Loading...
Ocean Boulevard 88, 90 ENERAL CONDITIONS & NOTES G � � M SECTION A SECTION D LU U - O 'O 1. CONTRACTOR SHALL VISIT AND INSPECT THE PREMISES, PRIOR TO SUBMITTING THEIR PROPOSAL, 1. DO NOT SCALE DRAWINGS --- DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLAN = `� TO FAMILIARIZE THEMSELVES WITH THE CONDITIONS UNDER WHICH WORK WALL BE PERFORMED. NO AND ELEVATION DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL DETAILS. m J cn o SUBSEQUENT ADDITIONS OR CHANGE ORDERS WILL BE ALLOWED ON ANY CLAIM DUE TO LACK OF Qco KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH THE CONTRACTOR COULD HAVE PROJECT LOCATION Z `V 2. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. w ,Q p 6. 0 0 INFORMED HIMSELF. WHERE THE TERM "OR APPROVED EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE 8 2. CONTRACTOR SHALL, BEFORE COMMENCING WORK, REVIEW ALL PLANS, NOTES, GENERAL EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. INDICATES PROJECT LOCATION _° U o X Q CONDITIONS, AND SPECIFICATIONS AND VERIFY ALL GOVERNING DIMENSIONS ON THE JOB SITE. GC 3. RULES AND REGULATIONS OF THE ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SHALL EXAMINE ALL ADJOINING AREAS OR AREAS UPON WHICH THE PERFORMANCE OF HIS WORK � � M � � ° GOVERNMENTAL AGENCY HAVING JURISDICTION AND SHALL CONFORM TO ALL SAFETY AND IS IN ANY WAY DEPENDENT. ALL VARIANCES OR DISCREPANCIES SHALL BE REPORTED TO THE d ARCHITECT PRIOR SUBMITTING A PRICE PROPOSAL OR FABRICATION OR ERECTION OF ANY WORK SANITARY LAWS, CITY, COUNTY, STATE, AND/OR FEDERAL ORDINANCES WHICH APPLY. IN QUESTION. ANY VARIANCES OR DISCREPANCIES IN THE DOCUMENTS SHALL BE REPORTED 4. ALL WORK SHALL BE PERFORMED BY SKILLED WORKMEN AND IN ACCORDANCE WITH THE BEST --- 1 1 o 1 o IMMEDIATELY TO THE ARCHITECT. PRACTICES OF THE TRADES INVOLVED. N ` I- A ' 20 3. CONTRACTOR SHALL MAKE KNOWN TO THE ARCHITECT ANY LIMITATIONS, EXCLUSIONS, OR 5. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB. SQUARE, LEVEL, AND TRUE AND IN In MODIFICATIONS TO THE DOCUMENTS DURING THE PRICING PHASE OF THE PROJECT. UNLESS PROPER ALIGNMENT. Sf - Q Z � p� Q ADVISED OTHERWISE IN WRITING, THESE ITEMS SHALL BE PRESUMED INCLUDED IN CONTRACTOK ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT Z o� N' " m' PRICE. UNLESS OTHERWISE NOTED. ALL MANUFACTURED EQUIPMENT, MATERIALS, AND FINISHES SHALLi 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF DRAWINGS TO ALL BE INSTALLED OR APPLIED ACCORDING TO THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. ul v 00 !1 I-101 TRADES UNDER HIS JURISDICTION. 95. ANY INFORMATION REQUIRED BY CONTRACTOR THAT IS NOT SHOWN WITHIN THE DRAWINGS OR 7. ALL INSTALLED PLUMBING. MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY ARCHITECTURAL ABBREVATIONS 20 j CONTAINED IN OTHER CONTRACT DOCUMENTS (IF ANY) SHALL BE REQUESTED BY THE GENERAL AND FREE OF VIBRATION. o � U CONTRACTOR IN WRITiNG FROM THE ARCHITECT. S. ALL WORK AND MATERIALS SHALL BE GUARANTEED BY THE GENERAL CONTRACTOR AGAINST ACT acoustic ceiling the I 6. SHOULD THE CONTRACTOR, BY HIS OWN FAULT, FAIL TO COMPLETE WORK BY THE AGREED UPON DEFECTS IN DESIGN. WORKMANSHIP, AND MATERIALS FOR A PERIOD OF ONE 1 YEAR FROM THE SELVA -295 COMPLETION DATE, HE SHALL, AT THE DISCRETION OF THE OWNER, PERFORM WORK ON PREMIUM DATE OF APPROVAL FOR FINAL PAYMENT. THIS GUARANTEE SHALL NOT LIMIT ANY SPECIFIC A.F.C. above finished ceiling MARINA ? Q 11ME TO CONFORM WITH THE SCHEDULE. ANY EXPENSE INCURRED BY SUCH WORK SHALL BE THE MANUFACTURER'S WARRANTIES THAT ARE IN EXCESS OF (1) YEAR DURATION. A.F.F. above finished floor COLE , o RESPONSIBILITY OF THE CONTRACTOR. ALT alternate COURSE PROJECT 7. A REPRESENTATIVE OF THE GENERAL CONTRACTOR WHO IS AUTHORIZED TO DISCUSS THE WORK 9. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY OMISSIONS IN THE ALUM aluminum LOCATION 11­ AND TO RECEIVE INSTRUCTIONS SHALL BE ON SITE AT ALL TIMES THAT WORK IS IN PROGRESS. NOTES OR CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR OF B/ bottom of y SUCH RESPONSIBILITY EXCEPT FOR ITEMS NOT IN CONTRACT AND SPECIFICALLY NOTED. BD board 4.0 " " w BLDG. building o 8. GENERAL CONTRACTOR SHALL MAINTAIN A JOB SITE TELEPHONE AT ALL TiMES. 10. ALL HOLD OR CLEAR DIMENSIONS SHALL BE EXACT WITHIN A 1/8- TOLERANCE ALONG FULL a 9. THE CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS TO EXECUTE ALL WORK AS SHOWN DISTANCE OF DIMENSION / B.O. by others o o CJ control joint N ON THESE DRAWINGS WITH THE EXCEPTION OF ITEMS OR AREAS MARKED "NOT IN CONTRACT", CL centerline 1 O AH = CODE DATA -C N.I.C. , OR BY OTHERS-. CLG ceiling Al A MON v m 10. THE CONTRACTOR SHALL KEEP SUFFICIENT WORKMEN ON THE JOB SITE AT ALL TIMES TO g W3: a PERFORM THE WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP. CLO closet ATLANTIC BLVD. Q D SOUND BUSINESS PRACTICE, AND THE BEST INTERESTS OF THE END USER. CLR clear CITY OF ATLANTIC BEACH BUILDING DEPT. CODES: , U C: } 11. THE GENERAL CONTRACTOR SHALL PROVIDE GENERAL CARPENTRY AND BLOCKING AS REQUIRED COL column AIA 2004 FLORIDA BUILDING CODE - BUILDING FOR THIS PROJECT WHICH MAY NOT FALL INTO THE JURISDICTION OF A SPECIFIC TRADE, BUT IS CONC. concrete 2004 FLORIDA BUILDING CODE - RESIDENTIAL REQUIRED FOR THE PROPER JOB EXECUTION AND COMPLETION OF ALL TRADES WORK AND CONT. continue (ous) 2004 FLORIDA BUILDING CODE - EXISTING BUILDING CON STRU CTI ON. CPT carpet � � z N 2004 FLORIDA BUIUDNG CODE - PLUMBING v 2004 FLORIDA BUILDING CODE - MECHANICAL 12. ALL FEES, TAXES, PERMITS, APPLICATIONS, CERTIFICATES OF INSPECTION, AND THE FILING OF ALL CT ceramic the �, N N 2004 FLORIDA BUILDING CODE - FUEL GAS L WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE GENERAL D depth '� "� 2004 FLORIDA FIRE PREVENSION CODE o CONTRACTOR. DEMO demolition, demolish PROJECT LOCATION: 2003 LIFE SAFETY CODE - NFPA 101 a 13. CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL WORK OR CHANGES FOR WHICH HE DET detail 88 & 90 OCEAN GROVE DRIVE, a EXPECTS ADDITIONAL COMPENSATION WITHOUT WRITTEN AUTHORIZATION TO PERFORM SUCH WORK. DIA diameter FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION v DIM dimension ATLANTIC BEACH, FLORIDA - FBC BUILDING CHAPTER 11 0 14. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE DN down FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUTION MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS OR THE OPERATIONS OF ANY OTHER DWG drawing VICINITY MAP CONTRACTORS WITHIN THE AREA OF WORK. METHODS FOR SUCH REMOVAL MUST BE AGREEABLE (N) - FBC BUILDING CHAPTER 13 a TO OWNER AND IN COMPLIANCE WITH ALL APPLICABLE CODES. EA each 2002 NOT TO SCALE: 2002 NATIONAL ELECTRICAL CODE - NFPA 70 E 15. PREMISES SHALL BE SWEPT CLEAN DAILY OF CONSTRUCTION DEBRIS. EJ expansion joint ( ) EL elevation USE OCCUPANCY E do 16. FINAL CLEANING PRIOR TO END USER OCCUPANCY SHALL INCLUDE (BUT NOT BE LIMITED TO): ELEV elevator a CLEANING OF ALL WOOD AND GLASS SURFACES, DUSTING OF ALL HORIZONTAL SURFACES, EQ equal DEMOLITION GENERAL NOTES P ROJ ECT AREA CALCULATIONS FOC 302 - RESIDENTIAL.GROUP R; R-3 VACUUMING OF ALL CARPETED AREAS, REMOVAL OF ALL STAINS, SPOTS, SPILLS, ETC. ON ANY EQUIP equipment NFPA - CHAPTER 24, ONE & TWO FAMILY DWELLINGS C: SURFACE, MOP CLEANING AND WAXING OF ALL RESILIENT FLOORS, AND CLEANING ALL VINYL WALL m COVERINGS FREE FROM DIRT ADHESIVE, OR OTHER FOREIGN MATERIALS. EWC electric water cooler CONSTRUTION TYPE• C_ EXIST existing EXISTING FIRE RATED WALLS WITHIN THE PROJECT AREA AS EACH UNIT• . tn INDICATED ON THE PLANS SHALL BE INSPECTED BY THE G.C. - FD floor drain FBC 503 - TYPE V-A U 17. GENERAL CONTRACTOR AND HIS VENDORS SHALL DETERMINE AVAILABILITY OF ALL FINISH TO CONFIRM AND VERIFY CONSTRUCTION IS IN CONFORMANCE 1ST FL A/C = 639 SF MATERIALS, TRADES, AND ITEMS SHOWN IN THESE DOCUMENTS. ANY DELIVERY THAT MAY CAUSE FE fire extinguisher WITH THE RATINGS INDICATED, IF WALLS, OR PORTIONS OF 1ST FL GARAGE = 503 7 ` NEPA - TYPE II (000), UNPROTECTED / SPRINKLERED POTENTIAL PROBLEMS IN MEETING AGREED UPON CONSTRUCTION SCHEDULE SHALL BE BROUGHT FEC fire extinguisher- & cabinet WALLS DO NOT CONFORM THEY SHALL BE REPAIRED AS 1ST FL REAR PATIO = 59 V C Z o TO THE ARCHITECT'S AND OWNER'S ATTENTION FOR POSSIBLE REEVALUATION OF MATERIAL FlN finish (ed) NECESSARY. 1ST FL SIDE PATIO ; $ SF /r�\� SPRINLER SYSTEM: - DESIGNATION. FL floor CONTRACTOR SHALL VISiT AND INSPECT THE PREMISES, PRIOR +� SPRINKLER SYSTEM SHALL MEET ALL REQUIREMENTS OF NEPA 13R J � 18. THE DESIGN CONCEPT OF THIS PROJECT IS BASED ON THE COLOR, TEXTURE, AND DESIGN OF FP fire lace TO SUBMITTING ANY PROPOSAL. TO FAMILIARIZE THEMSELVES 2ND FL A/C = 1,056 SF U FINISHED PRODUCTS AS SPECIFIED. IF THE CONTRACTOR FAiLS TO ORDER MATERIALS IN FT foot feet WITH THE CONDITIONS UNDER WHICH WORK WILL BE 2ND FL FRONT BALCONY= 1% $F SUFFICIENT TIME FOR ORDERLY INSTALLATION WITHIN THE PROJECT. THE ARCHITECT WILL NOT / PERFORMED. NO SUBSEQUENT ADDITIONS OR CHANGE 2ND FL REAR BALCONY = 5� SF EXTERIOR WALL RATING REQUIREMENTS: FBC 602L P ENTERTAIN ANY REQUEST FOR MATERIAL SUBSTITUTION. INSTEAD, THE CONTRACTOR SHALL GA gage. gauge ORDERS WILL BE ALLOWED ON ANY CLAIM DUE TO LACK OF m o` PROVIDE AND INSTALL TEMPORARY FINISHES OR MATERIALS SATISFACTORY TO THE ARCHITECT, KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH o GC general contracltor 3RD FL A/C = 1 056 SF TABLE 602 note (b) W -- � PROVIDE AND INSTALL THE SPECIFIED FINISHES OR MATERIALS UPON THEIR ARRIVAL. AND BEAR GWB gypsum wall board THE CONTRACTOR COULD HAVE INFORMED HIMSELF. 3RD FL FRONT BALCONY= � 86 SF NOT REQUIRED WITH FIRE SEPERATION DISTANCE OF 3 FEET ALL COSTS ASSOCIATED WITH THE INSTALLATION. GSF gross square feet CONTRACTOR SHALL, BEFORE COMMENCING WORK, REVIEW ALL 3RD FL REAR BALCONY = 50 SF OR MORE. _ m • ' PLANS NOTES, GENERAL CONDITIONS, AND SPECIFICATIONS SECTION B HM hollow metal !� FBC R302, 0 C1 HORIZ horizontal AND RIFY ALL GOVERNING DIMENSIONS ON THE JOB SITE. SEPARATED BY LESS THAT 6 FEET SHALL HAVE NOT LESS THAN = a ALL EXAMI E ALL ADJOINING AREAS OR AREAS UPON LOT AREA. ,5 ONE HOUR FIRE RESISTIVE RATING WITH EXPOSURE FROM BOTH 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK AND SHALL NOT ACCEPT INSTRUCTION HT or H height MIICH THE PERFORMANCE OF THE WORK IS IN ANY WAY 52.0'x105.9' - 5.507.3 SF 3� SIDES FROM LOCAL PERSONNEL WITHOUT VERIFICATION FROM THE OWNER'S AGREED UPON ID inside diameter DEPENDENT. ANY VARIANCES OR DISCREPANCIES IN THE EXISTING LOT COVERATE _ 3,107.3 SF REPRESENTATIVE. THE CONTRACTOR WALL BE LIABLE FOR ANY EXPENSE CAUSED BY THE INSUL insulation DOCUMENTS SHALL BE REPORTED IMMEDIATELY TO THE ALLOWABLE LOT COVERAGE 0 50% - 2,754 SF V EXECUTION AND REMOVAL OF SUCH WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER'S ITF information to ifollow ARCHITECT. LOT COVERAGE +-5% MAX. = 2.892 SF DWELLING UNIT SEPARATION: FOC 83170 4u m REPRESENTATIVE. G.C. SHALL COORDINATE JAN janitor closet OWNER, AND OWN R EQUIPMENT; VENDOR FOR EQU PMENT WITH BE 0 L length � PROPOSED COVERAGE• NATI-j�2 ROECLEARAINCE FROM OPROPRTY LINES.EXTERIOR WALLS = INSTALLED BY THE G.C., INCLUDING BUT NOT LIMITED TO FIRST FLOOR FOOTPRINT 2,284 SF 4- SECTION C LAV lavatory KITCHEN CABINETS, APPLIANCES, WHIRPOOL BATHTUBS, HOT 2nd FLOOR OVERHANG FRONT 114 SF (two hour fire rating provided see plana) MAX maximum WATER HEATERS. HEATING & AIR CONDITIONING EQUIPMENT, 2 REAR PAVER PATIOS 59 SF Old MECH mechanic al TOILET ACCESSORIES & MISC. WALL MOUNTED DEVICES. 2 SIDE COVERED ENTRIES 30 SF OCCUPANT LOAD: u 1. CONTRACTOR SHALL COORDINATE WITH OWNER AS TO ONSITE DELIVERY AND STORAGE OF � � CID a MATERIALS AS WELL AS SCHEDULING OF WORK TO PROVIDE THE LEAST AMOUNT OF DISRUPTION. MFR manufacture (air) 2 PAVER WALKS 101 SF MTL metal 2 PAVER DRIVEWAYS 263 SF FBC 1004 - RESIDENTIAL; one per 200 gsf co ARCHITECTURAL SYMBOLS LEGEND 2 A/C CONC PADS 36 SF NFPA 24.1.7 - NO REQUIREMENTS 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ARCHITECT OF MIN minimum (sae floor plans for area, load. and exit calculations) a ANY EXISTING AREAS THAT HAVE NOT BEEN SATISFACTORILY COMPLETED TO MEET BASE BUILDING MISC miscellaneous 29887 SF �- a STANDARDS. (i.e. FIREPROOFING, DUCTWORK, SLAB CONDITIONS, DEMISING WALLS, UTILITY N.I.C. not in contract: TOTAL: °- HOOKUPS, ELECTRICAL PANELS, ETC.) MEANS OF EGRESS; a INDICATES DIRECTION NO. OR number PARKING REQUIRED: 3. CONTRACTOR SHALL EXERCISE GREAT CARE IN PROTECTING FROM DAMAGE ALL EXISTING LETTER INDICATES LETTER NTS not to scale 2 PER UNIT, 2x2 = 4 SPACES REQUIRED FBC R311 and NEPA 24.2 6.1 - 36" MIN HALLWAY L NO CONDITIONS NCONTRACT'oAND ALL MATERIALS DELIVEREDR INDICATED AS *TO REMAIN*, ALL TD JOBASITEFTHE PRI RBTO�THEIR ING NNSTALLATION.DICATED ASOF CUTTING PLAN (r.41k, LOCATION ING SECTION ELEINDVATION CATES O.C. on center (S) PHASING GENEARL NOTES FBC 1015 - EXIT ACCESS TRAVEL DISTANCE = 175'max. PROPOSED PARKING: m OD outside diameter FBC R310 - EMERGENCY ESCAPE & RESCUE OPENINGS REQ'D. ANY DAMAGES DUE TO THIS WORK OR TO ACCIDENTS SHALL BE PATCHED, REPAIRED, OR 2 CAR GARAGE PER UNIT = 4 SPACES PROVIDED o REPLACED AT THE DISCRETION OF THE ARCHITECT AND OF THE OWNER. CONTRACTOR SHALL OPP opposite NFPA 24.2.2.1.2(b) - SECONDARY MEANS OF ESCAPE NOT REQ'D. BEAR COSTS ASSOCIATED WITH SUCH DAMAGE AND ITS CORRECTION. 1 1 P-LAM or PL plastic laminator THE PROJECT WALL BE COMPLETED IN ONE PHASE. THE (see floor plans for Travel Distance to Exit and exit calculatins) 4. EXISTING MECHANICAL OR HVAC DEVICES, INCLUDING RETURN AIR DIFFUSERS AND DUCT OPENINGS A-2A-2 A A V-2 C PR pairEXISTING AREA IS UNOCCUPIED. SHALL BE COVERED WITH 2" FILTER MEDIA THROUGHOUT THE DURATION OF THE CONSTRUCTION PT pressure treatedSTAIRWAYS' WORK. FILTER MEDIA SHALL BE REMOVED AT THE COMPLETION OF CONSTRUCTION WORK. SHEET NUMBER B PNT paint 0R ALL PHASES OF CONSTRUCTIONTHE G.C. SHALL INSTALL AND AL 0 NDICATEIN RWARNNNGEARCHITECTURAL PLAN LEGEND FBC R311.5 - 36" CLEAR MIN. WIDTH a 5. DOE 0 IN�WRITiNG BYAA FLORIDA REGISTERED STRULL NOT CUT ANY EXISTING CTURALRAL ENGINEERERS UNLESS APPROVED TO WHERE SECTION BUILG SECTION I NTE R I 0 R ELEVATION QT quarry tile - CONSTRUCTION AREA - DO NOT ENTER" ON THE DOOR TO MAX RISER = 1 IS DRAWN TYP. RAD radius THE CONSTRUCTION AREA MIN TREAD = 10 c RCP refelected ceiling plan a) 6. ANY ELEMENT. WHATSOEVER, REQUIRED BY THE BUILDING OWNER OR BY THE LOCAL BUILDING EXISTING 10 REMAIN FBC R311.5.8.1 and NFPA 24.2.5.5 -SPIRAL STAIRS; E OFFICIAL BUT NOT SPECIFIED ON CONSTRUCTION DOCUMENTS SHALL BE REVIEWED BY THE REQ'D required D ARCHITECT PRIOR TO INSTALLATION. REV revision (s) reused __ __ __ 26 CLEAR MIN WIDTH � g __ __ __ EXISTING TO BE REMOVED MAX RISER = 9 ) SAB sound attenuation. insulation blankets GENERAL NOTES MIN TREAD - 7 X" (12" from center edge) HNUMBER a 0 SC solid core SECTION D INDICATES NEW CONSTRUCTION LLI CIL° SD smoke detector � NUMBER INDICATES DETAIL INTERIOR FINISHES: C TYPICAL DIMENSIONS ARE TO FACE OF STUD OR FACE OF 0 WALL SEC11ON 1 SH shower MASONRY UNLESS NOTED OTHERWISE NON-RATED SMOKE TIGHT PARTITION 1. GENERA CONTRACTOR SHALL SUBMIT, PRIOR TO COMMENCING WORK, A UST OF ALL _3 SHT sheet CLASS A; (LAME SPREAD INDEX 0-25; IL E C 0 p y Z o SUBCONTRACTORS TO OWNER AND TO THE ARCHITECT. THE NAME OF PRINCIPAL CONTACT, THE SIM similar TYPICAL INTERIOR PARTITIONS SHALL BE 3 1/2" WOOD STUDS - - - - - ONE HOUR FIRE RATED PARTITION SMOKE-DEVELOPED INDEX 0-45 . 12 C ADDRESS, AND THE PHONE NUMBER OF EACH SUBCONTRACTOR SHALL BE INCLUDED ON THIS UST. 3 AT 16" O.C. WITH 1/2" GWB FINISH ON BOTH SIDES. TYPICAL UL DESIGN NO. U-465 CLASS B; FLAME SPREAD INDEX 26-75; a o A_ SPEC specification (a) J w SMOKE-DEVELOPED INDEX 0-450. a SHEET NUMBER SQ s CEILING SHALL BE 5/8 GWB TEXTURED FINISH. - - - TWO HOUR FIRE RATED PARTITION Q z INDICATES DIRECTION quare CLASS C; FLAME SPREAD INCEX 716-200; 2. CONTRACTOR SHALL SUBMIT SAMPLES TO THE ARCHITECT FOR REVIEW OF ALL MATERIALS w UL DESIGN N0. U-41 1 SMOKE-DEVELOPED INDEX 0-450. W US � WHERE DETAIL OF CUTTING PLANE SS stainless steel TYPICAL WOOD FRAME EXTERIOR WALLS SHALL BE 2x6 WOOD TOGETHER WITH FINISHES AND INTENDED USE IN THE WORK PRIOR TO COMMENCEMENT OF WORK. IS DRAWAV 4- STL steel STUDS AT 16" O.C. WITH 1/2" GWB FINISH ON INTERIOR R-19 - - - - TWO HOUR FiRE RATED CMU WALL Z a N 3 MIN. INSULATION, W/ 7/16" OSB EXTERIOR SHEATHING UL DESIGN NO. U-905 FBC R315 - Interior wall & ceilting finish materials shall be 111 R - 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS IN TRIPLICATE TO THE ARCHITECT FOR REVIEW OF T/ top of Class A, 8 or min. Class C in all areas. `~ A-3 TEMP tempered TYPICAL MASONRY EXTERIOR WALLS SHALL BE 8" CMU BLOCK - ONE HOUR FIRE AND SMOKE PARTITION ALL TRADES INVOLVED IN THIS CONTRACT. SHOP DRAWINGS ENHANCE THESE DRAWINGS AND p w w NEPA 24.3.3 -interior wall & ceiliin finish materials shall be D SPECIFICATIONS -- APPROVAL OF SHOP DRAWINGS SHALL NOT RELEASE CONTRACTOR OF J TYP typical W/"l¢ WOOD FURRING AT 24 O.C. WITH RIGID INSULATION & - Class A B or min. Class C in a RESPONSIBILITY FOR WORK AS SPECIFIED. E TWH tankless water heater o CONSTRUCTION 1/20 GWB FINISH ON INTERIOR R-11 MIN. TWO HOUR FIRE AND SMOKE PARTITION II areas. _ 4. WHEN THE JOB IS SUBSTANTIALLY COMPLETE, THE GENERAL CONTRACTOR SHALL PREPARE A WALL SECTION DETAILS �1 KEY NOTE NUMBER U.O.N. or U.N.O.unless otherwise noted STAIRS & STEPS SHALL BE MIN. 10" TREADS & 7" RISERS UNO M EXIT LIGHT SIGN 1 Z U W C PUNCH LIST OF ITEMS TO BE COMPLETED OR CORRECTED AND SUBMIT THIS UST TO THE VIF verify in field SEE STAIR DETAIL 4/A-4. HANDRAILS SHALL BE MOUNTED AT � z a ARCHITECT AND TO THE OWNER. FAILURE TO INCLUDE ANY ITEMS ON THIS LIST DOES NOT ALTER yWINDOWS is a THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH THESE O DEMOLITION VCT vinyl composition the 34-38 AFF (TYPICAL) GUARD RAILS SHALL BE 42 AFF (TYP) l EXIT LIGHT SIGN & EGRESS LIGHT FBC R301.2.1.2 - WINDOWS SHALL BE IMPACT RESISTANT GLAZING a U DOCUMENTS. KEY NOTE NUMBER VERT vertical ALL TOILET ACCESSORIES SHALL BE SELECTED BY THE OWNER, `�' EMERGENCY EGRESS LIGHT FOR WAND-BORNE DEBIS OR PROTECTED WITH SHUTTERS. LETTER INDICATES BUILDING SECT. GC SHALL COORDINATE ALL REQUIRED BLOCKING, MOUNTING, AND DATE ISSUED 2-22-06 m VG V shape groove into EIFS CIL 5. THE GENERAL CONTRACTOR SHALL SUBMIT SCALED REPRODUCIBLE AS-BUILT DRAWINGS TO OWNER NUMBER INDICATES ELEV., WALL O1 DOOR NUMBERS REQUIRED RECESSES. FIRE EXITINGUISHER CABINET WIND DESIGN DATA: PROJECT NO. 04-54 AT THE COMPLETION OF THE PROJECT. ALL MECHANICAL. ELECTRICAL, AND ARCHITECTURAL SECTION OR DETAIL VWC vinyl wall covering RE .c.I 2A-108C or larger; type K in kitchens C CHANGES MADE DURING THE COURSE OF THE PROJECT SHALL BE INDICATED ON THESE DRAWINGS. DRAWING N0. ° A WINDOW TYPES, LETTER WD wood I� BASIC WIND SPEAD - 120 mph Q DRAWING TITLE O W width � FIRE EXTINGUISHER WALL MOUNTED WIND IMPORTANCE FACTOR - 1.0 L 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE END USER WITH ALL MANUFACTURER'S 1 ROOM W/ with 2A-10BC or larger; type K in kitchens WIND EXPOSURE - II °� MANUALS AND RECOMMENDED MAINTENANCE PROCEDURES AND SCHEDULES. A-2 NAME EP1CW`OSURE CALSS - 8, ASCD 7-9a W/0 without T.D.E. TRAVEL DISTANCE TO EXIT, IN FEET COMPONENT & CLADDING - +/-0.18 psf SCALE 1/- =l" -0" ® ROOM NUMBERS W/Dwasher / dryer END ZONE; SEE STRUCTURAL DRAWINGS < 7. FINAL PAYMENT TO THE GENERAL CONTRACTOR SHALL BE APPROVED WITHIN (15) DAYS OF 0 TELEPHONE & OR, DATA JACK RECEIPT OF AS-BUILT DRAWINGS, COMPLETION OF ALL PUNCH UST ITEMS TO THE SATISFACTION WS water soffener INTERIOR ZONE; SEE STRUCTURAL DRAWINGS OF THE END USER. AND SUBMISSION OF ALL OTHER DOCUMENTS REQUIRED BY THIS WORK. 0= 120 VOLT DUPLEX OUTLET SHEET NUMBER WHERE MEAN ROOF HEIGHT - ELEV. SECTION OR DETAIL OCCURS 0= 220 VOLT OUTLET BUILDING WIDTH - 31'-6" 36 9-8a BUILDING LENGTH - 65'-4" ROOF SLOPE x:12 - ( ) FLAT & ANGLE <0-10 degress SHEET 01 OF 11 w U M aPOOzoo ~- ¢ pl= = W D w J O C = CLL; m J CMV CV ¢ _ M O, O. w U Z N M J p w w O a t S m Y M a 00 ? a - U p X M -¢ ¢i ¢ N N } 0 Q ai a� o U O U O U N N 0) Q O U N 4- 0) C a D U 0) .a N N N L �ll O •0 c C L- a D 4- 0 } 4 0 E 1 o -4 U 64,_5},4" C3 0 T) I - PAVER WALK U , « , w ------- m 4-0 1 - A/c II A/c � ------- � ® ® / 0O ABOVE 0�J I I I J Q Q BALCONY aml I O I > > -c_ j CLOSET I I y00 I I ® I EL TO ,------------------ --- I I = Q I I FOYER 0 CIL I a I i I ® I = = V '- I I I I Q Q 0. a I © I I Z 0 Q 1 o I � U I , 5 --------- I I V I I I I PAVER DRIVE Q •" C 4 n I I aro ~ a = I N I a PLAY ROOM/ I } BEDROOM 1 _. 