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Selva Marina Drive 1505 i � y o 0 � I " i i ' 95 119 MPH kY d l# ( s 120 MPH ID s Y �ti F D i1SMPH z " I O a k 10 a 110 MPH 119 MPH w !; I 109 MPH 113 MPH 4-.•/ 95 W r-+120 MPCu M H a co s 13 9 o ,. Q C 0 sw o D Ix 410 D DLiu a au DUVAL COUNTY WIND SPEED LINESrK, � � � 0 0 F e e 0 o 1.2 ALL EXTERIOR WALLS ARE 2x4 XC BRICK VENEER p � `�JLI U L.) O=/ �./ 1._ 2. ALL INTERIOR WALLS ARE 2x4 EXCEPT A5 NOTED. 8311.43 LANDINGS At DOORS 3. ALL WALL THICKNESSES ARE ACTUAL 2x4 ■ 3 THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED ON THE I 206 ■ 5 2x8 ■ 14",ETC_ EXTERIOR SIDE OF A DOOR,OTHER THAN THE REQUIRED EXIT DOOR,A LANDING IS IGE 4. THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR O T 1 TITLE .. TO BE FIELD DETERMINED BY OTHERS. THE FLOOR OR LANDING AT THE EXIT DOOR REQUIRED ED BY SECTION 8311AJ SH �+ ALL I 5. ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM NOT BE MORE THAN 15 INCHES (38 MM)LOWER THAN THE TOP OF THE THRESHOLD, (TOP OF)HOUSE SLAB/BLOCK. A J THE FLOOR OR LANDING AT EXTERIOR DOORS OTHER THAN THE EXIT DOOR " 6. THE DETAILS DONE BY LAYOUTS WITH REQUIRED BY SECTION R311.4.1 SHALL NOT BE REQUIRED TO COMPLY WITH THIS Z REQUIREMENT BUT SHALL HAVE A RiSE NO GREATER THAN THAT PEi MITTE IN PLAN D SECTION 831153. 1. ALL ANGLES ARE 45 UNLESS OTHERWISE NOTED. ,.,., S. ALL INTERIOR AND EXTERIOR FLOOR t STEP FINISHES SHALL HAVE A NON-SLIP FINISH TO MEET ASTM CI028 EXCEPTION: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 'Ij w G .. N STATIC COEFFICIENT OF FRICTION MIN.OF 0A. INCHES 1196 MhR)BELOW THE TOP OF THE THRESHOLD,PROVIDED THE DOOR OTHERDEMOLITION ' THAN AN EXTERIOR STORM OR SCREEN DDDR GOES NOT SWING OVER THE LANDING. �+d- S. ALL WOOD IN CONTACT WITH MASONRI',CONCRETE OR EARTH THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERT � l SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION. p 10. = HAZARDOUS GLASS LDCAtIONB, LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (984 MM)MEASURED M THE E., DIRECTION OF TRAVEL. E FIR5TFLOORPLAN 8311.4.4 TYPE OF LOCK DR LATCH U ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE SiDE FROM WHICH C' I. IT 15 INTENDED THAI THESE DRAWINGS ARE PREPARED FOR BUILDINGS THAT WILL C01 Qf�R TO THE EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDr OR EFFORT. A2 FRONT ELEVATION5 2004 FLORIDA BUILDING CODE, RESIDENTIAL. R311BA HANDRAILS 2. THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING ORDINANCES ,MID HANDRAILS SHALL BE PROVIDED ON AT LEASE ONE SIDE OF EACH CONTINUOUS RUN LEFT 4 RIGHT 51DE EL � VATION5 PER THE 2004 FLORIDA BUILDING CODe,RESimvAL,ARE AS FOLLOWS: OF TREADS OR FLIGHT WITH FOUR OR MORE RISER$. - �r/ A. MAX.NO. STORIES (3) B. MAX.HEIGHT - 35'FROM GRADE 83115/PJ HEIGHT HANDRAIL HEIGHT MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING ' 3. THE BUILDING CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO THE COPE REGUARDLE66 OF ANY THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL BE NOT LESS THAN FOUNDATION PLANAWARD W�� R�� MISS INCOMPLETE DETAILS OR NOTES. 34 INCHES 4 MIM)AND NOT M THAN 38 INCHES(965 MM). MISSING OR E (86 ORE DESIGNS SI " 5ECTION5 4. THE BUILDING CONTRACTOR AND His SUBCONTRACTORS SHALL CaFORM TO ANY LOCAL ORDINANCES AND 83115.62 CONTINUITY SHALL VERIFY ALL DIMENSIONS,MATERIALS,AND CONDITIONS AND SHALL NOTIFY THE DESIGNER OF ANY HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGHt OF THE A v� DISCREPANCIES PRIOR TO PROCEEDING WiTH HIS WORK. FLIGHT FROM A POINT DIRECTLY ABOVE THE T RISER OF THE FLIGHT TO POINT OP DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE ell 5. THE ELECTRICAL FLOOR PLAN IS INTENDED TO ONLY SUGGEST LOCATIONS FOR FIXTURES,OUTLETS,AND SWITCHES. RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. ELECTRICAL MECHANICAL,PLUMBING,AND OTHER BUILDING SYSTEMS, IF ANY,ARE TO BE DESIGNED, HANDRAILS ADJACENT t0 A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 INCHES � ELECTRICAL ENGINEERED AND ARE THE SOLE RESPONSIBILITY OF OTHERS. � B l MM) T WALL H H 1 I, 38 BETWEEN HE L AND THE ANORA LS EXCEPTIONS: 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. I. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST At I THE TURN. 2. THE USE OF A VOLUTE,TURNOUT,STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. _ I e R3115.63 HANDRAIL GRiP SIZE i.TYPE I NAND RAILS WiTH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 INCHES(32 1"�"R)AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDR IIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES(102 MM)AND NOT GREATER THAN 6 INCHES(160 MM)WITH A C MAXIMUM CROSS SECTION OF DIMENSION OF 2 j INCHES(5't MM), r i ._ 2. TYPE 11 HANDRAILS WITH A PERIMETER GREATER THAN 6 j INCHES(160 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SiDES OF PROFILE, THE FINGER r RECESS SHALL BEGIN WITH A DISTANCE OF INCH(19 MM)MEASURED VERTICALLY DRAWN FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST JSIU INCH(8 MM)WiTHIN } INCH(22 MM)BELOW THE WIDEST PORTION OF THE PROFILE. THiS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST j INCH(10 MM)TO A LEVEL THAT IS DESIGNS NOT LESS THAN 1 j INCHES (45 MM)BELOW THE TALLEST PORTION OF THE PROFILE. THE BJ I 0 D MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 14 INCHES (32 MM) TO A MAXIMUM OF 2 INCHES ('10 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF Opti SCA INCHES(025 MM). r 1/4" V DAT 1 5URVEI SEPT. 24, " I TRU55 ENGINEERING 0813 Ii, # SHEET FLORIDA ENERG"r 5PEET5 liil T I�j' JI $14 5TRUCTU""AL FILE UPY { ii 1 i{I �:1 xh lief � a A II:,( h# N 15,013 ,051, w 90.50 ' R = 4S.43 ' a 0 N a Cn UJ HHUH Owl., co 8 0 W qg2 0 in 1L,"o J�qpo N `2 t .,* aM-zf-w Wry I t wYH11 LLjL LLI SITE PLAN `` ` REMOVE ETREESISTINCs \ v ---�� . � \ for 0 I Cz C ! � AWARD WINNING t \ DESIGNS SINCE 1987 t \� THE WIL.L. IAM5 RESIDENCE 0 on L9 z LL4 LOT I 5LOCi< 3 lij � t ADDITI , • y 'f in f,•`, ATLANTIC: 5EAC;W 1 t i� ,,,��.�►, DRAWN BY. t JSU1 DESIGNED BY: t BJC L-------------- -------------------------- ----------------------- ;---------------- - SCALE: 5' SETBACK 1/4" = 1'-0" - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - _ - - - - - - - - NOTES: DATE: 5 42 *3350" E 16532 ' 1. CONTRACTOR SHALL SEPT. 24, 2008 FIELD VERIFY ALL JOB NO. NOTES, MATERIALS AND 08132 DIMENSIONS PRIOR SHEET NO. TO CONSTRUCTION. 2. IF A DISCREPANCY OCCURS BETWEEN THE PLANS ,AND EXISTING CONDITIONS, THE EXISTING WILL TAKE PRECEDENCE. a a 0 O H a a U W A W •-+ Cr3 d' to to Ll-- c 0 - -� H �l1� W�Qt� U _E J Ul JV U~ O - JU RELOCATE ELECT.PANEL © O A � Q W Z O tD co AWARD WINNING DESIGNS SINCE 1987 z I _ DRAWN BY: JSUJ DESIGNED BY: tUALLS TO BE REMOVED SJC SCALE: NOTES. DATE: SEPT. 24, 2008 1. CONTRACTOR SHALL JOB NO. TLD VERIFY ALL 08132 NOTES, MATERIALS AND SHEET N0. DIMENSIONS PRIOR TO CONSTRUCTION. D EMOL I ION P L A t e 2. IF A DISCREPANCY OCCURS BETIUEEN THE PLANS AND EX16TING t CONDITIONS, THE EXISTING WILL TAKE PRECEDENCE. � o O i 22'-011 4'-4" ll'-8„ O 0-, H a Su a � � w A a co to co r- � x Slt�rl Q o � _o � 13'0"x15'0" 21'4"x14'8"-LANOM _ e W a E- 8'4" `� �" Q § z j p lko S' CLG. 0 z 1-4 1140" 4'-0„ 10'-6° '4 Q 224 1 WN «� p a 1 U '0"x1'0" N OOR --- 8 DIjig v REF I U (2)3068 BI-FOLD ' u • 5268 co ati �$ ao 4'-2" 4'-0" rl 4"C>/ 420 .WAL C4 _ s1 , 61 ao " -� CSU ST o a s A test � ANDIGAP 6i4x20 11 = d th 8'4" CLG. 14''cLl'411 r 6'-6" 1'-10" 4'-0" 3'-0" 31- " w ICL K/ Wim' z %'n y�+Ly ' CLG. � "� � U -- _ 0 O�ud `t 51 D 3 8 FKt tY'1 l�Y . . 3068 (2)3066 BI-FOLD O Lu 2468 PICT U) - 3068 RTS cq S' CLG. F(72)264 -- -- p 0 ' 8 B1-FOLD 9 Q ———— -----� 81NK d 3068 l'-4" 4'-0" 526 T_ 16'0"xT0" D.H.DOOR EXISTI Ll 5EDROOMAWARD— = 11'0"x9'4" DESIGNS S NICENING 1987 + 4 :o G = A 2 ' "x12'0" � N + _ ' CLG. A K c Q z EXIFING, SQUARE F-00T ACi A/C 2651 •- , ENTRY 30-2" LANAI GARAGE (0,10 TOTAL 3321 EXISTING WALLS DRAWN BY: JSW NEW DESIGNED BY: NEW INTERIOR WALLS 5iC SQUARE l=00T,5E SCALE: A/C 145 NEW EXTERIOR WALLS W/ BRICK VENEER 1/4" = 1'-0" ENTRY 139 DATE: LANAI 165 NOTES: SEPT. 24, 2008 GARAGE 536 TOTAL 1585 1. CONTRACTOR SHALL JOB N0. MELD VERIFY ALL 08132 NOTES, MATERIALS AND SHEET N0. TOTAL. DIMENSIONS PRIOR T SQU,4RE FOOTAGE O CONSTRUCTION. F L 0 0 R L A N A/C 3396 2. IF A DISCREPANCY ENTRY 139 OCCURS BETWEEN THE LANAI 165 PLANS AND EXISTING GARAGE 805 CONDITIONS, THE EXISTING TOTAL 4505 WILL TAKE PRECEDENCE. 0 Q Q 0 H a a v w A a 33 Co O W 4" TRIM C\2 4" FRIEZE BOARD ' fa � } -- - -- VERTICAL SIDING WI ASPHALT SHNGLES Q Q S' PLATE 0 F 0 FE-11 a . . . . . . .. . . I � � ❑ n BRICK VENEER t�I ® ca ❑a FINISHED FLOOR = ril FED FE] a _ FINISHED FLOM GY o APPROX.GRADE APPROX.GRADE BAY tUINDOW BRICK SILL 4" TRIM W Z REAR ELEVATION E- -is) ,.n AWARD WINNING DESIGNS SINCE 1987 - - - _ - ASPHALT SHMGLES - -- L S' PLATE FE11 FE11 U FE11 FEI FE11 FE11 fill- aa0oac� a BRICK VEER 011:7101 FED 01 ED FE-11I I -------------------------- ----- a9 11 1 . - FINISHED FLOOR = 1:710 1 FED FOD F171 fill I I' l -.L-' l I I L ' I DRAWN BY: APPROX.GRADEE JSW VERTICAL SfDINCx DESIGNED BY: FRONT E L E A T BJC SCALE: I/�If = II-oil DATE: NOTES: SEPT. 24, 20m8 1. CONTRACTOR SHALL JOB NO. FIELD VERIFY ALL 08132 NOTES, MATERIALS AND SHEET N0. D IMEN51ONS PRIOR TO CONSTRUCTION. A 2 2. IF A D 15CREPANCY OCCURS BETUEEN THE PLANS AND EXISTING CONDITIONS, THE EXISTING WILL TAKE PRECEDENCE. 0 n H a qft ——F— — — V PLATE A �.��o ►- C\2 671 ID w E p Q� z €� / FINISHED FLOOR APPROX GRADE j RIGH' SIDE ELEVATION O AC A LLl � Z FOR DIMENSIONS, FINISHES z Q : AND ADDITIONAL NOTES, p -q REFER TO SHEET A-3. W y- A =� } co U all' AWARD WINNING DESIGNS SINCE 1987 CRICKET l V PLATE — s' PLATE ! ; r DRAWN BY: iw Ell � DESIGNED BY: IE:11 E] E-1. I . . .............. ....... a 8JG FINISHED_ scALE: 1E:11 _ FLOOR 1 n _ ,�_0n FINISHED FLOOR --- 61 APPROX GRADE /� APPROX GRADE NOTES: DATE: SEPT. 24, 2008 L E E E V A I O 1. CONTRACTOR SHALL JOB NO. FIELD VERIF'r ALL 08132 NOTES, MATERIALS AND SHEET N0. DIMENSIONS PRIOR TO CONSTRUCTION. 43 2. IF A DISCREI=ANC,*r OCCURS BETWEEN THE PLANS AND EXISTING CONDITIONS, THE EXISTING WILL TAKE PRECEDENCE. c 0 c o i KXOF z & PLATE 0 H 0 L) W o n A CRICKET .-, W C d' to co F- EXISTING ROOF � o wag E-+ �. 