIR FORM CONCR CREATE A SOLID BASE FOR BLOCK WALL ABOVE. 1/2"X9 1/2" PLYWOOD SCRAP MATERIAL SEE FfL00R PLAN NOTES FOR REQUIRED CONNECTION O 2 -ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3 -ROWS 12d USP SPT4 SPT24] 2X4 STUDS @ 24" O.C. X P.T. LATE MOUNTING BASE NOT MOUNTING BASE SHOWN FORM CREATES CONCRETE RECESS TO NAILS STAGGERED @ 12" SHOWN FOR CLARITY IN POSITION 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW SEE DETAIL BELOW FOR WATER SHED. O/C FOR 2"x10" OR A 2xCRIPPLES @ GREATER HEADER usr �r I /8"x10" "J" BOLT @24 O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P ar ar i � N w¢QO USP SPT4 g4 INTERIOR HEADER 2X4 BLOCKING T_ z X P.T. LATE MOUNTING BASE NOT MOUNTING BASE SHOWN FORM CREATES CONCRETE RECESS TO NAILS STAGGERED @ 12" SHOWN FOR CLARITY IN POSITION 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW SEE DETAIL BELOW FOR WATER SHED. O/C FOR 2"x10" OR A 2xCRIPPLES @ GREATER HEADER usr �r I SPT2 2X4 TOP PLATE ar ar i � N w¢QO OVERLAPPING g4 INTERIOR HEADER 2X4 BLOCKING Lu iL 5: z (2)16d TOE NAILS d NAILS @ 6" 00-� �UIiZ III Z_W- EA. BLOCKING 8" O/C TYP. 12d TOENAILS. v IM EXTERIOR HEADERS 2X8 WALL ABOVE m LL F- F-OOw Z SCALE: N.T.S. ENTRY G \ ¢z CRIPPLE STUD TOENAILS. z w K.O. BLOCK W/(1) BOLTS @ 24" O.C. \\�\ #5 CONT. & AX MOUNTING BASE DETAIL FILLED 0ZNUu.I �?- >- Q Lli a \ 5/8"X10" J -BOLTS 2X P.T. PLATE NAILED @ 2'-0" O.C. CONNECTION ASSEMBLY SEE PLAN FOR FOOTING C MASONRY WALL \\� \ ,�, DIMENSIONS TRAVEL DIRECTION OF ...... ............... INTO SEE SECTION AA/S1 AND �\ \ GARAGE DOOR SEE N/54 \� \ TRANSOM FRAMING �o �pFi�j� 0 10 S TRANSOM FRAMING\�\ �\ DETAILS \\ LO cd mono cn O m C",), SEE SECTION AA/S1 HOLD DOWN CONNECTIONS USP BOTTOM OF MOI NTIN ASE NOT REQUIRED @ BEARING AND BB/S1 FOR \ \; POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED WALLS WITHOUT UPLIFT UNcnP-iw BLOCK WALL. RECESSED GARAGE FLOOR. SPACE FOR GARAGE DOOR ` ADDITIONAL DETAILS � / USP AND WATER SHED FORWARD HEADER DETAIL Q O� CL aZgwpw LINTEL a¢¢OW Owa, 0 / SPT4 U SP SP SPT22 SF S RECESS SP SPT4 USP SPT4, 2X8 P.T. BOTTOM M LINTEL N O V) !CO D M p aLLL ~ • c a. a qa. I 2X P.T. BOTTOM IPIATE�_ c TAGGERED ROOF TRUSS ABOVE 2X4 TOP PLATE N w¢QO OVERLAPPING g4 INTERIOR HEADER 2X4 BLOCKING Lu iL 5: z (2)16d TOE NAILS d NAILS @ 6" 00-� �UIiZ III Z_W- EA. BLOCKING 8" O/C TYP. 12d TOENAILS. v IM EXTERIOR HEADERS 2X8 WALL ABOVE m LL F- F-OOw Z SCALE: N.T.S. ENTRY G \ ¢z CRIPPLE STUD TOENAILS. z w K.O. BLOCK W/(1) BOLTS @ 24" O.C. OP12d TYPICAL OPENING LARGER #5 CONT. & AX MOUNTING BASE DETAIL FILLED 0ZNUu.I �?- >- Q Lli a \ 5/8"X10" J -BOLTS 2X P.T. PLATE MAX. (MIN. (2) PER BOTTOM @ 2'-0" O.C. CONNECTION ASSEMBLY SEE PLAN FOR FOOTING C MASONRY WALL 4 ... ... . .. . . . . .... A ,�, DIMENSIONS TRAVEL DIRECTION OF ...... ............... USP HTT16 TYP. U.N.O. SEAT FOR BLOCK IS 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16 O.C. W/ (2) B POURED IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS 12d TOENAILS 5/8"x10" "J" BOLT @ 24" O.C. MAX. GARAGE FLOOR SLAB 8x8xl6 C.M.U. T/B DOUBLE 2 X 12 #2 SYP USP C (MIN. (2) PER BOTTOM PLATE) C HEADER W/ 1/2" FLITCH USP SPT4 SPT2 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o �- BEYOND. PLYWOOD SHEATHING o E PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" $4 O/C BOUNDARIES 6" O/C EDGES B & W O/C FIELD PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J -BOLTS @ 24" O.C. TROWEL FINISH (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY SEE GENERAL NOTES MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END -� PLATE (U.N.O.) N w¢QO PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) g4 INTERIOR HEADER O �- O N Lu iL 5: SLOPE FORWARD FOR DRAINAGE 10d NAILS @ (1) 2x SILL PLATE W/ (2) o 00-� �UIiZ III Z_W- :...,- GARAGE FLooR GARAGE ENTRY FORM DETAIL 8" O/C TYP. 12d TOENAILS. IM EXTERIOR HEADERS O m LL F- F-OOw Z SCALE: N.T.S. DOUBLE 2x4 (1) 2x SILL PLATE W/ (2) G \ ¢z CRIPPLE STUD TOENAILS. z w >-z~� �0 Lu GARAGE DOO TRACK MOUNTING BRACKET OP12d TYPICAL OPENING LARGER TRANSOM MOUNTING BASE DETAIL (U.N.O.) THAN 4 ft (2) 2x SILL 0ZNUu.I �?- >- Q Lli a \ ` SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK PLATE W/ MP3 CLIPS EACH SIDE MAX. (MIN. (2) PER BOTTOM CONNECTION ASSEMBLY SEE PLAN FOR FOOTING -2x4 STUDS TYP. 4 ... ... . .. . . . . .... A ,�, DIMENSIONS TRAVEL DIRECTION OF ...... ............... USP HTT16 TYP. U.N.O. SEE SECTION AA/S1 AND �\ \ GARAGE DOOR SEE N/54 @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P �o �pFi�j� 0 SCALE: N.T.S.Lr P.T. BOT. PLATE DETAILS \\ LO cd mono cn O m C",), HOLD DOWN CONNECTIONS USP BOTTOM OF MOI NTIN ASE NOT REQUIRED @ BEARING POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED WALLS WITHOUT UPLIFT UNcnP-iw BLOCK WALL. RECESSED GARAGE FLOOR. SPACE FOR GARAGE DOOR RECESS Q H H = O / USP AND WATER SHED FORWARD HEADER DETAIL Q O� CL aZgwpw USP SPT4 SPT2 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o �- BEYOND. PLYWOOD SHEATHING o E PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" $4 O/C BOUNDARIES 6" O/C EDGES B & W O/C FIELD PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J -BOLTS @ 24" O.C. USP S PT4 N w¢QO < O �- O N Lu iL 5: F- Ow o 00-� �UIiZ III Z_W- 2Q cVw IM \\�'\ O m LL F- F-OOw Z OZ ILQ O G \ ¢z NAILED INT z w >-z~� �0 Lu cn \\\\ \ TRANSOM O 0ZNUu.I �?- >- Q Lli a \ FRAMING MAX. (MIN. (2) PER BOTTOM =0sMCn F --F- TRANSOM FRAMING 4 ... ... . .. . . . . .... A ALTERNATE: 5/8" DIA. ATR EPDXIED SEE SECTION AA/S1 AND �\ \ @ 24" O.C. BB/S1 FOR ADDITIONAL \\ 0 V Lnv m DETAILS \\ LO cd mono cn O m C",), 1 USP SPT22 UNcnP-iw U RECESS Q H H = O / USP O U O Z O� CL aZgwpw LINTEL a¢¢OW Owa, 0 / SPT4 U SP SF S Z O 2X8 P.T. BOTTOM PLATE D THIS DRAWING. WALL PARTIAL INTERIOR ELEVATION FRAMING DETAILS ABOVE R SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. ENTRY SCALE: N.T.S. S4, SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) rn F=- U C N w¢QO < O �- O N Lu iL 5: F- Ow o 00-� �UIiZ III Z_W- 2Q cVw IM O m LL F- F-OOw Z OZ ILQ O z~Oco ¢z z w >-z~� �0 Lu cn F:u_oaH O� Wpo0Z Z�, O 0ZNUu.I �?- >- Q Lli a �CO ZU-' F0_j QQ x�a MAX. (MIN. (2) PER BOTTOM =0sMCn F --F- PLATE) 4 ... ... . .. . . . . .... A ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. THIS DRAWING. WALL PARTIAL INTERIOR ELEVATION FRAMING DETAILS ABOVE R SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. ENTRY SCALE: N.T.S. S4, SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) rn F=- U C N w¢QO < O �- O N Lu iL 5: F- Ow o 00-� �UIiZ III Z_W- 2Q cVw IM O m LL F- F-OOw Z OZ ILQ O z~Oco ¢z z w >-z~� �0 Lu cn F:u_oaH O� Wpo0Z Z�, O 0ZNUu.I �?- >- Q Lli a �CO ZU-' F0_j QQ x�a =0sMCn F --F- 4 ... ... . .. . . . . .... A I!. AU RSI 0 V Lnv m LO cd mono cn O m C",), UNcnP-iw U W a L- O I- Q aaXJ��o� a0LL Q H H = O av,� oZo�oomZ=¢c) �'cwaa >- w-� a (n w�coLLw¢ O U O Z O� CL aZgwpw LL a¢¢OW Owa, 0 0 0�zg O Z O N N O V) !CO D M p aLLL ~ O 2 > �-- t`► c 0) `u ~ -I Z N W Z�U JLO LO J J o 0 0 o 0)CDo O T --M O O 4O O O o M W r tV r � Z Z O �--'� J r'a .PM4 LUvr? p w to O � W O a [� F -0 OaX¢ ZW Lu F- O Z Z � � ¢ W O w .•�" �— � O��Z Z Z LL ULnZU n. �I, Q Z �1 ZQ --4 F 0 U Q J a a O U w O w = D LAST PLOT DATE o p 11/10/2010 O STRUCTURAL 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 @ AND NAILING SCHEDULE AND NAILING SCHEDUL 2x4 OUTLOOKER @ 24" 24"OUTLOOKER @ 48" O.C. 16d NAIL @ 24" O.C. USP RT16 OR EQUAL @ 24" O/C TOP CORD FOR SHEATHING DETAIL 2"x4" FOR SHEATHING DETAI O.C. (OPTIONAL - SEE "L" BRACE EA. OUTLOOKER REFER TO BLOCKING F479 OUTLOOKER ELEVATIONS) BACKNAIL W/ TOP CORD ATTACHED W/ 1 SEE STRUCTURAL ---,,,(2) 16d NAILS BLOCKING FOR NAILS @ 4" O.C. SECTION 1A ON FIRST FOUR @ 24" O.C. ROWS OF 45' f 24 MAX. TOP CORD TOP CORD BLOCKING USP RT16 OR EQUAL NOTES AND NAILING FIRST FOUR TYPICAL SHEET S5.1 FOR TRUSSES @ USP RT16 OR BLOCKING FOR 45't �,' 2x8 SYP#2 "L" BRACE FOR FIRST FOUR ROWS 4"' MAX @ EA. OUTLOOKER SCHEDULE FOR ROWS OF X -BRACING, AND EDGES OF 2x4 CR S BRACE I EQUAL @ EA. FIRST FOUR ROWS TO EXTEND @ LEAST OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 O TRUSSES @ GABLE TRUSS WEB TOP CHORD SHEATHINC,APPROX. 8" FROM I OUTLOOKER TRUSSES @ EDGES o EQUAL @ EA. „ „ \ BLOCKING 90 /o OF WEB LENGTH & OF SHEATHING TYPICA DOUBLE TOP PLATE EDGES OF DBL L BRACING DTL 5 / TYPICAL RIDGE FASTENED AT "L" BRACE TO EXTEND OF SHEATHING NP. I NOTCH @BOTTOM 2x4 CROSS BRACE APPROX. 2"x4" CROSS BRACE OUTLOOKER I 24" MAX SHEATHING NP. USPS"HGAM10 W/ (4) \ / INFORMATION EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB 2x4 CROSS BRACE 9 CHORD (SEE TABLE APPROX. 8 FROM SCALE: N.T.S. $5 BOL x & 4 WEDGE \ `� / WOOD • ) USP 8" FROM RIDGE FASTENED AT � „ „ � RIDGE FASTENED AT L BRACE TO EXTEND. ,� " BOLTS & (4) SDS ,\ \ TRUSSES & (2)10d TOE NAILS @ LENGTH (SEE TABLE) APPROX. 8" FROM RIDGE S 2"x4" LEDGER (MATCH SPT4 @ E EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) AT LEAST 90% OF WEB 2x4 T BLOCKING 1/4" x 1 1/2" EA. EN FASTENED AT EACH JOINT I BOTTOM CHORD SLOP STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x4 BLOCKING @ SCREWS n,1THROUGH GABLE TRUSS W/ (3) 10d & (2)10d TOE 2X6 FRAMED WALL - / \ 2x4 RAT RUN OF ADJACENT SCISSO NAILS @ EA. END 48" O.C. BRACING AT TRUSS VERT. WEB GABLE TRUSS I /2" CDX PLYWOOD OR SEE WALL SECTION I 16d NAIL 24" O.C. ON SPACED @ 48" O/C MAX. 7/16" OSB SHEATHING 5/8" OR 1/2"HIGH ��TRUSS)_ FOR SPACING 2x4 PANEL BLOCKIN 1/2" CDX PLYWOOD OR "L" BRACE 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIR ATTACHED W/ 10d STRENGTH CEILING 10dX5" O.0 THROUGH 7/16"OSB SHEATHING ATTACHED W/ 10d TOP OF BOTT. 8'-0" OF END WALL FROM EA. END NP. BOTTOM NAILS @ 6" O.C. EDGES BOARD PER CODE YL 1/2" CDX PLYWOOD OR 7/16" 48" O/C FOR THECHORD INTO P.T. PLAT @ _ CHORDFOR4 OSB SHEATHING ATTACHED FIRST (4) ROWS OF IATTACHED W/ 10d NAILS @ 4 O.C.ry 1 GABLE TRUSS NAILS @ 6" O.C. EDGES TYPICAL TRUSS SPANS CORD ATTACHED W/ (2)16-d TOENAILS AND 12 O.C. FIELD �.. W/ 10d NAILS @ 6 O.C. TRUSSES FROM EA. ATTACHED W/ 2 10dX3"' @ 3" O/C 1/2" CDX PLYWOOD OR - --_ EDGES AND 12" iO.C. FIELD END NP. TOP & AND 12 O.C. FIELD GABLE TRUSS WEB2x4 "T" ON TOP OF PANEL BLOCKING 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 DTL g TRUSS JOINT :. 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE NAILS @ 6" O.C. EDGE 2x4 PANEL BLOCKING @ 48 2x4 BLOCKING PANEL BLOCKING, 5/8" OR 1/2" HIGH 2x4 BLOCKING @ 24" 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED FIRST (4) ROWS OF TRUSSES FROM EA. END NP. O.C. FOR THE FIRST (4) ROWS SCALE: N.T.S. S5 FASTEN WITH 10dx3" @ 4" O/C INSTALLED PER AND 12" O.C. FIELD FASTEN WITH 10dx3" STRENGTH O/C W/ 2 -16d BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL 5/8" OR 1/2" HIGH STRENGTH CEILING BOAR 4" O/C DIAPHRAGM CEILING BOARD PER CODE TOENAILS @ EA. END 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE MANUF. NOTCH "L" BRACE HER @ NP. TOP &BOTTOM ATTACHED BLOCKING FASTEN WITH USP HGA10 @ 36 BLOCKING FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL MOISTURE BARRIER 2"x6" P.T. SILL � PER CODE FASTENED WITH 8d COOLER NAILS W/ 1 3/8"' DRYWALL NAILS 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C OR 1 1/4" LONG DRYWALL SCREWS COMPLYING O.C. @ 48" O/C OR MASONRY WALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8"-0" FROM INSTALLED PER MANU END WALL @ 4" O/C TYPICAL USP HTA20 @ EA. TRUSS USP HTA20 OR EQ. @ 4'-0" O. 5/8" OR 1/2" HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WITH ASTM C1002 FOR FIRST 8'-0" FROM END DBL. TOP .GABLE TRUSSDRYWALL SCREWS 7" 0/C .ARCHITECTURAL MOISTURE BARRIER STUD WALL - - - CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT WALL @ 4" O/C TYPICAL PLATE SEE TYP. SEC.) - - - - TRUSS CEILING & 8" O/C WALLS FINISH 5/8"x 10""J" BOLT @ 32" O.C. MINIMUM 6" FRO VERT. WEB (24" O/C MAX.) TYPICAL. ALTERNATE USP HGA10 ( VERTICAL PLATE SPLICES W/ 3/16"x2"- PLATE WASHER @ 4'-0" O/C ALIGNED WITH GABLE FASTENEDWITH 8d COOLER NAILS TRUSS) USP SPT24 @ EACH ST ,, ,, WEB OR 1 1/4" LONG DRYWALL SCREWS (2) 2x8 L BRACE EXT. WALL CONN. @ NOTE: IF EMBEDDED COMPLYING WITH ASTM C1002 FOR FASTENED WITH (3) NON -LOAD BEARING LOCATION D SECTION STRAP MISSED VERTICAL SECTION 2 FIRST 8'-0" FROM END WALL @ 4" SECTION 3 SECTION 4 16d PER SIDE WEB; USE O/C TYPICAL SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCISSOR GABLE °T° BRACE SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 SCALE: N.T.S. S5 MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 7 ADDITIONAL INFORMATION. AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX 'X" BRACE SEE DET. J/S5 CONTINUOUS BOTT M CHORD BRACING 2X4 MIN. X14bo z - �M 'r-j" .TOE 00 8d @ 6"O/C WOOD TRUSSES 2 x 4 BLOCKING W/(2) 10d NAILS @ EACH END @ 24" O/C (TYP) 24" 2"x4" OUTLOOKER @ 24" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING IVU_ wzwZ Ow q L x y6o w -OOZ rZ TRUSS CHORD MINIMUM 2x4 icy 1 1„ 12„ 12 - - CY w (GABLE END) CROSS OAC x 1 11 21” Ln=a cLu aa C0 I=—I=— a BRACING (SEE 2X4 STICK LUMBER IN LINE WITH JACKS (2) 16d COMMON NAILS • •2 PLAN FOR 2x6 SYP (see detail in en9 pack for grade) or 0.128" x 3" GUN NAILS 1° 12' 12" E LOCATIONS) USP HTW Q o 0 , 0 0 Q� o 2"x4" 2x8 SYP CHORD BRACE w a (2) 16d PER 0 BRACING W/(3) 10d x 3 . w ; � k (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONW/ (2) • @ EACH CONN. @ 24 CONTINUOUS ,� (2) USP LSTA18 W/ 5-10d / v cV U] OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS ROWS OF STAGGEREDc Q Q U 0/C SYP 1 1/2" TO ¢o� o~Eo�Z¢ ¢ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL COMMON WIRE NAILS (D = 0.207", L USP HGAM10 MOISTURE BARRIER STRONG -BAC STRONG -BAC STR" K & 8E x O = 4 1/2") OR EQUAL W/(4) -3/16"'x1-3/4" WEDGE Z O N '1 1/2" TO "T' BRACE TO "T" O fn = CO NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCKEWS OR EQUAL BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BOND BEAM EACH DROPPED FLAT TOPS OF CL LL > L= SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) P'._ �— c ti Q `U J HIPS FOR FRAMING MASONRY WALL (GIRDER NOT DROPPED) NOTE: 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5 -PLY, PROVIDE 114" DIA. x 7" LAG SCREWS OR EQUAL ARCHITECTURAL FINISH SPACE AS SHOWN FOR 3-PILY) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD THICKNESS OF THE LAST LAMINATION ( 2x4 "T" BRACE CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ (2) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION (2x4 SPF) THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ 16d COMMON NAILS. (ONE INTO EACH OUTSIDE 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES FACE OF B.U.C., SAME NUMBER OF ROWS, SAME EXT. WALL CONN. NON -LOAD "T" BRACE CONNECTION BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS g BEARING LOCATION(UNEVEN CLG. E VOLUME CEILING 9 DROP HIP DETAIL REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL"� SCALE: N.T.S. SCALE: N.T.S. AS PER BCSI 1-03 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR S5 S5 SCALE: N.T.S. ADDITIONAL INFORMATION. SCISSOR TRUSS 12 STUD SPACING NO (1) 2"x4" (U.N.0.) "L" BRACE "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 2"x4" OUTLOOKER @ 24" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING IVU_ wzwZ Ow q L O.C. W/ (2) 10d PER JOINT y6o w -OOZ rZ OZ U_Q O MINIMUM 2x4 - r.777. - - - CY w C 0 CROSS OAC O o X g Ln=a cLu aa C0 I=—I=— a BRACING (SEE p �• w ;t PLAN FOR o w E LOCATIONS) 10dx3" O/C Q o 0 , V V 0 Q� o 2"x4" o d. (2) 16d PER 0 M . w ; � k ... W/ (2) 16d TYPICAL w MASONRY WALL (GIRDER NOT DROPPED) NOTE: 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5 -PLY, PROVIDE 114" DIA. x 7" LAG SCREWS OR EQUAL ARCHITECTURAL FINISH SPACE AS SHOWN FOR 3-PILY) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD THICKNESS OF THE LAST LAMINATION ( 2x4 "T" BRACE CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ (2) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION (2x4 SPF) THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ 16d COMMON NAILS. (ONE INTO EACH OUTSIDE 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES FACE OF B.U.C., SAME NUMBER OF ROWS, SAME EXT. WALL CONN. NON -LOAD "T" BRACE CONNECTION BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS g BEARING LOCATION(UNEVEN CLG. E VOLUME CEILING 9 DROP HIP DETAIL REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL"� SCALE: N.T.S. SCALE: N.T.S. AS PER BCSI 1-03 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR S5 S5 SCALE: N.T.S. ADDITIONAL INFORMATION. SCISSOR TRUSS 12 "L" BRACING REQUIREMENTS STUD SPACING NO (1) 2"x4" (U.N.0.) "L" BRACE "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 2"x4" OUTLOOKER @ 24" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING IVU_ wzwZ Ow q L O.C. W/ (2) 10d PER JOINT y6o CD LO -OOZ rZ OZ U_Q O MINIMUM 2x4 USP RT -16 w U_�WLa La CO CO wOo0ir— r 0 CROSS OAC CORNER JAC . Ln=a cLu aa C0 I=—I=— a BRACING (SEE PLAN FOR w E LOCATIONS) 10dx3" O/C V V 0 2"x4" Cf) coo 4 (2) 16d PER TOENAI @ 6" O/C RUNNERS M . ; � k JOINT W/ (2) 16d TYPICAL UNI)�� a I v cV U] NAILS 12" MAX uS wO�' <O �<LL _j0 "L" BRACING REQUIREMENTS STUD SPACING NO (1) 2"x4" (U.N.0.) "L" BRACE "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-011- 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. OVERLAP TRUSS BRACING PRE-ENGINEERE AT LEAST TWO TRUSS SPACES 6" OVERLAP 2X4 BRACING @ 48" O.C. WOOD TRUSSES CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS -rte (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 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH ALTERNATE NON -DROP REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. CROSS BRACING DETAIL K_�J_� GABLE END DETAIL 2) "L"' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3"' NAILS @ 4" O/C. TRUSS BRACING OVERLAP DETAIL Km COSMETIC DROP CEILING FRAMING SCALE: N.T.S. SCALE: N.T.S. S5 SCISSOR TRUSS .T.S.�S5SCALE: NW/ DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 1 GABLE TRUSS 4 S5 S5 3 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 MAX. 12 AND LOCATION) " 6.9 MAX. 5 (SEE CH DULE FOR SIZE S5 AND LOCATION) 5 S5 GABLE TRUSS s 6Ji S5 S5 . 4. S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER USP LSTA 18 LsTUDS @ 16" O.C. �DBL. TOP PLATE USPHGA10(7�1'P.) STUDS@16"O.C. USP SPT24 UPLIFT CONNECTIONS- HIP WOOD FRAMED GABLE END BRACING DETAIL CONT. BEARING CONT. BEARING EACH STUD 1'-0" FRAMING MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL SCALE: N.T.S. GABLE END BRACING DETAIL GABLE END BRACING DETAIL SC,'ALE: 314"= ' " - SEE STRUCTURAL NOTES FOR WIND SIPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SIEE STRUCTURAL NOTES FOR WIND SPIEED SPECIFICATION NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30-0 (0 rnw = c LU ~ V N END JACK LU J Z `� 11'-0" MAX. w a >�0 N Zp IVU_ wzwZ Ow q L Qco wF=--¢ =mU_ y6o CD LO -OOZ rZ OZ U_Q O I=— a w v 9 w U_�WLa La CO CO wOo0ir— r 0 UZNUw }q=0w Fw- OAC CORNER JAC . Ln=a cLu aa C0 I=—I=— a w w E o w V V 0 0IN Cf) coo 4 M M . ; � k _X S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER USP LSTA 18 LsTUDS @ 16" O.C. �DBL. TOP PLATE USPHGA10(7�1'P.) STUDS@16"O.C. USP SPT24 UPLIFT CONNECTIONS- HIP WOOD FRAMED GABLE END BRACING DETAIL CONT. BEARING CONT. BEARING EACH STUD 1'-0" FRAMING MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL SCALE: N.T.S. GABLE END BRACING DETAIL GABLE END BRACING DETAIL SC,'ALE: 314"= ' " - SEE STRUCTURAL NOTES FOR WIND SIPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SIEE STRUCTURAL NOTES FOR WIND SPIEED SPECIFICATION NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30-0 (0 rnw = c LU ~ V N rw LU J Z `� O o N w a >�0 N Zp IVU_ wzwZ Ow q L Qco wF=--¢ =mU_ �� CD LO -OOZ rZ OZ U_Q O I=— a w � Z w U_�WLa La CO CO wOo0ir— Z�' wa00Z I-- 0 UZNUw }q=0w Fw- wa'U—' Toa- '-'o °-a. Ln=a cLu aa C0 I=—I=— Q w E o V V 0IN Cf) coo 4 U.) O N y (7 4 ; � k _X UNI)�� a I v cV U] W�om uS wO�' <O �<LL _j0 Q Q U CO) 0 o�W�oomLZoZ]�Z�¢ udiwawZwww05w�¢p � 00 O Z fALIL �¢¢Ow�� 6 pw0 a wz oa ¢o� o~Eo�Z¢ ¢ O Z O N O fn = CO M O CL LL > L= P'._ �— c ti Q `U J Z W Z�U JLO LO o 0 0 O 0 O 0 r- 0 M O OO O N •� � o 0 0 M � r N z Z O W LUW� LU a WF- W F-0 zWm¢W I.- LU =m== I— z Z � � qw0 W Q..¢ZU_ 0J"tZ V a.LnZU)) Z 3:q0 Q U O J a 0 W� S5ww 1 C0D > r LAST PLOT DATE o p 11/10/2010�4 O STRUCTURAL F--� DETAILS PROVIDE CONTINUOUS B.U.C. 3/8" "S" = NAIL 318" 24" MIN. LAP SPLICE BLOCKING FROM B.U.C. 8 - 10d NAILS TO 2 - S.P.F. CONST. GRADE TOP PLATE SPACING TO MASONRY BELOW STUD PER STRAP SPLICE MIN 48" APART - a nIIInIuua III -= - IIunIuIIIIII -= -uIuaIIIII -= -1IInI1IIIII II1mwwIIII1uIIIL1I _ I I _ _ u _ _ '1!ImmmI1llII1III _ _ uuuaIIIIL _ _IIIuIxIIIIIIIIII _ JIIInuuIuIIIII_ _ IIIuuIIIIIIII ® I I -- - -- - - --- - 1/ 2 " 1'-}° 1'4 6" 6" 3/41!2"bS TYP.TYP.S 1/2" -------tim o r- - - - - - - —Ir--I--ITRS o0 0 -0j S 0 0 0 iv SINGLE NAL EDGE SPACING 0 0 o 0 0 0 DOUBLE NAIL EDGE SPACING OPENING I(& NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL MSTAM 36 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL SPLICE BEYOND II IIaPART. PLAN VIEW DETAI L O NAIL INT. AT 6" O.C. W/8d COMMON NAIL -0" 11 L =1L _II ®STAGGER ALL VERT. JOINTS &NAIL @ 4" O.C.SCALE: 1 12=1' S(2) 2X8 P.T. LEDGER W/ 1/2" X 8" MASONRY WALL FLOO-RSYSTEM W/8d COMMON NAIL aAm TITEN HD 16" O.C. (2 ROWS) (4) 1/4X 2 1/4TITEN 6" MIN. SCREWS TO MANSONRY © NO SPLICE @ HEADER - NAIL SHEATHING TO 16"' O.C. WALL PER STRAP 2x4 P.T. ASE PLATE HEADER W/8d COMMON NAIL@ 4" o/c DBL. K.O. BLOCK TYP. WOOD TO MASONRY CONNECTION W/ MSTAM36 LL WALL SHEATHING INSTALL. & NAILING SCHED. C 2"x4" PANEL BLOCKING @ 48" 0/C SEE TYP. 2 -STORY WALL SECTION FOR SCALE: N.T.S. S6 SCALE: ADDITIONAL INFORMATION. FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 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. . T(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" 0/C, 2 ROWS STAGGERED GLUED TO ROOF SHEATHING 6" WIDE 1/2" TYPE "X" GYP. (ATTACHED W/ 1" W/ 8d @ 4" O.C., 2 ROWS STAGGERED bl= PART. PLAN VIEW LEDGER 2x4 LEDGER @ 4$" O.C. MAX. DRYWALL SCREWS AT 12" O.C. TO METAL FRAMING) LAP SPLICE DETAIL VERTICALLY NAILED TO 2X4 BLOCKING W/ (2)10d • FLOOR JOISTS - SEE FRAMING PLAN TRUSS WEBS W/ (2) 8d (TYP.) 2" CLG. RUNNER TOE NAILS @ EACH END SCALE: 3/4"=1' -0" -WEEP SCREED PRE ENGINEERED ROOF FIRE CAULKA 15 LB ROOFING FELT (SHINGLES) 2X4 RIBBONS, EACH W/ 4-16d •NAILS INTO EA. FLOOR TRUSS INSTALLED PER MANUF. TRUSS @ 24" O.C. MAX. 7/16" O.S.B. SHEATHING U.N.O. ED 2"x4" CROSS BRACE @ 4$" USP HTA20 @ 24" O.C. W/ NSTALLEDE ER. MANUF. (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 &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-ENGINEERED/TRUSS & MIN. 4" EMBEDMENT IN 24" O.C. MAX. EA. SIDE OF WALL NOT FLOORTRUSSES KO BLOCK 15 LB ROOFING (SHINGLES) STAGGERED OVER PARTY WALL. INSULATI ROQFCOVERIN 15/32"CDXPLYWOOD OR 7/16" 2ND FLOOR FRAME CONNECTION R SIMPSON RBC @ 36" O.C. W/ 6-10dX 1-1/2 BURN CLIPS AS PER FIRE WALL 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) S6 SCAB & I(3) 114"X2-314" TITEN SCREWS INTO TOP/BOT. PLATE ONLY @ INSTALLATIO SEE TYP. 2 -STORY WALL SECTION PER CHART FOR ADDITIONAL INFORMATION. INTO MASONRY. NOTE: RBC CLIPS TO EACH SIDE OF STEEL'H' STUD ON SHEET SN ALUMINUM DRIP EDGE BE INSTALLED PRIOR TO FURRING 2X4 BLOCKING W/ (2) 10d TOE FLOOR CONNECTION STRIP INSTALLATION — NAILS @EACH END rD ALUMINUM FASCIA PRE ENGINEERED ROOF S6 5/8" OR 1/2" HIGH STRENGTH CEILI x SUB FASCIA NOTE: I I TRUSS PERPENDICULAR TO @MASONRY 1ST FLR. SCALE: 3/4"=1 0 "- 1) MASONRY WALL PROVIDES 2- HR SEE TYP. 2 -STORY WALL SECTION BOARD PER CODE W/ 13/8" DRYWALL 2X4 SYP.. #2 X12" LONG SCAB @ WALL @ 24" O.C. MAX. 12" VENTILATED SOFFIT 1/2" GYP. WB PROTECTION PER UL - U905 (AS REQ D) FOR ADDITIONAL INFORMATION. NAILS OR DRYWALL SCREWS T' O/C EACH RBC CLIP W/ 10d @ 3" O.C. CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO (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 DOUBLE 2x S.P.F. TOP PLATE w USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TQ STUD SPT24 OR SPT4 @ 32"o.c. 1x2 NAILER MIN. PSI MAY VARY PER MUNICIPALITY ARCHITECTURAL FINISH a• & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 15/32" MIN. PLYWOOD SHEATHING 6X6 W1.4XW1.4 WWF z EXT. ONLY)2" FLOOR RUNNER W/ 3/16" DIA. X (1) LAYER 1/2" HIGH STRENGTH OR 5/8" 1 ( 1-3/4" TAPCONS 16" O.C. OR 7/16 OSB NAILED W/ 8d OR FIBERMESH z , @ GYP. WB. W/ 1-3/$" DRYWALL NAILS OR 2X BLOCKING @ EA. WAL „ - N Z " NOTE: EXTEND SHEATHING TO � COMMON NAILS @ 4 O.C. EDGES, � ? � � � STD. 900 HOOK (SEE DETAIL) DRYWALL SCREWS. 7 O.C. CEILING. 