2-CAR I I Z A ® r GARAGE I 1 = c Q H.C. 66 . A/C ® I I - KEY NOTES 00 } BATH I 0 , � ® L. -J 2 I I q UTIUTY I DOORS, WINDOWS, do DIMENSIONS OF' EACH UNIT ARE TO BE SINK - I I IDENTICAL. SEE NOTES ON SCHEDULES. TYP a) I REFG.� Ea P. I I 1 SLOPE GARAGE CONC FLOOR TO DRAIN (TYP) O ELECT O 1 8 �C---�--- e _ r. --1 PAMIEL I r r u 3 = O TWFI PROVIDE A 5x5 LEVEL FLOOR SURFACE AT EACH SIDE OF 2 w - 00 _ _ _ _ _ _ _ _ _ _ _ ,� _ _ �_ _ _ _`_, _ _ _ _ _ _ _ _ VNNININIIIIVIIIIIII _ IIIIIIIEI _ _ _ I I °D DOOR, THRESHOLDS SHALL BE 1/2w HT. MAX o M o TWH C:: 8 i I M O 34-38" HT. DECORATIVE STAIR RAILINGS W/ BALUSTERS, } I I ILS " -' L_. ELEC O I I PROVIDE SUBMITTAL W/ DETAILS FOR REVIEW BY OWNER AND cV REFG. O ELEV. PAI,NEL Q ARCHITECT. _ EQUIP. N '���► I I 4 7" RISERS do 100 TREADS (TYPICAL) SEE STAIR DETAIL do O IA I 'C' U KTM I I SECTION SHEET A-4; STAIR TO BE PRESTIGE SERIES WOOD TREADS WEN RISER & STAINLESS STEEL 19'-3y4" pr-BATH 1 -� 8'-5)4" 4'-10 " 19'-6}�" I BALUSTERS GARDRAILS, do HARDWARE MFG. BYNDRAILS, PLAY ROOM/ c I GARAGE I ARCHITECTURAL STAIRS CO., / c: wonm A BEDROOM 1 I I FOR REVIEW BY OWNER AND ARCHITECT. W DETAILS E 1 ® I � w ® 5 I I I O DRAFT STOP; MIN. ONE LAYER ) GWB ON OPEN WEB TRUSS 8 .o I ABOVE FINISH CEILING, SEAL ALL PENITRATIONS TO PREVENT 0 *0 �1 I PASSAGE OF SMOKE. . ao j d' o I .1 _1 I ' G I fn t I A03 I i_I 1 O ALL GLAZING IN BATHROOMS SHALL COMPLY WITH FBC R308 a I ao N 6 I I = co 00 do 308.4 0 1 I ____- ____ ' I I r- PAVER DRIVE O7 GARAGE CEILING SHALL BE W TYPE X GWB do WALLS SHALL a� I O o�Y4« A04 I 9 w I ZI BE " GWB MIN. z j a r- 1 iy ^ I =1 $ 2 HR RATED CMU WALL SHALL NOT CONTAIN ANY PLUMBING = = 1 1 I O OR MEC Z cn v 1 I I I .1 I . FOYER A02 Iil HANICAL EQUIPMENT, DUCTS OR VENTS IN THE CAVITY z a I 1 o OF THE COMMON WALL. ELECTRICAL INSTALLATIONS SHALL BE 'a 0 a in I A07 1 A06 I I ® I of INSTALLED IN ACCORDANCE WITH CHAPTER 33 EL 0 I 1 EL 0 --- 1 - CLOSET I I ----- -- _ 1 9 STAIR HANDRIAL GRIP SIZE SHALL BE TYPE I PER FBC R311.6.3, Q ® 1 , x I �I 0 �, �, A01 I = � w I .I �I ZI TMEIRF�HGH HANDRAILS SH PLL01 BE CONTINUOUS FOR THE FULL LENGHT OF 0 0 I 5-4 ao �I N DIRECTLY ABOVE THE TOP RISER OF THE jBALCO Y I I I I ►'� I FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. U. � o ABOVE N I T 4ro U2 r7 I STAIR HANDRAIL ENDS SHALL BE RETURNED OR TERMINATE INTO A z h N _ _ NEWEL POST, OR SAFETY TERMINAL. 3 aC o W a C 11 A/c STAIRG 0 0 GUARDS do RAILS SHALL COMPLY WITH FBC R312 U ,_ « « ,- « ,_ « « / $ « « « r_ a r- a 2' \ -r- r_ --r- -/ 1 r_ n - - REQUIREMENTS m 8"129-4" 3 4 8 13#-4 3 S 5-4 8 3 4 51-4## 3 4 2 9 11�4 1 $«1 r $" DATE ISSUED 2-22-06 CL PAVLR WALK PROJECT N0. 04-54 64,_5y4w DRAWING NO. 0 a N 0 in (i)L ms dr _� ` S'VP � CONSTRUCTION FIRST FLOOR PLAN 2 N � errv�N �, 942. • SCALE 1/4 =i" '-0« 0 1' 4' SHEET 03 of 11 U (4 ~ Z Q GGPME- W W O x U � J J b _ = LL < m N N a = M o. C), Lu U Z M M WwOo°'• v � m M a g _co U � -, a ° Q 4 N � � U �aJ � a a a; a� a v u m i a a� a� rn a 0 u m rn c a D u c rn .a m Z m m m 0 a z 0 a 0 v 4 0 E 1 0 — u 641-5},4w 0 'dloe 3 L v I — U 4'-Ow 1 1— w a) C) ROOF Z C a= = o m o � 7F[31KEY NOTES 0 � Z3 4 cc i a I M DOORS, WINDOWS, & DIMENSIONS OF EACH UNIT ARE TO BE W � 0 IDENTICAL. SEE NOTES ON SCHEDULES. (TYP) m LL s ____ vs 0 CONY R" I E OR �= r--7 CL 1 = ` o 1* DINING I I I IO SKYLIGHT ABOVE (TYP) m S 13 I 7 0 n ® I j OPEN I 11 12 N O = V 0 0 5 I I = 2 PATIO WALKING SURFACES TO BE THIN SET TILE PAVERS ON = " 8 0 0 1 1 1 VULCAN 351 WATER PROOFING ROOFING SYSTEM INSTALLED PER Z OL -2 I OI I I MANUFACTURES RECOMMENDATIONS & SPECIFICATIONS TO MEET 120 MPH WIND LOAD ON WOOD SHEATHING DECKING ON WOOD V m 10 FRAMING - SEE STRUCTURAL DRAWINGS. E I I 3 �. O 0 o u m co I .I ❑ oo O 34-38" HT. DECORATIVE STAIR RAILINGS W/ BALUSTERS, 1� �- a I _ 4 U -_-__-_-__- V_ PROVIDE SUBMITTAL W/ DETAILS FOR REVIEW BY OWNER AND _ LNING ARCHITECT. �' a u ® PATIO 5�-0" DW a O4 7" RISERS & 10" TREADS (TYPICAL) SEE STAIR DETAIL & Z 08 } SECTION SHEET A-4.' STAIR TO BE PRESTIiGE SERIES WOOD Q ° KITCHEN O HALL _ TREADS W/ OPEN RISER & STAINLESS STEEL HANDRAILS, 0 6 _ I 2 = 7 BALUSTERS, GUARDRAILS, & HARDWARE MFG. BY 0 ® 0 00 )00r ARCHITECTURAL STAIRS CO., PROVIDE SUBIMITTAL W/ DETAILS O ' �' BATH I M FOR REVIEW BY OWNER AND ARCHITECT. �, �, CLOSET ~ REFGI OVENS — �A�c O 42" HT. DECORATIVE STAIR GUARDRAIL W/� BALUSTERS, Q_ }——1———— I—————I ———I ——————— 11 I I UTILITY 'I PROVIDE SUBMITTAL W/ DETAILS FOR REVIEW BY OWNER AND 0 3 s L. _J ® -------- N e ARCHITECT. UFl co sees- A- Sells Smilesolesseemssmile _ _ _ _ _ _ _ _ _ _ _ „_ _ _ __ „ _ momesseems asses _ _ _ _❑ 00 O KITCHEN APPLIANCES & MILLWORK TO BE SELECTED BY N _� o OWNER, GC SHALL COORDIANTE INSTALLAION __ M 0 M i 'I 7 i � ALUM GUARD RAIL, W TOP OF RAIL AT 42" ABOVE PATIO -u' � ' FLOOR. RAILINGS ARE MOUNTED ABOVE LOW WALL N '� r-J REFG OVENS = W SCUPPERS IN WA SEE ELEVATIONS SET N -J ` ATH A11 Al -I / LL' �8 CD cooK I I • �° OS 9 "MAX RISERS & 7 "MIN TREAD O 12" FROM CENTER AT TOP 0 . '� �► 6'-6X" i '-5 ' 2" 18'-11x" = 7O t* 7� 6 KITCHEN L�-.-� Wt 0 1 SPIRAL STAIRS (TYPICAL) STAIR TO BE X-PIRAL SERIES ALUM � O 0 I ° �" Al2 I a •I n SPIRAL STAIR W/ OPEN RISER & ALUM HANDRAILS, m in _. ® aa& M HALL CAO9 �O BALUSTERS, GUARDRAILS, & STAINLESS STEEL HARDWARE E © ow " 5 ® !n O MFG. BY ARCHITECTURAL STAIRS CO., PROVIDE SUBMITTAL W/ u 15 5X 6 -llx LIVING DETAILS FOR REVIEW BY OWNER AND ARCHITECT. g Ap _ PATIO g I ® OALUM GUARDRAIL, W TOP 0F RAIL AT 42 ABOVE BALCONY 4 1 ao --------- : FLOOR. RAILINGS BY SPRIRAL STARI MFG OR TO MATCH STAIR, dI f - 3 •� -I ❑ °D -I E ELEVATIONS 00 _I I ♦ w -I N Q w 10 DRAFT STOP, MIN. ONE LAYER 1� GWB ONOPEN WEB TRUSS ABOVE o \ 12 1 1 190-34" 5 6'-10" 1 PASSAGENOF SMOKE.G, SEAL ALL PENITRA►T10NS TO PREVENT ZQ = I I O I I c Oo 13 = 1 N I I Q I 1 I 5 A08 �- s 11 ALL GLAZING IN BATHROOMS SHALL COMPLY WITH FBC R308 d' on o DINING - -I I I OPEN I O = O & 308.4 Z � � � o OC o a ® I I I I I U) of 7 I O BALCONY . STAIR HANDRIAL GRIP SIZE SHALL BE TYPE I PER FBC R311.6.3,EOR 2 00 a = 3 STAIR HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGHT OF � THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE n w I �` M 4 12-tFLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. 93 5 4 - a . io 1 �'� = Z E s I I -I o O � STAIR HANDRAIL ENDS SHALL BE RETURNED OR TERMINATE INTO A Z (� o I I NEWEL POST, OR SAFETY TERMINAL. 31 3W W (Q c: ujTO STAIR GUARDS & RAILS SHALL COMPLY NTH FBC R312 � Z w o Q © © © © © © REQUIREMENTS c H u ROOF 13 PER FBC R311.5.8.1; SPIRAL STAIRS MIN. WIDTH SHALL BE 26 , WITH DATE ISSUED 2-22-06 U " I N i f " /- w fu " i- w " f " I w 1 w w 1 * f w " ► w / w a 2 -4 9 -1P -9 8 5 4 8 3 1 8 13-4 3-2 6 -1 11 6 -1 3-0 6 -10 1 -8 EACH TREAD HAVING A 7V MIN. TREAD DEPTH AT 12" FORM THE NARROWER EDGE. ALL TREADS SHALL BE IDENTICAL, AND THE RISE PROJECT N0. 04-54 64'-5y4" SHALL BE NO MORE THAN 9 ". A MIN HEADROOM OF 6'-6" SHALL BE DRAWING N0. PROVIDED. OL 0 CL _ S�+ CONSTRUCTION SECOND FLOOR PLAIN SCALE 1/4"=1'—0" 0 1' 4' SHEET 04 of 11 u (� w U r) Z � <t •� _ Q U > � = w u ~ J O � _ LL. < m CMV CV Q = j N a. R Lu U Z � M ch w w 4 a o Hca 2a 000 g (-) o xQ Bch -, � .� Q a� Q Q ai a u c u m } L Q m m a 0 u a) m a u c rn N i i a- 0 c Q 4- 0 a 4 c - 0 E E _ 0 u 64'-5J/4" 0 c .a m 3 o I -4 a 4'-0" 1' U _j KEY NOTES Z O � go 40 e O m 013 °D I p DOORS, WINDOWS, & DIMENSIONS OF EACH UNIT ARE TO BE J 7 m I I O IDENTICAL. SEE NOTES ON SCHEDULES. (TYP) 13 > • 4 u I O1 SKYLIGHT ABOVE (TYP) � Q L 0 2 3 W 9 —— —— O PATIO WALKING SURFACES TO BE THIN SET TILE PAVERS ON o LCONY " I ELEV OR 13 I ! I I I MASTER 7 VULCAN 351 WATER PROOFING ROOFING SYSTEM INSTALLED PER S t O O MANUFACTURES RECOMMENDATIONS & SPECIFICATIONS TO MEET0 m I 1 I I I I I BEDROOM 3 PATIO 120 MPH WIND LOAD ON WOOD SHEATHING DECKING ON WOOD U 0 0 14 - \ BEDROOM 2 5 OPEN I 8 O I I I i ® FRAMING - SEE STRUCTURAL DRAWINGS. OL »� 0 Z Q� 2 I I l O 1 I 1 O 34-38" HT. DECORATIVE STAIR RAILINGS W/ BALUSTERS, U a -- I I I I PROVIDE SUBMITTAL W/ DETAILS FOR REWIEW BY OWNER AND U I 11 ARCHITECT. 00 V °' o HALL O p -I " " ♦- ® 4 7 RISERS & 10 TREADS (TYPICAL) SEE STAIR DETAIL & aO _ � I ® SECTION SHEET A-4; STAIR TO BE PRESITIGE SERIES WOOD 4 TREADS W/ OPEN RISER & STAINLESS STEEL HANDRAILS, 5'-0" BALUSTERS, GUARDRAILS, & HARDWARE MFG. BY Z 0 } go Li u ARCHITECTURAL STAIRS CO., PROVIDE SUBMITTAL W/ DETAILS Q o TOILET 1 FOR REVIEW BY OWNER AND ARCHITECT. } I I LAUNDRY 00 PANEL. ® 12 BATH 10 ELECT CLOSET 2 MASTER O 42" HT. DECORATIVE STAIR GUARDRAIL W�/ BALUSTERS,III 1 O > I I ® I _ © BATH 4 PROVIDE SUBMITTAL W/ DETAILS FOR REWIEW BY OWNER AND ® I ® ARCHITECT. a:t 12 110 1 1-- O 10 a L——— J WASHER DRYER l ———— —J 0 1 CLOSE I I I I A/C I -- o O GALL C HA APPLIANCES & MILLWORK TO BE SELECTED BY OWNER, CL O ® I I I I I I I O O O SHALL COORDIANTE INSTALLAION u 3L_._.J - ao I I I I ao O ALUM GUARD RAIL, W/ TOP OF RAIL AT 42" ABOVE PATIO 0 I ---_ - �- - - - - - - - - --- - - -I FLOOR. RAILINGS ARE MOUNTED ABOVE L.OW WALL o n ° n r - - 1 r - - -Is M W/SCUPPERS IN WALL, SEE ELEVAl10NS I CLOSET 1 6 I r 6 ° - o O ,� O O o 8 91�"MAX RISERS & 7X"MIN TREAD O 12" FROM CENTER AT } ` -- ®� R DRYER 1 L� -� �-----� cv SPIRAL STAIRS (TYPICAL) STAIR TO BE X-PIRAL SERIES ALUM o N _I D 12 ',� '�.I 1 10 L._._.J L._.�.J I C I o MASTER o I SPIRAL STAIR W/ OPEN RISER & ALUM HANDRAILS, � C4 O BATH 3 1 9 -6 I 1 I BATH 4 -I BALUSTERS, GUARDRAILS, & STAINLESS STEEL HARDWARE -0 I I ti-LAUNDRYI MFG. BY ARCHITECTURAL STAIRS CO., PROVIDE SUBMITTAL W/ ° A16 10 I A� EL I 1 TO 12 a DETAILS FOR REVIEW BY OWNER AND ARCHITECT. .c'1 w a I G�p A22 1Q A23 O9 ALUM GUARDRAIL, W/ TOP OF RAIL AT 42" ABOVE BALCONY EA17 FLOOR. RAILINGS BY SPRIRAL STARI MFG OR TO MATCH STAIR, SEE ELEVATIONS a "� $'-0" '-7 6'-7}� 0 s 9'-9Y4" oto �;'� 4 8}�" 14'-7�" 10 CLOSET WIRE SHELVING SYSTEM; � a� ~= co +� © _ � COORDINATE FINAL N SELECTION, SIZE & NUMBER WITH OWNER. 100 0 4A 00 `�iX.�' r / .�(; O 00 11 DRAFT STOP; MIN. ONE LAYER � GWS ON OPEN WEB TRUSS 0x j�„ I , ABOVE FINISH CEILING, SEAL ALL PENETRATIONS TO PREVENT �'� 126LL 6'-10" 1'- PASSAGE OF SMOKE. ALL GLAZING IN BATHROOMS SHALL COMPLY WITH FBC R308 Z aBEDROOM 2 I O I I I I MASTER r O14 tV N 1 a O cn OPEN I I BEDROOM 3 _I (DPATIO o & 308.4 zz I 1 I I I I ® A24 N 13 STAIR HANDRAIL GRIP SIZE SHALL BE TYPE I PER FBC R311.6.3, � I lO I I I O a BALCONY V1 I ELEV OR (D13 L——J L— J LD O . d' STAIR HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF m A18 I „I s I 7 THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE O 2 M 3 - O � L , O FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. j I 5._4" C?r .I 4 U. CL s STAIR HANDRAIL ENDS SHALL BE RETURNED OR TERMINATE INTO A WE o E I I O O aNEL POST, OR SAFETY TERMINAL. o s - � .I � I g STAIR GUARDS & RAILS SHALL COMPLY WITH FBC R312 3 = o o O O T QE » O O REQUIREMENTS o � Z +- " 3' -1 5 -2y 14 PER FBC R311.5.8.1; SPIRAL STAIRS MIN. WIDTH SHALL BE 26% WITH DATE ISSUED 2-22-06 EACH TREAD HAVING A 7)r MIN. TREAD DEPTH AT 12" FORM THE a 8'-5" I 3'-0" �-11%�Nj5'-4" 8" 2" 3'-1" 8" 13'-4" 3'-34" 3'-0" 7'-0" 3'-0" 3'-0" 6'-10" 1'-8" Q NARROWER EDGE. ALL TREADS SHALL BE IDENTICAL AND THE RISE PROJECT N0. 04-54 SHALL BE NO MORE THAN 9ho. A MIN HEADROOM OF 6'-6" SHALL BE 0 64'-5y4" PROVIDED. DRAWING NO. a i O _ ru" i; CONSTRUCTION Suep&,v 9 e-s THIRD FLOOR PLAN 2 29 g, N • SCALE 1/4 0=1$-on 0 1' 4' SHEET 05 OF 11 Q� u CN Z 0� _< a - F- Q � JO 13'-4" u _ _ u- f � 0u.i 14-T 0 10" EA. = 11'-8" T < 00 ; N c� 15-R 07.46"EA. = 9'-4' 14 J U Z a C, c` WwOo. o m Y M o 8 91 oo - 141-2" Il IFr X( R 14 " L a � a – — — — — - – . — — — — — — – 17T010 EA.=14 –2 o o m I 12 3 7 All M N FIRST FLOOR I o 11 a 5 17 5 co R o � 15 12 14 14 N ao 1 a N ►� SECOND 12 1 THIRD FL. OPEN /,\ FLOOR I ,I 12 1 1/4w 1---- iv11/411, 1 — — — 13 �.�1 -'� or s 17 F 2 ROOF a AL THIRD FLOORo a C12 M - to 16 1 I 16 © .I 13 U 1 6 r N �..�- R r 12 a N U — — N CV Q © m < 4 ` 4 1 ,I w 14 14 �, 3 5 3 � 17 14,_2w / 17-T 0 10" EA. =14'-2" 000 R 17 1 18-R 0 7.49" EA. =11'-2�4" m •- �p O a 15 _I M 4 STAIR DETAIL a� SECOND FL. 3 — . — A-4 A-6 �SCLE: 1/4"=1'-0" R c N O N cb coI 13 pp R o to o I o0 I °' °' •� rn • !:06) 12cm 8 8 �, 1• t a r ° 3 ' z D a� — FIRST FL. .I GENERAL NOTES 11'-8" c THIRD FLOOR THIRD FLOOR 14T®10"EA.=11'-8" ROOFING, SHEATHING AND FRAMING CONNECTIONS SHALL MEET - — — — — — '� REQUIREMENTS OF THE 2001 FLORIDA BUILDING CODE FOR: 120 MPH WIND 5 LOAD t° d' STAIR SECTION SEE STRUCTURAL DRAWINGS FOR COORDINATION OF HURRICANE STRAPS, a r a I::',:r. cJ c 00 •I CONC. do WD BEAM SIZES. CONNECTIONS, CONC. SLABS, RE-BAR, N N � .;,�;� A-4 FOUNDATION SIZE do LOCATIONS. 4 SCALE: 1/4 =it-on CONTRACTOR TO VERIFY DIMENSIONS AND N07IFY ARCHITECT OF ANY 3 00 ..�.; 3 DISCREPANCIES IN THE CONSTRICTION DOCUMENTS. U / r 13• • INSULATION: ROOF SHALL BE R-30 BATT BLANKETS (MIN), CMU WALLS a SHALL BE R-11, WOOD FRAME WALLS SHALL BE R-19 BATTS (MIN), Z FLOORS ABOVE GRADE SHALL BE R-19 BATT BLANKETS (MIN.) — 3i. 2 3 0 3 15 A-4 A-4 KEY NOTES Lm !ZO6 .� M O ASPHALT BUR, MODIFIED BITUMEN HOT MOPPED ASPHALT W U. a , 6 N 11 1 15 1 11 a ROOFING SYSTEM PER MFG.S RECOMENDATIONS AND = Q a I 1 - to SPECIFICATIONS FOR MIN. 120 MPH WIND LOAD. SEE ROOFING o -i o M w 12 5 0 5 1 12 " i i NOTES SHEET A-1 O '� a .1 �° •1 1/4 �— - - � 0 � 2 0, a co o, p2 MTL ROOF FLASHING"ON 2x PT. BLOCKING W/ SYNTHETIC STUCCO FINISH = a CL .1 — -- ' — SYSTEM TRIM 1.5 x6 . Z o _I oo :.. 00 cDtoY4 ' - — - _ O 1/2" GWB ON 2x WOOD STUDS (TYPICAL) V m 1 2 16 - 16 5/8 GWB ON CEILINGS (TYPICAL) O 0 V 4 3 4 PRE ENGINEERED WOOD FLOOR do ROOF TRUSS AT 24" O.C. 0 ° I I O MAX. SEE STRUCTURALDRAWINGS = u / 8 8 t I SYNTHETIC STUCCO FINISH SYSTEM ON 1 2" D - m � _ I � I I (D5/8- / ENS GALSS EXTERIOR Z � ,* a a a a a a w w 3 I o a -I _ o SHEATHING NAILED AT 6 OC. O ALL EDGES AND 12 OC. IN FIELD ON 2x6 Q o o -� c m o o WOOD STUDS 0 16" OC. INSTALL PER MFG.S SPECIFICATIONS do Cc 6 a, 15 I RECOMENDAl10NS (TYPICAL SECOND do 11-IRfD FLOOR) co r HIGH IMPACT RESISTANT SINGLE HUNG VINYL WINDOW FRAME, SCREENING do O 1 3 -° N 5 SECOND FLOOR SECOND FLOOR - I 6 CLEAR GLAZING. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BY ARCHITECT do OWNER. (TYPICAL ALL WINDOWS) SEE WINDOW SCHEDULE & H a — — — — — _'� I I I DETIALS FOR STUCCO SYSTEM TRIM . I L } 0 00 �' _:.f. N THIRD FLOOR - � - O 5/8" STUCCO FINISH SYSTEM ON 8" CMU, (TYPICAL FIRST FLOOR. co I _I ��I�-� v _ — 10 — z I:+ — a — - — — — r _a _ `j - _ 8 1/2 " GWB ON 2x2 WOOD FURRING ON 8"CMIU (TYPICAL FIRST FLOOR , \ 4 N r a I= EXTERIOR WALLS) M a 4' 00 9 3.000 PSI. 4" CONC SLAB W/ 6x6" 10-10WilWF OR FIBERMESH, ON VAPOR + 3 3 �O a � ■ •- O 7 I o 5 3 — BARRIOR ON CLEAN TREATED SOILD. (TYP) - SEE STRUCTURAL DRAWINGS E 8 r�i ick - 10 3,000 PSI, CONC SPREAD FOOTING FOUNDATION - SEE STRUCTURAL D M I M 3 0 s � _ DRAWINGS C 6 � a "N 42" HT. ALUM. GUARDRAIL lYP C 8 8 N or o I o �1 c 11 ( ). 2x2 RAILS do POSTS W/ ° A-6I r - r ( I ( 1x1 ALUM BALUSTERS AT 5 OC. MAX. PROVIDE SUBMITTAL W/ } •I aj iu _I - co •I _I m DETAILS FOR REVIEW BY OWNER AND ARCHITECT. C o� o) I -I j :� ,� _I 00 I '00 12 7" RISERS & 10" TREADS (TYPICAL) STAIR 'TO BE PRESTIGE u I °' 15 SERIES WOOD TREADS W/ OPEN RISER do STAINLESS STEEL 1 a in , co HANDRAILS, BALUSTERS. GUARDRAILS. & HARDWARE MFG. BY y N o I ARCHITECTURAL STAIRS CO., PROVIDE SUBMITTAL W/ DETAILS I 6 I ' FOR REVIEW BY OWNER AND ARCHITECT. Z tO N SECOND FLOOR N _ 13 34-38" HT. DECORATIVE STAIR RAILINGS W/ BALUSTER RAILS F,. ° 4 0 m AT 4" CLEAR MAX. PROVIDE SUBMITTAL W/ DETAILS FOR (� z o !Z�6 15 — cO9sN1 "'� co 1 — REVIEW BY OWNER AND ARCHITECT. uLl 14 42 HT. DECORATIVE STAIR GUARDRAIL W/ BALUSTER RAILS H � r O " ° O14 r A • AT 4" CLEAR MAX, PROVIDE SUBMITTAL W/' DETAILS FOR i1 - 3 _ REVIEW BY OWNER AND ARCHITECT. a o � a ' 7 a g � 15 1 a � - � � 0 a 9 9 9 •� .♦ a♦ at 15 TWO HOUR FIRE RATED CMU WALL PER UL NO. U-905 0: OR I � I a I ?� ( (AS SHOWN ON PLANS & PLAN LEGEND) FIRST FLOOR FIRST FLOOR b� ao I CD I — — .., .-.;.:, .I I .1 - .I .1 15 TWO HOUR FIRE RATED CMU WALL PER UL NO. U- 0 O ., so •r —GARAGE FLOOR k i. D. N 6 �` r N 9 5 0 a I — I I 8 ' (AS SHOWN ON PLANS & PLAN LEGEND) ? o -I I: III III °Y:: III III I ( I III III -III III I I III III III 7 - I - 1 16 ROOF INSULATION SHALL R-30 MIN. SPRAY POLYISO FOAM PRODUCT c� uFI — - 9 9 z _ I II I III III III III -III III I I III III- -� I APPLIED TO ROOF DECKING AS MFG BY ISOLENE OR EQUAL. ATTIC IS TO BE = o Z III I I I III III i - I i. a ENCLOSED SYSTEM, NOT VENTED m z 0 1 III III III III III a FIRST FLOOR — o .- .., s o ::- :�;... . .......v... :vr .- ..: .. .r . ..t .:,. . _.t. .{. __ - .•,�. ,:,;.>, . .. ..,.. :,,,,_. - _ ,�:.�:.:.-..:�.. .:.:. .•.. - - f 17 STAIR HANDRAIL GRIP SIZE SHALL BE TYPE I PER FBC R311.6.3, O : - ' _ -.'. III '' 10 10 t•` 10 `•~ STAIR HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF DATE ISSUED 2-22-06 ° - d .,-'�-. III III III I - - - I '' THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE °. -III I �'_' a ""t. -� �.�-n '�. `-� � PROJECT N0. 04-54 FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. ° IIII_=_j — I III III I =�.;' -- - .,;��•�- 1 ��'�: o II J STAIR HANDRAIL ENDS SHALL BE RETURNED OR TERMINATE INTO A RAWING N0. a I -III- I ( —III_ NEWEL POST, OR SAFETY TERMINAL. i °a STAIR GUARDS & RAILS SHALL COMPLY VdTH FBC R312 REQUIREMENTS r3%****NTYPlCAL WALL SECTION 2 CENTER WALL, SECTION 1 BUILDING SECTION A-4 �SC&�E-. 