9' PLATE >1 fatal R0 0 PL A N 31/2:12 ROOF PITCH a A so � �C W � � LLI O C-01 1;IZ .Z— U � R- -1 1 I 1 --------------------------------------- 1- r 1 1 I I Lj Lj AWARD WINNING I 4" CONCRETE SLAB I ® a W/ REINFORCING ON @ DESIGNS SINCE 1987 1 CONTINUOUS VAPOR 1 , 11 p 1 5ARRIER OVER TREATED 1 11 1 - 1-8 1/2 It AND COMPACTED FILL ------ -- ----- ------ --------------- ------ - j i----------------------------------=------' L-- ----- - Li L-r---------- - (12") DOWELS DRILLED < EPDXIED INTO EXISTING p I FOUNDATION +9 24" O.C. iX1 3 ; 4" CONCRETE SLAB -- N W/ REINFORCIWs ON - .H CONTINUOUS VAPOR POUR OVER EXISTING S BARRIER OVER TREATED c? CONCRETE FLOOR TO S ; AND COMPACTED FILL MATC FLOOR EVEL. R10R 1 1 1 L-rrrrrr.-r---------------------------- --------------------------------------------------...---rrr / DRAWN BY: tall / DESIGNED BY, N BJC SCALE: A0 - 11-011 DATE: NOTES= SEPT, 2�, 2008 FOI� ND ,� �` � ON FL A N 1. CONTRACTOR SHALL JOB N0. NOTE: FIELD \/ERIF Y ALL 08132 A FOUNDATION SURVEY SHALL 13E PERFORMED NOTES, MATERIALS ,AND AND A COPi' OF THE SURVEY SHALL BE ON THE SHEET NO. SITE FOR THE 5UILDI14G INSPECTORS USE PRIOR DIMENSIONS PRIOR TO FRAMING INSPECTION. OR, ALL PROPERTY MARKERS TO CONSTRUCTION. � /� SHALL 13E EXPOSED AND A STRING STRETCHED ,f.1� FROM MARKER TO MARKER TO VERIFY REQUIRED SETHACKS. 2. IF A DISCREPANCY OCCURS BETWEEN THE PLANS AND EXISTING CONDITIONS, THE EXISTING WILL TAKECEpg-NCE. o 0 A G O •ern _ II I II I II z 0 H a a BRICK TIES AT 16" O.C. A (MAX. 3 SOFT PER TIE) FLASHING W .-+ CQ c) [q) co L%_ UH I H STEEL LINTEL G� WEEPHOLE SEALANT 00 © Jz B R i K E C LASHING DETAIL CIL, 0 DOOR HEADER NAIL ALL ROOF 0 6" O.C. 0 © nix ASPHALT SHINGLES ON ON SUPPORTS W/ 8d (COMMON 0 � 15 ROOFING FELT OVER OR RING SHANK NAILS) g 7/16' OSB SHEATHING ON O ROOF TRUSSES 0 24" O.C. � oow OR ROOF RAFTERS 0 24" O.C. t 2 w METAL HURRICANE CUP 3.5 R-30 INSULATION W/ (1 0 EA. END OF TRUSS) 2" POSITIVE AIRSPACE (OR 1 0 EA. RAFTER) UNDER SHEATHING METAL DRIP OVER BRICK TIES AT 16" O.C. 1"x8" F.J. CEDAR FASCIA (MAX. 3 SOFT PER TIE) OVER 2"x4" SUB—FASCIA FLASHING (2) 2"x4" #2 TOP PLATE — SYP STEEL LINTEL PLYWOOD SOFFIT SEMCO TPP4 0 32" O.C. WEEPHOLE 5/8" GYPSUM BOARD w IIa SEALANT Imm 4" FRIEZE BOARD 1/2" GYPSUM BOARD 0k R-11 BATT INSULATION A WINDOW INSTALLATION (METHOD A-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION, FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SEALANT a � FLASHING AND WEEPHOLE i V) STEPS CTION ALiN (DIN WATER SHEDDING FASHION, THROUGH WINDOW JAMB STARTING AT THE BASE OF THE WALL & WORKING TOWARD BRICK VENEER T THE THE TOP, I STALLTHETHE WRB SEALANT BEAD BRICK VENEER W/ 1" AIRSPACE E OF SHEATHING, BEHIND MOUNTING OVER 7/16" OSB SHEATHING ® FLANGE.APPLY SILL FLASHING ON 2"x6" SPF STUDS CSD 16" O.C. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING SEAL THE WINDOW FRAME TO PAN HEAD SCREWS TO OPENING. APPLY A % NOM. FACILITATE INSPECTION. DIA. TO THE BACKSIDE fINTER2THE WINDOW SEMCO TPP4 32" U.C. AWARD WINNING ®APPLY BEAD OF SEALANT AT FLANGE,, IN LINE WITH ANY SIDE JAMBS. EXTEND 8 3¢' PRE—PUNCHED HOLES OR SLOTS. FLASHING DESIGNS SINCE 1987 ®APPLY JAMB FLASHING EALANT BEAD BETWEEN BRICK TIES AT 16" U.C. 2"x4" P.T. BOTTOM PLATE APPLY BEAD OF SEALANT 0JAMB FLASHING FLASHING AND MOUNTING (MAX. 3 SQFT PER TIE) AT HEAD APPLY CONT, SEAL TO THE MOUNTING FLANGE. " �� R-11 BATT INSULATION FLANGES AT THE TOP (HEAD) AND W/ 1/2 X10 ANCHOR BOLT CSA 32 O.C. Q)APPLY HEAD FLASHING SIDES (JAMBS) OF WINDOW, EXTEND SEALANT AT JAMBS 8 3k' ABOVE W/ 2"X2"x1/8" WASHERS BASE MOULD sA (REMOVE PREVIOUSLY APPLIED THE RM, AT HEAD, EMBED JAMB TAPE, ALLOWING WRB TO LAY FLASHING INTO SEALANT AND / 1" AIR SPACE FLAT OVER HEAD FLASHING. FASTEN IN PLACE, (FLASHING _ �}" CONCRETE SLAB W APPLY NEW SHEATHING TAPE GOES OVER SEALANT). " ' 8 C.M.U. HEADER BLOCK / OVER DIAGONAL CUT — SEE AIR INFILTRATION BARRIER !' " DIAGRAM, W BUILDING PAPER OR F BERMESV) 6x6,1000HREWWWM R. SECURE WRB / Vz � AT HEAD MOISTURE PROOF HOUSE Li a' 1. WRAP ON EXTERIOR GRADE STRUCTURAL SHEATHING 8�� Ll >C.M.U. FOUNDATION WALL E FLASHING AT HEAD BEYOND BRICK TIES AT i6" O.C. OF COURSES VARY EXTENDS GRADE w 6 MIL VAPOR BARRIER OVER I I• .C. —` �` PER SITE GRADE) w JAMB FLASHING, (MAX, 3 SOFT PER TIE) (w TREATED & COMPACTED FILL OHEADFLASHING MOISTURE GUARD PLUS EMBED BOTTOM OF THE � HEAD FLASHING AGAINST OVER BRICK FLASHING %• . .•` �-,,` THE PREVIOUSLY APPLIED 10"x24" CONCRETE FOOTING — ,. o * VERTICAL #5 REBAR IN SEALANT SEALANT (FLASHING GOES > OVER SEALANT), EXTEND W/ (2) #5 S CONT. ALL CORNERS (VERTICAL) PROVIDE OPEN HEAD WITH SOLID POURED CELLS \ / HEAD FLASHING BEYOND {{ / I EACH JAMB FLASHING. JOINT WEEP HOLES IN AND ® 4' O.C. ON ALL i ® I FASTEN IN PLACE, BRICK VENEER 0 33" MAX. / I MAX. SPACING 2'-0" STEMWALLS ® II IA FILL SOLID WITH MORTAR DRAWN BY: SFI TYPICALWALL SECTION FLA II AEXTEND JAMB FLASHING TO OVERLAP SILL DETAIL,_ SCALE: 3 4V—Q FLASHING, EXTENDFLASHINGBRICK ESIGNED BY: JAMB FLASHING 8 ABOVE ROUGH BJC OPENING AT HEAD. ( / TUCK TOP OF 9 / JAMB FLASHING /� I / SEALANT SCALE: UNDER THE FLAP OF WRB AT THE I / 1/4" : I'-0" HEAD, SEE DIAGRAM. / SILL FLASHING ® DATE: 2 SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE NOTES: SEPT, 24, 2008 ® PLUMB, AND LEVEL CONDITION. USE CORROSION © WINDOW RESISTANT ANUFACT RER SPECIFIC TIONS,WINDOWS PER JOB NO. • '� ! I. CONTRACTOR SHALL 08132 c 11 I WEATHER RESISTANTBARFIELD VERIFY ALL AT A 45 DIER GREE<WRA NOTES, MATERIALS AND SHEET NO. ATA 4S DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER T DIMENSIONS PRIOR AND TAPE THE TO CONSTRUCTION. TOP CORNERS AND CENTER TO THE EXTERIOR 'f WRB SURFACE ABOVE. A5 �- INTERIOR VIEW TOP LEFT CORNER OF WINDOW 2, F A DISCREPANCY N D O D E T A L OCCURS BETWEEN THE I " -- — PLANS AND EXISTING CONDITIONS, THE EXISTING WILL TAKE PRECEDENCE. 