8 SHEATHING JOINT AND 6" O.C. FIELD U.N.O "� d - J co O.C. WALLS & 4" O.C. EDGES BOTTOM OF BEAM OR GIRDER w ( ) 2nd FLOOR WALL---�,�, 16" O.C. 2X S.P.F. STUDS 0 w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 --=-----=--- ° - J $"X$"X16" CONC. KNOCKOUT BLK. W/ R30 INSUL. MIN. 2x BOT. PLATE W/ (2)10d @ 6" O.C. APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" t _---_ (1) #5 ROD CONT. FILLED W/ GROUT ----- ---- 1x P.T. NAILER 2"x BOT. PLATE W/ OVER METAL LATH. FIRST 2 LAYERS 3/8" / , / a ° .4i ° ° R-3 MIN.. INSUL. PER F.B.C. (2007 ED.) 3/4" PLYWOOD DECKING GLUED AND NAILED W/W THICK EACH. 3RD LAYER 1/8" THICK. ° • ; \ S13-602,.1ABC.1.1 MOISTURE BARRIER (2) 10d @ s" O.C. 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL w ° BEAM/GIRDER INSULATION PER g MIL VAPOR BARRIER NOTE: USP HTA20 END OF TRUSS W/ 10-10d X 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2 -M -W OSB CHART ON SHEET S3 \ /� /� /� / 1) SEPARATION WALL IN THE ROOF @ r STD. 90 HOOK 1-1/2" NAILS INTO TRUSS & 4" (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6 CLEAN POISONED AND COMP. (SEE DETAIL) SYSTEM PROVIDES 2 -HRS EMBEDMENT INTO CONCRETE (NOTE: O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN SOIL. (95%" MODIFIED ,_ „ PROTECTION PER GA ASW1002 < AREA 1000 SG. FT. OF FLOOR AREA & SEALED D PROCTOR PER ASTM D1557) INSTALL HTA20'S PRIOR TO INSTALLING PENATRATION AREA W/ FOAM. DRAFTSTOPPING G 2) MASONRY WALL PROVIDES 2 -HRS SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. Si6 (4) # 5 CONT. ON 3" CHAIR PROTECTION PER UL -U905 THE PROPRIETARY PANELS) EQUAL AREAS. 2 — HOUR MAS. FIREWALL FL #5 VERT. IN FILL CELLS (SEE FLOOR SYSTEM METAL SEAT SECTION A (1) #5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATION) FLOOR TRUSS/JOIST O W/ STEP SEC O FILL CELL PLAN FOR LOCATIONS) ER PLANPLATE 0 _ SCALE: 3/4" = 1'-0"S+6 (2) 2X8 P.T. LEDGER W/ 1/2" X 8" TITEN HD) @ 16" O.C. (2 ROWS) NOTES: 1) LAP SHEATHING TO BOTTOM OF 4"x4" INSPECTION PORT AT TYPICAL 3/4" PLYWOOD DECKING EACH FILL CELL TYPICAL r� 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 2" CLG. RUNNER 2X4 BLOCKING W/ (2) 10d TOE NAILS @EACH END GLUED AIND NAILED W/ 8d �lx P.T. BASE NAILERGND FLOOR FRAME CONNECTIONCOMMONI @ 6" O.C. wF 5/8" GYP. TYPE "X7 @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" O.C. FIELD S6 CIL SEE TYP. 2 -STORY WALL SECTION SCALE: N.T.S. " 7/16" O.S.B. SHEATHING U.N.O. s � W/4 -10d TOENAILS (TYP.) 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP. WB OR 3/8" N STD. 90 HOOK FOR ADDITIONAL INFORMATION. PLYWOOID/ TYPE 2 -M -W (SEE DETAIL) 2ND FLR 1/2" GYP WB 8"x8"X16" CONC. OSB (DRAFTSTOPPING) KNOCKOUT BILK. W/1#5 ROD TO BE NAILED W/ 8d INSTALLATION PER CHART ON SHEET SN CONT. FILLED SOLID — — FIRE RETARDANT COMM014 @ 6" O/C TO W/GROUT TREATED O.S.B. 7/16" ONE SIDE OF THE FLOOR 8"X8"X16" CONC. KNOCKOUT TRUSS FIOR AN AREA <_ NOTE: LAP SHEATHING TO \ SHEATHING 4'-0" ON EA. < <r BLOCK W/ (1) #5 ROD CONT. 2 LAYERS 1 "X24" PROPRIETARY ( FILLED SOLID W/ GROUT BOTTOM OF BAND JOIST TYPE "S" MORTAR O SIDE OF WALL NOT 1000 SQ. FT. & SEALED TYPICAL TYPE 'X' GYP. PANELS INSERTED STAGGERED OVER PARTY PENATRATION AREAS W/ TOP CHORD BRG. TOP CHORD BRG. (2) 2x TOP PLATES CAPACITY 8"GONG. BILK. BETWEEN 2" FLOOR & CLG. WALL FOAM. DRAFTSTOPPING FLOOR SYSTE FL OR SYSTEM USP LSTA24 STRAP W/ 8-10d x 1-11/2" - SHINGLE ROOF- TRUSS SPAN 30' RUNNERS W/ 2" STEEL H STUDS BURN CLIPS AS PER FIRE WALL SHALL DIIVIDE THE 1x P.T. BASE NAILER NAILS TO STUD & 8-10d x 1-1/2" T MAX ADD (1) 2x4 STUD @ EA. TRUSS BETWEEN ADJACENT PAIRS OF MFG. SPECIFICATIONS NAILED CONCEAILED SPACE INTO BAND JOIST @ EA. STUD BRIG. FOR 30' < TRUSS SPAN < 40' (2) GYP. PANELS COVERED USING 6" APPROX.. EQUAL AREAS. R-3 MIN. INSUL. PER F.B.C. 2nd FLOOR WALL 2x4 STUDS FOR 40'< TRUSS SPAN < WIDE 1/2" TYPE "X" GYP(1) LAYER 1/2" HIGH STRENGTH OR 5/8 . INTO TOP/BOT. PLATE ONLY @ (2007 ED.) S13-602.1ABC.1.1 47' (ATTACHED W/ 1" DRYWALL EACH SIDE OF STEEL'H' STUD " GYP WB i(OR 5/8" GYP. TYPE"X"@ X" @ BAND JOIST 2"x BOT. PLATE W/ - TILE ROOF- TRUSS SPAN 25' MAX SCREWS AT 12" O.C. TO METALz'/:PRE 2X4 BLOCKING W/ (2) 10d GARAGE W/A HABITABLE ROOM ABV) ADD (1) 2x4 STUD @ EA. TRUSS BRG. ARCHITECTURAL FRAMING) TOE NAILS @ EACH END W/ 1- 3/8"' DRYWALL NAILS OR DRYWALL (2) 10d @ 6" O.C. FOR 25' < TRUSS SPAN < 32' (2) 2x4 FINISH SCREW$ 7"01C CEILING & 8' O/C WALLS STUDS FOR 32' < TRUSS SPAN < 39' (1) #5 VERT. IN FILL CELLS (SEE ENGINEERED ROOF & 4" O.C. EDGES U TRUSS PERPENDICULAR TO FOUNDATION PLAN & NOTES) R30 INSUL. MIN. WALL @ 24" O.C. MAX. 1/2" GYP., WB o_ (1) LAYER 1/2" HIGH STRENGTH (1)#5 VEIRT. IN FILL CELLS (SEE 1x WD FURRING @ 24" O.C. a 4"x4" INSPECTION PORT AT AOR 5/8" GYP. WB. W/ 1-3/8"' FOUNDA71ON PLAN FOR LOCATIONS) - TYPE "S" MORTAR (TYP.) NOTES: USE BASEBOARD g EACH FILL CELL TYPICAL DRYWALL NAILS OR DRYWALL MIN. 25010 PSI CONC. SLAB *USP MP4F 24" o.c. MP4F & EXTEND MIN. 2500 PSI CONC. SLAB SCREWS. 7" O.C. CEILING. W O.C. MIN. PSI MAY VARY PER MUNICIPALITY w 4"x4" INSPECTION PORT AT WALLS & 4" O.C. EDGES ? EACH FILL CELL TYPICAL w/ 12-Sd NAILS SHEATHING TO MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH 2" FLOOR RUNNER W/ 3/16" DIA. XA. 6X6 W1.41XW1.4 WWF a BOTTOM OF RIM `t MUNICIPALITY 4"to 6" BELOW GRADE MOISTURE BARRIER OR FIBERMESH o z N a 1x P.T. BASE NAILER 1-3/4" TAPCONS @ 16" O.C. BOARD/BAND c lx P.T. NAILER co gJOIST FOR STD. 900 HOOK (SEE DETAIL) "' 1st FLOOR WALL SHEAR WALL USP HTA20 @ END OF TRUSS W/ 10-10d X ° _ ° ao -° -'--- s ------ -- a- : -- ONLY. 04 ° 8 X$ X16 CONC. KNOCKOUT BLK. W/ 1-1/2 NAILS INTO TRUSS & 4 - r / FINISH GRADE ° p (1) #5 ROD CONT. FILLED W/ GROUT EMBEDMENT INTO CONCRETE (NOTE: USP LSTA24 STRAP w/ 8-10d x 1 11/2" NAILS 6x6 W1.4xW1.4 -�'/ � � ; ° B � �� - R-3 MIN. INSUL. PER F.B.C. (2007 ED.) INSTALL HTA20'S PRIOR TO INSTALLING 6 MIL VAIPOR BARRIER r . °� TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ WWF OR FIBERMESH �\ �\ �� z S13-602.1ABC.1.1 THE PROPRIETARY PANELS) ° EA. STUD \ °\�� NOTE: FLOOR PLAN FOR LOCATION) E CLEAN POISONED AND COMP. �� /� / 1) SEPARATION WALL IN THE ROOF SOIL. (95i%. MODIFIED (3) #5 CONT. ON 3" 2ND FLOOR FRAME CONNECTION(, ��/�j. STD. 90 HOOK SYSTEM PROVIDES 2 -HRS PROCTORPER ASTM D1557) CHAIR W/ 3" MIN. WOOD 1ST FLR. (3) # 5 REBAR ON 3" CHAIR .. 1 �_$�� (SEE DETAIL) PROTECTION PER GA ASW1002 -8- CLEARANCE @ SCALE: N.T.S. W/3" MIN. CLEARANCE 24MASONRY WALL PROVIDES 2 -HRS (4) # 5 C10NT. ON 3" CHAIR UPLIFT CAP = 928 PLF PROTECTION PER UL -U905 FIREWALL DETAIL @TRUSS SHEAR CAP = 355 PLF TYP 2 -STORY WALL SECTION ,1 PERPENDICULAR TO WALL E TWO STORY PARTY WALL SECTION B SEE TYP. 2 -STORY WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" Cv'6 SCALE: N.T.S. S6 SCALE: N.T.S. CJ+6 F' U � ri N W J Z p N W IL Z o w00J �Uu- OW 2Q wZw- W �Uj 0 =OOz OZ u) 4 �Z _0 HaPN w �Z > Z w } u- � W c0co) ��oaIn zco wpoOZ 0 UZNUw- -<2C72 Tuj O a -j �� wcn�a _J(L Will=osmu) 4=-F=-- ul " O V C, o S` � ` 'd'd c')oo00 o +' aj (+' ON m y c) t` w�NN�� FF W D III Lu uj wOH a o -10 0 co U. u- 0 Q - F- 00)jx9gz0w00w Z, Cj) ILLI�¢�pww�d�rZwzLu W -W Z �w�a G0 0 ¢OQ QI-O—HOP ¢ ILL �¢w O Z N CD Fn-- CO M O CL LL > L: O) <.2) N ~ J Z N W ZLU JLO LOr OO T— r O <- Q N 04 04 0) CO r O CM C)0 O O O QO M > r N r z Z ^ L ).v-4 UJ a Lu o � W �o�� zICE Q F- WH -w F- =m== N Z H n�/Z'S5 IL¢Wn O �Z� W CLZZtL O Z ULoZ� Z =¢O OCL Z F -U a O W WS6 2 O s cl) LO r LAST PLOT DATE 11/10/2010 o O -1-i O STRUCTURAL DETAILS -MONO E THEN WRAPPED AROUND STUD PLAN VIEW SCALE'. " = 1'-0" 2x4 SPF NOSING GLU NAILED MATCH NO&.., - OTHER TREADS 3/4" RISER CUT TO FIT NOTE: AND Z" GAP TOP AND THESE DETAILS ARE NOT PLAN BOTTOM, GLUED AND 2x4 SPECIFIC. THEY ARE PROVIDED TO Syp YOU AS A STANDARD TO CONSTRUCT for STAIRS. REFER TO PLAN DETAILS GLUED AND FOR RISE AND RUN INFORMATION. NAILED / 2x4 SPF NOSING GLU NAILED MATCH NO&.., - OTHER TREADS 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND Z" GAP TOP AND BOTTOM, GLUED AND 2x4 NAILED TO STRINGER Syp block for 2x12 TREAD — GLUED AND NAILED / 2x4 PT NOTCHED INTO \ STRINGER AND TAPCONED INTO FLOOR WITH GLUE \ AT STRINGER CONTACT POINTS � G E—� 3 Al I IsTOP 11 11111 2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING YA H SECTION VIEW _ SCALE:" = 1'-0" / STRINGER MUST MAKE FUL CONTACT WITH LANDING I �r \ 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 ALIGN THIS STUD WITH FACE OF 2ND RISER _I ------------ / / r 2x SYP CUT TO FIT \' I �I �i I BEARS IN WALL I i _----2x12 SYP ---r-� BEARS IN WALL �1 1�I 1 n uu '-2x6 SYP L/ \ 2x4 SYP BLOCKING FOR STRAP / 2x4 PT NOTCHED INTO STRINGER (SIMPSON TAZ15) / AND NAILED TO FLOOR WITH GLUE BEHIND RISER / AT STRINGER CONTACT POINTS F SECTION VIEW "A" SCALE: 1" =1'-0" STRINGER MUST MAKE D FULL CONTACT WITH LANDING / SECTION VIEW "B" SCALE: 1" =1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 2x SYP CUT TO FIT 1 1 BEARS IN WALL EI 2x12 SYP BEARS IN WALL t 2x6 SYP / \ / 2x4 PT NOTCHED INTO STRINGER , 2x4 CUT ON BEVEL / AND NAILED TO FLOOR WITH GLUE DOES NOT BEAR IN \ r / AT STRINGER CONTACT POINTS WALL ✓ n " _ f "E"SECTION VIEW D SECTION VIEW SCALE: 1" =1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO r PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 00x12SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1"= V-0" 0 2x4 GLUED AND NAILED SECTION D -D SCALE: 1" =1'-0" / -3/4 PLYWOOD ON DECK 1 ---2x8 SYP GLUED AND NAILED TO 2x4 SYP FRAMING BLOCKI All 2x4 DRAFT 2x12 FOR STOP TREAD STRAP GLUEDAND \ I ° 1 2x_j I I DTFT ST C P 2x4 PT NOTCHED INTO 1 STRINGER AND TAPGONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE � NOT TOUCH STRINGERS AT STRINGER CONTACT \ 4�GLUED AND NAILED TO STRINGER POINTS ,OR DRYWALL SPACING E SECTION VIEW _ SCALE:" = 1'-0" 3/4 PLYWOOD ON DECK - 2x8 SYP GU AND NAILEE FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C �i NOTE: 2x8 \ DRYWALL STOP / \ NOT SHOWN SCALE: 1" = 1'-0" —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER (SIDE) TO BOTTOM EDGE OF 2x12 [SIDE) —2x4 DRAFT RISER AND TREAD / STOP / \ —2x8 SYP DRYWALL STOP MUST / \ NOT TOUCH STRINGERS / 1 � I I J- 2x4 BLOCKING FOR 2x12 �I -1-2x4 PT UNDER 2x12 I 1 1 MOISTURE'PROVIDE ROTECTION / \ ATTACH ALL COMPONENTS \ OF STAIR TO CONC. W/" X \ 2" TAPCONS @ MAX. 32" O.C. / —ATTACH ALL COMPONENTS \ 1x4 GLUED AND / OF STAIR TO CONC. W/" X \ \ NAILED TO STRINGER / 214" TAPCONS @ MAX. 32" O.G. TOP OF TREAD / r `` STRINGER GLUED AND NAILED TO STRINGER / \ DRAFT STOP �N � SYP DRYWALL STOP 1 \ M iT NOT TOUGH ;INGERS 4 BLOCKING FOR 2x12 4 PT UNDER 2x12 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL SECTION VIEW SCALE: 1" =1'-0" CONN. TO BOTT( OF NEWEL POST PER CONTRACT( I -FLOOR GIRDER PROVIDE SOLID BLOCKING OR 1 x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. SECTION VIEW "G" SCALE: 1" =1'-0" NEWEL POST BLOCKING SCALE: 1" =1'-0" F SECTION VIEW SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND IED TO TOP PLATE. CUT INTO RIM BAWD, IED AND NAILED TO .RING WALL BELOW 'WALL JOINT YWALL TO /ER JOISTS) IL 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, kLCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL LOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR ORE IN DIAMETER. (CEPTIONS: THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL F A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH SIZE THAT A SPHERE 6 INCHES (152 mm) CAN NOT PASS THROUGH. OPENING FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT LLOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. ANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF HE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAILS ENDS HALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY ERMINALS AS PER FBC 2007 R311.5.6.2. ANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 2007 1009.11 LL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2007 1009 rn w W F-() g w Q ¢ O o Sa.o? = o Lu rX- z w0�-' Ow wQLL gQ QWI=-� �� 0 = in LL I-- ❑ e- -O0Z LL O¢ NZ D_ OW F_ �Z W �MW� W w fA � LLZ � 00 wp00Z UZNUw -i -<Lu02 w W(D=oa io Wrn�Jp- cow =aSmv) HI = - Q kC E O V OLn m �0Nm Ch m cu M Un t n N' t n Cu E��Ncnf�R-�w w w� w 23 w2�0 Ww~Q W2� �� ZZ W (a W w�m�<OLL p-'o Q Q U °cpi�pOLL0X00m°Z�U H H awa wOZZ w -w Z° tC3 a. O Z ¢Hd0w4NZwZ�wU°a LL pOww Qf'j Q Z ¢ `� wQ O �-¢w O Z N 0( 0 2 O F5 w L7(1)(MOO �C)u_7 > i O Cu I` - Q Z J N Z�U W LuLO J LO J O O O r r r 0 CD OO0 O O v -M 000 O o ^, � O O O �V > CV M Z Z O ^ p � cn u J WUr> ER 0 L u Oa=Q i ZWF- W H W =m== z �z3: H �<W0 O (LZQLL W O��Z QUauj LoZU) Z �QO Z U o� 1 1 a F-4 a 0 w O_ W I � LAST PLOT DATE a r"I 11/10/2010 O O STRUCTURAL E•--� E..