1/8"=1'-0" A-4 SCALE: SCALE: / SHEET 06 OF 11 U C14 W U M FIN Z < o • C) � Lu Lu _ =) L- M 04 < m J CV Q = ; m o' o. Lu U Z N M J w w 0 P CO Yo' a OD � ch < a ° ¢ N p Q Q PLAN LEGEND -© CABLE TV OUTLET a ci TELEPHONE JACK u $ TOGGLE SWITCH F EXHAUST FAN &LIGHT COMBO. m m EXHAUST FAN SURFACE MOUNTED, ENCLOSED FLOURESCENT STRIP FIXTURE rn CL 0 SURFACE MOUNTED, ENCLOSED FLOURESCENT FIXTURE ° U } MULTI-LAMP STRIP FIXTURE bWALL MOUNTED LIGHT FIXTURE a u CEILING MOUNTED LIGHT FIXTURE } DECORITIVE WALL SCONCE LIGHT FIXTURE m z 60 L 0 FLUORESCENT ICAN FlXTURET, H.I.D., OR COMPACT 0 @ 4" RECESSED FLUORESCENT ICAN FlXTURET, H.I.D., OR COMPACT a o LIGHTING TRACK & MINI-CYLINDER LIGHT FIXTURES z 0 D cn FLEX-TRACK W/ PENDANTS &/IOR CYLINDER FIXTURES 3 0 O FlXTUREEON DIMMERESWIT H E TYPE FIXTUE (TYPICAL) E ® RECESSED CEILING MOUNTED APERTURE ADJUSTABLE ® RECESSED CEILING MOUNTED INCADESCENT(ON DIMMER TYP) m LIGHTING TRACK & LIGHT FIXTURES } \ \ PAVER WALK cn INTERIOR GFIC DUPLEX OUTLET u � , � A/c 11 A/c -------------- � 230 VOLT OUTLET 120 VOLT DUPLEX OUTLET Z —` Q FLOOR MOUNTED 120 VOLT DUPLEX OUTLET W/ METAL COVER _____ — — —lZ7 — — — — — — — — — — — — — — — — — — — I (FIELD VERIFY LOCATION WITH OWNER) J L ABOVE _ U I BALCONY I � SECURITY FLOOD LAMPS W/ MOTION SENSOR Q a I I I I 5 BLADE CEILING FAN 52" Q _c I I CLOSET i I N a I p ® I EL TOR ------------- --- -- Q I AUTOMATIC GARAGE DOOR OPENER W/ LIGHT a� 1 I I I FOYER I I 0 a I I I I ® I I HOSE BIB = = V 0 I I I Q Q Q I I ® ALARM KEY PAD �- I a I I I m _-__ __ SD SMOKE DETECTOR V E I � I � I � I I O O PAVER DRIVE HOSE BIB [ ------- •V� o = N ALARM KEY PAD Q PLAY ROOM/ I 2-CAR I E - EXISTING Z u BEDROOM 1 F _ .] GARAGE I I ER = EXISTING RELOCATED co Q ® I A c I ® I I R - RECESSED BATH 1 / D - DIMMER SWITCH 0 00 - I _ _I I I F - FAN SWITCH ® I UTILITY AC - ABOVE COUNTER I I SINK WP - WATER PROOF O p CL I — ELEV. REFG. EQUIP.ELECIT 0 I KEY NOTES Q Uc_I——— ° 7 PANEL u I L. J TWH [._.] L_._ .J C I �. E: p TWH 11 -- . [ _ ] 1 J-BOX FOR LANDSCAPE LIGHTING. FIELD LOCATE WITH OWNER __ I— — I ELECIT � REFG. I ELEV. PANEL E I L _ 2 O EQUIP. I 2 COORDINATE POWER REQUIREMENTS WITH OWNER'S FINAL i .� p } ®__ _® 2 3 I SELECTION OF EQUIPMENT. APPLIANCES. FIXTURES. a I --'- \ BATH.0F SINUTIK I I 3 COORDINATE & FIELD LOCATE FINAL LIGHTING FIXTURES WITH � ' � BATH _ I O . o I I ® F_ � .` R I I OWNERS MILLWORK DESIGN & FINAL LOCATIONS } _ a c 2-CAR PLAY ROOM/ - -� ► / I GARAGE BEDROOM 1 E 6 \ --- __--F� I - I o I i I - --------- �---� / ' I PAVER DRIVE v I O I ` ov 0 a -- -- __._.._ _ I GENERAL NOTES0 z FOYER -—- � °' I I EL TO � � CLOS R I ® -------- ---- -- ( i ALL UNITS ARE TO BE IDENTICAL, (TYP) J � L - I ALL BEDROOM OUTLETS SHALL BE AFCI; ARC FAULT CIRCUT D I 2 �% 1 I I INTERUPT TYPE OUTLET. Q CL I � BALCONY E I I �0� � � $ � ALL ELECTRICAL WORK SHALL COMPLY VMTH THE 2002 F- o LOVE ___ �- �` I NATIONAL ELECTRICAL CODE AND LOCAL JURISDICTION z �} uF_ 9 W OwZ - - - - - - - - - - - � -� - - - - - - - - - - - - � — �; - - - — � - - - - - - - - - - - - - - — --� COORDINATE ALARM SYSTEM MODIFICATIONS WITH OWNER'S SECURITY W zv 1 i SYETEM / VENDOR FOR WORK REQUIRED DUE TO THIS PROJECT o A/C I A/c 1 i� HB W/ COORDINATE ALL APPLIANCE ITEMS WITH OWNER DATE ISSUED 2-22-06 u �\ -------r---------- SHOWER a , HEAD PROJECT N0. 04-54 PAVER WALK © ALL KITCHENS. GARAGES. & OUTDOOR OUTLETS SHALL BE 0 1 G.F.I. TYPE OUTLET. DRAWING NO. a � _ i ° Q ELECTRICAL LAYOUT Q FIRST FLOOR PLA N • 2' s' SCALE 1/4"=1'-0" 0 1' 4' SHEET 09 OF 11 ~ z c G� - = W _ = o 10 o < U m La 98 J N 6. Q = j c') o• W U z I M cr> -i Q wLu0o' _ °° �2c') 0 co U � c� < 0 o � Q PLAN LEGEND -C4] CABLE TV OUTLET d D TELEPHONE JACK a $ TOGGLE SWITCH P F EXHAUST FAN &LIGHT COMBO. Q a� m EXHAUST FAN 3� SURFACE MOUNTED, ENCLOSED FLOURESCENT STRIP FIXTURE rn [� SURFACE MOUNTED, ENCLOSED FLOURESCENT FIXTURE 0 U } MULTI-LAMP STRIP FIXTURE WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE N •� DECORITIVE WALL SCONCE LIGHT FIXTURE m Q 6" RECESSED INCANDESCENT, H.I.D., OR COMPACT FLUORESCENT CAN FIXTURE 0 @ FLUORESCENT ESCENT 4- RECESSED ICAN FlXTURET, H.I.D., OR COMPACT a LIGHTING TRACK & MINI-CYLINDER LIGHT FIXTURES ° I O a FLEX-TRACK W/ PENDANTS &/OR CYLINDER FIXTURES 3 cO SURFACE MOUNT, PENDANT TYPE FIXTUE (TYPICAL) E FIXTURE ON DIMMER SWITCH E RECESSED CEILING MOUNTED APERTURE ADJUSTABLE ® RECESSED CEILING MOUNTED INCADESCENT(ON DIMMER TYP) 6 LIGHTING TRACK & LIGHT FIXTURES 'v } INTERIOR GFIC DUPLEX OUTLET 230 VOLT OUTLET ROOF 120 VOLT DUPLEX OUTLET Z Q FLOOR MOUNTED 120 VOLT DUPLEX OUTLET W/ METAL COVER 42 (FIELD VERIFY LOCATION WITH OWNER) J � ° O � m SECURITY FLOOD LAMPS W/ MOTION SENSOR = > m a 5 BLADE CEILING FAN 52" W O 4- O 0 BALCONY E OR -- -- �® AUTOMATIC GARAGE DOOR OPENER W/ LIGHT M DINING I I I I a = ® I I OPEN j HOSE BIB = = V ALARM KEY PAD Z Q� c SD SMOKE DETECTOR o Ear I _ L I ❑ HOSE BIB LIVING ® ALARM KEYPAD a } F PATIO DW I ® E - EXISTING Z od } ER = EXISTING RELOCATED u \�1 HALL R - RECESSED Go ° KITCHEN - ; ® D - DIMMER SWITCH00 } ® �, , F - FAN SWTCH o p TOP COOK BATH AC - ABOVE COUNTER O I I WP - WATER PROOF CLOSET U- �- F_ _ ( REFG] OVEN FA/C ---------- 0 ° I I UTILITY °I 4- Li 9 t - -- I- --I ---I - --- - �� F_ � UTILITY -�- --- ! I J LOSET KEY NOTES \ R _ -- 2 REF OVENS f -- — � ' O ._.. ' �� --— __...�' 2 1 BATH P 1 - COOK 1 $ �q TOP ' KITCI�' O - i ® 3 O HALL ; `% ` m / -� 2 COORDINATE POWER REQUIREMENTS WITH OWNER'S FINAL �� i �� SELECTION OF EQUIPMENT, APPLIANCES, FIXTURES. a ( ( Q -� '�,__ \� LIVING I OC g .� PATIO O COORDINATE & FIELD LOCATE FINAL LIGHTING FIXTURES WITH O OWNERS MILLWORK DESIGN & FINAL LOCATIONS R = R , \ \ � ----------- Q � / ElJ WP I / I 1—GENERAL NOTES 9 o DINING /p -'� ' I I OPEN I ./ I i = z �; D � I I I , I I o BALCONY R R ALL UNITS ARE TO BE IDENTICAL,�, TICAL, (TYP) Q ELEV OR , 12 tn / - J °' R ALL BEDROOM OUTLETS SHALL BE AFCI; ARC FAULT CIRCUT •- - ,__ -' 2 - ` i INTERUPT TYPE OUTLET. Q 0- ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2002 0 ' p Epvd 6 ° NATIONAL ELECTRICAL CODE AND LOCAL JURISDICTION 1-- COORDINATE ALARM SYSTEM MODIFICATIONS WITH OWNER'S SECURITY3 J i w 0 SYETEM / VENDOR FOR WORK REQUIRED DUE TO THIS PROJECT i LLI ° U ROOF COORDINATE ALL APPLIANCE ITEMS WITH OWNER U DATE ISSUED 1 2-22-06 m CL ALL KITCHENS, GARAGES, & OUTDOOR OUTLETS SHALL BE PROJECT N0. 04-54 G.F.I. TYPE OUTLET. DRAWING N0. a 4- t. a ELECTRICAL LAlOUT SECOND FLOOR PLAN N � � z' s' SCALE 1/4 =1 -0 0 1' 4' SHEET 10 OF 11 U (4 W UM Z 0 •� - ¢ Lu w U 0 La 98 < a-' m N N ¢ s > � a w U Z M M W w 0 0°"• t p5p 2 m Y M a 00 O U :;;T, � - Q0 aQ } 0 o g PLAN LEGEND 0 iE F- -® CABLE TV OUTLET d p TELEPHONE JACK c u TOGGLE SWITCH F EXHAUST FAN &LIGHT COMBO. m EXHAUST FAN >=-C SURFACE MOUNTED, ENCLOSED FLOURESCENT STRIP FIXTURE rn a SURFACE MOUNTED, ENCLOSED FLOURESCENT FIXTURE 0 u m MULTI-LAMP STRIP FIXTURE WALL MOUNTED LIGHT FIXTURE D u CEILING MOUNTED LIGHT FIXTURE - DECORITIVE WALL SCONCE LIGHT FIXTURE OQ 6" RECESSED INCANDESCENT, H.I.D., OR COMPACT m FLUORESCENT CAN FIXTURE L 0 @ 4" RECESSED FLUORESCENT ICAN FIXTURET, H.I.D., OR COMPACT a o LIGHTING TRACK & MINI-CYLINDER LIGHT FIXTURES z ° - FLEX-TRACK W/ PENDANTS &/OR CYLINDER FIXTURES 3 OFlXTUENOEE TYPE FlXTUE (TYPICAL) o FIXTURE ON SWITCH E 0 ® RECESSED CEILING MOUNTED APERTURE ADJUSTABLE c ® RECESSED CEILING MOUNTED INCADESCENT(ON DIMMER TYP) 0 LIGHTING TRACK & LIGHT FIXTURES 0 INTERIOR GFIC DUPLEX OUTLET u 230 VOLT OUTLET a� 120 VOLT DUPLEX OUTLET L Z Q FLOOR MOUNTED 120 VOLT DUPLEX OUTLET W/ METAL COVER 0D 0 D (FIELD VERIFY LOCATION WITH OWNER) a� Ll SECURITY FLOOD LAMPS W/ MOTION SENSOR ' in no Lm 5 BLADE CEILING FAN 52" 0 LU_LLN o BALCONY r-- r---' AUTOMATIC GARAGE DOOR OPENER W/ LIGHT 0 � > ELEV OR I I I I MASTERm BEDROOM I I OPEN I I BEDROOM 3 PATIO HOSE BIB 0 U n - OM 2 I I I I ® �I = _ F E�l ALARM KEY PAD I --- �----� L--J 7-7 SD SMOKE DETECTOR 00 HALL E 0=1 HOSE BIB �•.� •F ® 4$� ALARM KEY PAD _ 4- 0 m E = EXISTINGr Li ER = EXISTING RELOCATED co I TOILET R - RECESSED LAUNDRY PANEL n I I .O ® D = DIMMER SWITCH o 00 BAT I ELECT LJ CLOSET MASTER \1 F = FAN SWITCH > I I ® I I BATH 4 AC = ABOVE COUNTER - - - - I ® I ® WP - WATER PROOF o L CZmrT-J W I WASHER I I DRYER I FA C� L---------J I I o u . . LI ' ' I I I I - 0 0 KEY NOTES 0 n F - � f _J CD NOT USED N nio�o , CLOSET ITWH I I I I I I -- ® no u I I I I ''� �2 COORDINATE POWER REQUIREMENTS WITH OWNER'S FINAL E -- A C - � � f ---- -� W ti GR DRYER � - � r------ --� � -= 2 F 3 I I �- - - - J I CLOSET I R 3 `� TRELLIS SELECTION OF EQUIPMENT, APPLIANCES, FIXTURES. BA 3 LI / I UNDRY O j ® j 4 R O COORDINATE & FIELD LOCATE FINAL LIGHTING FIXTURES WITH ELECT n PANEL F TOILET ``�`� 2 OWNER'S MILLWORK DESIGN dt FINAL LOCATIONS F `.� - ''�' _ I�� ISL In HALL` ' IL 7D r 0 BEDROOM 2 R — I (R�_ I_ _I_ R BEDROOM 3 SD ' GENERAL NOTES Z ® p OPE1V" o D I I I I ® PATIO O 4) BALCONY ELEV OR -J ' Q CA ___ - -,,�...� R ALL UNITS ARE TO BE IDENTICAL, (TYP) J ALL BEDROOM OUTLETS SHALL BE AFCI; ARC FAULT CIRCUT --� 2 - R _ _ - �`� ,__+ /�`� INTERUPT TYPE OUTLET. t� OL ALL ELECTRICAL WORK SHALL COMPLY VATH THE 2002 E 0 ❑ NATIONAL ELECTRICAL CODE AND LOCAL JURISDICTION Z ~ ® U I COORDINATE ALARM SYSTEM MODIFICATIONS WITH OWNER'S SECURITY j SYETEM VENDOR FOR WORK REQUIRED D W z ° / Q UE TO THIS PROJECT v COOR INATE ALL APPLIANCE ITEMS WITH OWNER DATE ISSUED 2-22-06 u O- ALL KITCHENS, GARAGES, �c OUTDOOR OIUTLETS SHALL BE PROJECT NO. 04-54 IA G.F.I. TYPE OUTLET. c DRAWING N0. ° a - t L a ELECTRICAL LAYOUT L THIRD FLOOR PLAN i' s' N 0 SCALE 1/4 w=19-0" 0 1 4' SHEET 11 of 11 U Z O 0 ULLJ , p 0 F- V) @ O O (0Z U O N (n J Z -1 W Q 0 Z 0 to F C.� O c � z of w N 0 Lou Pon igo and � J ~ 00 v z �II Associates, Inc. -�� o 0 0 0 o J of 496 Osceola Avenue 0 1 Ln 0 (0 `C' c0 a Ph 24-0908 FFax�24132250 9557 0= ® ® ® @ o a_ CA # 8344 EJ4/ N �� X X X X p W I- Cr A I N N N N W It CO 57'7'3 7" 8'60 V) Z CONTACT US WITH YOUR COMMeCS 34'10" �- `~' � 1'701 7,7' /6, 0 Li r, '10" _z LL) cn COMMENTS@LP-A.COM LEDGER TOP W e 9-1-0 H3 (Y w m cD O O O I- Ld CON- FRAME rd J � p0 0) O N V1 FOR ELEV. H5 � li � � p ., 11 _ c m CONY FRAME H6 CONV RAME CONY BM 3 m FOR STAIRS CONY H7 H CONY W D FRAME BM FRAME H8 BM 3 FRAME Q 0' U 6 z CONY W O BM 3 FRAME GIA M H9 0 O O �Ny C3 Lo C0 F- co FIA 0 H11O t.L. Z U r r � H12 ( UO LIJ to O .-. cu c a Ir Ln Z � L_ Li L� M Li Iy L� O H13 W ('-1 x x W W • MVALID ONLY WHEN z itv �r �t � �rvvv � �tvv � vvd• vIt- 'tvv ,I 7T_ _7T W U C7 N N 0 _j 00 • LEDGER TOP LEDGER TOP H14 :� :� Z z Z U SIGNATURE IS IN BLUE INK Far@ 20-3-0 2 20-3-0 -1 .� H15 LEDGER BTM �- -' p�' Q O' O' 0 o AND RAISED SEAL H16 e 19-7-4 Q Q U W = = O = U r -_- O co tU c0 f-- H1s -' < ' c° 0 °� REVISIONS BY a BM 3 H14 �- Q X X X ® � IL L� LL LL_ LL_M � RI �,� % s z • • a • • • a • • a a • • a • a • • • • • • • • • • • s • O /1 �\ N 00 W �- �, 0 �, CONY HI3 � � � � � v �r � � �r � �rv � � vv �r �r �r � �r _� �rv �r �rv � v � v w FRAME cy- H12 �, :. :. :� r. r. :. :� � :_4 W Of N � N Z O I H11 BM 3 U = �000 � ,��I � O LL' � rY BM 3 GIA 0 0 5 5 N of J O� FIA CONV BM 2 HID FRAME H9 Q -I J j N N N Cl] Q _ CONV CONV -" HS J Q O � � N ® CL _ J CONV FRAME FOR FRAME FRAM ^^ U FOR ELEV. P° H6 H CONV E I.L Y J L N N U N pz W FRAME FOR STAIRS H7 = = X X X W H5 � � L1..Z � t/) H4 0 m Ld F- LEDGER @ 12' 2'3" 3'10"1 9'S' '6" U °�ME m = 0 0 0 0 ~ 2' 9-1-0 2ND FLOOR PLAN 3RD FLOOR PLAN L DO NOT CUT OR ALTER TRUSSES, UNLESS ROOF PLAN w w J Do 0 0 iv N � 1. DO NOT CUT OR ALTER TRUSSES, UNLESS BUILDER TO CONY, FRAME ROOF, VALLEYS��"w"O ATTENTION Aww9w)K)KW APPROVED BY TRUSS OFFICE BUILDER TO CL7N'V. FRAME ROOF, VALLEYS Z Q � a r 57/7#3 '6----I APPROVED BY TRUSS OFFICE AND ❑.HANGS AS NEEDED. 2, VERIFY ALL SPANS AND AMOUNTS, AS AND ❑,HANGS AS NEEDED. ct ►►� 2. VERIFY ALL SPANS AND AMOUNTS, AS BUILDER IS RESPONSI$LE TO INFORM ALL TRUSSES WILL BE BUILT IN STRICT W ATTENTION TRUSSES WILL BE BUILT IN STRICT SUBCONTRACTORS AND FRAMERS NOT TO CUT, ACCORDANCE WITH THIS LAYOUT BUILDER TO FRAME DOWN CEILINGS -1 Q ACCORDANCE WITH THIS LAYOUT BUILDER TO FRAME DOWN CEILINGS DRILL OR NOTCH SYS42 TRUSSES OR BEAMS. 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED p BUILDER IS RESPONSIBLE TO INFORM ALL 1. D❑ NOT CUT OR ALTER TRUSSES, UNLESS BUILDER TO CONV. FRAME R❑OF, VALLEYS 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED AS NEEDED, BUILDER WILL BE RESPONSIBLE FOR REPAIRS, IN WRITING BY TRUSS PLANT MANAGER AS NEEDED. Q = U p SUBCONTRACTORS AND FRAMERS NOT T❑ C T� APPROVED BY TRUSS OFFICE AND ❑.HANGS AS NEEDED. IN WRITING BY TRUSS PLANT MANAGER REPLACEMENT COSTS &/OR ENGINEERING FEES, w DRILL OR NOTCH SYS42 TRUSSES DR BEAM, VERIFY ALL SPANS AND AMOUNTS, AS BUILDER TO BUILD UP WALLS TO 4. APPROVED BY : BASE PLATE HT 9-4-0 BUILDER TO BUILD UP WALLS TO W z o �- BUILDER WILL BE RESPONSIBLE FOR REPAIRS TRUSSES WILL BE BUILT IN STRICT 4, APPROVED BY SIEE STRUCTURAL ENGINEER MATCH TRUSSES AT HIGHER PLT HT. = 0 Ln U U U z0 ACCORDANCE WITH THIS LAYOUT BUILDER TO FRAME DOWN CEILINGS -1 BASE PLATE HT 9-�1�TCH TRUSSES AT HIGHER PLT HT. BIEFORE PUTING A JACUZZI ON APPROVAL DAT BASE PLATE HT 19-2-0 U v1 O Q REPLACEMENT COSTS &/OR ENGINEERING F E UNLESS APPRO01)NEEDED. J O U O 1 ,1, _j �, �JO BACKCHARGES ALLOWED, APPROVAL DA INY TRUSS ALL WALLS SHOWN ARE LOAD BEARING (,n �, U � � cn --� SEE STRUCTURAL ENGINEER IN WRITING BY TRUSS PLANT MANAGER BASE PLATE HT 19-aC9 WALLS SHOWN ARE LOAD BEARIN� DEL. DATE : BASE PLATE HT 29-7-4 >- Z � BEFORE PUTING A JACUZZI ON BUILDER TO BUILD UP WALLS TO DEL. DATE : 1}�1L SS NOTED OTHERWISE. UNLESS NOTED OTHERWI$�.Y TRUSS z JW V o ANY TRUSS BASE PLATE HT 29 _J > Q ® C6j Us U w 4, APPROVED BY MATCH TRUSSES AT HIGHER PLT HT. ATTENTION x x Z OL d- c0 co = BASE PLATE HT 9-4-0 Q p 0 A N N ci O O U BASE PLATE HT I9-2-0 APPROVAL DATE: ALL WALLS SHOWN ARE LOAD BEARING " BUILDER IS RESPONSIBLE TO INFORM ALL C7 Z N 5I � co V) W �J DEL. DATE : UNLESS NOTED OTHERWISE. SUBCONTRACTORS AND FRAMERS NOT TO CUT, Z Z a " OI OI ® _ BASE PLATE HT 29-7-4 �! w DRILL OR NOTCH SYS42 TRUSSES DR BEAMS. w 0 W of 00 -' (- BUILDER WILL BE RESPONSIBLE FOR REPAIRS, C' w Q N U U N Z O REPLACEMENT COSTS &/OR ENGINEERING FEES. Z U 000 U O O w of d 0_ SEE STRUCTURAL ENGINEER LL' O � D N o m Z w BEFORE PUTING A JACUZZI ON Q 0 O--� 04 © N Q J W I (dj X x © Q c) 0 d- � ,N-� (0 0 S W �= X N 04 X O W FIRSTC:>FLOOR TRUSS PLACEMENT PLANPLAN . THIRD FLOOR TRUSS PLACEMENT PLAN . o N .� N ; Ld SECOND FLOOR TRUSS P LACEM LEN T J z Q SCALE: N.T.S. ` SCALE: N.T.S. �� C:> SCALE: N.T.S. z Uj = o 0 0 l o ) ~ I I I I w � � � ---� o0 0� 0 � N � 1 X 00 W = Co U U 0 O O Uj U p LO LO m p ~ X ® @ Z Z W 0 l� Z� �Z N N I J 25 W U �I �I U p Q a O v = Ld z 0 O H- U �. Q X X ® � (10 w (SHEET INDEX 0 N N N = f OXO J ~ 0 N �. 0I N Z O SO.0-TRUSS PLACEMENT �0 N O + p o�N 0 N OOf I J OI S1.0-FOUNDATION PLAN Z W-� (A N cV N < J 51.1-1ST & 2ND FLOOR PLAN CN I@ m d d c0 p 0c= N N cv w S1.2-THIRD FLOOR PLAN L�z M � 0 S2.0-GENERAL SPECS. LIJI- = p p o ( o I=- S2.1-STD. FRAMING DETAILS I I w 0 0 N S2.1-STD. CMU DETAILS m a � PRE-ENGINEERED TRUSS NOTES MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. BRACING NOTES AND SPECIFICATIOINS LATERAL LOADS DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE SINGLE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA AND SHALL TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, E`XEPT H3 HURRICANE CLIP ® EA. COMPONENTS AND CLADDING. COMPLY WITH NEPA, TPI, AND AITC 100. FOR T-BRACE SHALL BE 1x4 SYP##3 PROVIDE BLOCKING FOR X-BRACE SPACING 9CHIEMA?1C Do not scale dimensions from these OR BETTER OR 2x4 SPF#2 OR BEITTER. ROOF DECK 0 RIDGE. OUTLOOKER TO TRUSS. 2x4 SYP#2 OUTLOOKERS # NOTE A drawings.If a dimension is unclear 4-12d TOE NAILS TYP. � 24 O.C. DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE da ASC 7-02 refer to the Architectural drawings w CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS (UON) ( ) g INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP cn - - BASIC WIND SPEED ----------------- 120 MPH contact the E.O.R. (1)DIAGONAL BRACE PER DRAWINGS. 2.)BRACING LUMBER SHALL INTERSECT - --;- ;---- IMPORTANCE FACTOR ---------------- 1.00 (4) TRUSSES APPLIED THE WEB OF THE BRACED TRUSS, PER I I I PROVIDE 2x4 SYP#2 UPRIGHT „' - - --- MEAN ROOF HEIGHT ---------------- 24.0 FT TO BACKSIDE OF WEB. 101 DELEGATED TRUSS ENGINEER. FROM TOP TO BOT. CHORD OF I - -- - --- 1 ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY 1°1 I I ( TRUSS ® EA. X-BRACE SUBDIVISION DELEGATED TRUSS ENGINEER. I I 3.)PERMANENT PERMANENT BRACING BUILDING CATEGORY - _______-`__-- II I I �.- �' ( (IF VERT, IS NOT PRESENT) � �' ,' EXPOSURE CATEGORY - - C 88 90 OCEAN BLVD. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER BRACING APPLIED TO I°I WHERE NOTED ON TRUSS MFR. SHiOP I 3-12d 0 ( ,�I 4 MIN. W/2 ENCLOSURE CLASSIFICATION -------------ENCLOSED LOT UNIT BLOCK FRONT SIDE OF WEBS. I I DRAWINGS. THE CONTRACTOR SHAILL EA. VERT. '� �� I 2x4 SYP#2 DIAGONAL. OMIT THIS W INTERNAL PRESSURE COEFFICIENT ---------- t 8 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING I'I PROVIDE 1x4 SYP#3 OR BETTER I (TYP.) I �� I BRACE WHEN VERTICAL HEIGHT & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." I I BOTTOM CHORD BRACING 2,�4 OF TRUSS AT BRACING LOCATION NOTE A: CUSTOMER PLAN NAME 11 11 1 ° ° T-BRACE FASTENED TO PERPENDICULAR TO TRUSS BOTTOIM I I Sy ADDITIONAL BRACES AS REQ'D., COMPONENTS & CLADDING DESIGN PRESSURES IPSP) FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED TRUSS o WEB w/ 12d ® 6"O.C. I°) CHORDS AND ATTACHED TO EACHI �° IS LESS THAN 40 . FASANELLI ° ° ° ° ° ° ) ) p� I EQUALLY SPACED w/ SPACING TRIBUTARY INTERIOR EDGE STRIP: ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM T-BRACE TO BE THE TRUS WITH 2-8d COMMON NAILS. AT ' I ' q •• DESIGN/DRAWN/CHECKED �'� OF 5'-8" MAX. AREA (sf) ZONE a = 3-6 SAME SIZE, SPECIES, I I GABLE END WALLS PROVIDE DIAGONALS N CHORD BRACING OF THE TRUSS WITHOUT USE (OF RIGID CEILING ) ) 0.131x3 TOE NAILS ® 8 O.C. AOB AG LAP DIAPHRAGM. CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB ° AT END WALLS PROVIDE DiAGONAILS + I FROM BOT. CHORD OF TRUSS 10 +37.5 -40.7 +37.5 -50.2 TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. + i (APPROXIMATELY 45%) TO THE TO DBL. TOP PLATE WALL SHEATHING UP DATE BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE ENGINEER OF LOCATION. IF MORE THAN (1) LATERAL-/ I'I ADJACENT EXTERIOR PERPENDICULAR �-F- GABLE END TRUSS. 50 +33.6 -36.8 +33.6 -42.4 04.26.06 BRACE IS NEEDED, OVERLAP BRACE I i WALL BETWEEN EACH LINE OF BRACING 2-0.131x3" EA. END SIMPSON LSTA12 ® 24" O.C. 100 +31.9 -35.1 +31.9 -39.0 SCALE RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT AS SHOWN. ° TO FORM A ZIGZAG PATTERN ALL. 12" LONG 2x4 BLOCKING DESIGN THAT WERE PREPARED BY THE DELEGATED ENGINEER CONSTRUCTED OF THE SAME BRAKING \ WITH 4-10d TOE-NAILED AS NOTED 2x4 SYP#2 BLOCKING ® 24 O.C. ATTACH r ,, y + 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL `dt INTE AL (TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED � MATERIAL. THIS REQUIRMENT IS NOT LATERAL BRACE w/16d ® 4 O.C. PINTO DBL. TOP PLATE, CTR'D PRESSURES) APPLIED NORMAL TO WALL SURFACES. JOB NO. ON THIS SHEET. THE EOR DOES NOT CLAIM THE WORK CONTAINED NECESSARY AT HIP ROOFS. ALSO 2x4 SYP#2 BLOCKING AS CEILING \ ION THREADED ROD. 