0 e i' I ELECTRICAL LEGEND .. lie V.DUPLEX OUTLET © RECESS LIGHTING (SEE NOTE 3) 1/2 SWITCH DUPLEX OUTLET RECESS (EYEBALL.)LIGHTING 110 V.G.F.I.DUPLEX OUTLET CEILING MTD.EXHAUST FAN WEATHER PROOF GF.I. ® EXHAUST FAN WITH LIGHT 220 V.OUTLET SMOKE DETECTOR 110 V.FLR MTD.DUPLEX OUTLET D E TELEPHONE JACK SWITCH AT 42" AFF. r' TELEVISION JACK 3-WAY SWITCH AT 42" AFF. �T THERMOSTAT 4-WAY SWITCH AT 42" AFF. ELECTRICAL PANEL DIMMER 8WITG4 AT 42" A.F.F. ELECTRICAL METER + SURFACE MTD.CEILING LIGHT -� AIC DISCONNECT O - PENDANT LIGHT FIXTURE FLOOD LIGHTS a a }{r} WALL MTD.LIGHT AT 12" AFF. Q PUSH BUTTON V A - PULL CHAIN o 0 o DOOR CHIMES A UNDER CABINET LITES HOLLYWOOD STRIP 12"X48"FLUORESCENT FIXTUREPRE-WIRE AND BRACECQd, FOR CEILING FAN X11FAN/T CO �-WIRR AND 24"X48"FLUORESCENT FIXTURE FOR CEILING FAN SPACE C\2 :1 �A 4 j E- k ..� �`/ FAN fill a 1` u ---- --- - - i ' ELECTRICAL NOTES u ' LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE \ f � U DETECTORS, FANS, AND EXHAUST FANS PER ELECTRICAL/ Op A BUILDINCs CODES. 9i tog >-�olu VERIFY WITH BUILDER ANY SPECIAL HOOK-UPS. SQ� — 2 (RANGE HOODS, FIREPLACE FANS, LANDSCAPE LITES, SPRINKLER a12 Z 0 SYSTEM, SECURITY SYSTEM, INTERCOM SYSTEM, VACUUM SYSTEM, SWIMMING POOL, PUMPS, ETC.) INSTALL WATER/VAPOR PROOF FIXTURES IN SHOWERS AND OVER !/ - ----- TUBS AS REQUIRED. Cl u I L04T • NOTE: ------- ELECTRICAL SERVICE IS LESS THAN 1 600 AMPS. CALCULATION TO BE O PROVIDED BY ELECTRICIAN. Q NOTE: _ PROVIDE SMOKE DETECTORS z PER NFPA12 A-81.2 c_ 1 � I 1 V LLI HIM L SPECIFICATIONS,PRICE SUMMARY AND —— —— ——— CHANGE ORDERS SUPERSEDE THIS U FLAK ELECTRIC `\ I THE PU ARPOSE OF THIS PLAN IS TO OBTAIN ---------- 1 O 1 AN ELECTRICAL PERMIT.FIXTURE,SWITCH AND RECEPTACLE LOCATIONS SHOWN MAY VARY ———————'— DUE TO FRAMING,MECHANICAL CONFLICTS SITE CONDITIONS OR LOCAL BUILDINGS CODE TO EXISTING-' REQUIREMENTS. LIGHT $THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER -]H DURING CONSTRUCTION.THIS WALK THROUGH AWARD WINNING WILL IDENTIFY THE PREDETERMINED LOCATION DESIGNS SINCE 1987 OF RECEPTACLES BY THE ELECTRICIANS FOLLOWING LOCAL BUILDING CODES,AT THIS TIME,SELECTIVE LIGHT FIXTURES,PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS TO THE PREFERRED LOCATIONS. 1- DRAWN BY: JSIU DESIGNED BY: BJC SCALE: 1/4" = 11-0" yj NOTES- DATE: SEPT. 24, 2008 1. CONTRACTOR SHALL JOB NO. FIELD VERIFY ALL 08132 NOTES, MATERIALS AND DIMENSIONS PRIOR SHEET NO. TO CONSTRUCTION. { El ,i. 2. IF A DISCREPANCY OCCURS BETWEEN THE PLANS AND EXISTING CONDITIONS, THE EXISTING WILL TAKE PRECEDENCE. L7Lo 0 '1 CONCRETE: GENERAL. STRUCTURAL STEEL: Metal Connector Fastening Schedule 1. Project has been designed in (accordance with 2004 Florida Building Code 1. All concrete has been designed in accordance with 'Building Code Requirements c W GENERAL: Simpson ID USP ID Uplift Ca acl Ibs Fasteners Anchors a U.O.N. �' Building, 2004 Florida Existing Building Code, and/or 2004 Florida Building for Structural Concrete,"ACI 318-05, and shall be constructed in accordance with ABUABU66-Z PAUPAU66-TZ 2200 SYP 12 16d 5/8"wi 7"embed a I as applicable with 2006 supplements). "Specification for Structural Concrete,"ACI 301. 1. All structural steel has been designed in accordance with RISC"Manual of Steel CS166-Z RS150 -TZ 2300(SYP) 12 16d 5/$"wi 7"embed - Code Residential, pp ( 9 CS16 RS150 1705 SYP or SP 11 10d in each end- 22 total n/a Construction"and shall be constructed in accordance with AISC"Specification for DSP 775(SYP or SPF) (8)1Odxl�/"into studs n/a w 2. It is the intent of the Engineer of Record (Engineer)that this work be performed 2. All concrete shall have the following minimum compressive strength at 28 days in Structural Steel Buildings," "Code of Standard Practice for Steel Buildings and Bridges," s 1odx1�/"into double late E' 0 ' in conformance with all requirements of the authorities having jurisdiction over accordance with ASTM C 172, C31 and C39: "Detailing for Steel Construction,"and have the following designations: H2.5A RT7A 600 SYP 5 8d in each end- 10 total n/a y this type of construction and occupancy. a. Slabs on rade, footings, and miscellaneous concrete: f c=2500psi H2.5T RT7A 545 SYP or SPF 5 0.131 each in each end- 10 total n/a = W 9 9 P Welded connections-------------------------------------AWS D1.1 = H3 RT3A 455 SYP 4 Sd in each end- 8 total n/a b. Cast-in-place beams, columns,walls, and structural slabs:fc=3000psi Structural steel shapes, plates, etc.