� DETAILS -STAIRS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. ♦ 3/4" PLYWOOD DECKING GLUED AND NAILED W/ ♦ PROPER INSTALLATION �♦ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. MAX. 8" �� UNACCEPTABLE INSTALLTION DO NOT DO THIS FIELD 1 X 4 /2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REF 1X4 1/2" DRYWALL DOOR JAMB (REF W CL TO SHT. SDW2-K1 O TO SHT. SDW2-K1 P T TO SHT. N. DET 1 FOR CONN. DETAILS FOR CONN. DETAILS w z w 1 X 4 FOR CONN. DETAILS 1 X 4 LO 1 X 4 Oz* FURRING FURRING 3/16"0 X 3" LONG FURRING 3/16"❑ X 3-1/2" LONG NOTCH WE �Z > 3-1/4" LONG X 3/16"0 TAPCONS U.�W� U) �u-u--o�� TAPCONS STAGGERED 2X8 Z� wpo0Z F- TAPCON. INTO STAGGERED @ 16° 1X8 P.T. STAGGERED @ 16" O.C. 1X8 =©J J d Will BLOCK@ SPACING�� I" DETAIL O.C. 2 -ROWS INTO =o'SmcA I= -F-- 2 -ROWS INTO Q PER MANUFACTURE MASONRY THROUGHI -1/211 DETAIL MASONRY THROUGH 3" DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 4Q 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER -1 X 4 1/2" DRYWALL DOOR JAMB (REF TAPCON FO* TO SHT. SDW2-K1 FOR '. M ~ TO SHT. SDW2-K1 CONN. DETAIL �o00 C4 r_q CO FOR CONN. DETAILS i -n��o 10d @ 12" 0.E—� 1 X 4 a� o FNI FURRIN �cu L Lu Uj WW pl- W§Q: LkE?4'- 0 8 O V Q ¢ U H N °pJJ� z�u.Oz2O0 ZOnOOmZ U 2X8 P.T. WITH 3/16"❑ Jwa�Zwo�ZLL�¢pa ¢g °Q Q W SZgW fla z 2X8 P.T. LONG TAPCONS 2X8 O STAGGERED @ 16" O.C. O 2 1/4" DETAIL 2-ROWSINTO MASONRI3-1/4" DETAIL 2"x BOT. PLATE W/ (2)10d @ 6" O.C. ♦ 3/4" PLYWOOD DECKING GLUED AND NAILED W/ ♦ PROPER INSTALLATION �♦ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. MAX. 8" �� UNACCEPTABLE INSTALLTION DO NOT DO THIS FIELD ♦ ATTACHED WALL SHEATHING TO #5 REBAR (TYP W 2X BOTTOM PLATE W/ 8d @ 4" REBAR (NP,) 4t* 4�*, 41 ♦♦j O.C., 2 ROWS STAGGERED 4%#, ,♦, 2x BAND JOIST W/ FACE NAIL 10d TOP & BTTM STD. 90° HOOK (TYP.) METAL SEAT NOTE: CHORD, AND (8) FACE NAILS 90^ HOOK (NP.) �, PLATE LAP SHEATHING TO 1 Od @ TRUSS VERT. WEB BOTTOM OF BAND --- JOIST TYPICAL Niv/ USP HGAM10 @ 12" O.C. w/4 -SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) � 3/16"x1-3/4" WEDGE BOLTS INTO K.O. % BLOCK ♦ t2„ NOTCH @ FIRST COURE E B AT THE FIRST 2 COURSE,♦♦ ,41*1, FILLED CELL PER FOUNDATION PLAN RETROFIT FOR MISSING EMBEDDED STRAP BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H SEE TYP. 2 -STORY WALL SECTION FORADDL., INFO SCALE: N.T.S. SCALE: N.T.S. SS SCALE: N.T.S. ��s S 2x8 P.T. BUCK -CONNECT TO SECTION UPLIFT CAPACITY = 595 FOR 1 STRAP BLOCK W/ 1/4" x 31/4" TAPCON (1 A -A = 1,090 FOR 2 STRAPS 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1/4" x 3 1/4" TAPCONS 1 X 4 FURRING � SOLID BLKG. AT TOP 1 -PLY PRE-ENGINEERED TRUSS BLOCK HEADER BTWN. ARCH BLKG. BUCK , _ USP RT16 W/ (8) 8d X 1 1/2 1/2" DRYWALL * ;.., �•' " NAILS & (4) 3/16" DIA. TAPPERS W/ 1 3/4"' EMBEDMENT 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45 DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON �' .+.`' (4) SDS "1/4"x1-1/2" THE INSIDE TO ALLOW FOR ` BRACE(S) 2 x 8 BRACE/ BLKG. B INSULATION TO BE INSTALLED A' 7/16 OS BUILT UP PLWD. BUC ARCH PANEL CUT HOLE IN O.S.B. F (5) 1/4"x2-1 /4" TITENS 2 x 8 45 DIAGONAL BRACE AT (NOTCH) POLY -CELL IN THIS AREA V .r- ... ( ) EA. FACE OF ARCH W/ (3)10d 3 BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 NAILS AT EA. END BOND BEAM OR CAST CONNECT W/ 8d NAILS BRACE/ BLKG. IN PLACE BEAM INSTALL WDW. SCREW 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) N. PROVIDE TAPCON RETROFIT TRUSS DETAIL ANCHOR INTO ARCH BLKG. OSB ARCH FACES W (4) 10d NAILS THRU OSBSB INTO WITHIN 4" MIN. OF PER INSTALLATION DETAILS A -A PROlAbIfTAPCON PER WDW. INSTALLATION DETAILS OR BRACE N.T.S. THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO SECTION BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT B -B FILL DW/GRlst4CUOUT SOLID W/GR 1/4" MAX INTO BLK.) BLOCK HEADER SOLID BLKG. AT TOP BTWN. 1 X 4 FURRING ARCH BLKG. & BUCK f 8d NAILS @ 8" O.C. AT 2 x 8 VERT. W/ (2) 10d BUCK NAILS AT EA. END PROVIDE 2 x 8 DIAD. BRACE PROVIDE (2) MIN. BTWN. VERT. BRACES WHEN TAPCON AT EA. ". HGT. OF BRACE EXCEEDS 24" SIDE BUCK - (1) LEAVE A CUT OUT IN O.S.B. ON WITHIN 4" MIN. OF 2 x 8 VERT. BRACE(S) a .. .• THE INSIDE TO ALLOW FOR START OF ARCH •.. INSULATION TO BE INSTALLED OVERRAN :', •�.,''r S BUILT UP PLWD. BUCK - SCRIBE (NOTCH) ARCH OSB ARCH PANEL H•�!,..' FIT RETROFIT WALL OVERHANG DETAIL (NTS) BACKSIDE To CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF START OF ARC WALLS) BTWN. OSB ARCH FACES W/ (4) EQUAL EQUAL 4' MAX'. RAD' FOR OVERHANGS BETWEEN 3/8" TO 1112" INSTALL WDW, SCR 10d NAILS THRU OSB INTO 2 X 8 NOTE: FOR OVERHANGS LESS THAN 318"- NO REPAIR REQ'D. ANCHOR INTO ARCH BLKG. PER INSTALLATION B -B ARCH DETAIL K FONTACTE ENGINEER OVER 11/2" DETAILS CONTACT ENGINEER OF RECORD FOR SCALE: N.T.S. CJ'(J' 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.7-7 EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MASONRY WALL. SEE PLAN FOR 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE INSTALLATION OF GLASS BLOCK. REINFORCING. PROVIDE LOWER TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP HOOKED DOWEL DRILL R IN, MIN. HOLE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL ANCHOR REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS SET BAR N 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 I >- #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL (2 PER ANCHOR) WH I W.W.M. AT PERIMETER ERE THIS CONDITION z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING (1) #5 BARS CONT. OCCURS 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER TOP VVITH MIN. 3" Q OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP COVER g�_p�� M w FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE —— F.F. p U NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL '..; � w DJ- A REINFORCING AS FOLLOWS:SEALANT o � "' o .7 —'� o — s — a a 1 * LL PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. "` ;>'1t.: x` %�\ � 5X6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 'wc 6 MIN. LAP SPLICE W/ / g z COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL .'° n:' :.. \/\ EXISTING FOOTING 2-#5XD C LL SMOOTH. DO NO FURROW. �'��;�,;;...`;e•. � •:•`- .` "<` _ ��" REINFORCING PANEL � to I. \\ N FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT +a` Q�. p.° \� DRILL 3/4"X6" MIN. HOLE FURROW. MAINTAIN UNIFORM JOINT WIDTH. :.., SET BAR IN EPDXY 6" MIN. LAP I \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST ' '' SPLICE NOTE: GRADE REMAIN FREE OF MORTAR. ° SEE GLASS BLOCK INSTALLATION H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THISSEALANT NOTES. M Z I 4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE „ . SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE _ \ u *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) (2) #5 REBAR. MIN. WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) A SECTION *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) 16" MIN. 3" COVER EA. WAY -• EXISTING FOOTING 1 SCALE: N.T.S. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL SCALE: 3/4" = l'-0" SCALE: N.T.S. rn =w o I- U N Ix w L Ir #5 o o N W CL STD O FILL SOLID 2� w z w BOTH CELLS LO Oz* OOZ Fz Q D NOTCH WE �Z > z W U.�W� U) �u-u--o�� ♦ ATTACHED WALL SHEATHING TO #5 REBAR (TYP W 2X BOTTOM PLATE W/ 8d @ 4" REBAR (NP,) 4t* 4�*, 41 ♦♦j O.C., 2 ROWS STAGGERED 4%#, ,♦, 2x BAND JOIST W/ FACE NAIL 10d TOP & BTTM STD. 90° HOOK (TYP.) METAL SEAT NOTE: CHORD, AND (8) FACE NAILS 90^ HOOK (NP.) �, PLATE LAP SHEATHING TO 1 Od @ TRUSS VERT. WEB BOTTOM OF BAND --- JOIST TYPICAL Niv/ USP HGAM10 @ 12" O.C. w/4 -SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) � 3/16"x1-3/4" WEDGE BOLTS INTO K.O. % BLOCK ♦ t2„ NOTCH @ FIRST COURE E B AT THE FIRST 2 COURSE,♦♦ ,41*1, FILLED CELL PER FOUNDATION PLAN RETROFIT FOR MISSING EMBEDDED STRAP BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H SEE TYP. 2 -STORY WALL SECTION FORADDL., INFO SCALE: N.T.S. SCALE: N.T.S. SS SCALE: N.T.S. ��s S 2x8 P.T. BUCK -CONNECT TO SECTION UPLIFT CAPACITY = 595 FOR 1 STRAP BLOCK W/ 1/4" x 31/4" TAPCON (1 A -A = 1,090 FOR 2 STRAPS 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1/4" x 3 1/4" TAPCONS 1 X 4 FURRING � SOLID BLKG. AT TOP 1 -PLY PRE-ENGINEERED TRUSS BLOCK HEADER BTWN. ARCH BLKG. BUCK , _ USP RT16 W/ (8) 8d X 1 1/2 1/2" DRYWALL * ;.., �•' " NAILS & (4) 3/16" DIA. TAPPERS W/ 1 3/4"' EMBEDMENT 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45 DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON �' .+.`' (4) SDS "1/4"x1-1/2" THE INSIDE TO ALLOW FOR ` BRACE(S) 2 x 8 BRACE/ BLKG. B INSULATION TO BE INSTALLED A' 7/16 OS BUILT UP PLWD. BUC ARCH PANEL CUT HOLE IN O.S.B. F (5) 1/4"x2-1 /4" TITENS 2 x 8 45 DIAGONAL BRACE AT (NOTCH) POLY -CELL IN THIS AREA V .r- ... ( ) EA. FACE OF ARCH W/ (3)10d 3 BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 NAILS AT EA. END BOND BEAM OR CAST CONNECT W/ 8d NAILS BRACE/ BLKG. IN PLACE BEAM INSTALL WDW. SCREW 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) N. PROVIDE TAPCON RETROFIT TRUSS DETAIL ANCHOR INTO ARCH BLKG. OSB ARCH FACES W (4) 10d NAILS THRU OSBSB INTO WITHIN 4" MIN. OF PER INSTALLATION DETAILS A -A PROlAbIfTAPCON PER WDW. INSTALLATION DETAILS OR BRACE N.T.S. THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO SECTION BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT B -B FILL DW/GRlst4CUOUT SOLID W/GR 1/4" MAX INTO BLK.) BLOCK HEADER SOLID BLKG. AT TOP BTWN. 1 X 4 FURRING ARCH BLKG. & BUCK f 8d NAILS @ 8" O.C. AT 2 x 8 VERT. W/ (2) 10d BUCK NAILS AT EA. END PROVIDE 2 x 8 DIAD. BRACE PROVIDE (2) MIN. BTWN. VERT. BRACES WHEN TAPCON AT EA. ". HGT. OF BRACE EXCEEDS 24" SIDE BUCK - (1) LEAVE A CUT OUT IN O.S.B. ON WITHIN 4" MIN. OF 2 x 8 VERT. BRACE(S) a .. .• THE INSIDE TO ALLOW FOR START OF ARCH •.. INSULATION TO BE INSTALLED OVERRAN :', •�.,''r S BUILT UP PLWD. BUCK - SCRIBE (NOTCH) ARCH OSB ARCH PANEL H•�!,..' FIT RETROFIT WALL OVERHANG DETAIL (NTS) BACKSIDE To CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF START OF ARC WALLS) BTWN. OSB ARCH FACES W/ (4) EQUAL EQUAL 4' MAX'. RAD' FOR OVERHANGS BETWEEN 3/8" TO 1112" INSTALL WDW, SCR 10d NAILS THRU OSB INTO 2 X 8 NOTE: FOR OVERHANGS LESS THAN 318"- NO REPAIR REQ'D. ANCHOR INTO ARCH BLKG. PER INSTALLATION B -B ARCH DETAIL K FONTACTE ENGINEER OVER 11/2" DETAILS CONTACT ENGINEER OF RECORD FOR SCALE: N.T.S. CJ'(J' 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.7-7 EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MASONRY WALL. SEE PLAN FOR 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE INSTALLATION OF GLASS BLOCK. REINFORCING. PROVIDE LOWER TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP HOOKED DOWEL DRILL R IN, MIN. HOLE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL ANCHOR REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS SET BAR N 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 I >- #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL (2 PER ANCHOR) WH I W.W.M. AT PERIMETER ERE THIS CONDITION z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING (1) #5 BARS CONT. OCCURS 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER TOP VVITH MIN. 3" Q OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP COVER g�_p�� M w FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE —— F.F. p U NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL '..; � w DJ- A REINFORCING AS FOLLOWS:SEALANT o � "' o .7 —'� o — s — a a 1 * LL PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. "` ;>'1t.: x` %�\ � 5X6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 'wc 6 MIN. LAP SPLICE W/ / g z COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL .'° n:' :.. \/\ EXISTING FOOTING 2-#5XD C LL SMOOTH. DO NO FURROW. �'��;�,;;...`;e•. � •:•`- .` "<` _ ��" REINFORCING PANEL � to I. \\ N FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT +a` Q�. p.