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE, J-06-0173 ON THESE TRUSS LAYOUTS AS HIS OWN. THE EOR CERTIFIES ALONG EXTERIOR WALLS PARALLEL TO 2x4x8' SYP#2 LATERAL BRACE EA. NAILER (NOT CONTINUOUS) ATTACH / 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTINIC TOWARD & AWAY FROM TH THAT THE TRUSS AND BEAM SPAN DIRECTIONS, AND BEARING BOTTOM CHORD BRACING PROVIDE X-BRACE w/ 3-16d INTO EA. TRUSS. w/ 0.131x3" 0 8"O.C. STAG. THREADED ROD TO EXTEND EXTERIOR WALL SURFACE. i SHEET WALL LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE DIAGONALS IN THE END SPACE 4. ALL COMPONENT & CLADDING WALL ELEMENTS STABLEHALL BE DESIGNED FOR BOTH WERE DESIGNED TO CARRY. DUTIES DELEGATED TO THE TRUSS BETWEEN THE WALL AND THE FIRST OVER 2x4 BLOCKING AND POSITIVE AND NEGATIVE PRESSURES SHOWN IN DISTANCE ABOVE. DESIGN ENGINEER EXPLICITLY NOT COVERED BY THIS SEAL 1 PERMANENT TRUSS BRACING LINE OF BOTTOM CHORD BRACING AT A 2 GABLE END BRACING GABLE TRUSS BOTTOM CHORD 5. COMPONENT dt CLADDING ELEMENTS WITHIN A DISTANCE 'd FROM OUTSIDE MAXIMUM SPACING OF 20 FEET. FASTEN PER SPECIFICATION. CORNERS OF THE BUILDING SHALL BE DESIGNED IFOR THE EDGE STRIP PRESSU INCLUDE COMPONENTS (INDIVIDUAL TRUSS) DESIGN, TRUSS TO S0.0 SCALE: N.T.S. S0.0 THREADED ROD ,, OTHERWISE, USE INTERIOR ZONE PRESSURES. PLATFORM FRAMING DETAIL 6. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE � TRUSS CONNECTIONS, AND TRUSS TO TRUSS LOADING. SEE KEYED C � FRAMED GABLOETE D INFORMATIONABOVE BALLOON APPLICATION AT GABLE END RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SHEET 1 OF 7 f 16x20 CMU COLUMN, EXTEND HEADER 4,_0„ SEE DETAIL 1O/S1.0 (2) SIMPSON MST160 STRAPS, TO FAR SIDE TYPICAL (2 PLACES) EACH END, CONTINUOUS DOWN OF WALL. FLOAT OPPOSITE FACE ABOVE AND 1 1 BELOW BOTTOM OF HEADER. S1.0 S1.0 16x20 CMU COLUMN, 5 „ SEE DETAIL 10/S1.0 /8 THREADED ROD, SEE � I NAIL ENTIRE CORNER CONSTRUCTION F3.5 TYPICAL (2 PLACES) SPECIFICATIONS. I ZONE AT 3" 0.C. B 0 TH WA YS. - ---- �--_}, --- -- ---- - - ---- ---� _ IN PORTION 0 BE EACH SIDE. -- I T LouPontigo an I ' I ! i�� REMOVED. Associates, Inc. I - i NAIL ENTIRE CORNER i � � F4.0 496 Osceola Avenue I I \.1� / i I � -�� `' o ZONE AT 3" 0.C. Jox. Beach, Florida 32250 SEE NOTE 1 4 CONCRETE SLAB w/ (I o P - P AN I I BOTH WAYS. h.242-0908 Fax. 241-9557 4A ___ I IN THIS L I I FIBERMESH @ 1.5 LBS/CU.YD. I CA#8344 OF CONCRETE OR 6x6 W1.4xW1.4 � I (4)2x4 MIN. CORNER SHEATHING S1 .0 `- ------` WWF ON EMIL VAPOR BARRIER L i ( 13'-8" 6'-'s" - 3 _s_ __ __z_ S 1.0 I ; I (SINGLE PIECE) DETAIL CONTACT US WITH YOUR COMN1e�Ts S� -� I I IN PREPARED GRADE. 4B COMMENTS4�LP-A.COM I ' ( (4)2x_ STUDS SEE L_ i �. ii S1.0 SLIDING GLASS DOOR i ` - ± V- - -J I I I ' DETAIL A-A FOR 'I I - -- - - ----------� --- --- ' _L___ r._ - -'-- - I �I CONFIGURATION. 5/8"0 THREADED I �I FRAMES MUST BE RECESSED '�_____-_ _ i ' SEE ARCHITECTURAL PLANS I r--- - - -J 6B I ( ROD. 10 -3 MCOLUMN, 24x20 CMU COLUMN, }�I ( FOR LOCATION OF SLIDING / �_o 24x24 CMU I SEE DETAIL 10/S1.0. GLASS DOORS. I �I �= SEE DETAIL 10/S1,0 I D E T _j F 4.21 A-A EDGES NAILED S @ 3 O.C. " d NAIL I w/ 8d NAILS AT AT EACH STUD. VALID ONLY WHEN I - - - -_ _ - SIGNATURE IS IN BLUE INK �_ �- 3 0.C. TO EACH �-o �,�. .I ' - 3. T - ,& it �,� �� F 5 STUD THROUGHOUT DETAIL A A AND RAISED SEAL 1fi 9 PORTAL. I I 1.0/ S1 .0 it SLIDING GLASS DOOR �o FRAMES MUST BE RECESSED `� 10 -3 I L - _ I it DOOR PORTAL FRAME REVISIONS BY SEE ARCHITECTURAL PLANS _ �.' _ I 4 CONCRETE SLAB w/ 11 BUILDING I ---- _ - - --- FIBERMESH @ 1.5 LBS/CU.YD. II S1.0 SCALE: 3/4" = 1'-0" 1� DEPT. COMMENTS LAP FOR LOCATION OF SLIDING _ � '�-r----- � . GLASS DOORS. OF CONCRETE OR 6x6 W1.4xW1.4 i I o6.2�.os j I WWF ON 6MIL VAPOR BARRIER �I IK413 I 13'-s 6 -8 - -1 --- - L� 1 -,-._z_-._2--=r__,-_-r_.- IN PREPARED GRADE. ( S1.0 1 . . �' I - � ------:-_- s o I I I i I , 0 4 A !I I CI I 6 B I 1 1 �-O I (,----' -- -�I _ SEE NOTE 1 I - --__' S1.0 �-- I I \ IN THIS PLAN. I �� 2,_0„ 1,_8„ '� I \ 2,_0„ D D C� - •, _�. _-4 - - - -� D1�;] Pe�F4.0 F3.5 i F;] - • o ' ' , C, 1 1 FOUNDATION PLAN �- � i ❑ ❑ ❑ e FOOTING SCHEDULE AN ID NOTES S1.0 S1.0 SCALE: 3/16" = 1 '-0" ❑ El Fel ❑ ❑ 0 FLOAT / 111 TYPE LENGTH WIDTH DEPTH BOTTOM BAR 1 . POUR SLAB TO ALLOW FOR FUTURE ELEVATOR PIC. 12"X24" SQUARE ARE F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY T. PROVIDE SECONDARY CONC. POUR W/ 30# FELT 1 6x20 SQUARE 16x24 SQUARE 24 SQUARE F2.5 2'-6" 2'-6" i'-o" 3-#5 EA. AY T. _ BREAK AWAY FOR CURRENT FINISH FLOOR. REFER ,_ „ „ ,_ „ _ �J ARCH FOR ELEV. SPECS. CMU PILASTER CMU PILASTER CMU PILASTER CMU PILASTER F3.o 3 0 3 -0 � 0 3 #5 EA. AY T. 4-#6 VERT. 6-#6 VERT. 8-#6 VERT. 6-#6 'ERT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. AY T. Z ( ) / ' ' (3) SIMPSON MSTAM36 w/8- /4x2' 4 F4.0 4'-0" 4'-0" i'-0" 4-#5 EA. AY T. W 3 SIMPSON MSTAM36 w 8- /4 x2 /4 ,---,\ „ Q TITEN SCREWS TO CMU AND 13-1Q.d' �� TITEN, SCREWS TO CMU AND 13-10d ( F4.5 4'-6" 4'-6" 1 -0 4-#5 EA. WAY T. z NAILS TO WOOD HEADER. (4 �� ` NAILS TO WOOD HEADER. (4 10 CMU PILASTER DETAILS 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. LOCATIONS). �� � LOCATIONS). S1.0 SCA E: 4" = 1 '-0" RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, BOT. OF / DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, � - __ (3) SIMPSON MSTCM40 w/26-16d ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE 3rd FLOOR - -- - SINKER NAILS TO WOOD HEADERS IN FOR REFERENCE ONLY. Q TRUSS FRAMING. - - - - __ _ & 14- /14 "x21/4 " T!TEN SCREWS TO 2. FTGS. & FND. SHALL BE IN ACCORDANCE w,/FBC-R CHAPTE 4. � C:) 3. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIF ��� MASONRY COLUMN. (6 TOTAL) (SIMILAR 8" CMU WALL, SEE PLAN SUITABLE SUBSURFACE CONDITIONS. AT UPPER LOCATION) FOR REINFORCING. 4. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A 1 MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH �� � ASTM D 1557. SEE PLAN F / 5. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BIt 3" 1 00 FASTENING W L �/ �� SLAB ON GRADE, SEE FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRA _ FRAMING TO ). PLAN. ELEVATION VARIES 3 P VL. i \3 PLY 16" I I CONTINUOUS 8" Z / / / / U-BLOCK BON / BEAM w/1-#5 CONT. TOP OF EXTERIOR DECK / � � � _ _ 8" CMU STEMWALL w/ #5 VERT. � a 4" BELOW 2nd FLOOR. -- I - _ -- - \� I - _- I _ - / N w/ STD. 90° HOOK INTO FOOTING ►�%� 8" CMu,.WALL w/ #50 48 0.C. IN a ALIGNED w/ WALL REINFORCMENT GROUT FILLED CELLS.,, �,�� • ° ° Q a o ABOVE. SEE PLAN OR SCHEDULE SLAB ON GRADE, - / FOR SPACING. SIMPSON MBHA5.50 16 . . a , SEE PLAN SO.O-TRUSS PLACEMENT MASONRY HANGER (T `� �� °` GRADE ���� 3" CLR. 3 -0 WIDE x 12 DEEP /�/ �/ e. ° G DE S1,0-FOUNDATION PLAN CONTINUOUS CONCRETE // // �\ ° ' " Z \ / 0 S1.1-1ST & 2ND FLOOR PLAN TYPICAL 3 -0 00 - \ / FOOTING w/ 3-#5 CONT. ° \/•� 16x24 CMU 24x24 CMU 16x24 CMU ° _? T CAL THICKENED S1.2-THIRD FLOOR PLAN COLUMN. COLUMN. OL U N. o . a o STEMWALL FOOTING. SLAB, SEE DETAIL 4B/S1.0. S2.0-GENERAL SPECS. FRONT HOUSE N�, - FOOTING SEE PLAN. STEM WALL AT GARAGF ST � VERSION MONOLITHIC V RSI S2.1-STD. FRAMING DETAILS 12 SHEMATIC E 9 � AJ CONTRACTOR OPTION, EITHER VERSION MAY BE USED S2.1-STD. CMU DETAILS F r J S1.0 SCALE: 3 4" - 1'-0" S1.0 SCALE: 3/4" = 1'-0" 8 A C SCREEN WALL S1.0 SCALE: NTS TYPICAL WALL FRAMING = 8" CMU WALL w/ #5 VERT. AND ANCHORAGE PER 1#4 EXTENDED Do not scale dimensions from these N� t vrlt/ STD. 90' HOOK INTO FOOTING CONSTRUCTION SPECS. 3' EACH SIDE drawings.If a dimension is unclear z ALIGNED w/ WALL REINFORCMENTOF RECESS. refer to the Architectural drawings or STEP, J ABOVE. SEE PLAN OR SCHEDULE .. 2-#5 CONT. >�, SEE ARCH. (TYP.) ° contact the E.O.R. 8 CMU WALL w/ #5 VERT. SLAB ON 8 CMU WALL w 5 T, ,� FOR SPACING. r'`'-'" o ° Q ° = w/ STD. 90 HOOK INTO 6fik, / / / / / GRADE, / # °° a & BEND DOWN INTO STAI �- ALIGNED w WALL RE,IORCMEIT SEE PLAN. STEP, ° a o / _ / \ e • _ w/ STD. 90 HOOK.A00 FOOJJ / „ is �n z ABOVE. SEE PLAN..QR SCtIEDAE \/\ \ ° �" 4 MAX. d N w , - \� ° °0 = ALIGNED w/ WAIL RFQRCMENT ° a ( EQUAL TO SLAB CON C. STAIRS SUBDIVISION `�' AB N RA J FOR SPACING. .y. est \�� \ ABOVE. SEE PLAN 'OR .SCHEDULE THICKNESS. �� �� SECiONDARY 0 J r` r88 90 OCEAN BLVD. TOP OF FOOTING / d a f SL 0 GRADE, a " \ \ z FOR SPAC, G. °' �/ n ;.I SEE PLAN. J �- 8x16 1-STORY, w/(2)#5 CONT. -'� .�`" 6A ® CURB 6B SLAB RECESS \� \� ° - 4 LOT UNIT BLOCK GARAGE FLOATING SLA9 / r�/ ,, ; ,, "=' ': 8"x20" 2-STORY, w/(2)#5 CONT. a � 8" CMU STEMWALL w o 4 DOWN END X: T T R GRADE OR CONC. \\ ' ' a N �' #5 VERT. HOOKED INTO �� r� �',: CUSTOMER PLAN NAME / AT WALLS GREATER THEN ., . ° ASI ¢'"S M I S. SLAB, SEE PLAN. \\ / " s `' TYPICAL WALL FRAMING FOOTING ® 40 O.C. ,. 4 MIN. \ 4 -0 HIGH, NOTIFY E.O.R. GRADE OR CONC. a ° SLAB ON 3 BEARING AT INTERIOR N AND ANCHORAGE PER BEND 2'-0" INTO SLAB �►,'ne FASANELLI FOR TEMPORARY BRACING _�-- / GRADE, SEE ARCH. CONSTRUCTION SPECS. e , ° r e DESIGN/DRAWN/CHECKED LAYOUT PLAN. SLAB, SEE PLAN. ° '� a SEE PLAN. (TYP) STEMWALL REINFORCEMENT e ° 1 ,ri S1.0 GRA AOB AG LAP 2�11 �\/ \ ° GRADE N STEP, SEE ARCH. PLAN. SLAB ON ° o '. DATE a CMU REINFORCING / COURSES \ ° ° 4 1� \ /\ 1#5 CONT. & .41SEE PLAN. 9° GRADE, „ iv \\ / • \\ \/ # SLAB ON ... Z SEE PLAN. ,�� �. 04.26.06 1 TO 6 !4 VERT. ® 48 O.C. \' \/ / c e _5- N ' -'� / / �\ ° a I. c ALT. FOOTING AT �' -rte GRADE . / � �2� _ -/ • ° a • / ��/ :a'::.. � .._o� - �.• SCALE 7 TO 104 VERT. ® 24"O.C. / CONT. CONCRETE FOOTING ,,v d BUILDERS DISCRETION. ° . SEE PLAN. �V / /�j ° N " " " a 20" 20" WIDE CONCRETE FOOTING AS NOTED 11 TO 12 #4 VERT. 0 8 O.C. 10 x20 1-STORY, w/(3 #4 OR 2 #5 CONT., ., \ �; \ ( ) 16 x20 2-STORY w/(3)#4 CONT. /�j / �\ �� " �`N, / ,,�' \ „ �... , WIDTH.EZG. E1�CZE1�10 TYP. ETG � STEM WALLS OVER 6 COURSES TO 12 x24 ALL OTHER, w/(3)#4 OR 2)#5 CONT. 20 x20 3-STORY, w/(3)#5 CONT. THICKENED EDGE (MIN. 12" DEEP AT LOW SIDE) 8"x16" THICKENED 3 J08 NO. SEE STAIRS & PROVIDE HAVE TRUSS TYPE HORIZ. JOINT ( ,�' ,4u.� w/3-#5 CONTINUOUS AND BAR w/ 2-#5 CONT. DETAIL 1/S1.0 #4® 18" O.C. E.W. J-06-0173 REINF. BETWEEN EVERY OTHER w/ 1-#5 CONT. 8"x8" DETAIL A CHAIRS AT 48" O.C. 8"x16" 1-STORY, w/(2)#5 CONT. '` '.. SHEET " 8"x20" 2-STORY, w/(2)#5 CONT. ,. COURSE. FILL CELLS SOLID. " 12 x12 DETAIL B 1) STEM WALL AND FOOTING 2 MONOLITHIC EDGE FOOTING 4 THICKENED SLAB 5 CMU BRG. FOOTING AT STEP-DOWN 6 MONO. FOQTING AT STEP-DOWN CONCRETE STAIRS ON GRADE S1.0 (SIM. AT PORCH EDGES w/o WALL) S1.0 S1.0 S1.0 '� S1.0 I SHEET 2 OF 7 I • 16x20 CMU COLUMN, SYMBOL LEGEND Mlllllllll`�) rIIIIIIIIIIIIIIIII'llIlIll"I'll­ SEE DETAIL 10/S1.0 TYPICAL (2 PLACES) - - WOOD BEAM OR TRUSS INTERIOR LOAD BEARING WALL 2x6 ROOF RAFTER C�? 24 O.C. 12 " '- _.�_ 2x6 sTuo WALL ® 1 s" O.C. 2x12x12'-0" OUTRIGGERS MULL DETAIL- \---,,_-.-__._ FACE MOUNT HANGER 1 0 16x20 CMU COLUMN, , ® EACH FLOOR JOIST. SEE 15/S�.2. '\,,; ",I HUC410 SKEWED. SEE DETAIL 10/S1.0 SW# SHEARWALL SEGMENT. SEE DETAIL 1 /S1 .1. TYPICAL (2 PLACES) STEP, SEE ARCHITECTURAL PLANS A I\ -� / 'I � \ CF[-A 11 _/ -- -- ---- ----- IIIIIIIIH -- - '' - -- --- - - ,,. -' BRACE GABLE END PER 2/S0.0 SEE -rt , -- -_ -- -- --L.__ -- - --.� -- ___ -- (2}2x12 -- -------- - - - - !if � 2x8 FLOOR Lou Pont�go and KEYED NOTE 2 FOR BALLOON FRAMING. • I ":.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: I i i \ I/ \ ; ...... ..........%,... ::..:::%:.:.::: \ FRAMING AT FIRST FLOOR FRAMING PLAN * .......................... II \ - j 1 ! :'::::::':.':.' CONVENTIONALLY STRAPED AREA, SEE 7 S2.0 Associates, Ince LEDGER, SEE i \ I LEDGER, SEE „ , 99 el !; II LEDGER, SEE I ?� �' I ::::( 16 O.C. SCALE: 3 16 = 1 -0 496 Osceola Avenue �: 1 I I ::::::::::::: ;IIII:::.:::.:.:;:.:.... / I' 11 IL 8 82.2• ! �\ II DETAIL 8/S2.2. _-- DETAIL 8/S2.2. gM BEAM, PER TRUSS PACKAGE U.O.N. .lax. Beach, Florida 32250 / II I ::::::... . # � . I PERPENDICULAR. PERPENDICULAR. 1 . BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE 1 I: :•.•: ::•.•.•: :•.•.::-:•:•:•..:. I P E R P E N D I C ULA R f ,�- -- - ----- _ E Ph.242-0908 Fax.241-9557 ' 1 SECOND FLOOR FRAMING MEMBERS. FB FLOOR BEAM, PER TRUSS PACKAGE, U.0 N. CA # 8344 I�L_Y �: ...:: ... 3 2x12 - - - - - I I - I .. :::::::.::.. . .................... ��. r= _-, i t ............... ...........�,.,, ..::..:_:,:.:.............. 2. \A INDICATES NODE OF FRAMING MEMBER, SEE LOAD H# HEADER, SEE SCHEDULE BELOW. CONTACT USWIT}iYOUR COMMB�ITS I !'-'-'- % 1 -- I - I..........:::: :.:•:::: :.SNI::.:.:.:.:.:.:.:.::':':' PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. COMMENTS@LP-A.COM . .::: I i ,-- I r- ::::::.•:. ...:--..;;............:.•.•.• ® BUILT-UP POST WITHIN THE WALL, SEE ....... ....... I PLAN AND SUPPORT CALLOL)T I I ::::':':':':�::. :: 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR II i ! I .................: :;:: PLAN SPECIFICS. A SIMPSON.--HUS212-3 I I I I ..... ........, : : �.. . ....:.:.:....:..........:: 24x20 CMU COLUMN, LTT20B (SIMPSON) OR PROVIDE I LEDGER, SEE I w 10-16d TO HEADER. I I --- ! I BEAR 3 PLY LVL �::: 1.... SEE DETAIL 9 S1.0. 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY SPH4 6 w ' / _- _,.. ,� C / //2 ANCHOR BOLT 0 HDQ8 (SIMPSON) PRE FAB. STEEL I I i I .•.•.•::.-:.•.•. . DETAIL 8 S2.2. I 10-16,d_.___T_0 OIST. I I ;;r 1 DIRECTLY ON ......: •...................: '• SED TO CORRESPOND F I CIRCULAR STAIR - ' ' ' I OND WITH STUD WALL SIZE 4 FROM STUD. I INCREASED ` PARALLEL. - - �- ; ------ CMU WALL. ! i ! ,, :•::::,, (1--- I - --�,__\- , r� I(. .j1 I I i I, I :::: SELECTED. .............. ...... :.•:.•::..:.•.• _. ;= ............ J..•...........•...... ...•.•.•.•.•..•:::.t ..•.•.-..•.-...•.•. SUPPORTED BY - - _ _ HTT16 (SIMPSON) PA51 SIMPSON I 1 ;- , LEDGER, SEE DETAIL 8LS2.2. 1_. L j----J----- - I a , i �,_\ r - I;, - , OUTRIGGER BEAM. --------------- -""._`---'�`'i'.6'-_-_�'__'-�- """""_,. "'---------'''---- ---- ----- _""" _"."�_. 51111 11111111H . ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR, POINT LOAD CENTERED ______________ --_,-_,-_- _______-____-__-__-_ ____ - E HTT22 (SIMPSON) X THREADED ROD ..Ill 11 11 11 li,111111111111 H -- ON BEAM, CONN. _ _ _____.ti -1- ; ; i; - _ _'_- LEDGER, SEE DETAIL 8/S2.2. :::::::::: ULE, ADJACENT TO ALL DOOR & WINDOWVALID ONLY WHEN PER SCHEDULE, II +J I ---^- �.t _____. .-.-.....I... ... OPENINGS. (U.O.N.) SIGNATURE IS IN BLUE INK BY OTHER LEDGER SEE II_ _ � ' �:� '; >! i i - ; ;. - ------ \ 1 � i !!�, A HTS20 (SIMPSON) ) 11 PHD2 SIMPSON D RAISED SEAL I DETAIL 8/S2.2. I SIMPSIV Ht7212-3 I I �;i____ ; I 6. REFER TO S0.0 FOR MINIMUM EXTERIOR BEARING WALL i I� PARALLEL. 1 I -_---- 24x24 CMU COLUMN, •• : •• 'l I w/10-1;6d TO HEADER. I i' ! j::.....:.::.:...::.:.:.:.:.: :.:.:.:.:.:.:.::tIlt...:.:.:.:.:.:.:.:.:.:.:1 NOTE: SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7. 10-16d ``TO JOIST. I SEE DETAIL 10/S1.0 = r ALL FLOOR FRAMING HEADER SCHEDULE (MINIMUM SIZE), REVISIONS BY .............. ........... .. III 1. ::: -- - .'.'.'.'..'..; SHALL BE DESIGNED PROVIDE 3 REINF. CELL DIRECTLY BENEATH SUPPORTED MAXIMUM ACK KING BUILDING _�1���11��z���1� I I,--��`�tiZ1����«�������««��ti i 7 III , I . SYMBOL HEADER �_: '�' I I > BY DELEGATED FLOOR MEMBER WHERE INDICATED ON PLAN. OPENING STUD STUDS 1Q DEPT. COMMENTS LAP 1 :�..... ! �* 06.27.06 I �:,: \:.:.:.:•....:�.::: I NOTE `I- cmu MALL= I::.::::.:..:::::............::::.::.:.:::.. .Ill..:.:.:.:.:. TRUSS ENGINEER H6 (2)2x6 49-419 1 1 1lp�::::... m y I I ALL HEADERS .. ... �--; r.. F..- ... I ;1 T FL�C�IR-_ E ! !N G. I CO H 8 _ _ _ _ 1 / -- i I ARE H6' U.O.N. (2)2x8 6l-4 1 2 ' H 10 (2)2x10 8'-4" 1 3 i E 1 .2. - --_ ! ►� .... .. ............................. ::..::::: :...... . :::: •:.•:.•::.•:.•:.•. II allSE 6/S TYPICAL PORCH FRAMING NOTES H1 - . ____:_:_.-:._:-:-- i V"'. ..............::r _ _ _ I:i'i :. ...... ii -rill 2 (2)2x12 10 4 2 3 i .. " I ....... . ,_.-_-... 1 �' '..'' '.•...'.... I I i f: . . BEAM TO POST LOAD PATH-SUPPORT/UPLIFT SUMMARY H9.25 (2)9.25" LVL PER PLAN 2 3 LEDGER, SEE ! \ / .=_-=== _ { 81.1 .... I i �• i -1 A N BRG. MEMBER NODE SUPPORT UPUFT I 2 MSTA24 w 9 Od EACH END i ( ) / H11 11 P A R .88 2 .88 LVL PER L N 2 3 LEDGER SEE LEDGE SEE k:::::::: I DETAIL 8/S2.2. 1 4 / ' i ' ............ :.•:::.:•VIII...•..:.:::.:.:.:.::.::::: ( ) ..:..:.:...... ....:.:.:...:...:.: �I II I i [:..... BM#3 A,B 2.2x4-SYP (2)MTS12 PERPENDICULAR. I ,� I DETAIL 8/S2.2. �i I DETAIL 8/S2.2. BEAM TO 'WALL FRAMING H14.00 (2)14.00" LVL PER PLAN 3 3 2x12 FLOOR 4 % , % 1 = \ PERPENDICULAR. , I PERPENDICULAR. .: :::.:.:.:.:::::.:.:::.:::.:.:::::::: SEE DETAIIL 3 S2.0 FOR CONNECTION H1 1 R P A FRAMING ATFIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII` I , \ I Y / LOADING CHART NOTES: THESE BEARING NODES CORRELATE WITH 6.00 (2) 6.00 LVL PE L N 3 3 ,., �- „ ........ \IiIIII,-IIIIIIIIIIIIIIIIII-����IIIIIIIIIIIIIIIIIll)" ..: -�L --------- --' - -- ---- - (2)2X1 2 --- ----------- THE TRUSS PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,D,..., .......... .... .. 24" O.C. _ - --- --- - - -- - r _ _ UPPER POST TO LOWER POST (MULTI-STORY) FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE TRUSS TYPICAL PIAN NOTES: "".I ..-_. - -.._.______-.- _..._ . _ -__.-_--.___.-_ _ --_______ __ (2 CS16 w/9-8d TO EACH END ENGINEERING HAVE BEEN DISREGARDED. 2x12x12'-0" OUTRIGGERS �� ) / 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER IRECTLY MULL D TAIL ��� UPUFT CONNECTOR SCHEDULE OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF EACH FLOOR JOIST. i FACE MOUNT HANGER POST TO SLAB FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 To MATCHI WALL SEE DETAIL 1/S1 -1. SEE 15/§2-.2-:.-­'_.__.___- - L- HUC410 SKEWED. 2x6 ROOF RAFTER ABU44/66 w/6-16d EA. END OR CONNECTION UPLIFT (LBS) DEPTH (U.o.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN POST HTT16 w/11-3/4" ROD TO FTG. TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF © 24 O.C. (1)H8 OR (2)H3 < 745 THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND Q NOTE: WHERE NON-PRESSURE CMU REINFORCING NOTE: NOTE: FASTEN WOOD PORCH CONNECTION TO: A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. TREATED WOOD BEARS ON CMU TYPICAL #5 VERTICAL REINF. SEE 19/S2.2 FOR ROOF TRUSS BEAMS TO TOP OF CMU NOTE: DBL. TOP PLATE (2)H8 < 1490 >p PROVIDE 2-LAYERS OF 30 LBS. AT 48" O.C. SEE S-2 FOR CONNECTOR SCHEDULE AT CMU PILASTER w/(4) SIMPSON ALL CMU 'WALLS @ THIS HEADER (2)MTS12 < 2000 2. SEE 4/S2.1 FOR ATTACHMENT OF INTERIOR S►HEARWALL T FLOOR ROOFING PAPER BETWEEN REINF. EA. SIDE OF OPENING. WALLS. HETA16 EMBED STRAPS, LEVEL ARE SHEARWALLS. AND DETAIL 5/S2.1 FOR ATTACHMENT TO THE Rt00F, WOOD & CMU WALL. TYP. U.N.O. POST (2)HTs2o < 2900* (2)HTS20+(2)H8 < 4390* 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE ALT C. OF 5/S2.1 (TYPICAL) *PROVIDE '/2"O ROD ADJ. TO CONNECTORS NOTE; TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE 4. FOR GENERAL UPLIFT REQUIREMENTS, SEE ANCHORING SY TEM IN W TABLE. AT MULTIPLE STRAP CONNECTIONS. SPREAD STRAPS TO CONSTRUCTION SPECS ON S2.0. 0< 16x20 CMU COLUMN, AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING TWO Z SEE DETAIL 10/S1.0 STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY 5. CHIMNEY FRAMING (IF APPLICABLE), SEE DETAILS 15 & 16/S2.1. ACROSS DBL. TOP PLATE FROM EA. OTHER. Q TYPICAL (2 PLACES) 6. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT C") THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL CD 2x12x12'-0" OUTRIGGERS BALLOON FRAME WALL FASTEN STAIR STRINGER TO BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, PROVIDE 4< © EACH FLOOR JOIST. LEDGER, SEE FULL HEIGHT EA. FULL HEIGHT WALL STUD SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL POST TO LOWER LEVEL POST QR TO LOWER LEVEL BEAM WI (2)CS16 CD SEE DETAIL 4/S1 .2. DETAIL 8/S2.2. PER 2/S2.1. SEE 3B/S2.0, ,.� PARALLEL. /� ---- - -- ___--------_ FOR CONN. 6x6 P.T. J YP#2 SEC 0 N ''I'll'', FL 0 0 R FRAMING PLAN STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON LAN M yW_3 W- W_ POST, TYPICAL. A E' 1 " = 1 -O" 7. FOR BEARING WALL AND HEADER NOTES. SEE CONSTRUCTION SPEC. 2x12 FLOOR - _ .-- - - _ _ _ -"__-- __ _ - - (5 PLACES SC L . 3/ 6 -----'------ D------------.[J-------.-- I --�-- - - --------------- ---..--- ------'------------------- - -- r-Ill __ .'_ _-7 x ------- ANCHOR'=' -- -' 8. ALL EXTERIOR WALLS ARE SW 3. INSTALL ONE ANC 0 ER (DO FRAMING AT r� - - -- _ �- -_- ..___---_ + -+ _ I - - :.-.............. 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF r....:..:..:.•...: .. .-.- \ I � I . , I I /.•:•:::.:•:•:•:::•:•:•::•:.:•:•:•:•:.::•:•:.:•:•:•:<:: Ila SCHEDULE, ADJACENT TO ALL DOOR AND WINDOW OPENINGS. (UON) �V 24" 0.C. I•:• I i I I I I �, j I .................................... .:.. FRAMING MEMBERS. ~ •I i ! I ;.!..::.•::.•::.•.•.•.•.•.•.:•::.•.•.•.'.•.•.•..•.•.•.•.•.•.•.."::.':':':'I `• I ' ' 1 ' ! ` ." ,:.1 9. TYPICAL BUILT-UP STUD/POST AT ALL MULTI'-PLY TRUSSES AND / I I , ! i I I .I `� ! , I::....•.......... ...:...:..............•.•:::::.:•. I /r4IL_ ,____.�__ .- _ ._;__ _,, __:_ N 2. A INDICATES NODE OF FRAMING MEMBER, SEE LOAD BEAMS, PROVIDE A BUILT-UP POST COMPOSED SOF MULTIPLE WALL �\ / \ it I II I _ __ _� T_.T- r_ xl': :.:.: :•.:.:.: :.:.::.:: ..:.:•:Xa:.:.:� PATH-UPLIFT SUPPORT SCHEDULE THIS SHEET. STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. o.N.) .................... S 1.2 F:::::,: :,:,:, I 222x12 \ Ii ! !t �, I UPLIFT/ SUPPORT ............. . . ...... ._ ..:.j KEYED PLAN NOTES.[APPLICABLE ONLY IF REFRENCED ON PLAN.) N ;�, 1�' I 1L 1 iI ,;.••.1...•.•••......•: � 2 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR �; ,I ! I 1. PROVIDE (2)FULL HT KINGS & (2)JACK STUDS EA. SIDE EACH I ; ! ; X :.. N �s�� .-r ,! I _-� ( BM 2 -_ _--_ ;; ` :::.:.:::::::.:.:::.:.::: . . S1.2 PLAN SPECIFICS. OPENING. EACH JACK STUD TO HEADER w/MSTA24. AT GRO ND FLOOR e-11N J �, � 1 LEDGER, �,-- -;--,_•i ....� (IF THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BO TOM PLATE \,, SEE Iw--.�.-�- ! ---=-�-�I DETAIL 8 S2.2.co I I i �... " >, I ! 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY w SPH4 6 & /2 ANCHOR BOLT TO BE PLACED WITHIN 4 OF JACK __I(41_ ---- 2 2x12 , i1.�_ I 1 , ; I i ' ! I� ; ._.. . .._ ...............__._._-.`+ 2x12 FLOOR _ � , T ;\� PERPENDICULAR. mil I I I ; 1 I 1 C0 BE INCREASED TO CORRESPOND WITH STUD WAI I_. SIZE GROUP. AT ELEVATED FLOORS, FASTEN JACKS TO WALL FRAMING - -_-- .I I "\� _� �_ _' SELECTED. BELOW w/ (2)cs16. -` L - I i FRAMING AT - ('SHEET INDEX J _ _• _-- ___ ___ -_ - 24' O.C. =_ _- - ____ -- SIM ..;SON HUS212-2 (N 1: X 111 Y I ! 2. PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BA OON SO.O-TRUSS PLACEMENT �� ALL HEADERS w11_ 16-d. TO HEADER.1 I 24x24 CMU COLUMN 5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR. FRAMED WALL AND FASTEN TRUSS TOP & BOTTOM CHORDS o -- � ARE H6; U.O.N. I B � d T JOIS•` . \_ 1 I SEE DETAIL 10/S1 ,0 �; PER SCHEDULE ADJACENT TO ALL DOOR & WINDOW 51.0-FOUNDATION PLAN I'-----.� rj I 1 N BALLOON FRAMED WALL STUDS w/ 2-12d COMMON WIRE NAILS AT EA. L _-_-.__.._. _- _ __._-__,�i..�____11 r __ \�I _l I �;j I I( I J;' 1 : ' OPENINGS. (U.O.N.) STUD. FASTEN GABLE END TRUSS w/ SIMPSON H8 AT EACH END. L .-__ - -- -y I S1.1-1ST & 2ND FLOOR PLAN - �RI ! i . ' 2X10 TRELLIS CONVENTIONALLY STRAP WALL U.O.N. - - �.- -- - -- II --------}F------- --- -- - - - -I �_. .I' I � III' I -- i h-LEDGER-- -SES TAIL 8/S2 __ _sN__�__ _ ___-___-` FRAMING SEE 6. REFER TO S0.0 FOR MINIMUM EXTERIOR BEARING WALL 3. SHEATH WALL FULL HEIGHT DOWN TO FLOOR FRAMING 8 ORE ROOF S1.2-THIRD FLOOR PLAN 3:: li,111111111111[7 -111 1111 11-_ _ -__ -_ ARCH. SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7. DECKING. --- - T -----,�-------- ----- - LEDGER, SEED TAIL 8�2 2.- ----------- -�_ , DE G. I - S2.0-GENERAL SPECS -� - • ��� r---�--- ----- - i' ' - -- -- -- �� ! 6 -10 i ________ }-= j r- I!+ ' ! I:f t I �' 4. H10F OR H12F SYP#2 BEAM w/ /Z" CDX PLYWOOD FLITCH GLUED & I ' I i S2.1-STD, FRAMING DETAILS __` _ r----- - - --- ' '-` j ry V_ NAILED w/ 3-ROWS OF 12d COMMON WIRE NAILS ® 6 O.C. (S AGGER %PROVIDE 2x6 PT SYP#2 4 li '�.1:_ . - -_-_ -- . -._ ___'__- FROM EA. SIDE) 4 $0N b S 21\ � ,-•_ ���_ __ � _t I, cv; NAILER FASTENED TO CMU 1�=-`=�I I - 21- ' 1- �` � S2.1-STD. CMU DETAILS -� PROVIDE 2x6 PT SYP 2 x.l' { I I I==- -. # I N 2x BLOCKING, TIGHT FIT ,> r t ,w/10�fi6zi_'ATO HUDER.I I N, 24 I NAILER FASTENED TO CMU '� "'IT`�lN FLOOR TRUSS AT 5. PROVIDE SPF#2 SOLID BLOCKING AT 24 O.C. BETWEEN THE GABLE END WALL w/2- 4 x3 TAPCON -_ =± r�:1 N� TRUSS AND THE FIRST INTERIOR TRUSS TO MATCH TOP AND TTOM ------- 10-, '' d TO JOIST. _ _ _ __ , �, „ STUD WALL TOP OF CANTILEVERED CONC. SCREWS © 16" O.C. f 2X12 ( + i - .- - WALL w/2- /4 x3 TAPCON CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL AL NG THE � LA - -, ' 1 ��/ �; z i I ; I I ��' , SEE PLAN. FLOOR JOIST. RAKE OF THE TOP CHORD AND FASTEN THE INFILL WALL PLATES DIRECTLY -: -- - - , CON C. SCREWS © 16 0.C. N % -'� - ' I ' ' I I i ' "' " K'2FLOOR DECK SEE TO THE BLOCKING ALONG BOTH THE TOP AND BOTTOM CHORD w/3-12d Do not scale dimensions from these • LEDGER, SEE 2; ! I , ! I i I: i:••:•:•:•: .:•:•:•:•:•:•::•:.:•:.:�:•:•:•:•:•:•:•::•:•:•�.: ,1 ` r,)I I' i I i , ! ; i�'I COMMON WIRE NAILS AT EACH INTERSECTION. mi ' _.__- ' -B M - I m'� N ��. __=`` - `� DETAIL 8 S 2.2. ..,._.- .. _ _ " S 1.2 STRAP U P PER C 0 N S T R U C TI 0 N drawings.If a dimension is unclear _��_: _M� g I / il�-�-s ! �G + LEVEL STUDS TO SP E CI FI C A TIONS. " refer to the Architectural drawings or N '_ "_\ .,,n m PERPENDICULAR. II I : :. . ..::::::::::::::::::::::::::::::•:•:•:•:•., 6. CURVED WALLS SHALL BE CONSTRUCTED OF STUDS AT 12 .C. 2x12 FLOOR ! I + .::::•:. .:.•:..:::::.::..:.•:.•:..::•. :::. ����� !-r, i II i I ' FLOOR FRAMING SHEATHED WITH 3/g" CDX PLYWOOD INSTALLED WITH THE STRONG AXIS ................... \ ,. _ 1 1 I �} .'.'.. FRAMING AT ; Y- 222X12 I , _ I i I I I �' '► •'•'•'• .•':...... CONT, 2X12 RIM PER SCHED. AA. VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES F THE ,► i.;: � / i ; I ; x 11:::::::::::::.:.:.:.:.:::::::::::::::::::::::::::::.:. ........; 2x12 FLOOR WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS ® 6 O.C. EDGE 24 O.C. ::: :::::::::::::: :::::: I i I' I I ! I `N, BOARD (TYP) �- 11 .............................. ... I ! , FRAMING AT AND FIELD. HEADERS SHALL BE CURVED PLYWOOD, BEAM MINIMUMOF 24" SUBDIVI510N .• " i I --______--.._.--- , , \ , DEEP GLUED AND NAILED PER SHEATHING SPECIFIICATIONS. I: I I _-, _� -- 88 90 OCEAN BLVD. 4 .i I ;�. I. I ; K I i: ::,:,::,:,:,::•.: ,.., 2 4 O.C. , , . . , S1,2 :,:,:,:.:.,� ''.:.:, I i I I i! - I f I t I 1'.'.'.'.'.'.'.'.*.'.'.'.*.'.'.'.*.'.'.*.*.'.'-..:...:... .:.a 7. OVERFRAME GABLE PONY WALL OVER ROOF TRUSSES. PROVIDE 2x4 LOT UNIT BLOCK ..... "Al :. .:..•.•.•.. ! J �• �: ....... : q I \ I ___ ,11W=-_-- -- ----- -.. _ - ----- - -- - L-'- - 1. - -: ..../........ .:............•:.•.......:....: CUSTOMER PLAN NAME _ _ f PRE-ENGINEERED ' W W\ � W o�SEE 3B 52.0 2x12 OUTRIGGER ADJ. TO EA. & WALL SEAT FRAMING. PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES FASANELLI 2X12X12 -0 OUTRIGGERS LEDGER, SEE ,'- .__- __ - _\``,,, ' / ' WOOD "I" JOIST ATTACH w/12d4H FLOOR TRUSS FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT WINDOW SE T. DESIGN/DRAWN/CHECKED @ EACH FLOOR JOIST. DETAIL 8/S2.2. BALLOON FRAME WALL FOR CONN. AOB AG LAP SEE DETAIL 4 51 .2. COMMON NAILS © 4 O.0 CLIP, SEE SCHEDULE 8. CONVENTIONALLY FRAMED, HIPS AND RIDGES WHERE NOTED PLAN / / PARALLEL. FULL HEIGHT . AT 16" O.C. . ON S0.1. PROVIDE (2)2x4 SYP#2 KING POST FASTEN TOP ASND BOT, w/ 2)HTS20. DATE 04.26.06 4' 10. FASTEN POST TO FRAMING BELOW w/ (2)CS1E OR (2)MSTA 0 STRAPS. SCALE IMPORTANT FRAMING NOTE! ! !: ALL EXTERIOR WALLS AT AT ALL CONDITIONS WHERE THIRD THIS LEVEL ARE CONSTRUCTED (*""�i P 0 R C H 0 U TR I G G E R 11. PROVIDE INTERMEDIATE JACK STUDS BETWEEN OPENINGS. EACH AS NOTED FLOOR EXTERIOR FRAME WALL ALIGNS OF 2x6 @ 16" O.C. WALL �NCK Sl'�0 SO "' _Nz`_R wN�A \N34 ANO �O FRINMING BELOW %f 31UB Y)o. NOTE: OVER CMU WALL BELOW FRAME WALL \IIII 1 .1 SCALE: /4" = 1'-0" (2)CS10 STRAPS. J-06-0173 ALL CMU WALLS C� THIS ' „ FRAMING.(U.O.N.). THIS WALL � LEVEL ARE SHEARWALLS. MUST BE SET BACK 5/8 SO THAT FRAMING COMPLIES WITH THE 12. BOX BEAM BETWEEN UPPER AND LOWER OPENINGS, & TRANSOM SHEET FACE OF SHEATHING ALIGNS WITH L/240 DEFLECTION CRITERIA DOOR & UPPER WINDOW SEE 17/S2.1. CONCRETE BLOCK WALL BELOW. FOR BRITTLE FINISHES. ' ■ SHEET 3 OF 7 I • b I SYMBOL LEGEND - - WOOD BEAM OR TRUSS INTERIOR LOAD BEARING WALL TYPICAL WALL FRAMING FOR ATTACHMENT OF DIAPHRAGM AND ANCHORAGE PER PROVIDE DBL. 2x4 SYP#2 BLOCKING 2x6 STUD WALL @ 16" O.C. CONSTRUCTION SPECS. BETWEEN FLOOR TRUSSES. ATTACH SW# SHEARWALL SEGMENT. o TO DBL. LEDGER w/12d COMMON AT 4" O.C. STAGGARD. PLACE STRAP BETWEEN STEP, SEE ARCHITECTURAL PLANS 2x6 BOT. PLATE IMID-PLIES OF BEAM & - BRACE GABLE END PER 2/SO.0 QR SEE & EXTEND FLOOR „ WRAP STRAP OVER & - , - KEYED NOTE 2 FOR BALLOON FRAMING. LOU Pontigo and 1 ROW 10d C� 24 O.C. 2x BLOCKING, TIGHT FIT SHEATING OVER FASTEN w/ ONTO EA. SIDE OF BEAM. WITHIN FLOOR TRUSS AT Associates, Inc. BLOCK. FLOOR DECK; SEE 9-16d COMMON SHOWN EXAGERATED STUD WALL, CONVENTIONALLY STRAPED AREA, sEE � s2.o CONST. SPECS. WIRE NAILS ( TOP OF CANTILEVERED 496 Osceola Avenue EA. SIDE I FOR CLARITY). SEE PLAN. FLOOR JOIST. gM# BEAM, PER TRUSS PACKAGE, U.O.N. Jax. Beach, Florida 32250 DRILLED & EPDXIED i STRAP UPPER FLOOR DECK, SEE Ph.242-0C08 Fax. 41-9557 A# 8344 CONSTRUCTION FB# FLOOR BEAM, PER TRUSS PACKAGE, U.0 N. THREADED ROD ANCHORING. LEVEL STUDS TO SPECIFICATIONS. SYSTEM SEE CONST. SPECS. (4)13 4x16 to o II a FLOOR FRAMING H# HEADER, SEE SCHEDULE BELOW. CONTACT USwrrHYOUR COMMBJTS LVL HEADER, x1 e CONT. 22 RIM PER SCHED. AA. 8x16 BOND BEAM w COAAMENTS�LP-A.COM / I 2-SIMPSON PA68 BOARD (TYP) ® BUILT-UP POST WITHIN THE WALL, SEE 1-#5 T&B CONT. HOLDOWN STRAPS / 71 '. PLAN AND SUPPORT CALLOUT BACK TO BACK cr _ _ LTT20B (SIMPSON) OR PROVIDE FLOOR TR SS 'u �'' EMBEDDED 42"MIN. �;/ ,�Y°;/ OR JOIST. IN CMU WALL. - ------ ----� ------ SPH 4 6 w ° C / /'/2" ANCHOR BOLT HDQ8 (SIMPSON) II 4" FROM STUD. 0 (2)2x12 P.T. SY #2 „ 'n 2x12 OUTRIGGER ADJ. TO EA. PRE-ENGINEERED LEDGER w/ 5/8 Ox10 FLOOR TRUSS ® HTT16 (SIMPSON) . PA51 SIMPSON) A.B. @ 16" 0.C. FLOOR TRUSS ATTACH w/1 2d, JL STAGGERED COMMON NAILS © 4„ O.0 AT ALL CLIP, SEE SCH D ON S0.1. HTT22 (SIMPSON) X THREADED ROD FLOOR TRUSS INTERSECTION , , VALID ONLY WHEN 5 'SECTION C TI 0 N PORCH HEADER, SEE PLAN. HTS20 SIMPSON �( ) SIGNATURE IS IN BLUE INK PERPENDICULAR . (SIMPSON) PHD2 SIMPSON AND RAISED SEAL S1.2 SALE: 3/4" = 1 '-0" 4 PORCH OU TR I G GER �.2SCALE: 3/4" = 1 '-0" HEADER SCHEDULE (MINIMUM SIZE) REVISIONS BY 6 SECTION SYMBOL HEADER MAXIMUM JACKKING BUILDING OPENING STUD STUDS 1� DEPT. COMMENTS LAP S1.2 SCALE: 3/4„ = 1 >_0" 06.27.06 H6 (2)2x6 4'-4" 1 1 CONTINUOUS 8" H8 (2)2x8 6'-4" 1 2 U-BLOCK BOND H10 (2)2x10 8'-4" 1 3 BEAM w/1 -#5 CONT. H12 (2)2x12 10'-4" 2 3 H9.5 9.5" LVL PER PLAN 2 3 SEE 3B/S2.0, 6x6 P.T. SYP#2 H11.88 11.88" LVL PER PLAN 2 3 * FOR CONN. • W- I. SW-3 I. SW-3 I. SW-3 1. SW- POST, TYPICAL. H14.00 14.00" LVL PER PLAN 3 3 X fr-- ----- r r ------------ i I © I,X ,,� {( j `� 8" CMU WALL w/ Ii, ,� �!x;i { I I j 1 i ! I o TYPICAL PLAN NOTES: I� I I i #5© 32 O.C. IN 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY + GROUT FILLED CELLS. � ,' �._.�_._� _! _, _1 .� _�_.L__1__- i__�._ �j N r-/') OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF I FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL 2x12x12 -0 OUTRIGGERS + I I xi I i !I x I STAGGER w EPDXY ANCHOR CMU WALL. C� EACH FLOOR JOIST. -- ` 'X' I 2X•10 TRELLIS / DEPTH (U.O.N.), FASTEN BEAM TO POST WITH (2)HTS20. FASTEN POST I;+fit' -== _ i I�; I I I {Ij ' +� FROM DPP. SIDE TO AVOID ROOF DECK, SEE TO FOOTING w HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF {�----- i 1 �'C' THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND SEE DETAIL 4/S1.2. - -_-. --_-=- (i i I ! ;{ - CONFLICT. CONST. SPECS. S A THREADED ROD IS WITHIN 6 OF THE SUPPORT POST. 12 - - ' ' CMU COLUMN 4 END BELOW , ! 2 2x`. �j I a 2. SEE 4/52.1 FOR ATTACHMENT OF INTERIOR SHEARWALL T FLOOR THIRD FLOOR. AND DETAIL 5/S2.1 FOR ATTACHMENT TO THE ROOF. i _.__., I R ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN :: - r ._. EE 3B/S2.0, 1 TRUSSES, SEE ALT C. of 5/S2.1 (TYPICAL) OR CONN. 4. FOR GENERAL UPLIFT REQUIREMENTS, SEE ANCHOR W SY TEM IN 'T�( ! •.. �__ ! I --------- ------ ;,- I ; ;, � CONSTRUCTION SPECS ON S2.0. - SIMPSON ITT16 JOIST PRE-ENGINEERED 5. CHIMNEY FRAMING IF APPLICABLE), SEE DETAILS 15 & 1 S2.1. HANGER TYP FLOOR TRUSSES. ( ? / I � � ,� (TYP) L00 SES --- I -= ' �' !�� ! a I ! - '' LEDGER, SEE DET-AIL 8/S2.2. �L-.--- --------�---- ►=---- -- �-- D2 E -- �_----__�-_ I =,� 6. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDIC TES THAT 11111111111114111111111111111411111111111111111 H 1111111111111 IH 111111111111111 IIHI 11111111111 IN11 11111111111111 if 11111111111 1 IM 1111111111111 11111111111 IHI 1111111111111 H 111111M=11 I I 1111111 Ill)ill 1111111111111111411111111111111141111 111114 1111111111j!; I} (2)2x8 P.T. SYP#2 LEDGER W/ THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FL OR SHALL LEDGER, SEE DETAIL ;7K.2. 8x16 BOND BEAM W/ /g OxB EPDXY ANCHOR @ 16 BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POT PROVIDE l _ - SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL T&B CONT. 0. ( Y ) s1s T POST TO LOWER LEVEL POST OR TO LOWER LEVEL BEAM WI (2)C �IC) {- 3 STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON LAN 2x12x12 -0 OUTRIGGERS �` � � � I `! I i _ ! ; r i %� � j I I "r �::=_;,, PROVIDE 2x6 PT SYP#� I I I �� I � - i I S1.2 I i'. , ; I, i' 7. FOR BEARING WALL AND HEADER NOTES. SEE CONSTRUC ON SPEC. © EACH FLOOR JOIST. �_ I I % 1AILER FASTENED TO/ CM '! EE 3B S2.0 r,3 SECTION D { j r- AL=A=_-� ADERS - I / , SEE DETAIL 4/S1.2. I r �= 00 - - - / OR CONN. ARE Hi;6; U.O.N. ___ _- WALL'_w/`2-__z4_"�c3'�-TAPC01 L-___--_-_ ( ,► ►, 8. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR PER _ I _- ' ►� I CONC. SCREWS 16" O.C. I t I I I S1.2 SCALE: 3/4 = 1 -O SCHEDULE, ADJACENT TO ALL DOOR AND WINDOW OPENINGS. (LION) 00 1 I I - 22 XI 2 9. TY - STD OS A -PLY U AN .._.-..__ _ _-__ .__ _...___ _ ;., --- - AMS(CPROVIDE TAUBUILT-UP POST COMPOSED OF MULTIPLE WALL ; E STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. .O.N.) 4 WOOD BLOKING. : 1 :.:�Lv. -----;. I I j Ir- ---- __-- -- I CMU COLUMNS ( I S1.2 -_-- _ J it N i KEYED PLAN NOTES: ( I�iX + II END BELOW i'I 2X12 PT 0 16 O.C. 1. PROVIDE 2-PLY INTERMEDIATE JACK STUDS BETWEEN OPE INGS. ! ' Ijlx�� THIRD FLOOR. I FLOOR DECK, SEE EACH JACK STUD To HEADER w/MSTA34 AND TO BOTTOM P ATE i, cv C �il._:z:.__-z -- I I! WATER PROOFING I I II I T CONSTRUCTION - w/SPH4/6, '/Z" ANCHOR BOLTS To BE PLACED WITHIN 4" 0 EACH = [-(SEE ARCH JACK GROUP. 2x10 TRELLIS SPECIFICACIONS. w ) I' f "' ? I + • w v FLOOR DECK, SEE � j�Xi �- -- © 12 O.C. U) SLOPE, CONSTRUCTION 2. PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BALLOON I I ! - ------- ------ I s- ARCH. SPECIFICACIONS. FRAMED WALL AND FASTEN TRUSS VERTICALS TO FIREBLOCKNG ----_----- _-�i -F-- --- - --T-- - -L---I 2 2x12 (SHEET INDEX L_--------------- -----��-__- - x--1 -- --- - - --- - - ;r - - - -- ---- --```=-_ _!- ------ --- -----}_- _= - - ' ' DS -12d COMMON WARE NAILS ® 12" O.C. AND ----- - - -- - -Y - - -- - �- - - - BETWEEN WALL STUDS w/2 W- L SW-3 L �L SW-3 L Ji SW-3 1L FASTEN TRUSS TOP & BOTTOM CHORDS TO BALLOON FRAME WALL S0.0-TRUSS PLACEMENT CONT. 2x RIM STUDS w/ 2-12d COMMON WIRE NAILS AT EA. STUD. FASTE GABLE * SEE 3B/S2.0, BOARD (TYP) END TRUSS w/ SIMPSON H8 AT EACH END. CONVENTIONALLYSTRAP S1.0-FOUNDATION PLAN FOR CONN. WALL U.O.N. S1.1-1ST & 2ND FLOOR PLAN IMPORTANT FRAMING NOTE!!!: NOTE: SIMPSON H3 CLIP 3. SHEATH WALL FULL HEIGHT DOWN TO FLOOR FRAMING 8 ORE ROOF AT ALL CONDITIONS WHERE THIRD ALL CMU WALLS © THIS ENTRE FRONT WALL FLOOR SYSTEM SIMPSON LUS28 JOIST EA. RAFTER. DECKING. S1.2-THIRD FLOOR PLAN FLOOR EXTERIOR FRAME WALL ALIGNS LEVEL ARE SHEARWALLS. IS PORTAL FRAME PE:R. © 24" BY HANGER w/ 6-10d OVER CMU WALL BELOW, FRAME WALL 11/S1.0 (SIM). OTHERS. TQ HEADEI & SHEATHING, SEE 4. H10F OR H12F SYP#2 BEAM w/ '/2" CDX PLYWOOD FLITCH GLUED & S2.0-GENERAL SPECS. MUST BE SET BACK 5/8" SO THAT 4-10d TO JOIST. CONSTRUCTION NAILED w/ 3-ROWS OF 12d COMMON WIRE NAILS 0 6" O.C. (S AGGER S2.1-STD. FRAMING DETAILS FACE OF SHEATHING ALIGNS WITH 2x10 SYP#2 LEDGER CONT. ! SPECIFICATIONS. FROM EA. SIDE) CONCRETE BLOCK WALL BELOW. w/8-12d COMMON WIRE NAILS © HEADER, 5. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GABLE END S2.1-STD. CMU DETAILS 24" O.C. SEE PLAN. TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND TTOM CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL AL NG THE DETAIL RAKE OF THE TOP CHORD AND FASTEN THE INFILL WALL PLAT S DIRECTLY 2 TO THE BLOCKING ALONG BOTH THE TOP AND BOTTOM CHORD w/3-12d THIRD FLOOR FRAMING PLAN- s1.2 SCALE: 3/4" = 1)_T - COMMON WIRE NAILS AT EACH INTERSECTION. Do not scale dimensions from these SQ�LE: 3/16" = 1'_O" 6. CURVED WALLS SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. drawings.If a dimension is unclear LOAD PATH-SUPPORT UPLIFT SUMMARY 6x6 POST. SHEATHED WITH I/," CDX PLYWOOD INSTALLED WITH THE STRONG AXIS refer to the Architectural drawings or 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF a contact the E.O.R. 2x8 PT Ca? 16" O.C. VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES F THE BRG. MEMBER NODE SUPPORT UPLIFT FRAMING MEMBERS. FLOOR TRUSS. I WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS 0 6 O.C. EDGE BM#3 A,B 2.2x4-SYP (2)MTS12 DESIGN BY FLOOR DECK, SEE AND FIELD. HEADERS SHALL BE CURVED PLYIWOOD BEAM MINIMUM OF 24" 2. A INDICATES NODE OF FRAMING MEMBER, SEE LOAD 2) SIMPSON DEEP GLUED AND NAILED PER SHEATHING SPECIFICATIONS. SUBDIVISION OTHER ( CONSTRUCTION LOADING CHART NOTES: THESE BEARING NODES CORRELATE WITH PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. H3 AT EACH SPECIFICATIONS, 7. OVERFRAME GABLE PONY-WALL OVER ROOF TRUSSES. PROM E 2x4 r88 90 OCEAN BLVD. THE TRUSS PROFILES AND HAVE BEEN RE-LABELIED AS A,B,C,D,..., FLOOR JOIST. BLOCKING BETWEEN TRUSSES 0 24" O.C. FASTEN BLOCKING EA END LOT UNIT BLOCK FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE TRUSS oll ENGINEERING HAVE BEEN DISREGARDED. 