--------------------- -ASTM A36 HIS LFTA6 950 SYP 820 SPF 8 sd in each end- 16total n/a o 3. The contractor is responsible for the means and methods of construction and Structural steel pipe---------------------------------------ASTM A53 or A501 H8 RT8A 745 SYP 5 1Odxl%"in each end-(10)totaln/a shall work in conformance with all applicable codes and regulations. It is the 3. Cement shall conform to"Specification for Portland Cement" (ASTM C150) Structural steel tubing--------------------------------------ASTM A500 HDQ8 UPHD8 8325 SYP 7210 SPF 20 %4"x3"SDS 7/8"w/15"embed SET epoxy only) contractor's sole responsibility to determine erection procedure and sequence HETA16 HTA16 1810 SYP 10 10dx1'/:" 4"embed. Mn 2 to insure the safety of the building and its component parts during erection. 4. Aggregate shall conform to"Specification for Concrete Aggregates" (ASTM C33) 2. All structural steel connections and fabrications shall comply with AISC specifications. HTS20 or HTS30 HTW20 or HTW30 1450 SYP 1245 SPF 10 10d in each end- 20 total n/a € P Y P HTSM16 or HTSM20 HTWM16 or HTWM20 1175(SYP) (8) 1 O into wood n/a a Q (4) 4. The contractor shall be responsible for all temporary bracing that is required 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, 3. All steel decking has been designed in accordance with "Steel Deck Institute(SDI) and 4 %+%"x"x1l'/+"Titan into CMU %"Titan into concrete during construction to keep the structure safe and plumb until the entire organic materials or other substances that are deleterious to concrete or steel shall be constructed in accordance with SDI "Manual of Construction with Steel Deck". HTT16 HTT16 4175 SYP 3695 SPF 18 16d 5/8"w/7"embed mono and 12"embed stem 3 Z structure is in place. Any bracing shown on the structural drawings is for the reinforcement. HTT22 HTT22 5250 SYP or SPF 32 16d sinkers 5/8"wi 7"embed mono and 12"embed stem U)) LSTA18 LSTA18 1235 SYP 1165 SPF 7 10d in each end- 14 total n/a 2 completed structure only. 4. All bar joists have been designed in accordance with "Steel Joist Institute(SJ 1)"and LTS12 LTW12 775 SYP 665 SPF 6 1Od in each end- 12 total We X 6. Additional concrete requirements for structures located within 1500 ft of the Coastal shall be constructed in accordance with SJI "Standard Specifications for Joist Girders". LTT2o LTW2o 1750(SYP or SPF) (10)16d 1/2"w/4'/"embed(mono)and 7"embed 5. The contractor shall verify all conditions and dimensions at the job site prior to Control Line (CCL)and exposed to salt spray are as follows: stem J a. All concrete shall have the following minimum compressive strength at " LTTI31 LTTI31 231O(SYP or SPF) (18)10dxl%" 5/8"w/4'/"embed(mono)and 7"embed c commencing work. 9 P 9 5. All light gage structural framing has been designed in accordance with AISI Standard stem 0 O W 28 days in accordance with ASTM C 172, C31 and C39: for Cold-Formed Steel Framing"Grade 33-U.O.N. MGT MUGT15 3965 SYP 22 10d 5/8"w/7"embed mono and 12"embed stem 6. The contractor shall supply, locate, and build into the work all inserts,anchors, L Slabs on grade,footings, and miscellaneous concrete: MSTA24 MSTA24 1640 SYP 1525 SPF 9 1 Od in each end- 18 total n/a angles, plates, openings,sleeves, hangers, slab depressions, pitches, or other f c=3000psi 6. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. MSTAM24 1500(SYP or SPF) (9)10d into wood n/ao W U LO components as may be required to attach and accommodate other work. ii. Cast-in-place beams,columns,walls, and structural slabs: (5)'/+"x2%"Titen into CMU O f c=5000psi 7. Holes required for bolted connections may be drilled or punched. Flame-cut holes shall 5 /+"x1'/."Titan into concrete 3 q Y P MSTA30 MSTA30 2050 SYP 1900 SPF 11 10d in each end- 22 total n/a 7. All details and sections shown On the structural drawings are intended to be b. Maximum water-cement ratio:0.40 not be used. MSTA36 MSTA36 2050 SYP or SPF 13 l Od in each end- 26 total n/a n typical and shall be construed to apply to any similar situation elsewhere in the C. Maximum chloride ion content: 0.15 percent by weight of cement in MSTAM36 1870(SYP or SPF) (13)1 Od into wood n/a -a r work except where indicated otherwise. accordance with ASTM C 1218 8. Bolts shall be installed to the"snug-tight"condition-u.o.n. (s)%"x2'/+"Titan into CMU Z 8 %4"x1'/4"Titen into concrete W MSTC66 MSTC66 5660 SYP or SPF 38 16d sinkers in each end- 76 total n/a co 8. Refer to the structural drawings for all structural details and sections. The 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the PAINTING: MTS 12 or MTS20 MTW12 or MTW20 1000 SYP 860 SPF 7 1 O in each end- 14 total n/a o contractor shall contact the Engineer for clarification in cases of conflict structural drawings.All reinforcing details shall conform to "Details and Detailing of MTSM16 or 860(SYP) (7) 10d into wood n/a -9 between the structural drawings and any drawings prepared by others prior to Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 1. All structural steel shall be shop-painted. Prior to painting, steelwork shall be cleaned in MTSM20 (4)%"x2Y,"Titen into CMU rn commencing work. drawings. accordance with Steel Structures Painting Council (SSPC)SP-6"Commercial Blast a v4"x1'/."Titan into concrete y PA51 TA51 3685 SYP or SPF 21 16d 4"embed cc W Cleaning"after removal of loose rust, loose mill