° \� DRILL 3/4"X6" MIN. HOLE FURROW. MAINTAIN UNIFORM JOINT WIDTH. :.., SET BAR IN EPDXY 6" MIN. LAP I \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST ' '' SPLICE NOTE: GRADE REMAIN FREE OF MORTAR. ° SEE GLASS BLOCK INSTALLATION H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THISSEALANT NOTES. M Z I 4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE „ . SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE _ \ u *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) (2) #5 REBAR. MIN. WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) A SECTION *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) 16" MIN. 3" COVER EA. WAY -• EXISTING FOOTING 1 SCALE: N.T.S. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL SCALE: 3/4" = l'-0" SCALE: N.T.S. rn =w o I- U N Ix w L Lu J Z o o N W CL = I- O �0OU Z 2� w z w 04W LO Oz* OOZ Fz Q D =o0co �Z > z W U.�W� U) �u-u--o�� Z� wpo0Z F- 0 UzNUw mZ=ZW Fw- �� -� =©J J d Will =o'SmcA I= -F-- Q 4Q E o '. M ~ �o00 C4 r_q CO i -n��o a� o FNI LU W W �cu L Lu Uj WW pl- W§Q: LkE?4'- 0 8 O V Q ¢ U H N °pJJ� z�u.Oz2O0 ZOnOOmZ U 0 0 o Z Jwa�Zwo�ZLL�¢pa ¢g °Q Q W SZgW fla z �¢ O �< O Z o N O '�—' W 1L c1r) 0 a u- T7 > L_ 0�7 Fa— cu fid. I� Q 0)cu1` J Z W W uj LO .�LO Lc) o T11 o T_ O V_ Q m O co � 0 c'7 O O O O O 0 O•` Q) � p O O M > N M � Z Z O u JLu uJUro .r.l 0 as zW~a h w w moo Z �Z3:� H �Qwn O zij w �-- (Lz O�MZ z w a Z U)Zz �a0 Q U of a a O w 2 W O _ IN -0 O 8 ' `l" -I LAST PLOT DATE 11/10/2010 o O O STRUCTURAL F--� DETAILS—RETRO FIT ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • PC 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI • PC 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 PG = 3000 PSI W/ • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 • 7/32 INCH WIRE PER ASTM A510 Mp • MORTAR PER ASTM C270 TYPE M OR S INCH SLU . SAFE LOAD PLF GENERAL NOTES 8U8 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 4. U -LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 03-0605.05 AND 03-0605.04 NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE REINFORCING AND GROUTING. MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8 MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD 1.0 7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD SAFE HORIZONTAL LOAD - THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 3069 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. ADDTFIONAL 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. CeFF (:RA\/ITV I nAnS FOR R" 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 TABLEz:) For Gravity, Uplift & Lateral Loads CAST�Rm SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT 8U8 BF8 IYpE LENGTH BU8 8F8 -0B BF12.OB 8F16.0B 8F204 8F240B BF28.OB BF32.08 8F8.1B 8F12 -1B 8F16 -1B 8F20 -1B 8F24.1B 8F28.18 8F32.18 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 1095Il 3069 4605 6113 7547 8974 10394 118091 4-0 "" (48) PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2 3753 4576 901 1825 94 2189 4375 6113 13 7547 8672 10294 16224 11$09 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 1342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 2!D 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 3 8825 14 T-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 3 6390 4 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1 1697002 1326 2127 2630 14'-8" (176") PREMED N.R.458 NR NR NR NR NR NR NR 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R.-T8-0-j4-0--59-8 NR NR NR NR 24'-0" NR NR 180 340 598 11 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 1 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR I NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 ,AFF GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR A,, PRFCAST A PRFSTRF,SFD LI -LINTELS 4cAwr,C� SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT 8U8 BF8 TYPE LENGTH 8RU6 8RF6-0B 8RFID-OB 8RF14-0B 8RF18-OB RF22-0B BRR&OB RHO- B 8RF6-IB 8RF10.1B 8RF141B 8RF18-1B BRF22-1B BRF26-IB 8RF30-IB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 .2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 191719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 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 1910893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 314.6 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR A,, PRFCAST A PRFSTRF,SFD LI -LINTELS 4cAwr,C� SAFE LOAD PLF TYPE LENGTH 8U8 BF8 REINF. CMU* T-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 411P607 510 5'-10"(7011) PRECAST 340 339 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PR5 RMD N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8 PRECAST w/ 2 RECESS DOOR U -LINTELS * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS CAW44"" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 V-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90")PRECAST 509 674 393 9 8 (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS CAW44"" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 0.1T I 8F12 -1T OF16-IT 8F20 -IT 8F241T 8F28 -IT BF32-IT 8F8 -2T 8F12 -2T 8Fi6.2T 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 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 12290 2949 3607 4265 4924 Y-10" (70") PRECAST 909 1492 12093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 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 12842 Q �`u~ 10'-6" (126") PRECAST 530 552 914(151 118515 1458 15 1732 15 2007 15 530 686 1183 1 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 1 1271 15 1510 15 1149 15 494 599 1028 1 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 (15 1366 15 1582 15 470 1 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 (15 373 606 14 962 14 1141 14 1321 14 _1!3_14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 1 346 559 14 723 14 867 14 1052 14 1218 14 410 420 709 1 1050 1434 B 1694 8 1954 14'-8" (176") PRESTRESSED 239 323 519 (131 671 13 823 (131 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 3fi4 609 897 1224 8 1562(14).1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 _M_(14 19'-4" (232") PRESTRESSED 162 222 347 (it 446 1 546 12 646 12 746 12 166 261 424 616 8318 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 S08 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 4AMP-4099n SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 1YPE BRF6.1T 8RF10-IT 8RF14-IT 8RF18-1T 8RR2.1T 8RF26-1T BRF30-IT 8RF6.2T 8RF10.2T 8RF14-2T BRF18-2T BRF22-2T 8RR6.2T 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 14224 5074 5924 5'-8" (68") PRECAST 675 1301 1 1960 2618 1 3277 3935 4594 675 1301 1 1960 2618 1 3277 3935 14594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 11351 1514 1 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE FU-0 o o b o 8F16-1B/iT 8F8 -1B 0 0 ALTERNATE POWERS STEEL LINTEL #5 DEBAR, AT TOP MIN. (1) REQ'D 1-1/2" CLEAR 'U v C.M.U. ;�ww n #5 REBAR AT U., � 0 �ii � a ° BOTTOM MIN. (1) in ¢ I j X .. REQ'D Din �tNO o uRi Ln GAUGE POWERS t; Lnp� 3:" ° STEEL BOXED 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (^LT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER T01 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 71-1/2" CLEAR C.M.U. GIROUT ar z d #!5 REBAR AT BOTTOM ;° p OIF LINTEL CAVITY 0 BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED a FILLED QUANT1 Y OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH� QUJANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLAN C ke UNIT '1415' - 1ST FLOOR PLAN 1/411 = 1'-0" U) rn xw o w W w 0 J Z c N >20Z �0E0 gW .- wz_wZ QW1=-a c.,w o � 1 - �Ow on it �Z HpoW �Z > Z w U- =W. W LL FF-- (Du) � w000Z UZNUW � < LU 2 g H -i _j IL =w~=Z) E• to 1�3 0 V V ON r p Lnm 7:$ � m o (I1 0 M P4 cli O L� ,4; N W LIJpLLI CO) � W , W W�F-0 XJco wu-0 LL mop= 0p -- CY cf0) 0ipw0mzz) Lua.wuw6)w p � 0QciJ 0Wn. a<wMZOW ¢OW )OCO Q�¢LL O ZO N 0 N O C/) tg co M O r a LL ~ > a. F CU � h- Q �`u~ Z W w L0 JLO LOr O V11 O r O e - C) CA co O Qet OO Imo- O 0) O r �° O O O M `O W ( r tV r .�l Z Z O_ Ln L J WV��!: OWU) .r.j W D 0 CL � Z wm a -F9 i wF-W moo Z Z 'y H Q W m O mZw W F -Q Q.ZZw 0 � � Z VU))ZU) N Z FQZ OU !-1 Z a 11- S0 n: 0 w W\fJ0 1415 2 'l- LAST PLOT DATE 11/10/2010 o p O STRUCTURAL DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT =1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 PG = 3000 PSI W/ PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 7/32 INCH WIRE PER ASTM A510 INCH SLUMP. MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 4^ww4t#w" 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 4. U -LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 03-0605.05 AND 03-0605.04 NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE REINFORCING AND GROUTING. MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM 0926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE+ APPLIED HORIZONTAL LOAD 10 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD SAFE HORIZONTAL LOAD - THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. (42") PRECAST SAFE LOAD TABLE 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32 -1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads Cm" 4^ww4t#w" SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD- POUNDS PER LINEAR FOOT 8F8 TYPE LENGTH 8U8 8F8 -0B 8F12 -OB 8F16 -0B 18F2HB BF24.OB BF28.OB 8F32 -OB BF816 8Fi2-1B 8F16.18 18F&IB BF24.18 8F28 -IB 8F32 -11B T-10" (34") PRECAST 2231 3069 4605 6113 1 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 14375 6113 7547 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 13009 3470 1451 2622 4360 7168 45 6036 (19J 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 3 8825 14 T-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 47 10'-6" (126") PRECAST 475 535 1 890 1247 12093 2777 2163 12536 643 1 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1 1075 1428 1838 2316 2883 14'-0" (16$") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 1 2245 2517 2712 (208") PRESTRESSED (184")NR PRESTRESSED N.M.15'-4" 404 (121 NR NR NR NR NR NR412 1 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSEDN.R. 393 1 NR NR NR NR NR NR NR 235 420 750 1037 1282 1515E1468 192 21'-4" (256") PRESTRESSED N.R.NR 545 1 NR NR NR NR NR 124 180 340 598 845 1114 1359 267 10 22'-0" (264") PRESTRESSED NR. NR NR NR NR NR 28 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 1 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED UAINTELS C"'""`Cm" 4^ww4t#w" TYPE LENGTH SAFE LOAD- POUNDS PER LINEAR FOOT 8F8 REINF. CMU TYPE LENGTH 8RU6 BRF6-OB 8RF10-0B 8RF140B 8RF18-0B RF22 OB F26 OB RF30.OB 8RF6.1B 8RF10.1B 8RF141B BRF18-10 8RF22-IB 8RF26.18 8RF30-IB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 1917 19 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 777 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 9479 10893 32 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 1910893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 41 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED UAINTELS C"'""`Cm" 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 T-10" (70") PRECAST 340 339 607 V-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS Cmm-evm" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 Y-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS C�440M SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 0 -IT BF12-IT 8F16 -1T 8F20 -IT 8F24•IT I 8F28 -IT 8F32 -IT 8F8 -2T 8F12 -2T 8F16 -2T 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 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 1 2524 3547 4569 1 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 16627 675 1301 1960 2618 3277 3935 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 1 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 1952 3897 4498 929 1492 2093 2694 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 K2959 3498 4038 835 1340 1880 2419 3498 4038 T-6" (90") PRECAST727 23 1021 1634 12 2102 1 Z L 3039 10 35089727 1166 1634 2102 571 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" (126") PRECAST 530 552 914(15, 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 121 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 12247 13'-4" (160") PRECAST 418(l 373 606 14 783 14 962 14 1141 14 1321(l 428 455 770 1145 1 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 B 