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR '7777= 1177777777= w/SIMPSON A34 CLIP. ANCHOR WALL TO FRAMING PER SCHEDU E 7 S2.0. PLAN SPECIFICS. CONT. 2x12 RIM CUSTOMER PLAN NAME UPLIFT CONNECTOR SCHEDULE I 8. WALL SEAT FRAMING. PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES FASANELLI BOARD (TYP) FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT WINDOW SE T. CONNECTION UPLIFT (LBS) 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY _ DESIGN/DRAWN/CHECKED (1)H8 QR (2)H3 < 745 BE INCREASED TO CORRESPOND WITH STUD WALL SIZE SHEATHING, 9. CONVENTIONALLY FRAMED HIPS AND RIDGES WHERE NOTED N PLAN AOB AG LAP CONSTRUCTION PROVIDE (2)2x4 SYP#2 KING POST FASTEN 1TOP AND BOT, w/ 2)HTS20. / / CONNECTION T0: SELECTED. 00- DATE DBL. TOP PLATE (2)H8 < 1490 • o SPECIFICATIONS. 10• FASTEN POST TO FRAMING BELOW w (2>)CS16 OR 2 MSTA 0 STRAPS. OVER HANG / ( ) 04.26.06 HEADER (2)MTS12 < 2000 5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR. (3)16" LVL. ' SEE ARCH. SCALE AD PER SCHEDULE ADJACENT TO ALL DOOR & WINDOW 11. PROVIDE INTERMEDIATE JACK STUDS BETWEEN OPENINGS. EACH POST (2)HTS20 < 2900* OPENINGS. U.O.N. STRAPPED POST TO JACK STUD TO HEADER w/MSTA34 AND TO FRAMING BELOW W/ AS NOTED (2)HTS20+(2)H8 < 4390* (U.O.N.) 4 PLY 11 '/ LVL (2)CS10 STRAPS. JOB N0. SIMPSON LUS28 JOIST 4 CONTINUOUS w/(2)CS16. J-06-0173 *PROVIDE '/2"0 ROD ADJ. TO CONNECTORS 6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL HANGER w/ 8-10d GARAGE HEADER SHEET NOTE: TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE SCHEDULE IN COMPLIANCE WITH FBC--R TABLE R301.7, TO HEADER & TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO SECTION AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING TWO 4-10d TO JOIST. STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY (INSTALLED UPSIDE DOWN) ACROSS DBL. TOP PLATE FROM EA. OTHER, ��2SCALE: 3/4" = 1'-0" SHEET 4 OF 7 ! DESIGN SPECIFICATIONS: SIMPSON APPROVAL CODES: SPECIAL REQUIREMENTS AT WINDOW/DOOR OPENINGS, DESIGN CODE: 2004 FLA. BUILDING CODE - RESIDENTIAL (FBC-R) OCCUPANCY: RESIDENTIAL GROUP R-3 (SINGLE & MULTI-FAMILY) CONNECTOR FASTENERS CODE GIRDER TRUSSES. & WIDE ROD SPACING: MAX. ROD SPACING CONVENTIONALLY STRAP WHERE MAX. ROD THREADED ROD TERMINATES GIRDER TRUSS OR 1Q TOP PLATE SPLICE SHALL NOT Q5 WHERE ROD IS SPECIFIED ON PER DESIGN SPECS. SPACING IS EXCEEDEDlam , SEE DETAIL 7/S2.0. AT UPPERMOST TO PLATE DESIGN LOADS: ACTUAL AND UNIFORM A35 12-8dx1'/2" FL474.4 w NUT AND WASHER. IN DEFLECTION CRITERIA: , " NUT AND WASHER 1 BEAM w/ STRAP OCCUR BETWEEN THE KING STUDS PLAN ADJACENT TO GIRDER TRUSS / ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 AND TOTAL LOAD L/24Q LTPa 12-8dx1/� FL474.258 PER ROD NOTES 6" MAX 2 1 AND THE FIRST THREADED ROD. OR BEAM, LOCATE ROD WITHIN 6" ROOF LOADING cd=1.25 FLOOR LOADING (cd=1.00) H2.5A 5-8d EA. END FL474.115 7 6 MAX OF POST. �� Q2 PROVIDE FULL SHEATHING ABOVE TOP CHORD LIVE LOAD 20 psf ) TOP CHORD LIVE LOAD 40 psf J� WINDOWS, AND NAIL WITH 8d ® 3" 6 AT OPENINGS GREATER THAN I I SHEARWALL ! TOP CHORD DEAD LOAD 7 psf TOP CHORD DEAD LOAD 10 psf H3 4-8d EA. END FL474.116 WALL STUDS & V J O I SEE RLAN SHEARWALL, SEE PLAN I I BOTTOM CHORD LIVE LOAD 10 psf BOTTOM CHORD LIVE LOAD 0 psf O.C. EDGE AND FIELD. OMIT THIS 4'-2", ATTACH DOUBLE TOP PLATE H8 5-10dxl.5" EA. END FL1423.7 SHEATHING PER 6 I BOTTOM CHORD DEAD LOAD 5 psf BOTTOM CHORD DEAD LOAD 5 psf REQUIREMENT OVER OPENINGS IN TO HEADER WITH SPH4/6 ® 32" THREADED ROD 1 WIND LOADING - ASCE 7/02 - SEE SHEET SO.O FOR LATERAL LOADS AND COMPONENTS & CLADDING. BRG WALL SCHED. POST BELOW BALLOON FRAMED WALLS. MTS12 7-todxl'/2" EA. END FL474.325 O.C. IF CRIPPLE STUDS ARE USED TERMINATES AT IN GENERAL NOTES 1 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF & GENERAL NOTES. GIRDER, SEE ATTACH SPH4/6 TO CRIPPLES AND INTERMEDIATE SEE SHEARWALL SPECS.I HTS20 24-1odxl'/2" EA. END FL538.9 __ PLAN (3)FOR ROD SPECIFIED ON PLAN I I I FOR CONVENTIONAL I I BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN ACCORDANCE THREADED ROD i ATTACH CRIPPLE TO HEADER WITH LEVEL w/ NUT I I A A LlSTRAPPING ALTERNATE I I Lou Pontigo and w/ FBC SECTION 1605.3.1.1. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED SYSTEM PER ROD i' i ADJACENT TO WALL OPENINGS, H3. AND WASHER. MSTA24 9-10d EA, END FL1901.57 �� I I I TO BE USED AT ENDS I I BY 0.75 WHEN COMBINED w/ DEAD LOAD. TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS-TO-TRUSS NOTES AND PLAN LOCATE ROD WITHIN 6 OF KING _ Associates, Ince CALCULATIONS AND CONNECTIONS (UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED AND NOTED ON TRUSS LAYOUT) MSTA36 13-10d EA. END FL1901.59 STUD. (2)WHEN ROD SPACING EXCEEDS I I �/1 OF SHEARWALLS. I I RADON COMPLIANCE: BUILDING CONTRACTOR SHALL DETERMINE IF THE SITE IS LOCATED IN AN AREA WHERE LOCAL ORDINANCE �� X--+--X4--- W-I-------- 9-tOd EA. END SILL ANCHOR IN FILL �` ROUGH OPENING E ( 5'-4", PROVIDE AN ADDITIONAL I I REQUIRES COMPLIANCE WITH APPENDIX F, FBC-R 2004, "FLORIDA STANDARD FOR PASSIVE RADON RESISTANT NEW RESIDENTIAL MSTAM24 1 FL1901.61 BETWEEN RODS PER Q4 PROVIDE AN ADDITIONAL ROW OF " I I I I I I I I 496 Osceola Avenue _ ROW OF Sd NAILS 6 O.C. INTO FLOOR TRUSS T ' SEE ARCH. - --------I--- --+-�--------------------i I------- --� Jax. Beach, Florida32250 BUILDING CONSTRUCTION." IN SUCH CASES, HE SLAB-ON-GRADE SHALL BE CAST WITH A MINIMUM STRENGTH OF 3000PSI AND 5-/. x2-/, TITENS CONSTRUCTION SPEC. - 8D NAILS 6" O.C. INTO ONE OF DOUBLE TOP PLATE. STAGGER THIS OR JOIST. SLAB CONTROL JOINTS SHALL BE SEALED AGAINST SOIL-GAS ENTRY. CONTRACTOR IS RESPONSIBLE FOR FULLY COMPLYING WITH THE ® THE KING STUDS ADJACENT TO ALL NAILING TYPICAL NAILING. Ph.242-0908 Fax.241-9557 MSTC28 18-16d EA. END FL1901.63 I I 1 I I I I I I I STANDARD. �� OPENINGS (IN ADDITION TO OTHER I I I I I I CA# 8344 MSTC40 26-16d EA. END FL1901.64 ROD EMBEDMENT NAILS SPECIFIED IN GENERAL ,� I ZHEADER I I I I MATERIAL SPECIFICATIONS: _ DEPTH PER FOUNDATION, NOTES. OMIT IF WALL SEGMENT 6 I I I i I SEE PLAN I I I I CONTACT US WITH YOURCOMMI395 CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS MSTC66 38-16d EA. END FL1901.67 SEE PLAN MAX I I I I I ROD NOTES ADJ. TO OPENING IS LESS THAN 22-1od To TRUSS 18". i I I SHEA�PLAN WALL' I I �HEARWALLCGMMENTSC�LP-A.COM CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM MGT FL1423.15 XX 1 SEE I I I SEE PLAN NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN ACCORDANCE WITH ACI 530, t-'/2"0 ROD TO FTG. 1 7 11111111100-- THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. I I I I I I I 10-sos'/.x3" To TRUSS SEE 18/S2.1 FOR FASTEN CORNER POST = Q PHD2 FL503.27 GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF t-'/2"� R00 TO FTG. 4O" MAX SILL ATTACHMENT. TOGETHER w/12d COMMON t° I I I I I i I I I I PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED MULTIPLE STUDS AT 6» 8" 0 6" O.C. (STAGGERED). IN ACCORDANCE WITH ASTM C 1019. 14-sDs'/,x3" To Tauss ' END OF SHEARWALL, PHDS FL503.26 SEE SHEARWALL MAX FASTEN THREADED ROD FOUNDATION ADDITIONAL ANCHOR REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40. � + t-s/.'� Roo To FTG. SPECIFICATIONS. NOT SHOWN ANCHORING SYSTEM STRAIGHT CORNER POST PER DESIGN SPECS. BOLTS PER DESIGN SPECS. STRUCTURAL STEEL: SHALL BE ASTM A36. 18-1sd TO TRUSS 12 ANCHORING SYSTEM SYMBOL DEFINITIONS, HTT16 " FL503.20 SCHEMATIC AND SPECIFICATIONS NOTE: ONLY ONE } MELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. 1-/2 � ROD TO FTG. ' 52,0 SSP MAY BE USED IN LIEU OF SPH4/6. DBL. ROD INSTALLATION ROD IS REQ'D AT 32-16d To TRUSS HOWEVER, SPACING SHALL BE REDUCED BY HALF. TYP. CORNERS. S�-o ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. HTT22 FL503.21 VALID ONLY WHEN SIGNATURE IS IN BLUE!NK 1-'/,"d ROD To FTG. AND RAISED SEAL WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 20-SDS'/ 3" TO TRUSS ° 1'/ " 0 2x6 'x DOUBLE TOP PLATE (2)SIMPSON MSTA24 4 HD08 FL1463.25 PORCH HEADER, 1'/2" 0 2x8 1'/2" NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-%"e ROD TO FTG. SYP #2, MATCH SEE PLAN. AS A STUD-TO-PLATE 2 PLY 3 PLY STUD WIDTH. CONN. w/(12)1Odx1.5" DOUBLE TOP PLATE BEAM. BEAM. x REVISIONS BY ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): 6-10d TO HEADER NAILS SYP 2 MATCH SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET OR APPROVED EQUAL. LUS28 FL474.284 SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE SET OR APPROVED EQUAL. 4-10d TO JOIST STUD WIDTH. =N tD 14-16d TO HEADER I .. 12d NAILS N RATED SHEATHING, N x FROM OTHER BOUNDARY OF SEE DESIGN SPECS. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. Z-MAX OR SS. HUS26 FL474.284 SHEATHING CONSTRUCTION SPECIFICATIONS: 6-16d TO JOIST a a SIDE OF 2nd . . .. WALL FRAMING `� 2 ROWS 16d � 3 ROWS 16d PLY. EXAMPLE OF PANEL 36-16d TO BRG. MEMBER PER 11 52.1. _ _ " ROOF ASSEMBLIES: ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC-R CHAPTER 9. HGUS282 FL474.139 / cv COMMON WIRE c-t COMMON WIRE CEDGE w/ BLOCKING 12-16d TO BRG. MEMBER SHEATHING 0 12" O.C. ® 12" O.C. x • WHERE REQUIRED BY FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. IF THE FOOTING ELEVATIONS SHOWN OCCUR INA OMITTED FOR GENERAL NOTES, DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE 14-16d TO HEADER PORCH BEAM CLARITY. MIN EA. SIDE. EA. SIDE. COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS Hu410 6-16d TO JOIST FL1218.148 OPTION A (2)2x4 BELOW. "x23/4 FOOTINGS PROVIDE #3 0 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR TITEN(2)SIMPSON MSTA24 w/(4) /4 x2/4 CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. ABU44 %*0 ROD w 12-16d FL474.21 T1TEN SCREWS TO FTG. AND (9) NAIL SPACING AT _ / DOUBLE TOP PLATE 10dx1'/2" NAILS TO STUD. MULTIPLY LVL 2,x6 or 2x8 SUPPORTED EDGES, SYP #2 MATCH PORCH HEADER, NAILING PATTERN NAILING PATTERN NAILING PATTERN REINFORCED CONCRETE: DESIGN PER ACI 318 LATEST EDITION„ f'c = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS UNLESS ABU66 /,'0 ROD w/ 12-16d FL1725.1 SEE PLAN. GENERAL NOTES C STUD WIDTH. OTHERWISE NOTED ON PLAN) 2-3/e00 BOLTS TO BEAM BUILT-UP POST SEE PLAN. ' CC44 FL1218.12 FOR NAILING SEE DET. 5 S2.0. (2)2x ADD 3rd 2x / EXAMPLE OF UNSUPPORTED ; MASONRY: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS 2-5/,"0 BOLTS TO POST 3 ROWS S/ "� HEX WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS e (UNBLOCKED) PANEL EDGE. CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, 4-5/9"0 BOLTS TO BEAM HEAD THRU BOLTS w/ 2 PLY BEAM (TYPICAL) cC66 FL1218.18 ALTERNATE HEX NUTS & WASHERS 2x10 OR 2x12. SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED 2_s/•"m BOLTS TO POST (`Q�1�E�a1J FULL HEIGHT WITH - #4 ® 4-0 O.C. MAX. 4 AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. AT STEMWALL CONSTRUCTED SIMPSON HUSC28-2 ff4" SILL PLATE AND ® 24" O.C. 2OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND PA51 9-16d (EMBED ANCHOR) FL474.335 HANGER w/ 6-16d ANCHOR. N 2 ROWS 16d NAILING TO INTERMEDIATE VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A , TO HEADER AND COMMON WIRE SUPPORT IS 6" O.C. MAX. STUDS, ROOF MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD BE /a"� ROD TO FTG. PARALLAM PSL ® 12" O.C. HD1OA FL503.6 6-16d TO WALL BEAM. (SEE (LION) FLOOREJOISOTS. NOTIFIED, s " . 4-/a 0 BOLTS TO TRuss PORCH BEAM FRAMING. es a . . �� , a c . /2" CDX PLYWOOD FLITCH. EA. SIDE. -T PLAN FOR # 1 WOOD. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE SET SIMPSON EPDXY-TIE FL402.3 OPTION B A : OF PLIES) FASTEN w CONSTRUCTION- PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT LUMBER / INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR AT SIMPSON ACRYLIC TIE FL2304.1 OPTION A MAY BE USED IN LIEU OF ADHESIVE AND NAILED. NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA CS20 9-8d TO MEMBER EA. END FL1901.6 OPTION 8 AT CONTRACTORS DISCRETION (2)SIMPSON SPH4/6, --- PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PARALLAM BEAM FLITCH BEAM 6-10d TO STUD PORCH BEAM SPLICE DENOTED AS H10F OR H12F. BEARING WALL NOTES: HEADER NOTES: SPI FL474.384 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP #2 1. TYP. HEADER SYP #2 U.O.N. ON PLAN. 4-10d TO TO TOP PLATE 3 �4RQD ALTERNATE 5 ATTACHMENT OF BUILT-UP MEMBER 6SHEATHING NAILING DETAIL2. PLATES IN CONTACT w/ CONCRETE OR CMU SHALL BE P.T. 2. JACK AND KING STUDS SPF#2. WHEN CONNECTIONW 6-10d TO STUD S2•0 3. SILL PLATE ANCHORS PER GENERAL NOTES. 3. SEE DETAIL 7/S2.0 FOR TYP. FRAMING. SP2 FL474.385 OTE D S2.0 S2.0 S2.0 4. STUD SIZE & GRADE ON STRUCTURAL PLANS SUPERSEDE THIS TABLE, 4. HEADERS ON PLAN SUPERCEDE THIS TABLE. s-lod TO TO TOP PLATE 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. 5. PROVIDE (2)2x12 SYP#2 HEADER 0 GARAGE U.O.N. 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS. SP4 6-10dxl.5" TO STUD FL474.386 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. Q 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR SPH4 10-10dxl.5" TO STUD FL538.34 CONNECTOR F PART. ENC. EXP. 'B' & ALL EXP. 'C' ENCLOSED EXP. 19' FLOOR BEARING ELEVATION UNLESS NOTED OTHERWISE ON PLAN. TYPICAL CONNECTION DETAIL SCHEDULE ' SPH6 10-10dx1.5" TO STUD FL538.35 2nd LVL KING STUDS TO A SPH4/6 016" O.C. SPH4/6 032" O.C. GENERAL EPDXY EMBEDMENT: SEE ANCHORING SYSTEM BELOW FOR ADDITIONAL INFORMATION EMBEDMENT OF RODS OR REBAR 1st LVL FRAMING. " » DETAIL SIMPSON FASTENERS TO CONN. UPLIFT ( ) 4-1od TO STUD B CS16 032 O.C. CS16 032 O.C. CONNECTOR TRUSS/LVL HEIGHT CAPACITY SIMPSON PHDS HOLDDOWN / DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (LION), HOLES SHALL BE '/." LARGER THAN REBAR SIX AND '/a" LARGER THAN SSP FL1423.21 .. » 1-10d TO TO TOP PLATE Ir C SPH4/6 032 O.C. SPH4/6 ®32 O.C. 8A PHD5 14-SDS '/4x3" 11'/2" 4685 14-SDS'/4"x3". WHEN DOUBLE IS THREADED ROD SIZE. o Q MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE 8B HTT16 18-16d 16" 3480 SPECIFIED ON PLAN USE i'/ "SDS SHEATHING SPECIFICATIONS: 4-1 od TO STUD ``' D MINIMUM 2-PLY DSP FL1423.21 PROVIDE Z (2) MSTA24 TO 9 WIDE (2) MSTA24 TO 12 WIDE 8C HTT22 32-16d SINKERS 22" 5250 LVL OR TRUSS SCREWS INSTEAD. SHINGLE ROOF - 14/32" APA RATED SHEATHING, NAILED w/8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (0 GABLE ENDS 1-10d TO TO TOP PLATE Z " SOLID o LTT20B TO 4 WIDE LTT208 TO 6 WIDE 8D HDQ8 20-SDS /4x3 14 8325 •�� DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4-0 OF ROOF EDGE). v E y FOR HTT22 CONNECTION, NO CH 4-10d TO STUD BLOCKING HTT16 TO 9 WIDE HTTI6 TO 12 WIDE 8E HHDQ11 24-SDS V.x2'/2" 183/4" 11446 DBL. TOP PLATE AS REQ'D OR TILE ROOF - 19/32" APA RATED SHEATHING NAILED w 8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD 0 GABLE ENDS LTT206 FL1423.21 BETWEEN ' » z� "f / / ( 1-10d TO TO TOP PLATE F CS16 TO 4 WIDE CS16 TO 6 WIDE 8F HHDQ14 30-SDS /4x2/2 21 /2 14700 ,,�, �:�. ALL NAILING TO ENGAGE HEADER. DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). FLOORS. (2) CS16 TO 9' WIDE (2) CS16 TO 12' WIDE A`'� FASTEN PER SCHEDULE ON 0.1. ., .. " BRICK LINTEL SCHEDULE AND ._ `� WALL - 14/32 APA RATED SHEATHING, NAILED w/ 8d COMMON WIRE 0 6 O.C. EDGE AND 6 O.C. FIELD. PROVIDE 2x4 BLOCKING SIMPSON MSTC66 . . AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRECTION PERPENDICULAR TO WALL STUDS. MISC. BRICK SPECIFICATIONS CONNECTOR, PER ON TOP OF TRU. - , CONNECTOR A MINIMUM 2-PLY TABLE ABOVE. AND DOWN OUTSI[r ' Q FLOOR - 23/32" APA RATED STURD-I-FLOOR SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD LINTEL MIN. MAX. DOUBLE TOP PLATE TO WALL STUD. LVL OR TRUSS FACE OF' POST-,--;, 'f' s DIMENSION BRG. SPAN SYP#2 DOUBLE F"0 ROD, EA. D PORCH - 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE AND FIELD HEADER SEE SCHEDULE. TOP PLATE < OF HEADER, PROVIDE (OR GREATER) CDX PLYWOOD, w/ 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD L3'/2x3'/2x'/4 4 IN. 6 FT. CONNECTOR B I (2) RODS IF DOUBLE -'/,g" OSB, w/ 8d COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD. 2nd LVL WALL STUDS TO ATTACH 1 HTS20 (AVOID SON HTS20 IS SPECIFIED ON PLAN. 1_4x3/2 x/4 6 IN. 8 FT. 1st LVL WALL STUDS OR ZSIMPSON H3 AT SAME CONNECTOR D O 5:�:, TRIM OVERHANG (AVOID NAILING PROVIDE 1-MSTA24 HARDIPANEL SHEATHING: WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d NAILS 0 6" O.C. EDGES HEADER TO JACK STUD FROM TRUSS/LVL TO FOR PLACEMENT FROM OPP. SIDE ■ FRAMING CONNECTOR SPACING AS CONNECTOR A A307 THREADED DRILL . ,� ) / 1_5x3'/2"x'/. 6 IN. 10 FT. POST/BEAM TO POST. » OF STRAPS FASTENED EA. JACK & FIELD. WHEN SW-3 IS NOTED FASTEN WITH 8dx2/2 GALV. COMMON WIRE. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING AND EPDXY, 12 EMBED ,� STUD TO HEADER. AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL BLOCKING AT 48" MAX „ , ROUGH OPENING SEE ARCH. INTO MONO. SLAB FTG. 5/g 0 ROD EA. C L6x3/2 x/4 6 IN. 12 FT. KING STUDS AT OPENINGS LESS THAN 4' 1/2" ROD- - V(23/4" MIN. EDGE DISTANCE) SIDE OF TRUSS (wo EXTERIOR ANO INTERIOR SHEARWALL SPECIFICATIONS: SHEATH PER WOOD PANEL SHEATHING SCHEDULE BELOW, WITH 2x BLOCKING AT JACK STUDS PROVIDE SPH4/6 AND ANCHOR s ,. ALL PANEL JOINTS. EXAMINE ALL SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS. 1_701/2'Y/4 6 IN. 16 FT. CONNECTOR E ®DLT OR ROD ANCHOR WITHIN BUILT-UP POST, /8 ROD 8A, BB AND 8C WHEN IS SPECIFIED ON PLAN, KING STUD TO FOUNDATION. " SEE PLAN FOR ATTACHMENT- '/g"� ROD '0 8b­,", D PROVIDE THIS CONNECTOR ASSEMBLY � UNLESS SHEARWALL ANCHOR WOOD PANEL SHEATHING: SW-# INDICATES WOOD PANEL SHEARWALL. PROVIDE NAILING AND ANCHORING AT EACH END OF 6" IIS PRESENT. AT FOUNDATION 1"0-'R© --W-$E & 8F ON BOTH SIDES OF LVL/TRUSS. SHEARWALL PER SCHEDULE BELOW Q.B. AS INDICATED ON PLAN. PROVIDE DOUBLE STUDS AT ENDS OF SHEARWALLS. (KING STUDS AT 1. STEEL LINTELS TO BE MIN. 36" LINTEL MUST HAVE HEADER MAY SERVE AS DOUBLE STUD). IF CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END STUDS TO FIRST FLOOR WALL CORROSION RESISTANT COATING OF EPDXY BASED PAINT. TYPICAL LOW HEEL TRUSS HEADER U) FRAMING w/ (3) CS16 OR AS INDICATED ON PLAN. 2. LINTEL MORE THAN 8'. SHOULD BE LATERALLY CONNECTION CONNECTION CONNECTION LABEL NAILING & END ANCHORAGE OF SHEARWALLS " sSUPPORTED NOT TO EXCEED 6 FT.'O.C. w/1-'/4x3" WD. SEE 18/S2.1 FOR DETAIL 8H --� SW1: NAILING- 8d COMMON WIRE NAILS 0 3 O.C. EDGE & 6 O.C. FIELD ANCHOR- !/."o ROD QFC (2)/2"0 RODS SCREWS INTO HEADER PROVIDE A /2 VERT. SLOTTED CONNECTOR C SILL ATTACHMENT. DETAILS 8A 8B 8C 8D 8E 8F DETAIL 8G SW2: USE SW1 NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS ANCHOR- w/ (2) 5/8"0 RODS HOLE FOR SCREW. 1st LVL WALL STUD TO SILL PLATE TYPICAL OPENING DETAIL SAND � SW3: NAILING- 8d COMMON WIRE NAILS 0 6" O.C. EDGE & 6" O.C. FIELD ANCHOR- w/ '/2"0 ROD 3. BRICK VENEER SIDING: HORIZONTAL TIES 0 24 O.C., 7 CONVENTIONAL STRAPPING SCHEDULE HIGH UPLIFT TRUSS OR BEAM CONNECTIONS WHEN 8 1 1 ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 1/2"0 A307 THREADED RODS, ORIENTED VERTICALLY VERT.,TIES 0 16 O.C.. PROVIDE /16 0 WEEP HOLES NOTED AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE 0 33 O.C. IMMEDIATELY ABOVE FLASHING. S2.0 SSP MAY BE USED IN LIEU OF SPH4/6 HOWEVER SPACING SHALL BE REDUCED BY HALF. S2.0 TOP PLATE, PROVIDE A 3"x 3"x'/4" THICK STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE z TIGHTENED NUT. (TYP.)THIS SYSTEM ELIMINATES THE CONVENTIONAL STRAPPING REQUIREMENTS OF WOOD FRAMED CONSTRUCTION (I.E. FASTENING SCHEDULE W STUD-TO-PLATE TIES, BOTTOM PLATE TO FOUNDATION TIES, FLOOR-TO-FLOOR STRAPS, AND HEADER TO JACK STUD STRAPS) TRUSSES PARALLEL TO WALL: UNLESS OTHERWISE NOTED IN THESE DOCUMENTS. FOR WOOD MEMBERS 1 (U.O.N. ON PLAN) 2x6 SYP#2 NAILER FASTENED TO ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE 4 LARGER THAN THE DIAMETER OF THE DBL. TOP PLATE w/10d @ 3 O.C.. THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN CONN. 8d COMMON CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY MEMBERS TYPE CONN. TRUSSES PERPENDICULAR TO WALL: CONVENTIONAL ROOF FRAMING SCHEDULE NAILS 0 3" O.C.