scale, and spatter, slag, or flux deposits. PHD2 PHD2 3610 SYP 3375 SPF 10 %"x3"SDS 5/8"w/7"embed mono and 12"embed stem -0 J 9. All window and door assemblies shall be designed to withstand the applicable 8. Tolerances for foundation and slab alignment as well as placement of reinforcement SPH4 or SPH6 SPTH4 or SPTH6 1360 SYP 1170 SPF 12 10dxl%" n/a o Z W J design wind pressures and shall be installed according to the manufacturer's shall be in accordance with "Standard Tolerances for Concrete Construction and 2. For projects located within 1500 feet of the Coastal Control Line(CCL),all structural SSP 350(SYP or SPF) (4)1Odxl%"into studs n/a ami W requirements. Materials,"ACI 117. Footing or slab edges may be up to 2"outside and 1/2" inside steel shall be cleaned in accordance with SP-5 "White Metal Blast Cleaning". 3 1Odxl%"into double late Of the sill plate. STHD14 STAD14 4430 SYP or SPF 38 16d sinkers 14"embed ca U 10. The design of the project structure assumes an allowable soil bearing capacity 3. Immediately after surface preparation, SSPC Paint 15 (red oxide)primer paint shall be 11oa1 connectors are manufactured by Simpson Slrong-Tie w USP Struaural Connectors(U.O.N.) J Z � 2.SYP-Southern Pine;SPF=Spruce-Pine-Fir UJI of 2000 psf. It is the owners and/or contractor's responsibility to obtain a soils 9. All concrete slabs on grade shall be the thickness as indicated on the drawings over applied in accordance with the manufacturer's instructions. Painting methods shall be 3.Mono-monolithic concrete;stem=masonry stemwall or bond beam J W P P q preparation P polyethylene ( q ) po g t g 4.Anchorage refers to threaded anchors With noted diameters and embedment depths � V a exploration report. All requirements for site re aration and soil compaction minimum 6 mil. vis ueen vapor barrier. Slabs shall be reinforced with used that result in full coverage of joints, comers, edges, and exposed surfaces. 5.al nails noted are•common• u.o.N. specified in the soil report shall be followed unless more stringent requirements 6x6 W1.41.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, are specified. The Engineer shall be notified if soil conditions encountered or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY 4. For projects located within 1500 feet of the Coastal Control Line(CCL),SSPC Paint 20 3 differ from the noted assumptions. complying with ASTM C1116. Type 1 (zinc inorganic)shall be applied,followed by SSPC Paint 22(epoxy). WIND BORNE DEBRIS OPENING PROTECTION WITH WOOD PANELS .w o, Zr a MASONRY: 10.Slabs on grade shall bear on structural fill which shall be clean sand free of debris 5. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel : z and other deleterious material. Structural fill shall be compacted to a density of at surfaces exposed and visible to the exterior of the structure. _ o _ EDGEDISTANCE MINIMUM AT , - 4::u7 least 95%of the Modified Proctor Maximum Dry Density(ASTM D1557). Fill shall be �� _ ` General: treated with termite poison before slab is placed. 6. Field touch-up after installation where required to restore final finish. / " FASTENERS(TYPICAL) 96"MAXIMUM SPAN c (n Z ` co C0 1. All masonry has been designed in accordance with Building Code c. Requirements for Mason Structures,"ACI 530-05, and shall be constructed in 11.Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall I 1" \ N 9 p a accordance with "Specifications for Masonry Structures,"ACI 530.1-05 be compacted to a density of at least 95%of the Modified Proctor Maximum Dry I\ O Density(ASTM D1557)for a depth of at least two feet(2-0 ) below the bottom of ROOF COVERING: I I ZLU "1 _J 2. Grout shall conform to ASTM 0476 with minimum 28 day compressive strength the footing. / \ 0 psi per ASTM C1019, Grout shall be mixed to provide a slump between \ - Q N / c� o ~� of 200 p p P 1. The contractor shall be responsible for the design and installation of the roof 9 Z 12.The following minimum concrete cover shall be provided for reinforcement: a aQ4 8"to 11". covering system. 9 � $ ZZ WOOD STRUCTURAL PANEL _ 3"-------Concrete cast against and permanently exposed to earth. " fs " w c-' D 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may 2��___-__Concrete exposed to earth or weather,#6 bar and larger. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to CORROSION RESISTANT �e OSB OR /32 RATED w w /'� o ~ w be used in brick veneer. the manufacturers requirements. FASTENER(TYPICAL) SHEATHING PANEL a. o a 1 '/"---Concrete exposed to earth or weather,#5 bar and smaller. OR W � 1 '/2"----Concrete not exposed to weather or in contact with earth for the � '� N 4. The contractor shall be responsible for the design and installation of all flashing 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile v) WOOD STRUCTURAL PANEL cc O primary reinforcement,ties, stirrups, and spirals in beams and columns. Y P Y CORROSION RESISTANT W = w 1t Installation Manual,"and the manufacturer's requirements. %e"OSB OR'%32"RATED FASTENER(TYPICAL) F" o � Concrete Masonry(CMU): 2"---��---Concrete walls and slabs exposed to salt spray � SHEATHING PANEL .3 F...I Z 2'/2"-----Other concrete members exposed to salt spray L° Q a 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed -v 1. Concrete masonry units (CMU)shall be ASTM C90-75, Hollow Load-Bearing according to the manufacturer's requirements. O n .