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 (131 976 14 1129 14 246 390 1 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 (131 626 13 767 (131 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801(l 17-4" (208") PRESTRESSED 187 255 404 (121 520 12 637 12 759 12 812 12 192 303 500 732 993 8 1268 14 _1112 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 8318 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE e d e d A O- D D 0 0 e e % e U-- O O O O O BF16-0B/1T 8F16-1B/1T 8F8 -1B O O O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Q 1-1/2" CLEAR 'o 0 C.M.U. D -jx Qo z w w 9#5 REBAR AT o�o�v ° BOTTOM MIN. (1) ¢ q 9 REQ'D -BOgi �'j y 16 GAUGE POWERS G 0� 3 ° STEEL BOXED c 2 LINTEL POWERS STEEL BOXED LINTEL NOTES CALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS F(DR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTIOIN 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 4^wr-4m" SAFE LOAD - POUNDS PER LINEAR FOOT N [] z 0 TYPE LENGTH 8RF6 iT 8RF10 iT BRF141T 8RFi81T BRF22 iT 8RF261T BRF301T 8RF6.2T 8RF10.2T 8RF142T 8RF18-2T 8RF22.2T 8M6 -2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 T-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 (8) 1952 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE e d e d A O- D D 0 0 e e % e U-- O O O O O BF16-0B/1T 8F16-1B/1T 8F8 -1B O O O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Q 1-1/2" CLEAR 'o 0 C.M.U. D -jx Qo z w w 9#5 REBAR AT o�o�v ° BOTTOM MIN. (1) ¢ q 9 REQ'D -BOgi �'j y 16 GAUGE POWERS G 0� 3 ° STEEL BOXED c 2 LINTEL POWERS STEEL BOXED LINTEL NOTES CALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS F(DR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTIOIN 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 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 QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH� QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLAN U N IT ' 120c 1/411 = 1'-0" ' - 1 ST FLOOR PLAN U) rn w LE N [] z 0 Q 0 w d zE 0 F- zcj J w0�-I IxVLZ OW 2- Lu Z w > W 2 -I C14 co r- �� c 2mILl- OL`Q -¢ O -0Ow �Z o z d �Z > Ln w (}L�W� Lo 0 �+ 14 o �� O o 7-5/8" o ZQ ACTUAL 8" 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 QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH� QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLAN U N IT ' 120c 1/411 = 1'-0" ' - 1 ST FLOOR PLAN U) rn w LE N [] z 0 Q 0 w d zE 0 F- zcj _O w0�-I IxVLZ OW 2- Lu Z w > W 2 -I C14 co r- �� c 2mILl- OL`Q T- -0Ow �Z o Z xo°W �Z > w (}L�W� Lo 0 U0z00Z ZF- �� MZmZL � LD 0 W � 0 IL win12--jIL U)W =0800 �2-�2- o ZQ E, W 0 v v cc) r" C) oo +a+ �; ,4; L� L� •cn M � au F. w W o w0E- Lu w~§ <2J Yd CK 0 z 0 LU Q Q V H f- Q25 ;m0��NLL0g°JO <00 Zw Oz2q,� ¢ Ci W990LL Z0�00mz U O F- Q rnujawu)www(0ww¢ �¢QOW 9-wz�wUpa Z L Q 8 w 2 F-� 1313 � ZQ LLQ 0 F-QLL O Z O N N O U) (O (") O LL � > ti Z W LZ LO JL r O T- O r O T- O 0 o CD Cn G (D r C M O O C O O O r o O O O `C) W > e- 04 M r � Z0 ZO . � Lu W (� LOU r O W �00�a ZaX¢ w =) 2 Z Q9 H �Qw� O Z LL 0 F- CL ai a) y, Z z �Q0 Z OU 0 J a Sa 11 - LU 1209 2 IN -0 U) U) C'-� LAST PLOT DATE o p 11/10/2010 O STRUCTURAL N DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 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 11 • 7/32 INCH WIRE PER ASTM A510 INCH SLUMP. • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 4. U -LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 03-0605.05 AND 03-0605.04 NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE REINFORCING AND GROUTING. MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8 MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LENGTH TYPE EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED LOAD FROM NEXT LOWER HEIGHT. TYPE LENGTH BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM BF12-0B 2. N.R. = NOT RATED. NEXT LONGEST LENGTH. 8F24 -OB 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 8F12 -1B 8F16 -1B BF20-1B 8F24 -IB 8F28 -1B 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. (34") PRECAST 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT 4605 DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" POWER STEEL LINTEL IS AN ADEQUATE ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. LINTEL TYPE 8F32 -1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% SUBSTITUTION AT ALL LOCATIONS UNLESS 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8' REDUCTION => 6472 (.85) = 5501 PUP NOTED OTHERWISE AT OPENING LOCATION LINTELS ONLY. 3069 3719 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE 6607 8054 SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING 10951 3069 4605 6113 7547 8974 10394 MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 4'-0" LINTEL SCHEDULE SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS 4AMp4m r CA=7�C LENGTH TYPE SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8--SF-8 8F8 -0B BF12-0B BF16.OB 8F20 -M 8F24 -OB 8F28 -0B 8F32 -0B 8F12 -1B 8F16 -1B BF20-1B 8F24 -IB 8F28 -1B 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 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 118109 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 81017 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 T-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 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 1 945 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 277 424 706 1002 1 1326 1697 2127 2630 442 1 706 1002 1 1326 1697 2127 1 2630 14'-8" (176") PRESTRESSED N.R.NR 230 364 609 897 1224 8 1562 14 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 NR412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NIR 180 340 1 598 845 1 1114 1359 1468 22'-0" (264") PRESTRESSEDN.R. NR NR NR NR NR NR NIR 165 315 550 784 1047 1285 1399 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 SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCACT R PRFSTRFSSFD LJ -LINTELS CA=7�C LENGTH TYPE 8U8 SAFE LOAD - POUNDS PER LINEAR FOOT CMU* TYPE LENGTH 8RU6 8RF6.0B 8RF10-0B 8RF14-OB BRF18.OB 8RF22-08 8RF26-0B 8RF30-OB 8RF6-1B 8RF10.1B BRF1410 W18 -I8 BRF22•IB 8RF26-IB 8RF30-18 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 75167 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 1 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 39166 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 37100 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 56123 755 1490 2459 3776 5743 8998 19 .10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 1 2253 3129 4150 589:1 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCACT R PRFSTRFSSFD LJ -LINTELS * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRFCAST w/ 2" RECESS DOOR U -LINTELS 4"T-40""SAFE SAFE LOAD PLF LENGTH TYPE 8U8 8F8 CMU* T-10" (341 PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024r1365 1249 4'-0" (48") PRECAST 765 763 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 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'4' (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRFCAST w/ 2" RECESS DOOR U -LINTELS 4"T-40""SAFE LOAD PUPREINF� LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 V-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370490 7636 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS CAi'F�Rm SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12 -1T 8F16 -1T OF20-IT 8F24.1T 8F28 -IT 892.1T 8F8 -2T 8F12 -2T BF16.2T 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 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 1 5861 1207 1 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 .3607 4265 4924 5'-10" (70") PRECAST 909 1492 2693 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 16M(12) 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 11311 147 15 181X15) 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118k15) 1458 15 1732 15 2007(l 530 686 1183 1 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272(l 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 1 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 ON 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444P162k11H1) 1993 14'-0" (168") PRECAST 384 1 346 559 14 723 14 887 14 1218 14 410 420 709 1050 1434 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 v 112914 246 390 655 968 1324 8187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 (8) 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56111 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 1 508 681 MI 86113 99113 24'-0" (288") PRESTRESSED 124 1 175 261 10 341 10 416 10 491 (101 566 10 124 1 200 316 1 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS C14�1� w SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-1T BRF14-IT 8RF18-IT 00-1T BRF26-IT 8RF30•IT 8RF6.2T 8RF10 2T 8RF142T 8RF18 2i 8RF22 2T BRF26 2T 8RF30 2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 16751 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097A16512204 2758 3312 3865 T-6" (90") PRECAST 506 797 1952 7 2442 6 2931 6 3257 506 967 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 1301 15 1640 15 1980 15 2322 16395 589 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 Y10 °•o D oo o b o 8F16-0B/iT SF16-iB/1T 8F8 -1B O O O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP M1IN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. _ > G zd�w #5 REBAR AT d �a V)a ° BOTTOM MIN. (1) ¢ v REQ'D Q116 GAUGE POWERS p� !:S° STEEL BOXED Ln 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS RtOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTIOIN OF LINTEL TO PREVENT RUSTING, REFER TO MANUFACTURER'S SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER Ti O POWERS STEEL FOR REPAIR 4. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE; #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. z (GROUT O � z s1 #5 REBAR AT BOTTOM L 0 OF LINTEL CAVITY 0 0 BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 811 NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSEDI & FILLED r QUANTITY OF #5 REBAR AT J BOTTOIM OF LINTEL CAVITY 8F16-1E1/1Tl NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP LINTEL PLAN UNIT'1210' - 1ST FLOOR PLAN 1/491 c 1 1-011 cl) rn H0 c w N W ¢ Q Z cl) p O N WJ O-�f� o Lzo U w05-0 Ow 2Q WZWJ Q w F -Q �� O 00 �OZ 00w LL c �z HO°W �Z > Z w LL�W� P:OopJ�- �N (D U) wpo0Z ZF- UZNC)w >- Q=CDm w c© IY�=OJ IL W LU (L NW =o�mu HH Q E• O O Ln m y M O 00 4 9 �z Q)NN V' 4,0 � cINNo O CV LI.I 0 W W u �--�O�CYtowU00-j0 Q Q U m0>1 z, U-- Q �I- C1�o: 0 0woomZo cnwawmwwina!¢p U) O Z 4$82'0�zu-OnH 6�6-wz¢ 0it 0 S 0Yz ¢¢� ¢ LL 0 � 0 Z C) N c/) �= (oU M p L r ��LLLL7 L 7CIO (D Q 4-0 d' N 04 Q,a1CUP-- J Z N W ED LO ED LO O T- O r O r O CA 0 CD C)4 O C v L� o o) O r 0 O �1� N O O O M w > '- N r � Z Z O �-�► JW .'. 4 L1J !n w L) O w p � [L Z(L 3: wF-W = an 00 = _ Z �Z3>.5 ZR >••� w �- (LZZLL O J m L a z P4 Z U) Z Z f �QO (� oZ a 11- w 12100= 2 U) > r -1 LAST PLOT DATE 11/10/2010 o O O STRUCTURAL H DETAILS Design No. 1.1905 March 17, 2:001 Bearing Wall Rating - 2 HR. Ncrnheae ng Wall Rating - 2 HR Load Restricted for Canadian Applications See Guide 13XUV7 See Concrete Blocks category for list of eligible manufacturers. 2. Kurtarr Voick; laid in Full bed of mcntar, r m. 3,18 in. thick, of not less than 2-1/4 and nrut more tlian 3.-1,/.2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (bye cement valume). Vertical joints staggered. 3:. Portland Cement Stucco or Gypsum Piaster - Add 112 hr to classification if used, where combustible members are framed in gall, plasteror stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1l2 hr. Attached to concrete blocks (Item 1)» 4. Loose Masonry Fill €f all Lore spaces are filled with loose, dry expanded .slag, expanded clay, or shale (Rotary Kiln. Process), water repellant vermiculite masonry fill insulation, or silicone "treated perlite lace fill insulation add 2 hr to classificaiticm. 