(TYP) 2x12 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2x6 SYP#2 BLOCKING BETWEEN E.A. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS ONE-HALF TURN JOIST TO SILL QR GIRDER TOE NAIL 2-16d TRUSS. FASTEN TO DBL. TOP PLANE ASPHALT SHINGLE CONCRETE TILE BELOW w/ ERSEC4-12d NAILS AT EAC ROOF SHEATHING, SEE RAFTER INTERSECTION. OF A STANDARD WRENCH (APPROXIMATELY 25 FT.-LBS. OF TORQUE). w 10d 0 4" O.C. ROOF RAFTER MAXIMUM SPAN MAXIMUM SPAN UPLIFT CONNECTOR ® DESIGN SPECS. BRIDGING TO JOIST TOE NAIL 2-8d E.E. / (SYP #2) » " EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURED 024 O.C. 016 O.C. 024" O.C. 016" O.C. DBL. TOP PLATE PRE-ENG TRUSS OVERFRA R�4FTi;" FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 FRAMING AND 3" IN 2x6 FRAMING. PROVIDE 6" EMBEDMENT FOR " SEE PLANT, MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMWALL AND CMU AND ICF INSTALLATIONS. SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16dO 16 O.C. 2 x 6 9-6 11 -6 8-6 91-911 (1) H3 � 4-12d TOE NAIL (1) A35 OR 4-12d TOE NAIL44. TOP OR 0 PAT T T FA NAI -1 2 x8 139-O 15-0 11,-6" 13'-0- (2) H3 DR 8-12d TOE NAIL �-� T AMAX SOLE PLATE D STUD CE L 2 6d •/ " " » _ (2) A35 QR 8-12d TOE NAIL •' GENERAL UPLIFT REQUIREMENTS: AT WALLS INSTALL /� • A307 THREADED ROD ANCHORS PER DETAILS 1 & 2/S2.0 WITH M •0 " » I.• SIMf�s6k -,P7-2 O- w/10 8d COMMON SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" O.C. AT INTERIOR BEARING WALLS, AND AT ALL CORNERS AND WALL 2 x 10 16-6 19-0 13'-9 17'-0 (1) MTS12 (2) A35 1. Wf•I�I USE DETAIL ONLY IF INTERSECTIONS. ALSO, LOCATE AT SPECIAL ANCHOR LOCATIONS INDICATED ON PLAN. INTERIOR PARTITION WALLS AND INTERIOR STUD TO SOLE PLATE TOE NAIL 3-16d NAILS, FROM' RAFTER TO LEDGER 0•� SPECIFIED ON PLAN 2 x 12 19'-0" 23'-0" 16'-3" 19'-9" (2) MTS12 (2) A35 PROVIDE 2x4 SPF#2 BLOCKING ``1 BEARING WALLS WITH NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS MAY VARY, SEE SHEARWALL :;SIMP ON H2.5 w/ 10-8d NAILS SPECIFICATIONS ABOVE AND PLAN FOR LOCATION. AS AN ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING DOUBLE STUDS FACE NAIL 16d® 12" O.C. �_ �M LEDGER TO ROOF MEMBER. PER 7/S2.0 FOR INTERIOR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE ANCHORING SYSTEM. NOTE: TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-16d /t6" OSB OR 3/g" CDX USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERED WOOD ROOF TRUSSES. AT USE THIS DETAIL TO ' � " PLYWOOD FASTENED TO CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD DETAIL BELOW FOR ROOF MEMBER,. ALT. TO BOTH H2.5 ABOVE DATE SILL PLATE CONNECTORS: ALL EXTERIOR WALLS & INTERIOR SHEARWALLS, PROVIDE /2 x6 Ig THREADED ROD ANCHORS w/ 2x2x/4 0 FASTEN OVERFRAMED :.. „ , .. , " " 16d016" O.C. TRUSS OR CEILING JOIST ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. WHEN USING TWO H3 CLIPS ON 1 /2 WIDE SEE PL ,�. ` ''.; PRODIDE MTS12 OR CS16 11.03.05 OR 1 /2 x1 /2 x/g 0 PLATE WASHER DRILLED & EPDXIED 0 40 OC BETWEEN ANCHOR RODS INCLUDING BENEATH WINDOW SILLS. CONT. HEADER TWO PIECES FACE NAIL HEADER PER PLAN. ROOFS, VALLEYS, ETC. eo. EDGE �. LUMBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. WHEN USING TWO A35 CLIPS w/8d ® 3 O.C. EDGE � .y, DIRECTLY BETWEEN OVERFRAM NG ROOF AND CEILING FRAMING: REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT SHEATHING CEILING JOIST TO PLATE TOE NAIL 2-t6d WALL FRAMING AND 12"O.C. FIELD ON 1'/2" WIDE LUMBER, STAGGER CLIPS VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL BE PROVIDE©LID SPI"'#2 BLOCKING RAFTER & ROOF MEMBER. DESIGN/DRAWN JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED TO BLOCKING WITH PER 11/S2.1. STRAPPED TO NEAREST MAIN ROOF RAFTER. AT PANEL JOINTS ADJACENT TO LAP MRG PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. CONT. HEADER TO STUD TOE NAIL 3-16d P.T. POST OR BOX (N. OF O*ERFRAME RAFTERS FRAMED COLUMN, T�.. 1•R`US$`'FRAMING. CHECKED MENUS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL BE RESPONSIBLE FOR CONSTRUCTION MEANS, - =�� LAP METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS CEILING JOIST TO ROOF RAFTER FACE NAIL 8-12d PORCH ROOF SEE PLAN. PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT 11: LED GER OVER FR AM E RAFTERS SHEET DOCUMENTS. RAFTER PLATE TOE NAIL 4-16d 9 TRUSS CONNECTION l 10 CONVENTIONAL ROOF SCHEDULE LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER OTE D S2.0 ARE LIMITED TO THE FOLLOWING. CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND BUILT-UP CORNER STUDS FACE NAIL 16d0 12 O.C. S2.0 S2.0 , REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND 1 ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. I UPLIFT CONNECTION � + PER SCHEDULE. WALL TUD / (1) SIMPSON A34 '/,x" OSB DIAPHRAGM 2x- SYP#2 CONT. ATTACH TO DBL. ROD, NUT AND 2x8 SYP#2 CLIP EA. RAFTER. FASTEN TO NAILER w/ TOP PLATE AND TRUSS w/ 10d SYP#2 2x4 NAILER WASHER PER RIDGE BEAM - FLOOR DECK. FLOOR DECK. (1) ROW 10d @ 4"O.C. ATTACH SW SHEATHING TO @ 3" O.C. EDGE OF 2x_ MAY FASTENED TO TRUSS NOTES HEADER, PER 10d0 4" O.C. ADJACENT TRUSS. BLOCK ALL OVERHANG DBL. TOP PLATE. r� FASTEN TO TOP PLATE w/ WOOD ROOF TRUSS. BOT. CHORD w/(2) HEADER SCHED. OPE ING { PANEL EDGES. NAILING TO 0 0 ., F , � �: '/is" OSB DIA. FASTEN TO (2)ROWS OF 10d 4"O.C. W000 ROOF ROWS lOd ® 3" O.C. MATCH SHEARWALL. TRUSS. ATTACH SW SHEATHING FASTENED TO SHEAT ING / �• TO ADJACENT TRUSS. WITH 10d 3" O.C. \A' 4-16d TOE NAILS ` ", �` /,� TOP PLATE w/ (2)ROWS 10d I EACH RAFTER TO 6-12d COMMON �4�` EP EN[f bF CEILIN JOIST % ��' 4" O.C. & 2x4 NAILER w/ 2 G ;,,,;, ;:/ j „ 2x4 SYP#2 CATS AT 1 BLOCK ALL PANEL ' WOOD ROOF O.C. FASTENED TO TOP SHEATHING FASTENED TOP PLATE , v y,> TO ROOF RATER :TYP): :; ;i /,.' ,;, (1) ROW 10d ® 4 O.C. GIRT & FASTEN RS -"'�`%�'�' ' 11'/ " 16" MAX. ;r.Vii/ i, TRUSS. 4 EDGES. NAILING TO KING AND JACK FPER 18/S2.1. ROOF TRUSS j' lvbr (TYPICAL) MAX. PLATE w/(4)12d COMMON. MATCH SHEARWALL. TO TOP �PLIATE w/ STUDS PER ?#2 LEDGER ATTACH TO ° _ 10d @ 3 C. s •� ° o o 1�-�'�,, °o o ° FLOOR FRAMING Lou Pontigo and HEADER ---- STODS @ 16 O.C. w/12d CSM SYP#2 2x4 NAILER SYP#2 2x4 NAILER FASTENED FASTEN TOP PLATES SCHEDULE '`;,, MON WIRE NAILS PER _. ,., FASTEN TOP PLATES :_.SCHEDULE BELOW. 2x6 SYP#2 CEILING JOIST w/ INTERIOR SHEARWALL. FASTENED TO TRUSS TOGETHER w/ 2 ROWS TO TRUSS BOT. CHORD w/(2) EACHEENDAwS TOGETHER w/2 ROWS Associates, Ince VERTICAL 8-42d NAILS EACH END, BOT. CHORD �w/(2) OF (4)10d BETWEEN ROWS 10d @ 4 O.C. / OF (4)10d BETWEEN REACTION LEDGER SIZE & NAILING ROWS 1 O 0 4 O.C. (3)10d COMMON EACH STUD, 2x SPF DIAGONAL 0-775 6 w/(5) NAILS @EACH STUD (q;,6MPSON H3 '/6" OSB (ON ONE SIDE) BLOCKING EACH STUD. SHEARWALL OR TOE NAILS 496 Osceola Avenue IF SHEARWALL IS ALIGNED DIRECTLY SHEARWALL SHEARWALL EXTERIOR WALL Jax. Beach, Florida 32250 BLOCKING FASTENED CLIP EA._JOIST. WALL STUDS AND PANEL BETWEEN FLOOR TRUSSES BENEATH FLOOR TRUSS, OMIT HORIZ. SHEARWALL 776-1250 xB w/(8) NAILS @ EACH STUD �,�.:; r Ph.242-0908 Fax.241-9557 w/(2) 12d E.E. SHEATHING CONY. (2x4 SPF ALL AROUND). ATTACH OSB & EXTEND WALL SHEATHING TO TOP AL 1251-1540' x10 w/(10) NAILS 0 EACH STUD r,:; STRAP PER 7/S2.0 TO DOUBLE TOP PLATE w/5-16d FLANGE OF FLOOR TRUSS. CA #8344 1540-18F`} 2x1w/(12) NAILS @EACH STUD f {� NAILS BETWEEN EA. FLOOR TRUSS. ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE D CONTACT US AT: ANCHOR WALLS TO FRAMING w/SIMPSON MTS30 0 32" USE THIS DETAIL AT EXTERIOR USE THIS DETAIL WHERE ROUGH OPN'G, SEE ARCH. LEDGEW-4 t'ES: '401EN OVERFRAMING FALSE DORMER OVER ROOF WALLS THAT TERMINATE SHEARWALL RUNS PARALLEL COMMENTS�LP-A.COM WHE A LGER IS INDICATED ON PLAN AND NO TRUSSES PROVIDE 2x4 BLOCKING BETWEEN TRUSSES ® PERPENDICULAR PARALLEL BETWEEN ROOF TRUSSES. TO THE TRUSSES. NOTE: TRIM WALL SHEATHING TO MATCH TRU ES BSER AT THAT LOCATION, THE LEDGER 16.1,"-O.C.' FASTEN BLOCKING EACH END w/ SIMPSQN A34, TO FLOOR FRAMING TO FLOOR FRAMING USED ATANY ERNATE ANY SW,MAY BE EXCEPT RADIUS WINDOW FRAME BY f 1/2" IS BtfiN•�"SED TO ATTACH THE ADJACENT ROOF D .;.tJE A 2x6 LEDGER PER SCHEDULE ABOVE. AT SW-2. AT SW-2, USE ATT ROOF DECK PER GENERAL NOTES. ALTERNATE A AND REDUCE TYPICAL 4" NAIL WINDOW FRAMING LEDGER CONNECTION WHEN 3 DORMER ROOF FRAMING 4 SHEARWALL FRAMING AT FLOOR SPACING TO 2" O.C. 5 SHEARWALL FRAMING AT ROOF RADIUS IND �r S2.1 OTED S2.1 OTED S2.1 S2.1 �21 GREATER THAN 3'-6" SHEATHING WALL NOTE: IF SHEARWALL IS SPECIFIED ABOVE ADJ. ROOF VALID ONLY WHEN SPH4/6 ® 32" O.C. NO PA51 REQUIRED. ON PLAN AT THIS CONDITION, UP TO HIGH DBL. DBL. TOP PLATE. OR EXTEND SHEATHING FULL HEIGHT SIGNATURE IS IN BLUE INK (2)SIMPSON MSTA24 SSP @ 24" O.C. SIMPSON MSTA24 FLAT TOP PLATE. STRAPS FROM GARAGE STRAP AT EA. SUPPORT SPH4/6 0 32 O.C. DOWN TO FLOOR FRAMING & FASTEN AND RAISED SEAL DOOR HEADER TO JACKS STUD. (TYP) DBL. TOP PLATE. OR '' DECK LEDGER OVER WALL SHEATHING 8d COMMON JACK STUDS. '/2"0� ROD, UNLESS SSP @ 24" O.C. WIRE NAILS �, TO BLOCKING / - REVISIONS BY SHEARWALL SPEC. '/2 0 ROD, UNLESS " REQUIRES GREATER. ; @ 3 O.C. 1 SHEARWALL SPEC. TYPICAL GARAGE HEADER/JACK CONNECTION F' 2x6 SYP#2 RIPPE TiO REQUIRES GREATER, �� THICKENED SLAB GARAGE HEADER. GARAGE HE�cDEf\`:\ 4'/4" DEEP EAC : _ E EDGE 0 GARAGE :> OPENING. SIM26, F PA 1 RAP ANCHOR 71 \` SHEATHING WALL DOWN401 ' ` \ PORCH FRAMING SEE PLAN. ADD SIMPSON PA51 STRAP WHEN /4 `` SE ./ 2,1 1+' R VARIOUSTO INTERSECTION OF2x4 BLOCKING GARAGE WING WALL < 3'-6" ` >>° FLOOR FRAMING. STUD WALL FRAMING' BETWEEN EA. TRUSS. FLOOR DECK. WATER PROOFING, SEE ARCH. EMBEDDED IN CONC. FILLED ' ;1N5TALL TiC�N OPTIONS. w 2x SOLID BLOCKING _ / ATTACH AT EACH WALL w STEM WALL. FASTEN TO KINGS ..�•`R 4;�?,:�;` (1)5/." ROD AT \�`� R � 8 SYP#2 _ , w v (3)2x STUD CORNER CENTER OF WALL ALT&N1_ATE RETROFIT FOR PA51 STRAPS �_) EACH SIDE 8d COMMON WIRE AT SHEATHING-�tDGE STUD w/ 3-16 NAILS cn af SLOPE, w/ 18-16d NAILS. _ - -� TO LEDGER ® 3" O.C. / �� SEE ARCH. FLOOR DECK. AT EACH FRAMING FLOOR TRUSS SEGMENT ,2-MSTAM24 FLAT STRAPS EACH SIDE INTERSECTION. -3/4" �,�/ ,ter OF STEMWALL TO JACK STUDS. FASTEN 3 TO. Y 4 OR JOIST. P.T. SILL PLATE '"' TYPICAL GARAGE WING-WALL > 3'-6" TO STEMWALL w/ (5} 3/16" TITAN _ ROOF \ / (MIN. 6-16d BETWEENCONT. 2x RIM 0ARD A RN '= RET R FIT FOR PA1 TRAP MASONRY SCREWS AND TO STUDS w/ 12d ® 4" O.C. VERT TRUSS OR EACH TRUSS) (TYPICAL} �MSTA ' FLAT STRAPS EACH SIDE 9-10d COMMON WIRE NAILS. JOIST _ Y ROOF TRUSSES PERPENDICULAR '10006 1- TEM ALL TO JACK STUDS. FASTEN SIMPSON PA51 STRAP (STAG. w/ NAILING ;. SIMPSON H3 C P ' TO 'STEMWALL w/ (5) 3/16" TITAN EMBEDDED IN GARAGE` FROM OPP. SIDE) `' ;' THICKENED SLABEDGE. DETAIL B 2x12 SYP#2 LEDGER EA. RAFTER. .. ,r�;, SONRY SCREWS AND TO STUDS w/ CONTINUOUS 2x6 SYP#2 v CONT, w/1 0-12d COMMON t' .. �_.,,� HEADER, SEE PLAN. SHEATHING. 9-10d COMMON WIRE NAILS. FASTEN TO KINGS w/ , f LEDGER, SEE LEDGER ;� WIRE NAILS @ 16 O.C. 16" MIN. EMBED. °"� -''' 18-16d NAILS. :.PF�OVIDE ABU88 HOLD NOTES TH SLAB THICKENED SLAB � & (3)SDS X"x3" WOOD OF PA IN THICKENED SLAB `y=-�� ,� SIMPSON LUS28 JOIST HANGER THICKENED SLAB i�RAGE EDGE @ GARAGE 'flOWN AT BASE, U.O.N. SCREWS ROWS 0 32 O.C. FILLED STEMWALL. GE ® GARAGE EDGE 0 GARAGE OPENING. OPENING. TO JOIST. TO HEADER AND 4-1014 OPENING. '/2"0 ROD, UNLESS ROOF TRUSSES PARALLEL TO JOIST. GARAGE WING-WALL < 3'-6" ALT, A SHEARWALL SPEC. OPENING. F ;_ REQUIRES GREATER. DETAIL A -� BUILT—UP WHEN 6 GARAGE WING WALL ELEVATION WHEN 7 GARAGE CENTER WALL ELEVATION �:{ WHEN 8 COLUMN POST MEN 9 WALL ADJ, TO ROOF FRAMING WHEN 10 TYPICAL PORCH FRAMING OTED S2.1 STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. OTED S2 1 STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. DYED S2.1 TWO STORY OTED S2.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND OTED S2.1 WALL SHEATHING AND STUD FRAMING. GARAGE WING-WALL < 3'-6" ALT, B 2x SPF BLOCKING a 4-16d EA. SIDE IF UPPER PLATE BREAK OPTION 0 IS USED, AT BREAKS IN UPPER PLATE OF DOUBLE TOP RIPPED TO FIT '� c� TRUSSES ON BOTH SIDES OF BREAK SHALL PLATE THE FOLLOWING OPTIONS ARE ACCEPTA LE: �J WITH GAP SHOWN BE STRAPPED WITH A MINIMUM OF ONE H8. A INSTALL SIMPSON LPT4 CENTERED ON BREAK CENTER ROD ON JOINT IN UPPER PLATE CONVENTIONAL ROOF FRAMING, UPPER PLATE BREAKS THREADED ROD, PER SPACING. -'7-C PROVIDE ROD WITHIN 12" OF JOINT EA. SIDE, ROOF SHEATHING PER SEE ROO1r°FRAMING PLAN OR 6" MAX. 4' SPLICE, MIN. (TYP) D OMIT ABOVE REQUIREMENTS, IF NO ROOF TROSS '••� IS LOCATED WITHIN 12 OF BREAK ON EITHER IDE. CONSTRUCTION SPECS, SHEATHING MAY SCHEDULE 10/S2.0. STRAP FROM 2ND TERMINATE AT TOP 2x4 SYP#2 DIA. & HORIZ. STRAP FROM 2N0 FLOOR FLOOR STUDS TO FASTEN ROOF TRUSS AT EDGE PRE-ENGINEERED WOOD OF DBL. TOP PLATE. I i OF HIGH SIDE OF WALL WITH Q CEILING JOISTS PER TABLE BRACING 0 24" O.C. STUDS TO 1ST FLOOR 1ST FLOOR STUDS I I DBL. TOP PLATE NAIL UPLIFT CONN. LONG ENOUGH DBL. TOP PLATE NAIL ROOF TRUSSES. BETWEEN OUTER WALL & STUDS SEE UPLIFT CONIN•. SEE UPLIFT CONN. " „ TRUSSES WITH BELOW w/ 8-12d COMMON UPLIFT CONNECTOR, PER w/lOd x 3 t�D 8 O.C. TO ENGAGE STUDS. ALIGN STUD UNDER HEEL —O FIRST INTERIOR TRUSS. SCHED. OMIT ® THREADEID SCHED. OMIT ® LOWER TOP PLATE. w/lOd x 3" @ 8" O.C. CLIP, PER UPLIFT WIRE NAILS EA. END INTO SCHEDULE 10/S2.0 AND TOE NAIL EACH END ROD ANCHOR SYSTEM THREADED ROD STAGGARD. (TYP) 6 MAX. STAGGARD. (TYP) `••r/ CONNECTOR SCHED. RAFTERS. (TYPICAL) 2-12d TOENAILS EACH w/4-12d NAILS TYP ANCHOR SYSTEM SEE LEFT SIDE OF RAFTER. (TYP) ------- SEE I I WA I FOR INFO. I I IF HIGH SIDE OF LL S INDICATED AS A SHEARWALL, DRYWALL CEILING AND NOT SHOWN INSTALL DBL. 2x BLOCKING STUDS FASTENED w AT PART. ENCLOSED I / CONT. RIBBON IN FIRST TWO STUDS SPACES DBL. TOP CEILING JOIST BOARD (TYP) BUILDINGS, BOTTOM PLATE SYP 2, I I 1Od x 3" �0 6" O.C. CHORD BRACING PER # I I „ STAGGARD. (TYP) TRUSS ENGINEERING. MATCH STUD WIDTH. FRAMING SCHEDULE FLOORI I FASTEN (2}MSTA36 AT INSIDE INSTALL AN ADDITIONAL '/2"0 ROD, UNLESS SHEARWALL JOIST MAXIMUM SPAN TRUSSES - --- I I FACE OF SHEARWALL OR BEND THREADED ROD AS SHOWN. SPEC. REQUIRES GREATER. MAX OR JOIST. AROUND ENDS AT NON-SHEARWALL. CLIP FROM DBL. TOP THREADED ROD Qg. NON-STRUCTURAL, (SYP #2) ®24" O.C. ®16" O.C. WALL FRAMING � I FLOOR TRUSSES J I PLATE HEIGHT CHANGE TOP PLATE BREAKS �--�— PLATE TO STUD, SEE OMIT WHEN USING SOFFIT SEE ARCH. PER 7/S2.0. CEILING LINE I OR JOIST. UPLIFT CONNECTOR CONVENTIONAL 2 x 6 11'-9" 12'-9" I I IF NO THREADED ROD QFC ANCHOR Q SCHEDULE, QFC STRAPPING. EXTEND SHEATHING „ I I ' " VERTICALLY TO TOP 2 x 8 15-0 17-0 BOLT IS LOCATED AS SHOWN PROVIDE 2x STUD WALL FASTEN /2 � ROD, UNLESS OMIT AT THREADED WALL FRAMING I WALL FRAMIING I ROD SYSTEM. DBL. TOP PLATE OF TRUSS AS SHOWN. 2 x 10 19'-0" 21'-6" / / BUTT JOIN" A '/2"0 THREADED ROD ANCHOR BOLT TO BLOCKING w/ SHEARWALL SPEC. PROVIDE 2x4 BLOCKING " PER 7 S2.0. I PER 7 S2'.0. I w 1 " PLATE WASHER. 4-10dx3" NAILS. REQUIRES GREATER. / /� SYP #2, MATCH 2 x 12 23'-3 26'-390BLOCKING OR SOLID w STUD WIDTH. AT HORIZONTAL JOINTS. - 1 11 1_z r I TRUSSES WITH ATTIC DESIGN CRITERIA: PROVIDE AT A DISTANCE OF NO LESS MIN. OF 3-12" BLOCKS. 10 PSF DL, 15 PSF LL PT. SYP#2 Q J H HEEL > 1'—0 SILL PLATE THAN 6" AND NO MORE THAN 12" FROM NOTE ONLY ONE ROD IS MAX. MIN. ALL BUTT JOINTS IN THE SILL PLATE. REQ'D AT TYP. CORNERS. r7i ROOF AND WALL FRAMING MEN 12 CONVENTIONAL RAFTER 13 FLOOR TRUSS & WALL FRAMING SILL PLATE BREAKS 14 STANDARD WALL FRAMING DETAIL CORNERS Q S2.1 OTED S2.1 FOR INFORMATION NOT S2.1 S.�21 SHOWN, SEE 11/S2.1. 2x4 SYP#2 DBL. TOP PLATE FASTEN (2)2x4 EXT. STUDS TO ROD, NUT HEADER BELOW w/ SIMPSON DET 2x SPF RIPPED TO FIT & WASHER HEADER, PER PPE ING (2)CS20 STRAPS (9)8d NAILS A ARCH. DEPTH REQ'D. SHEATHING PER NOTES HEADER SCHED. SHEATHING, PER SW-1 - I 3x3 PLATE 2x4 SPF#2 STUDS SPECIFICATIONS. EACH END. (TYP. EA. END) * LTP4 MAY BE CONT. AT w WASHER. AT 16" O.C. (TYP) OMITTED IF JACK I w GIRT/VERT END I ,. PROVIDE NOTCHED AND FITTED (2)2x8 / I I V)of JOINT. FASTENER /2 0 RODS 0 48 O.C. SYP#2 w/ PLYWOOD OR OSB SPACER TO INSTALLED UNDER a (2)2x8 SYP#2 2x4 SYP#2 SCAB I MIN. OF TWO ON EA. FACE , SUPPORT HANGING WALL @ 48" O.C. MAX. ( ) # BELOW BOTTOM FASTEN (2)2x4 EXT. STUDS TO I BOX BEAM. OF GLASS AND MIN. (1) /i 0 THREADED ROD w/ 3x3 ALIGN WITH HANGING WALL WHEN TRUSS w/ SPACER. PLATE FACE-NAIL TO RATED SHEATHING TO RUN HEADER BELOW w/ SIMPSON ' LTP4* ON INSIDE FACE w/6-12d KING & JACK WITHIN 8" OF MITER. WASHER TOP & 1'/2 O WASHER PERPENDICULAR TO WALL. '/z ROD TRUSS TOP CHORD CONTINUOU _ �(- TO INSIDE (2)CS20 STRAPS (9)8d NAILS - BOT. RECESSED IN LOWER PLATE. , TOE NAILS TOP & BOT. STUDS PER w/12d NAILS @ 3 FACE O HiMNtY FRAMING. EACH END. (TYP. EA. END ; FASTEN MULTI-PLY �.. '`T ', HEADER SCHED. DROPPED HEAD 3 DETAIL A—A O.C. (TYP EA. SIDE) (TYP} a. sf OPTION A BOX BEAM BETWEEN DET : ` STUD PER 5/S2.0. 2X6 OR 2x8 T& (2)12d TOE ,,�� >;; AN OR SILL NAI E.E. A-A _01 (BOTH ENDS)TYP. ,r w �:''; WINDOWS IN TWO STORY FRAMING TO MATCH WALL PLATES SEE LS I -Yf' ' 2-A35 AND THICKNESS w/ SCHEDULE (MIN) STANDARD ROOF TRUSS 90. 45' Q$, 22.5' STUD CORNER OR JOIST• 2-SIMPSO MSTA24 ROOF TRUSS �_� .A�e> � � � a, r MAIN 6-12d TOE 12d ® 8 O.C. ROUGH OPN'G, SEE ARCH. POST. 2 H3 EA END CORNER OF GLASS STRAP TIE j BENT AT ' ,� ,"�.,, . :�;; HOUSE NAILS TOP DET (TYP) ( ) AND WALL. CORNERS w/22-10d BY OTHER. a. _ .._ ,o , - , EXTERIOR AND BOT. B " 12d COMMON NAILS, USE WALL SHEATHING - 2)2x5 HDR. AT WALL. 2x SPF RIPPED HEAD & SILL FRAM(NG IN 1st 1-SIMPSON 8 MAX. 8 (ap 111/4" FRAMING,, ELEVATI01 iE' SHEATHING, `ELEw�bF TOP { TO FIT ARCH. A35 TOP AND TO 1st PER SW-1 PLATE: FASTEN TO OR 2nd FLOOR OF SINGLE STORY WALL A ROD. 6 0 7/4 FRAMIhfG, y (3)2x SYP#2 FLAT WISE ZSPECS. ! S. S w/SIMPSON DEPTH REQ D. BOTTOM w/ 16" 4 0 5'/z" AND :`�'"� HEADER PLATES. LAP • HUC26-2 HANGER = 12-8dx1'/2" MAX " INTERSECTING PLATES. WHEN USE DETAIL ONLY IF ---- -% U SHEATHING TO 1st 90' Q$ 45' 3�� FRAMING. SEE 5/S2.0 FOR NAILING NAIL CORNER w/ NOS SPECIFIED ON PLAN ---- - (TYP. EACH END) i x. Q CONT. AT ROD. MITERED 22.5' GYP. OF BUILT UP MEMBERS. 