5. Foamed' Plastic* - (optional -Not Shown -1-112 in, thick marc, 4 ft wide sheathing attached to c oacrete; b4ocks (Item 1). THE ©OW CHEMICAL CO - Type Therm:ax PROVIDE FIRE RETARDANT TREATED PLYWOOD 4' EACH SIDE OF TENANT SEPARATION WALL WHERE INDICATED ON ROOF FRAMING PLANS ROOF FINISH PER ELEVATION HATCHED AREA INDICATES --- EXTENSION OF AREA SEPARATION WALL - (2) LAYERS 1"X24" PROPRIETARY TYPE'X' GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" 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) f;r V PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. - SEE TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS INSULATION BAFFLE - PROVIDE MIN. 1 CLEAR KING "'-H-STUD TRACK NOTE: REFER TO ELEVATION SHEET FOR SOFFIT AND FASCIA DETAILS 5/8" THICK CEMENTITIOUS FINISH IN --� TWO COATS. TYP. U.N.O. AT EXT. MASONRY WALLS. SEE ELEVATION (2 -HOUR FIRE RESISTANT RATED SHEETS FOR TEXTURES SEPARATION EXTENDED INTO SOFFIT) 1 EAVE DETAIL 3/411= 1-011 Ik ' € IiIJ VIS Thickness, VW { 1Ive j nd AM=. Weight. 0.6 IO Fins I4W1290, 11-104, IT' n OPAUk 121.04; VMI 4 "r1 , 3-1 " S , I 404743 & 0744„ 1.28 & ,UL R2711, 04NK01,46, $-I8.04, UL !W73 meat: ed on lam, 111-10-0 PROVIDE FIRE RETARDANT TREATED PLYWOOD 4' W w EACH SIDE OF TENANT SEPARATION WALL WHERE N W <( J Z INDICATED ON ROOF FRAMING PLANS G p N LU Q— INSULATION BAFFLE - _o PROVIDE MIN. V CLEAR gJ PRE-ENGINEERED WOOD -- WZW-� ~iMa-- =ml 04UUJ w0 TRUSSES AT 24" O.C. -:SEE 00 V -OOZ TRUSS DRAWINGS FOR: SPACING AND CONNECTION �z > DETAILS �i�WW cl) ROOF FINISH PER : < PER ELEV ��o�HUU) Lupo0Z Z� ELEVATION O CMU OUTLOOKERS (TYP) :::..,It,,;: a:�:-:�::n:-:-:-::-•-:-;-:-•-.1-;-:�:;:r:-:�:;s> BLOCK >; — GABLE END TRUSS BELOW...... Q HATCHED AREA INDICATES ----__ ZCMU EXTENSION OF AREA SEPARATION WALL - (2) LAYERS WALL 1"X24" PROPRIETARYifYPE'X' GYP. PANELS INSERTE:D O # BETWEEN 2" FLOOR & ICLG. u u RUNNERS W/ 2" STEEL. H STUDS NOTE: REFER TO ELEVATION �. BETWEEN ADJACENT PAIRS OF SHEET FOR SOFFIT AND GYP. PANELS COVERE:D USING FASCIA DETAILS ' 6" WIDE 1/2" TYPE "X" GYP. v t: o (ATTACHED W/ 1" DRYWVALL A W SCREWS AT 12" O.C. TO METAL (� W U ROOF FRAMING) VOIDS SHALL BE �w�w zOwLDRe0 j:: �,3 -r¢a.>z Zu Ow8pii TRUSSES A FILLED WITH FIRE RATTED AT 24" O.C. MINERAL WOOL OR FIRE RATED SUB -FASCIA CAULK PLAN VIEW Z O 04 0 (2 -HOUR FIRE RESISTANT N O jCPO SEPARATION EXTENDED INTO SOFFIT) EAVE DETAIL 2 ��r U_7 > 3/411= 11-011 r=11- F- MOVABLE AND OFFICE PARTITIONS GA FILE NO. WP 6210 GENERIC 1 HOUR 35 to 39 STC FIRE SOUND SOLID GYPSUM WALLBOARD Face layer 24" wide 518" type X gypsum wallboard laminated parallel to each side of 1" gypsum coreboani. Face layer joints aligned on opposite sides and offset 13/4" from coreboard joints to form an interlocking Joint. Metal cap track 18 gage 2114" wide, 3" wide 20 gage snap4n locking base. (NLO) PROVIDE FIRE RETARDANT TREATED PLYWOOD 4' EACH SIDE OF TENANT SEPARATION WALL WHERE INDICATED ON ROOF FRAMING PLANS INSULATION BAFFLE - - PROVIDE MIN. 1" CLEAR ARE -ENGINEERED WOOD- fRUSSES AT 24" O.C. - SEE TRUSS DRAWINGS FOR SPACING AND CONNECTION )ETAILS ROOF FINISH PER ---� ELEVATION HATCHED AREA INDICATES ---- EXTENSION OF AREA SEPARATION WALL - (2) LAYERS 1"X24" PROPRIETARYTYPE'X' GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS COVERED USING 6" WIDE 1/2" TYPE "X" GYP. (ATTACHED W/ 1" DRYWALL SCREWS AT 12" O.C. TO METAL FRAMING) VOIDS SHALL BE FILLED WITH FIRE RATED MINERAL WOOL OR FIRE RATED CAULK PER ELEV ZCMU WALL NOTE: REFER TO ELEVATION SHEET FOR SOFFIT AND FASCIA DETAILS A PLAN VIEW (2 -HOUR FIRE RESISTANT RATED SEPARATION EXTENDED INTO SOFFIT) 3 EAVE DETAIL 3/411= 11-0" U �w o U W w N W <( J Z 1) G p N LU Q— ZOw _o w�O� �0LL0 - gJ r WZW-� ~iMa-- =ml 04UUJ w0 00 V -OOZ LL i. -z H0E-W �z > Z w �i�WW cl) ��o�HUU) Lupo0Z Z� O UZNUw >_ Q = 0 2 � � F-aJ 0Q = J (L (hin zpw�(00) I= -FF-- Q cl? O u u ;8 m v 0 00 W G1 CU1:'�t' (Asn 0 v t: o p N M P4 V. W O uj w O M- LU Lu wM-Q X�J WW z 02 (� W U W5--1 0 �u_UO� JO Dcono oLL,��z� IQ a¢ 0 I-" F- C 0 �w�w zOwLDRe0 j:: �,3 -r¢a.>z Zu Ow8pii CA LL Z �pW g_ �-g z Q LL < O Z O 04 0 N O jCPO Gi Mp ' ��r U_7 > r=11- F- Q Loll CU ~ Z -a CD W ZCDU Wto �L0 J r0 O o O d) co 0 Oet O Imo- O O O r O O N o r O O M j N r � zz O Ln WUr� pWi 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. ----- ire of Category/Subcategory Manufacturer Product Description pprovall Numner sf Iesi rressures 1. A. EXTERIOR DOORS SWINGING Plastpro Inc./ Nana Plastics ThermaTru Distinction Fiberglass Ent Doors Smooth Star/Fiber-Classic FL6184-R1 FL8838-R1 +65.0/-65.0 +55.01-55.0 psf sf ABU44 0849 ThermaTru Smooth Star/Fiber-Classic FL12441 +47.01-47.0 psf B. C. SLIDING SECTIONAL Fla. Extruders Milestone Clopay Building Products Clopay Building Products Series 1000 Residential WindCode Doors W5 8X7 Residential WindCode Doors W5 16X FL8409-R3 FL5675-R3 FL5675-R3 +45,0/-45.0 +30.01-32.0 +30.0/-30.0 psf psf psf the jobslte at all times during installation. (used in wind speeds over 120 n Clopay Building Products (used in wind speeds over 120mioli CIO ay Building Products Amarr Garage Doors Residential WindCode Doors W6 8X7 Residential WindCode Doors W6 (16X7) Model #500 Classics 8x7 FL5675-R3 FL5675-R3 FL5427-R2 +37.0/-41.0 +37.0/-37.0 +40.1/-47.4 psf sf psf H2.5 FL10456 Amarr Garage Doors Model #500 Classica 16x FL5427-R2 +38.4/-43.7 psf Hurricane Tie LFTA6 Amarr Garage Doors Model #600 Stratford 8x7 FL5302-R1 +40.1/-47.4 psf FL817-R1 HDQ8-SDS3 Amarr Garage Doors Model #600 Stratford 16x7 FL5302-R1 +38.4/-43.7 psf D. OTH ER HTA16 FL821-R1 HETA20 FL11`473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 2. A. WINDOWS SINGLE HUNG Fla. Extruders Milestone Milestone Series 1000 SH Std -Sill FL9262-R2 +45.01-45.0 psf B. HORIZONTAL SLIDER Fla. Extruders Milestone Milestone Series 1000 Horizontal Slider FL9236-R2 +45.0/-45.0 psf C. FIXED Fla. Extruders (Milestone) Milestone Series 1000 Fixed FL9242-R2 +45.01-45.0 sf D. MULLION Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/5714/5718 FE5700/5701 /5702/5703/5704/5705/5717 FL3136-R3 NiA HD/Tension Tie E. OTHER HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 3. PANEL WALL being issued. HUSC412 FL10655 Joist Hanger will acquire, a finahcial. In my work an evaluation, I do not nor cad 1 a qu , A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL12199 +70.0/-70.0 psf C. OTH ER LSSU210-2 FL10447 Slo able/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slo able/Skewable Hanger LSTA12 FL10852 4. ROOFING PRODUCTS FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 and AR), XT30 (and AR FL5444-R2 NIA LSTA36 B. UNDERLAYMENTS LSTA36 FL816-R1 LTS12 FL10456 Twist Strap C. ROOFING FASTENERS LTS16 FL10456 Twist Strap LTW16 FL820-R2 D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A FL10456 Twist Strap LTW20 Florida Metal Products, Inc Vent RV10 FL2075-R4 N/A LTS19 E. ROOFING TILES FL11496 Tension Tie LTS20B FL822-R1 LUS26 F. ROOF TILE ADHESIVE JUS26 FL821-R1 LUS414 FL10655 Joist Hanger G. OTHER MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 5. SHUTTERS FL11910 MST48 FL10852 Strap Tie KST248 A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf MSTAM36 FL11473 Alufab Galvanized Steel Storm Panels FL4804-R2 +104.01-104.0psf FL10456 Twist Strap MTW12 FL820-R2 MTS16 FL10456 ` t Strap Twls p 6. STRUCTURAL MTS18 FL10456 Twist Strap MTW18 FL820-R2 MTS20 COMPONENTS Twist Strap MTW20 FL820-R2 MTS30 FL10456 A. WOOD CONNECTORS/ ANCHORS Simpson Strom -Tie USP Structural Conn. FL820-R2 see chart see chart Tension Tie B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 NIA FL816-R1 C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A FL10456 Stud Plate Tie SPT24 Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 N/A SPT4 D. MATERIAL FECP Corp. Cast -Crete High Strength Concrete Lintels FL158-R3 N/A ET FL11`506 Epoxy Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 N/A ITiten Anchor Lott's CP Lintel FL12045 N/A Commercial CP lPrecast & Prestressed Engineered Conc. Lintels FL1774-R2 N/A Powers Steel, Inc. IPower Box Lintels FL6264-R1 NIA The products 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 the 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 during inspection. APPLICANT SIGNATURE DATE n & USP Cross Over Chart with Product Approval Numbers SimpjFL1 Florida Simpson Prodrida NumberApproval Product Number Product Description USP Product Number Florida Product Approval Number A34 0446 Framing Anchor MP34 FL822-R1 ABU44 0849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-R1 H3 FL10456 Hurricane Tie The Kaycan PVC Siding described in this report shall be the jobslte at all times during installation. 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 HEM FL11473 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11`473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor D. For applications in excess of the prescriptive requirements, Kaycan PVC Siding Is horzontal and vertical lap siding and HSUR/L410 FL10655 Heavy Skewed U Hanger conforming to the requirements of ASTM D 3679. The siding For applications in excess of the prescriptive requirements, 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 which t0dlud%, the mandatory requirements of Annex A1,2.1 in ASTM D 3679 being issued. HUSC412 FL10655 Joist Hanger will acquire, a finahcial. In my work an evaluation, I do not nor cad 1 a qu , ITT FL10667 TF I -Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R1 Li FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slo able/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slo able/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTW12 FL820-R2 LTS16 FL10456 Twist Strap LTW16 FL820-R2 LTS18 FL10456 Twist Strap LTW18 FL820-R2 LTS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTW12 FL820-R2 MTS16 FL10456 ` t Strap Twls p MTW1 6 FL8 20-R2 MTS18 FL10456 Twist Strap MTW18 FL820-R2 MTS20 FL10456 Twist Strap MTW20 FL820-R2 MTS30 FL10456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SP1 FL10456 Stud Plate Tie SPT22 FL817-R1 SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11`506 Epoxy HD Titen FL2355-R3 ITiten Anchor Installing soffit and fascia Please note: Although vinyl sofflt'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 guara0teed. fascia. Installing trim - Option A re ar ' , When fascia is applied without exposed nailing. (kltar■wt With open eave: Secure F -channel to the exterior of the fascia with the top leg 1 ✓ -c__ resting against the bottom of the board. Secure F -channel on wall, level with the t f m F -channel on the fascia. Softwar-- With closed save: Use a J -channel in place of the F -channel at the wall. Secure all Option A channels every 12' on center, In center of nail slots. fascia Installing trim - Option Bnyt When soffit only is applied, or when fascia panel Is secured to underside Faaca `',r of wood fascia. iaheanea 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. r With closed eave: Substitute J -channels for the F -channels. f aCfit w■a Secure all channels in the center of the nail slots, 12" on center. Option B Installing soffit 1. Measure the distance between the inside of the inside and outside trims. Allow i1 114" per side for expansion and cut the panels to length. Insert panels into trims, rr' For eaves over 18" in width, you will need 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 n sl 6lfr 12" on center. S lig i" r �l n 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 (both illustrated). Both methods are made with J -channel or H-channel.t"I anima. a N� Straight trim use Jaltanaelr H -Channel Installing soffit and fascia Installing fascia 1. Install an undersill trim at the top of the fascia board. 2, Measure distance from the bottom of the Fchannel 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 'fabs" 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 altematilve 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 1112" tab to be inserted into overlapping panel. 2, Overlap 314" (half the distance of the notch). Capping fascia To make corner caps, cut a piece of vinyl fascia that is 5112" long. 1. Mark the vertical centedlne on the back of the piece. 