12d IN EACH PLY HEAD AND SILL FRAMING & FASTENING SCHEDULE USE 9 0 11'/ W GIRT/VERT GLASS CORNER OF `� , SEE SECTION B FOR FRAMI G, 7 0 7'/4 �ux4 S AT cn JOINT. ROUGH YP 2 MIN. HEAD OR MINIMUM GLASS & WA1„{c� . ''WATERED GLASS, 2x4 SYP#2 SC + „ i OPENING SILL PLATES FASTENER E.E. ;DESIGN & ATTACHMENT STRAPPING REQUIREDDATE a-12d ELEVATION BY OTHER. ALONG OUTSIDE CORNER FRAMING,,'S @ 5/2" BELOW B TG�11I (2)2x4 SYP#2 BLOCKING BELOW 0•C• < 4-4 1 # TOE NAILS PLATE TOE-NAIL TO TRUSS TOP r. ' TYP OVERLAP SIDE ( )2x4 SPF 2 PLATE FACE-N4* Tt"3 ;; I ( ) WALL TOP PLATE I HEADER, is 6'-4" (2)2x4 SPF #2 (1)A34+ 2-12d - OF WALL ELEMENTS. AND 3 2 FRAMING 11•03.05 TRUSS D CHORD w/(4) 12d NAILS EACH SEE PLAN. TOE NAILS \ DESIGN/DRAWN w/12 -ICS_;i ,. I END (TYP EA. SIDE) AS SHOWN (TYP.) < W-4" (3)2x4 SYP #2 (1)A34+ 6-12d (3)2x SYP#2 COLUMN, SEE 5/ i� NAILING TOE NAILS OF BUILT UP MEMBERS. AT BASE PROVIDE LTT206 A SECTION AT HEAD B SECTION AT ORNER LAP/MRG O.C. (TYP EA.. SIDE) I KING JACKS PER SCHED. E 12'-0" (3)2x6 SYP #2 (2)A35 TOE IS CONNECTOR OR ALTERNATE PER LEGEND ON THIS CHECKED "� SEE 17/S2.1 FOR BOX GIRTS REQUIRED BETWEEN SHEET ALSO PROVIDE THIS CONNECTOR AT CORNER ` LAP �' WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. POST OF KNEE WALL AT MITER. ——— — NX OPTION B. SPECIAL BOX BEAM BETWEEN PLAN ELEVATION PLAN DOORS/WINDOWS IN TWO STORY FRAMING SHEET iv SILL & DROPPED ***15 CHIMNEY FRAMING DETAIL 16 CHIMNEY FRAMING PETAIL ,7 BOX BEAM DETAIL 18 HEAD FRAMING „,SEN 19 MITERED GLASS OPENING FRAMING S2.1 (ON TOP OF ROOF) S2.1 (ON SIDE OF BUILDING) S2.1 S2.1 OTED S2.1 ■ r CMU/CONC. BOND BEAM AT 8x8 PRE-CAST LINTEL, SEE TOP OF WALL, SEE 17/S2.2 4/S2.2 FOR OVERALL LINTEL DEPTH AND REINFORCING. 4 44- �f-I- �8rr 8" 8" CMU WALL TYPICAL WALL AS PER PLAN JAMB REINF. REINF. SEE r SEE 2/S2.2 SCHED. ON PLAN. FOR OPENING OVER 4'-4" FOR OPENING TO 4'-499 OPEN BOTTOM - •• • ..'N :<' TO 9'-4" WIDE, PROVIDE WIDE, PROVIDE 1-#5 25" LAP MIN. 1-#5 VERTICAL EACH a• LINTEL BLOCK, 2-#5 VERTICAL EACH VERTICAL EACH SIDE CORNER, INTERSECTION, - - - OPEN BOTTOM _I WITH 2-#5 TOP •. a `; ,, ,- Lou Pon igo and I I I °- ` 3-#5 VERT. 0 SPACING INDICATED � 00 �j LINTEL BLOCK, '- � � & BOTTOM � �. '•�.� ,�f«�, ' ���. � Ln � y SIDE OF OPENING. OF OPENING. a Associates, Inc. • ON PLAN OR SCHED. N N WITH 2-#5 TOP z 0 �. ALL OTHER ROUND CMU S U A R E C M -;. S U A R E CMU 496 Osceola Avenue ?� • ; 8" CMU WALL. a OPENINGS PILASTER PILAS R '' PILASTER .lax. Beach, Florida 32250 12 THRU 24 USING PILASTER,,"- F Ph.242-0908 Fax.241-9557 a 8 x 12 CMU J co m m NOTES: E SOC BUILT 0 8x1 BLOCK TYPICAL WALL OPENING N _j J J 1) USE THESE LINTEL DETAILS U.O.N. ON PLANS. - - CA# 8344 REINF. SEE 2) FOR OPENING LOCATIONS, SEE ARCH. PLANS. 12 2-#5 2x12 2-#5 WALL ELEVATION SCHED. ON SEE PLAN LB-# " " " " " CONTACT US AT: #5 HORIZONTAL TIIE BEAM SEE PLAN 3) PROVIDE 8 BEARING EACH SIDE OF OPENING. 14 0 - 2-#5 :`_,. 14 x14 -- 2-#5 16 x16 - -#5 PLAN. REINFORCING (ONLY ONE ( FOR 4) GROUT LINTEL SOLID. 16"� _ 4-#5 .\''I<16"x16" _ 4-#5 COMMENTSC4�LP-A.COM HOOK VERTICAL WALL REINF. AT BAR SHOWN FOR CLARITY). ) 20"0 - 4-�5 ."" 71,4>0 20'x20' - 4- 5 '• #5 00 DESIGNATION 5) BOTTOM SHALL BE A SOLID PRECAST LINTEL. 18rr0 4- '8��x18�� 4- 5 20 x20 - 4- TOP OF WALL INTO CONC. TIE j -' BEAM OR CMU BOND BEAM. IF 22190 _ 6-#5 �:\ ,`= 22r,x22� _ 8-#5 24"x24" - 8-#5 Q PLAN VIEW AT TYPICAL 3 Z WALL TERMINATES AT STAB, _, 24 x24 8- C� w J HOOK REINF. INTO SLAB. i.; N WINDOW DOOR OPENING • - - - w p ZZ a_ w 0 N OW (A Q� ~ N Q w Z w FILL ALL CELLS SOLID a W �Noa WITH GROUT THAT wN 2 CMU JAMB REINFORCING 3 TYPICAL HORZONTAL CORNER SPLICE 4 TYPICAL CMU LINTEL TYPICAL CMU PILASTER REQUIRE VERTICAL O Cn Z WHEN 5 Z REINFORCING AND ALL a 52,2 S2.2 S2.2 OTED S2.2 CELLS BELOW GRADE. VALID ONLY WHEN p JOINT REINF. SIGNATURE IS IN BLUE INK AT 16" O.C. Z zo AND RAISED SEAL Q� � J • U 3 Qwzw Uj o _j V)O a_ O cwn 0 FOR ATTACHMENT OF DIAPHRAGM REVISIONS BY J U a PROVIDE DBL. 2x4 SYP#2 BLOCKING BETWEEN FLOOR TRUSSES. ATTACH DWLS. TO MATCH `- ADDITIONAL ANCHORS ARE REQUIRED AT TO DBL. LEDGER w/12d COMMON o VERTICAL REINF. CONT. SILL PLATES. SEE CONSTRUCTION AT 4" O.C. STAGGARD. SPECIFICATIONS FOR SIZE AND SPACING. PORCH FRAMING, SEE PLAN. (TYP. U.N.O.) PLAN SECTION 1 ROW 10d 0 24" O.C. ~ `�"'� '� ( ) FLOOR DECK, = 1-Vj CLEAN OUT HOLE . o ,.., , SEE WATER PROOFING (SEE ARCH) a_w Ul v STAGGER w/ EPDXY ANCHOR CMU WALL. FLOOR DECK, SEE w= AS REQUIRED. 10d 0 4 O.C. CONST. SPECS. 3o J Uj o Uj FROM OPP. SIDE TO AVOID FILAR DE SEE TYPICAL WALL FRAMING CONST. SPECS. vwi� SLOPE, J 00 CONFLICT. 'CONS"F f�ECS. FLOOR DECK, SEE AND ANCHORAGE PER SEE ARCH. - FLOOR DECK. WALL FOOTING CONST. SPECS. CONSTRUCTION SPECS. �r SEE PLAN. -1111-8x16 BOND BEAM W/ • ` ' =' CONT. RIBBON CONT. 2 RIM BOARD 1-#5 T&B CONT. HIGH HT. GROUTING NOTES: t ' BOARD (TYP) FLOOR TRUSS (TYPICAL) PRE-ENGINEERED WALL SECTION 1. MAXIMUM GROUT POUR HEIGHT SHALL �' OR JOIST. •EZAFLOOR TRUSS SIMPSON H3 CLIP ` `'� FLOOR TRUSS OR JOIST. BE 12'-0". HEADER, SEE PLAN. EA. RAFTER. ..� i8x16 BOND BEAM w/ LOW HT. GROUTING NOTES: 2. IF HIGH LIFT GROUTING IS USED, REINF. SIMPSON ITT16 JOIST 2 2x8 P.T. SYP 2 FLOOR TRUSS PRE-ENGINEERED ( ) # 1-#5 T&B CONT. SHEATHING. 1. USE 5'-0" GROUT POUR HEIGHT FOR SHALL BE FULL HEIGHT AND A CLEANOUT HANGER (TYP) 6i FLOOR TRUSSES. DRILLED & EPDXIED LEDGER w/ 5/e"x8" OR JOIST. SIMPSON LUS28 JOIST HANGER BAR SIZES #3 THRU #5. HOLE IS REQ'D AT CELLS WITH REBAR. 2x4 SYP#2 DIA. & HORIZ. • (2)2x12 P.T. SYP#2 w/ 6-10d TO HEADER AND, 4-10d -� THREADED ROD ANCHORING. A.B. AT 24 O.C. (2)2x8 P.T. SYP#2 LEDGER w/ BRACING 0 24 O.C. SYSTEM SEE CONST. SPECS. s TO JOIST. s •• " BETWEEN OUTER WALL & LEDGER w/ /8"0x10" 7 2. USE 5'-0" GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PLACED IN 5' LIFTS 8x16 BOND4M w/ . - /e 0x8 EPDXY ANCHOR 16 FIRST INTERIOR TRUSS. A.B. ® 16" O.C., 2x12 SYP#2 LEDGER BAR SIZES #7 AND ABOVE. TO PREVENT BLOWOUTS. 1-# &B 1✓QNT. O.C. (TYP) TOE NAIL EACH END 8x16 BOND BEAM w/ :' STAGGERED CONT. w/10-12d COMMON 3. SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND STRUCTURAL s " w/4-12d NAILS (TYP) 1-#5 T&B CONT. WIRE NAILS 0 16" O.C. NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND GROUTED PARALLEL PERPENDICULAR Cn CELL SIZE. CELL SIZE. ,�•- = -_ �� 1 TYPICAL WALL REINFORCEMENT WHEN 6 WALL/FLOOR LEDGER CONNECTION WHEN 7 FLOOR TRUSS 2nd FLOOR FRAME WALL WHEN 8 WALL FLOOR LEDGER CONNECTION WHEN 9 PORCH FRAMING DETAIL OTEo OTED S2.2 S2.2 OTED S 2.2 NO S2.2 S2.2 TYPICAL CONNECTION DETAIL SCHEDULE *DRILL & EPDXY ANCHOR THESE CONNECTORS w/12" EMBEDMENT INTO 8x16 BOND DETAIL SIMPSON FASTENERS TO CONN. UPLIFT GROUT FILLED CELLS CONNECTOR TRUSS/LVL HEIGHT CAPACITY 5/8'•0 ROD 0 14A, 14B, AND 14C 14A PHD5* 14-SDS 1/4 x3 11/2 4685 STD. 90' HOOK BEAM (TYP) 14B HTT16* 18-16d 16" 3480 1/8"o RODS C� 14D M 14C HTT22* 32-16d SINKERS 22" 5250 : � - - `- 14D H008* 20-SDS ' 4x3 14" 8325 s\\ Q ZG� w MIN. 2-PLY CONNECTOR, PER ���s SIMPSON F TR w/ \;,,, -11 .- a LVL OR TRUSS L TABLE ABOVE. ��-'� • 18-SDS'/ x,d TO " I 8x16 BOND 16d T ILS 0 8" SYP#2 TOP GIRDER TRUSS AND BEAM (TYP) 0 � 8 CMU WALL. PLATE 2x8 P.T.TOP PLATE r' 2-'/2 0x5 TITEN HD. ROM,80T CHORD -'� O �fRIJISS X10 DBL. - WHEN QAI�, IS SPEC. 4',, r. ..`<�' 18" 8x16 CMU BOND ON PLAN, PROVIDE THIS 6 r, . . . . . . . . . . . „� BEAM w 1#5 T& ., CONNECTOR' ASSEMBLY 1'/2" SEE PLAN. ON BOTH SIDES OF F FASTEN 2x8 P.T. SYP#2 LVL/TRUSS. a " CS16 PROFILE �• ' ¢ SIMPSON CS16 WINDOW/DOOR BUCK TO 8 STRAP ® 24" O.C. CMU w/ 1/4"0x23/," TAPCONS TYPICAL CONNECTION LOW HEEL TRUSS CONNECTION BENT AROUND WD. DETAILS 14A,14B,14C,14D DETAIL 14G Q 0 24 O.C. INSTALL 3 MIN. PLATE, SEE RIGHT EACH SIDE. TYPICAL UPLIFT CONNECTOR SCHEDULE AT CMU WALLS SEE SO.O FOR ` "a FOR PROFILE. SIMPSON ALLOW. TRUSS INFORMATION SUPPORT FASTENER NOTES f'= CONNECTOR UPLIFT PLIES NOT SHOWN. a 2x8 P.T. SYP#2 t , SINGLE PLATE H3 455 1 PLY (4) 8d TO PLATE do (4) 8D TO TRUSS Q WINDOW/DOOR BUCK 8x16 BOND BEAM SINGLE PLATE (2) H3 910 1 PLY CONNECTOR MUST BE ON OPPOSITE SIDES OF f ATE. 1-#5 T&BAO '� PLATE & CMU H TSM20 & H3 1630 1 PLY (4) `/4"x2"4" TITEN SCREWS TO CMU do (8) 10d TO TRUSS. f` �_#5 VERTICAL TO TOP ADDITIONAL FRAMING AND NAILINGy. CMU WALL (2)HTSM20 2350 1 PLY FASTENERS MUST BE ON OPPOSITE SIDES OF PLATE. OF BOND BEAM STEP. SEE S0.0 FOR REMAINDER OF " " X-BRACING INFORMATION. LGT2-(7) /4 x2/4 TITEN SCREWS TO CMU do 16) 16d SINKER _ v•_�' PLATE & CMU LGT2 & (2) H3 2690 2 PLY TO TRUSS. rio DETAIL NOT S \)O"O CMU WALL LGT3-SDS2.5 3685 2 PLY 4-3/sx5" TITEN HD TO CMU do 12-SDS '/4x2'/," TO GIRDER. USED ,1 MASONRY WALL STEP WHEN 12 GABLE END BRACING WHEN 13 STRUCTURAL WINDOW/DOOR BUCK OTED OTEO S2.2 SEE 1/S2.2 FOR INFORMATION NOT SHOWN. 14 UPLIFT CONNECTOR SCHEDULE - CMU S2.2 t S2.2 S2.2 S2 2 NOTE: PROVIDE TYP. CONNECTION AT TRUSSES AS SHOWN BELOW. TRCONNECTIONSH WN N PLAN HA SUPERSEDE THISTA ROOF SHEATHING PER CONSTRUCTION SPECS. SEE&LEFT FOR INFORMATION ROOF TRUSSES NOT SHOWN, AND SEE 11/S2.1 OR JOIST, FOR BLOCKING REQ'D WHEN SIMPSON MBHA 1' 2" VERT. EDGE DIST. 1/2"o RODS ® 48" O.C. MIN. OF TWO � " TRUSS HEEL < 1'-0". D TO TITEN SCREW. FASTENED TO , • ON EA. FACE OF GLASS AND MIN. (1) /2 0 THREADED ,RW w U3 MASONRY WALL WASHER TOP & /z 0 `�V� HER CONVENTIONAL ROOF FRAMING, WITHIN 8" OF MITER. CEILING JOISTS PER SCHED. SEE ROOF FRAMING PLAN OR SIMPSON HUC410 T&B w/1-ATR BOT. RECESSE N. LOW% LATE SCHEDULE 10/S2.0. FASTENED TO CMU 3/4"x8 EMBEDMENT ' , ' • ,�°` ' BELOW w/ 8-12d COMMON ' SIMPSON A35 T&B, WIRE NAILS EACH END INTO WALL w/18-3/16"x23/4" AND TO JOIST RAFTERS. TYPICAL TITEN SCREWS AND TO w/18-10d NAILS. ' EACH SIDE. FASTEN w/ PRE FORMED STOP JOINT REINF DRYWALL CEILING & ) • JOIST w 10-10d NAILS. t STA ARD STUD / `„ CC��NER POST FILLER AT PART, ENCLOSED ' _' 12-8d x 1'/2" NAILS EACH. MATERIAL AT CONTROL JOINT BUILDINGS, BOT. 8x16 BOND 1-SIMPSON HGA10 FRAMING CHORD BRACING, PER BEAM w/ CLIP TOP AND BOTTOM w/ O • • O TRUSS ENGINEER. CONT. TTYP. DRYWALL CEILING, SEE ARCH, CONNECTOR A CONNECTOR B 4-SDS'/4"x1'/2" TO PLATE & ;% WHEN USE DETAIL ONLY IF O •• TYPICAL P.T. PLATE SIMPSON HUC410 SIMPSON MBHA 4-'/4"0x3'/4" TITEN MASONRY ' NOTED SPECIFIED ON PLAN w w JOINT REINF. CMU WALL, SEE CEILING JOIST X Z (#)2x8 SPF#2 0 16" O.C. BACKER ROD 210, P.T. SYP#2 PLAN FOR TYP. NON-STRUCTURAL, FRAMING SCHEDULE SCREWS TO CMU WALL. STRUCTURAL MULL CAULKING w/ /z 0 x24 A.B. WALL REINF. . SOFFIT SEE ARCH. CONNECTOR NOTES: SPLICE TOGETHER w/ DEPTH OF CAULKING OR JOIST MAXIMUM SPAN 1. CONNECTORS TO BE ATTACHED TO FULLY GROUTED CMU WALL. MITERED 90' Q$, 45' • ••• ONE HALF THE WIDTH '/2 0 THREADED ROD SHEATHING VERTICALLY TO (SYP #2) 024 O.C. 016 O.C. REINFORCED GST GLASS CORNER OF DATE • • 2 ROWS 12d COMMON TOP OF TRUSS AS SHOWN. 2. ATR IS ALL THREADED ROD. FILLED CMU, SE,V,16LAN;',1 GLASS & WALL OF THE HEAD JOINT WIDTH OF DRILLED & EPDXIED " r " 11 .03.05 WIRE NAILS 0 12 PROVIDE 2x4 BLOCKING AT 2 x 6 11 -9 12#-9" F` O.C., EACH SIDE HEAD JOINT w/ ,8" EMBEDMENT AT HORIZ. JOINTS. " " '`� DESIGN 24 O.C. w/ Wx12 2 x 8 15-0 17-0 3. MBHA SHALL BE INSTALLED w/ATR USING SIMPSON SET <; DESIGN/DRAWNELEVATION PLATE WASHER. 2 x 10 19'-0" 21'-6" EPDXY-TIE 63/4" MIN. EMBEDMENT REQUIRED. ATR TO BE 3/4" x �. LAP/MRG 2 x 12 23'-3" 26'-3" 8" LONG, GRADE A307 OR BETTER. CHECKED (#) MAXIMUM NUMBER OF PLIES AS PERMITTED TRUSSES WITH ATTIC DESIGN CRITERIA: 4. SKEWED CONNECTOR OPTION IS AVAILABLE FOR BOTH HUC410 'SECTION AT HEAD, R SECTION AT HEAD, LAP BY MULL WIDTH, SEE ARCH. HEEL > 1 -O 10 PSF DL 15 PSF LL AND MBHA. INSTALLATION IS SIMILAR TO DETAILS ABOVE. v SHEET SEE 19A/S2.1 SEE 19B/S2.1 WHEN 15 WOOD MULL WEN 16 CMU CAULKING 17 ROOF AND WALL FRAMING �.,� ,8 CONVENTIONAL RAFTER WHEN 19 MASONRY HANGERS WHEN 20 MITERED SLIDING GLASS DOOR FRAMING OTE D S2,2 OTE O S2,2OTED S2.2 FOR INFORMATION NOT SHOWN, SEE 17/S2.2. OTE S2.2 OTED S2 2 S2.2 Ay�y ,4-5 ®. ROOF - ROOF C0N.ST­;,-- - _1 .________­_ - - . - KEY NOTES0 ASPHALT BUR, MODIFIED BITUMEN HOT MOPPED ASPHALT `Z ROOFING SYSTEM PER MFG.S RECOMENDATIONS AND 11410L W 11A ' x SPECIFICATIONS FOR MIN. 120 MPH WIND LOAD. SEE ROOFINGk4hAr-e1z , �L�l� 1 NOTES SHEET A-1 `�--� .s"��Zx Z sco T&L MTL QSYNTHETICTISTUCCO FINISHHING ON XSYSTEMOTRIM.G W/ 1-1/2"x6' OVER 1"x4p SUa)TI_F- x®'Cd SIDE INDE "m _ THIRD FLOOR p C i --S { Aa�c,�E . Installs Into The Side Of i' TF RD FLOOR g — — 33 1/2' GWB ON 2x WOOD STUDS (TYPICAL) f2ESSU2r: '1.. Wood, Steel Or Concrete Beams..4 TLEM ® 22'-8'AFF 5/8' GWB ON CEILINGS (TYPICAL) �• HAI0I)eA1,0 L(SWG) (SWD) (SWC) PRE ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. SEE � FLOW Scv1Ta _ (DISTRUCTURALDRAWINGS - (D5/8- SYNTHETIC STUCCO FINISH SYSTEM ON 1/2- DENS-GALSS EXTERIOR ;rtESSUR� I SHEATHING NAILED AT 6' OC. 0 ALL EDGES AND 12" OC. IN FIELD ON 2x6 �� 2 2 ao ° I N M3 WOOD STUDS 0 16" OC. INSTALL PER MFG.S SPECIFICATIONS & x.�, E °n RECOMENDATIONS (TYPICAL THRID FLOOR I i - ^y I ' _ M ♦ ) c END vmv HIGH IMPACT RESISTANT SINGLE HUNG VINYL WINDOW FRAME, SCREENING Sc � � t3ALsl FLDtJ CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL t'2kJEniTa�Z . : f'i �r CLEAR GLAZING, - BY ARCHITECT do OWNER. (TYPICAL ALL WINDOWS) SEE WINDOW SCHEDULE _ I kE. t 7 5/8p STUCCO FINISH SYSTEM ON 8- CMU, (TYPICAL FIRST & SECOND FLOOR.) FD CDaurJ;rLTicmiT,� D'lAb � 'i �a.AVAILABLE ID USEWIT11 L.---J ( 71s'ALLTIIR£ADROD 8 p IN COMCRETE� . e _ e6 SECOND FLOOR S 1/2- GWB ON 2x WOOD FURRING ON 13-CMU �� �f A IN STEEL/ SECOND FLOOR - — Pur- S E L 1 — .01 3,000 PSI, 4' CONC SLAB W/ 6x6" 10-10WWF OR FIBERMESH, ON VAPOR -- BARRIOR ON CLEAN TREATED SOILD, (TYP) - SEE STRUCTURAL DRAWINGS 1O 3,000 PSI, CONC SPREAD FOOTING FOUNDATION - SEE STRUCTURAL r to DRAWINGS Sma-L fI AL _ w b 11 34-38" HT. DECORATIVE RAILINGS W/ BALUSTERS 4' O.C., - E . Url�cdt GROUN,o PROVIDE SUBMITTAL W/ DETAILS FOR REVIEW BY OWNER AND ARCHITECT 42" HT. DECORATIVE GAURD RAIL WITH D RATIVE 9 ' 12 BAL STERS 4 O.C.PROVIDE SUBMITTAL W/®D TAS FOR t TA_1 FIRST FLOORREVIEW BY OWNER AND ARCHITECT. F1 ST FLOOR _ i GARAGE FLOOR BUILDING SECTION A-5 SCALE 3/16"=V-0 - _ FARE SPRINKLER NOTES: 3 1 A-5 A. SPRINKLER SYSTEM POINT OF SERVICE 1258-O/e FROM THE .G'° LOOPED WATER MAIN SEE 8r9-0" 20'-0'° SETBACK B. SPRINKLER SYSTEM TO BE DESIGNED AN CK _ C. auIILDi G 13,2-002& S*C ASSI&FIEDPAS2Q,fSYOt_[1 31 -6 // l 728-10" 20o-8" D. SPRINKLER SYSTEM TO BE DESIGNED TC cPRtNKI.ER CPACtNG To RE. 165 SQ.FT, F ALL SPRINKLERS TO BE QUICK RESPONS 125.0' ® ® _ PROPERTY LINE E. CAIFTFIRE LINE IS TO BE PROPERLY V� _ -> - _ _ _ ® - - F. FLOW TEST RESULTS AREA AS FALLOW' _ � BASED ON CURENT. FLOW PEST AND PRE G. WET, SPRINKLER SYSTEM TO HAVE CONI DRAIN `SALVE, PRESSURE ( TAMPER SW THAT MEET NFP A 13 PAVER WALKWAYS -T°"" r o H. THE CITY OF <{'T .,': d�►. WATER DE B.R.L _ — _ — - — - —--—- -- a A CKFLPREIB_EM WITV MICRDBIAL INDUCED C 1 i, BACKFLOW iS l y, D[JUBLE CHECK WITH " TO RE U/1 i �, J MUST ALL SBiRIN ST RD FOR COMPOFiREs SPRINKLER Fre Srr PLEXI CV � PROPOSED I PAVER DRIVEWAY COVERED I W/ PAVER ACCENTS CONCRETE THREE-STORY PAno i o w CMU & FRAME I TOWNHOME I _ BUILDING ca d-F rtev> 39 R I COVERED Jacksonvi I PCONCR ATIO ETE ,.-..,�.�wG>� ; i `, f � ` z � I I 8 13 �,. ,��Ir"''td� I DRIVEWAY y%pgVER ACCENTS w 6XI 6H, �sef E I I ` i �r o` TAPr: PAVER WAUCWA'YS Fire Sprinkler Services l 125.08 _ l „ OAr'!'RACTOii: of N.E. Flat. P.O. Box 23787 .Jacksonville, FL 32241-3i 2 TowM kou.Se Rv(LVINIC) $8 900C_eam G1Vd, SITE PLAN N FIRE SPRINKLER DES1I dv 12° SCALE 1/8 0 2° ®° SCALECONTRACT NO, p sk�wr: 1 3 . I 1 72'-9%" 8'-8" 8" 22-11Y2" — 13'-4" 7'-0" 2—0" 9' 8'---4" 3•_4 7/�" 3'-0" 4'-OJT" 9'-4" 2'— 7'•--0" 1'—$" 14—1 6 - 6 i It 00 co M 4 5 Nom' ( EL R _ 3 3 s s a 7tw O OPEN 6 i 2 co N co o PATIO ;� f I M N N � I I DINING a I HA' PATIO ow r-� �—i "� ® LIVING Q) coOK f c� tp y W� TiLITY I 2 1` 6 o KITCHEN � I � BATH 2 Ir— �. _r..... :. .. � IAS° . I I ® 7 �-- I OVENS 1 REF+G —1 � �� I I � e� 4 ----— --—i ---- --- -- - —_.__ —I— `�J• ————-- to a �.-.J -� ,I , co co co 8*1 0 I t;n �— e N i r LVENSJLR��G. --- I � - (+.� loo .. .ASC WIC PANTRY I �> I j in 1 —6 6 -=^zvf-TF LIN I A14 ` COOK (� I 8$—Ow AA am 8'-0" I o TOP I 17'-9 " �" ©r. _ 5=544 6 —9 —6 4 944 t--41 LIVING TT TT Op r °w j 1 0 16 HALL Al2 8 � DINING' � � 4 a 4 s ad' °j El PATIO N u7 N s $" 8" , PATIO B A18 4'-3�" A13 a © OPEN ° °d. 4 N 3 ® �I I 1 co i 3 d- 3 , 4 n 6 0 i B ® � .. EL EV OR t 1'-4 9 " 8"4,>s� sil)I 4 5 os I 6 a AN V-21 C C C J C � O C c 1►—$" 7'-0" 2—O" 9'-4" I t "-4" 3'-4" 14'-1�i�" 3►_O" 4'-048" 9,-4" 12F- 8$_lr 8" 22'-1142"_ 13'-4" 18°-07 " " 8'-8" 72'-97/8" —__ —,T 1 CONSTRUCTION SECOND FLOOR PLAN — 2' 6' N SCALE 1/4"=1i'-0" 0 1, 4- i 1 3 72'-939 5 '° 23'-2" 13'_4" 18'-0%" 8'-8" 1'-8" 7'--0" '-6" 6'-0" 4°-211 6'-8" 4" 3'-4" 4'-3V" 6'-0" 3'-8" 4'-84" g'-.0" 4°-1 OY4# R '-4! 8 ' —4*7 1 1 i\5,* I - -14 5 I= CLOS 8'-2" c� - ELEV OR I o PATIO O I I - 4'-3 o o I I I 4 OPEN ^� BELOW )III Z IML �d. �m = s : N BEDROOM co 2 Fill 1JOY 5h7 WIG I " " cVHALL 6 - 3» N 0 I ® 5 I I .. s---- .-- I ) _ I I I s o ,V I I a I N s �.,• to 3LAUNDRY60 rmwpmp� �'$I I I WIC s ' MASTER iv PATIO 6 as ,. 74 V;JBATH 4 BATH 3 Y ; I I SINK !– — — –1 I– —' '1 �A/c UTILITY WASHER DRYER I ( i i: I 7 LPDL------- - ——-- I ( } p �r-s I I I I i -I--- ---- ----I- L-,j ��'� I 7 a L._.J I I \J Q c° 7 o I co N N 00 uo IS w w irw�� w w w� w w a w ior�w� w w w .�wrr w w rye® rer w w.w'ai� w w wwwww w w �� w w rws w w �� w w �� w w w��� w w wwwAw w w s w ��® w w maw+w r w I ' co _ _ ! .J O I cep i o I l i I -r- - ------------1- O t I I ----- i N C,r UTILITY WASHER DRYER I f PDL _ s s " °, sl L.—.—.J L_._. .J IA/C �i o I » O I f cv MASTER c �: 18 —7 BATH 3 9 0 �. 8—13/4 I L3_� 10 9 BATH 4 II t.y4._._._.� 4 M PATIO �F AAp UTILI I^ WIC / 3'-6" 8. �° 6 i o E I f A21 IN 1J _ to O o ,� =. A25 1 E A24 I A22 I r 1 " A23 — 3 I WIC H® "�ALL 4 6 5 d- °' z BEDR00 2 co F �► i = I .I 1 • cj N N F%fV4 6$—onF iv = BEDROOM 3 - N • 91-110 •I " A26 It o V p _ ` 41-3rj" 4 N - I PATIO OPEN I °? 0 60 I 3 `r = b 8'-2" ELE1/ "OR a I CLOSET 1�(-4 8 ,.._ " 8"4" •1 = o _. 6 I1 = I _ r - co N "� z lC,% = 1 I 13 E=3' O o f .. . 0 O 0 O " 4°-10y�' " 7'=0" ,,8" 6'_.0" 4'-2" 9'-8" 3'-4" 4' .3}�" 6'-0" 3'-8" 4-$Y4 9®0.. _.._. 11 " 0 23'--2" 13'-4" 18'--0�" 8°-8" _.. _ 72'-97/8" - — —+T 1 1A, CONSTRUCTION THIRD FLOOR PLAN N 2' 6° SCALE 1/4"=1'-0" 0 if 4' qo i Ole,,) 0U.-Ion r ur` q t Sa tl'A i F1 Sid a { r ' S;T OPERTYL.INE -- - 1 �- 3 PAVER PATIO .•; 19'-8" 33"�-11%" �,.. � 1°_8w �, 1 —$ 71-0" 2—0 3—4 8 3—$ 10 ._.4 3 — 5°-7 3'-4" 2'-0" los—Alp18'-0" c, } /T 342 O ------_- - - - - - - - - - Z - - - - - - - - - - - - - - -- -- - - - - - -- - - _ ---- I . Rz � — — -- — — a — — _----- 00C' 4 00 Ell I I �p e I -R, ❑ d ! I 2 ® ` I CLOSET I I I -- ---EL R I k t+1 FOYER Am y I ! I CLOSET I i CONC. PATIO rviol I AL O sap r O 'ap II BA ❑ °j C AE iII IIII 17 XEL E 0 R cv ❑ BEDR <LCLO I Bl 521 2—CAR LEQUIP. It A/C L. -J TH 1 r it L�ta � s I wicDo I I SINK UTILITY HWH ),W.S.S� ! I s coc0 •- _ — — — — — — .v — - _ al IIP _ • _ _ / 111 • i - � ® 111 >•1 11 f ¢ I I O HWH W-S.S 1 ELECT I —�-- ------�— �'\.f•� '...� PANEL. I I I s i WIC j ;: I unuTY i+7 114^��1 I f S� tQ o SINK ° w I 6'-1" L P g'_p 12—10% 5 ,� 21'-0" s — '.. . • «v.a.as:+wa:?r, xaa*_Wrcavrs »•va xe:;.:,«u. irv.,;:ux :,a:.trr.¢:�e... +wxx: . .. :ras,ri»:-:.mr . +M-ar '•^+,wxww.otiriw 411 i +cri A07 ® A/C Qr co A06 I i ELEV. A10 I EaulP. GARAGE 1 I s L� = oo R BED R OM 1 � L._.J iJ._.I� ❑ I 0° I ❑ o 1 ° I TN ell C-4 8" CO04 NC. PATIO N CLOSET i 09A04 A03 A11 I I = I _ I o I c I s 1 I I CD FOYER A02 O r' 4 5 ___---= --- ----- --- 00 T= I i D CLOSET j ►_ �° 8*4"EL OR ^ A01 A rf a 1 ® I ,: I �. ''� q 1 � !3 6`�' (��e� co 00 a T-0" 2'—p" 3'-4"- 8" 3'-4" yC) -4r. 3°-4" 5'-7 " 3'-4" 2'—p" 10'-6 `18'—®" 1 8 8 le,Z 72'-974" LK PAI 10 1 MPERTYL.INE - - 1 1 CONSTRUCTION A- - FIRST FLOOR PLAN 2' 6' (N) SCALE 1/4"=1'-0" �i� ••