2. Cut a 90 section of the bottom flange fir 45• angle on either side. 3. Use a hand seamer or metal shaightedc along vertical contedine to make a right - 4. Using a snap -lock punch, make tabs just below the top edge of the corner cap, making sure that tabs face outward. Install comer cap by locking the bottom over the existing F -channel and snapping the top edge into the undersill trim. 26 KAYCAJV- i ,KAYCAN" IGC -ES Evaluation Report ESR -1495 this report. Reissued November 1, 2008 5.0 CONDITIONS OF USE This report is subject to re-examination in two years. www.1 c-es.om 1(800) 423-6587 1(562) 699-0543 A Subsidiary of the international Code Councir DIVISION: 07 -THERMAL AND MOISTURE PROTECTION 4.0 INSTALLATION Section; 07460- Siding 4.1 General: REPORT HOLDER: Installation of the siding, Including the panels, corners, starter 6.2 Data In accordance with the ICC -ES Evaluation strips, trim and other accessory Items, shall be in accordance KAYCAN LTD. with the manufactureea published Installation instructions, the ONE MEMORIAL DRIVE applicable code and this report. In the event of a conflict RICH FORD, VERMONT 05476 RICH between the manufacturer's published installation instructions 640-70V and this report, this report shall govern. A copy of the www.kaycan.com manufacturers published Installation instructions shall be on The Kaycan PVC Siding described in this report shall be the jobslte at all times during installation. EVALUATION SUBJECT: Solid sheathing and a water -resistive barrier shall be trademark, the product type, the statement "Conforms to provided behind the siding, as required by the applicable KAYCAN PVC SIDING code. Standard 14.2", the name of the inspection agency The allowable wind loads are as noted in the prescriptive 1.0 EVALUATION SCOPE requirements of the applicable code. See Section 4.2 for Compliance with the following codes: applications in excess of the prescriptive requirements or where the applicable code does not provide presedptive e 2006 International Building Code°' (IBC) requirements. ■ 2006 International Residential Code® (IRC) 4.2 Wind Resistace: m 1997 Uniform Building Code"" (UBC) Design wind pressures must be determined In accordance with Chapter 16 of the IBC, SBC, UBC or BNBC or Section ■ BOCAmNational Building Code/1999(BNBC) 301,2,1.1 of the IRC. lnareas where the basic Wind speed (3- m 1999 Standard Building code° (SBC) second gust do not exceed 100 mph (45 mis) [80 miles per es mile under the U8 C and the building hour 36 rrJs (fastest 9 Properties evaluated: height is less than or equal to 40 feet (12 192 mm) in T-3 Horizontal Exposure C areas, Installation must comply with the ■ Exterior veneer prescriptive requirements of IBC Section 1405.13, BNBC ■ Wind resistance Section 1406.3.3, SBC Section 1403.9 or UBC Section 1405, Vented 10" as applicable. 2.0 USES In jurisdictions enforcing the IRC, Installation much comply Kaycan PVC Siding is used as an exterior veneer and as with the prescriptive requirements of IRC Section R703.4 for closure material on the underside of exterior roof eaves areas where the basic wind speed (3 -second gust) Is less than (soffits). 1110 mph (49 mis) in Exposure B, and does not exceed 90 Quadruple 4 Inch Perforated Soffit 1 mph (40 m/s) in Exposure C or 85 mph (37 m/s) in Exposure 3.0 DESCRIPTION D. For applications in excess of the prescriptive requirements, Kaycan PVC Siding Is horzontal and vertical lap siding and the design must be In accordance with IRC Section soffits manufactured from rigid polyvinyl chloride (PVC) 8301.2.1.1. conforming to the requirements of ASTM D 3679. The siding For applications in excess of the prescriptive requirements, Is used as an exterior wall covering over solid sheathing and the Kaycan PVC Siding has an allowable negative wind load as soffit. The siding has a plain" or wood -grain texture and IS of 70 psf (3352 Pa) [44 psf (2107 Pa) under the UBC] when available in various colors with matching trim, comers, and attached to a code -complying, minimum s/s-Inch-thick (10 starter strips. The panels are a minimum of 0.040 Inch (1 mm) mm), structural -rated OSB sheathing. The Siding shall be thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm). attached with 1'12 -Inch -long (38 mm),'/e Inch-dlameter-head Panels are formed with an upperedge having nail slots and a (10 mm),'/e-inch-diameter-shank (3 mm), corrosion -resistant lower edge thathooks Into the upperedge of the lower course. roofing nails spaced 6 Inches (152 mm) on center. The The siding Is produced in different profiles as described in structural sheathing and framing to which the siding is Table 1 of this report. attached are outside the scope of this report. Fascia installation nom Fascia overlapping ESR -14951 Most Wdely Accepted and Trusted Page 2 of 2 Wind resistance of the soffit panels Is outside the scope of 5-4 The siding is manufactured in Richford, Vermont, under this report. a quality control program with Inspections by 5.0 CONDITIONS OF USE Architectural Testing Inc. (AA -676). The Kaycan PVC Siding described In this report complies With, 6.0 EVIDENCE SUBMITTED or is a suitable alternative to what is specified In, those codes 6,1 Manufacturers published installation instructions. listed In section 1.0 of this report, subject to the following 17 - 6" conditions: 6.2 Data In accordance with the ICC -ES Evaluation 12'- 0" Guideline for Vinyl Siding (AC37), dated October 2008. 5.1 The sidling is limited to installations on buildings Of Type 12'- 0" 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 (AC'10). 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 tlhe applicable code. trademark, the product type, the statement "Conforms to 5.3 The siding shall be Installed only on exterior walls over ASTM specification D3679," the statement "Conformsto UBC solid sheathing capable of resisting design wind Standard 14.2", the name of the inspection agency pressures both positive and negative. The sheathing (Architectural Testing,Inc.), and the evaluation report number shall be covered with a water -resistive barrier, as (ESR -1495). required by the applicable code. Platinum Series T-3 TABLE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Batten Single 7 Inch Vertical 101-01 D-4 Averill Double 4 Inch Horizontal Dutch Lap 12'- 6" D-4 Marquis Double 4 Inch Horizontal 17 - 6" D•5 Contessa Double 51nch Horizontal 12'- 0" D-5 Elegance Double 5 inch Horizontal Dutch Lep 12'- 0" D-5 Vertical Double 5 inch Vertical 1o' - 0 Lewiston Double 4.5 inch Horizontal 12' - 0" Newport Single 611, Inch Horizontal IV - 0" Ocean Park Bevel Double 4.5 Inch Horizontal 12'- 0" Ocean Park Cove Double 4.5 Inch Horizontal IT -O" Platinum Sanas D-4 Double 41nch Horizontal 12'-6' Platinum Series DA Dutch Lap Double 4 Inch Horizontal Dutch Lap 12'- 6' Platinum Series T-3 Triple 3 Inch Horizontal 12'- 0" Prove Double 4.5 inch Horizontal 12'- 0" Sierra Double 4.5 Horizontal 12'- 0" T-3 Classic Triple 3 Inch Horizontal Dutch Lap 12'-D" T-3 Horizontal Triple 3 inch Horizontal IT - 0" Vented a" Double 4 inch Perforated Soffit 12'- 0" Vented 10" Double 5 inch Perforated Soffit 12'- 0" Solid 10" Double Birch Solid Soft 12'- n" Center Vented 12"/Solid 12" Triple 41nch Partially Perforated 5011, 12' - 6" Vented 16" Quadruple 4 Inch Perforated Soffit 1 12'- 0" Solid 16" Quadruple 41nch Solid Soffit I 12' - 0" ror W: 1 men =za4 mm. 27 ICC4$E.1,.ia,Repo&-no to be WntdnrAm repraeBnfngnesfRGics a'My orNergfbi6,neand ap {rmffy arklreaasA ria me rGry lo&caralrned gran andorsemal! oJGresibJact 001enpa7 or a recammw,dniton for frs use. Then U. --Icy &Y ICC EWuadan $ Moa Ina, expnra or rmphed, nr to enyJlnd(ngwather matter In thu report or.taanypWwtcmwerlbyt6e1epo11.g Copyright® 2008 Page 1 of 2 ICC EVALUATION SERVICE, INC. CD Evaluate • Inform ■ Protect C e La Angelo 8,feinar/Reglonel Office • 5360 Workman Mat Ro.4 Whretrur.CA9C601 fox 7t7.4446"03 717-646.3747 Fax 717-846,0355 (562) 699.0343 plume • ($62) 695.4694 fax ' 717-846*3747 �' 2 N� HR Engineering, inc. HR Engineering, Inc. Certification of Independence for Evaluation 1418 E. milieket St., suite B 1418 E. Market St„ Suite 0 ICC Evaluation Service, Inc. CL Yorks, PA 17403 York, PA 174Q3 (t) [CC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, 21 January 2009 22 January 2009 a'ftnancial interest in any company manufacturing or distributing products for which Nick Thompson, Product Malinger- Siding & Metalse i/7 valuations are issued. Associated Materials, LLC Ped Rerrnan, E.E., Administrator, 2 ICC Evaluation Service, Inc., Is not owned, operated or controlled y any company ( ) 3773 State Road Cuyahoga Faits, Ohio 44223 Florida Building Code Commission g manufacturing or distributing products it evaluates. Ted Berman and Associates, LLC. 92.5 41s' Street, Suite 104 (3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any O RE: Florida Evaluation, Coventry Vinyl Siding, FBC 2009 Miami Beach, Florida 33140 orts company manufacturing or distributing products for which repare being issued. Dear Mr. Thompson; (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. C The following Associated Materials vinyl siding product; Coventry has been tested and RE: Certification of Independence U_ analyzed in conformance with ASTM D 3679-05 as required by .Florida Building Code 44�1 2007, paragraphs 1404.9 and 1405.13., plus Florida Residential Code 2007, paragraph Dear Mr, Berman;n Zu 703.11 Structural testing to ASTM D 5206, as required by ASTM D 3679, was done at O Nosse -President N Architectural Testing, Inc. and is reported in 71945.01-109-40 and 82537.01-109-46. In conttzrmance with Rule 971.72,110, ,F,A•C "Criteria for Certification of ICC Evaluation Service, Inc. Testing was done for Alside, Inc., which is owned by Associated Materials, LLC. Independence"', I offer the following. I am a registered professional engineer in the state Coventry vinyl sidling is produced in 5 configurations, Double 5'", Double 5"' Dutchlap, of Florida with license number 19354. 1 work in a two person consulting structural. Cin Double 4", Double 4" Dutoh)ap, and Triple 3"; all with a thickness of 0,042" A engineering firm "HR Engineering Inc.", of which I am the majority owner, strengthening feature of this product is that it has'a "rolled edge nail been'", which forms a double thickness at the nail hem edge, In my work performing an evaluation, I do not have, nor will I acquire, a financial ;. I have porfi'i�d a combination of rational and comparative analyses on this product, interest in any company manufacturing or distributing products for which the reports are which t0dlud%, the mandatory requirements of Annex A1,2.1 in ASTM D 3679 being issued. r. ver 5/8" minmm mailable sheathing or minimum plywood_ IInstallation must be over lm will acquire, a finahcial. In my work an evaluation, I do not nor cad 1 a qu , Installation fasteners must be roofing nails with 3/8" diameter head, 1/8" diameter shank, otfarmnng plhave, interest in any other entity involved in the approval process of the product ands Yrlirtiol'u rt length of 1-5/8"_ The allowable design wind pressures for all S configurati(lt1,s, including Double 5", Double 5" Dutchlap, Double 4" Double 4°' l. trust that this is sufficient for the Florida Building Cade Gnmmission's requirements. If •i ' Dutchlap,- and Triple 3" are *1-173 psf for El" stud spacing, +/-115.3 psf for l2" stud there are any questions about this certification of independence, or if anything additional spacitl)t„ s 1} 86.5 psf for 16" stud spacing. in order to achieve these pressures„ all is, required, p"lease advise me. sttwds must h`avo nails its them and all nails must be in studs. The above values Can be compared directly to the required wind loads in C1lapter 16 of Sincerely yours; the Florida Building Code, I trust that this information is sufficient for the project needs. IJR Engineering, Inc. If there are any questions about this report, or if anything additional is required, please advise me. �� %1 er1J■,twe-t+G/ Sincerely alir5'" "" y y; Allen N. Reeves-P.E. Chief Engineer Beal,waaiRe,uul 0leee • 11360 W.nkaun M1110.nad, Whuner, Calrumia W601 • (7611699-07{3 Munalalr Rum4 9uim A, bemmteam. Alabama 17213 • 8071 !99.1600 www,icc•a.or,t Ra,iorol Of11aa •900 ak.. O]w War na,mwn ad, Ceumn Club Hdb. Ill -.0118 • (Ian 799.1307 Rc&nar ORoad, { ANIZ.anr Alien N. Reeves, RE, = ANR; am Ca: Associated Materials, LLC Structural. Engineer Florida License No. 19354 Ce: 09010005 09010005 vii J ✓NMtiA+Py 7taa°q ,.,,.. . , .w. 27 Q Z Z LU J SHEET N0. PA 1.0 CD C CU U 2 N� O N C::L O CL i/7 CD C O O CD C O U_ .� O N D I-- - Cin < Q Z Z LU J SHEET N0. PA 1.0