� Concrete Mason Units,Type 1, Grade N-1, normal weight,with a minimum 13.All continuous reinforcing steel in concrete shall be lap-spliced with the following LL Masonry g minimum lengths unless otherwise noted on the structural drawings: In H I.- compressive strength of 1900 psi(fm=1500 psi). #4 bars: 21"minimum 5. The contractor shall be responsible for the design and installation of all metal o, Q 2. All continuous reinforcingsteel in mason shall be lap-spliced with the following #5 bars: 26minimum flashing and valley material. A U masonry LL � m'ni y minimum lengths unless otherwise noted on the structural drawings: #6 bars. 32" i mum #7 bars: 46"minimum FASTENER SPACING F- #4 bars: 20"minimum PER CHARTW #5 bars: 25"minimum WATERPROOFING: N T cWj 14.Reinforcement in footings shall be bent around comers or comer bars shall be used. NOTE: s v w #6 bars: 30"minimum PANEL MUST EXTEND PAST WINDOW FAR ENOUGH TO #7 bars: 35"minimum 1. The contractor shall be responsible for all waterproofing and flashing ALLOW FASTENER INSTALLATION INTO WOOD FRAMING. 15.The contractor shall provide spacers,chains, bolsters, etc., necessary to support P P 9 g v) � 3. Grout all cells containing vertical reinforcement in 5-0 maximum lifts. reinforcing steel.Support items which bear on exposed concrete surfaces shall have considerations. p w L6 ends which are plastic tipped or stainless steel. ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL W ILL CO M 4. Provide cleanouts per ACI 530.1-02 in the bottom course of masonry U0 when the wall height exceeds 5'-0". m = o LU = Z WOOD FRAMING: NOTES: } CL 5. Beam reinforcement shall be continuous across control joints. o, v s w L_ 1) FASTENERS SHALL BE INSTALLED ALONG THE TOP&BOTTOM � � SYMBOL LEGEND 3 Gla Mason (Brick): 1. All wood framing has been designed in accordance with"National Design Specification OR LEFT&RIGHT SIDES OF PANEL. co � Y Masonry( ) " VIEW DIRECTION Wind-Borne Debris Protection Fastening Schedule a w (NDS)for Wood Construction, 2001 Edition SECTION IDENTIFICATION 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT for%s"OSB or 15/32"RATED SHEATHING PANEL 1. Brick shall conform to ASTM C62, C216,or C652 for Building Brick, Facing 2. All wood members exposed to weather or in contact with masonry, concrete or soil EXCEED 96". Fastener Fastener s acin inches Brick, and Hollow Brick, respectively. Grade SW shall be used. A PORTION OF STRUCTURE WHERE � shall be treated with an appropriate preservative suitable for the exposure conditions. WALL SECTION SECTION IS CUT panel span 2 ft.<panel 4 ft.<panel 6 ft.<panel y SD 1 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS s 2. Brick veneer shall be anchored with approved ties spaced no more than 16"O.C. SHEET NUMBER WHERE THE SECTION WIDER THAN 48" PROVIDED THE PANEL SPAN DOES NOT <2 ft. span<4 ft. span<6 ft. span<8 ft. c " 3. If ACQ treatment is used on any wood member,then all nailing shall require hot-dipped IS DRAWN " ,, N vertical and 16 o.c. horizontal. Additional ties shall be provided around all wall „ . galvanized nails meeting ASTM Al53 Class C or ASTM 8695 Class 50. If borate EXCEED 96 #8 wood screw based 3 : N openings greater than 16 in either direction,and shall be spaced no more than ' ' treatment is used then galvanizing is not required. anchor w/min.2"emb. 16 16 10 8 4)) M to ' 36"o.c. and placed within 12"of the openings. 4) PANELS SHALL BE PRECUT AND PRE-DRILLED TO FIT OVER length into wood framing N M = CHANGE IN SECTION EACH OPENING AND APPLICABLE FASTENERS. o w � co 'T ' 4. Prefabricated wood trusses shall comply with"National Design Specifications (NDS) z C I 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire ^ LOCATION WHERE SECTION WILL CHANGE #10 wood screw based H w cv for Wood Construction, 2001 Edition and National Design Standard for Metal Plate u3 -u and shall have a hood embedded in the mortar joint. Sheet metal ties shall g 5) FASTENERS SHALL BE CORROSION RESISTANT. y J not be less than No. 22 gage by '/a"corrugated and fastened with 1 3/," Connected Wood Truss Construction (ANSI/TPI 1-02)." anchor w/min.2"emb. s o galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at 16 16 12 9 rn cD > o length into wood framing ;, Z a, m g g VIEW DIRECTION 6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE o_ Q 0 c x 3 5. All trusses shall be designed by the Truss Manufacturers registered Engineer. WOOD FRAMINGICATION . SCO 0 CU CMU walls. CROSS SECTION SD 1 SD 1 SHEET ~ Y Y4"lag screw based � Q a „ 1/2" , " 6. The truss manufacturer shall submit shop drawings and design notes with a registered 7) FOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS anchor w/min.2"emb. _ CO 4. Unless otherwise noted on the plans, a 3 % x 3 x /. steel angle shall be IS DRAWN 16 16 16 16 0 �r Engineers seal for approval. Design notes shall include the rated load capacity of the SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE used for supporting brick veneer over openings. This angle will not be required OPENING. length into wood framing E for arched windows where brick is self-supporting. If the length of the opening truss to truss connectors,and the manufacturers license to fabricate trusses utilizing exceeds 5'-0"then the steel angle shall be attached to the wood framing with the connector system proposed.The contractor shall approve fabrication and LOCATION OF DETAIL 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER- 9 SCALE: NIA x 3"lag screws @ 32"o.c. installation drawings showing size,shape and layout. -DETAIL IDENTIFICATION PROOFING CONSIDERATIONS. DETAIL A SHEET NUMBER WHERE THE DETAIL DO NOT SCALE 7. Jobsite handling and erection, including temporary bracing, during installation of IS DRAWN N SDA 9) PROVIDE PROTECTIVE COVERS FOR PERMANENTLY INSTALLED ;v THIS DRAWING HARDWARE AND ANCHORS: trusses shall comply with TPI/WTCA BCSI 1. HARDWARE WHEN SHUTTER IS NOT IN USE. RELEASE DATE: 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened 09-29-08 1. All framing anchors and connectors noted on the structural drawings shall be to their supporting walls or beams with metal connectors as noted in the Truss VIEW DIRECTION EXTERIOR FINISH manufactured by Simpson Strong-Tie or Engineer approved equal. Connection Schedule. x. REVISIONS: i A ELEVATION IDENTIFICATION �. ELEVATION SHEATHING 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A, 9. AlSD-1 SHEET NUMBER WHERE THE ELEVATION �, 4) All gable ends shall be balloon framed or braced in accordance with the applicable IS DRAWN FRAMING AT OPENING: 0 or ASTM F1554, Grade 36. detail as shown in the structural drawings HEADER SHOWN,STUD, v, � CRIPPLES,OR SILL SIMILAR 3. All metal connectors and hardware which are exposed to the exterior or in contact with rn ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per °) ASTM All 53, Class C, or ASTM B695, Class 50. 2 I TRIM _11111 A = 4. All anchor bolts,threaded rods, and associated hardware located within WOOD SCREW BASED = g, DRAWN B 1500 feet of the Coastal Control Line(CCL)shall be galvanized per ASTM Al 53, THREADED STUD �) CMF F' Class C, or ASTM 8695, Class 50 Y4'FENDER WASHER(MIN.) = CHECKED BY: 5. Wedge/Expansion bolts shall be"Power Stud/Rawl Stud"by Powers Fasteners/ WINDOW UNIT I n w FSS Rawl, "Trubolt"by ITW Ramset/Redhead, "Wedge-All"by Simpson Strong-Tie,or Engineer approved equal. • = Indicates additional requirements for structures located within 1500 feet of the s"os6 oR'%3z"RATED SHEET: Indicates Control Line (CCL). SHEATHING PANEL 6. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson Strong-Tie and installed according to the manufacturers instructions. Holes shall be A SECTION - FASTENING OF PANEL TO FRAMING o cleaned of all debris and brushed out prior to installation of anchor adhesive . N @ VERSION:02-08 C7 LV > Lu y Lu O Z c O .N N CL a C > 3 'L ala X O > 0' J -- - W co_ >- O a � 55'-6" Lo O L Z �— Lf) 22'-8" 101-10" 22'-0" a 72 O C co O _ __ a 24"x 24"x 12"PAD FOOTING ca y WITH(2)#5 EACH WAY -� I r ( J (TYPICAL) o = W J SEE DETAIL"E"ON SD-1 I I I I O = �� ^1B I I I I B cu o LL.Lij z�— w K I I SD-1 H W 0 SD-1 SD-1 SD-1 I I I I > 4 I O q I 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER I I 4 o • I I I VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. ro 8'-3" 3'-e " I I I I , c _ ` INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)AT EXISTING I I v Y I ( I FOOTING.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE FOOTING(12'MINIMUM).TYPICAL-U.O.N. � ; — ——— —— ———— ———— - -- -� >n o' u w o c — -- --- —J I m r- - —— —— —— —— —— S— - -- -- -� - -� H o � z EMBEDDED STRAP AT I GARAGE DOOR OPENING INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)AT EXISTING O_I I ( SEE DETAIL"F"ON SD-1 I I FOOTING.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE w FOOTING(12 MINIMUM).TYPICAL-U.O.N. rT, I I I I CL Lo rn = D C) ~� Q mw INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)@ 48"O.C. 0 J Lj- ALONG PERIMETER OF EXISTING FOUNDATION.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE(12"MINIMUM).TYPICAL-U.O.N. C Z wQ 3.1I I I _U 54 N I I 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER I ( u LL. I VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. I ( F- a) C I I I I °' �J v �L- a D-1 I i i c U'- <� O w � J ; I POUR OVER EXISTING M = Z I EMBEDDED STRAP AT I I CONCRETE FLOOR TO �•L� GARAGE DOOR OPENING I I MATCH EXISTING INTERIOR v Y w SEE DETAIL"F"ON SD-1 I I FLOOR LEVEL. } LL L " L-- - — --� L -- - - w EXISTING FOUNDATION co s N � O `>, N 3- 16'-3" Y N 3'- 6'-6" E :TA:2 #5 DOWELS EMBEDDED INTO ADHESNE(4"MINIMUM)AT EXISTING S N OWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE s w MN M2"MINIMUM).TYPICAL-U.O.N. o w -o z � CD m F= w co 30'-2'" rn C7 > rn o rn Oc X My cU) 0 Q.. w a o -At CONTRACTOR SHALL VERIFY ALL DIMENSIONS E USING FINAL APPROVED FLOOR PLAN PRIOR y SCALE: TO CONSTRUCTION. 1/4" = 1'-0" (LI.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 09-29-08 s CU REVISIONS: I � I' w i 1 Y DRAWN BY: CMF CHECKED BY: w FSS FOUNDATION LAYOUT SHEET: A O S �2 N f6 I ■I1Y 1 i .,d4;Y9i ih,h ...i. I 1 d. i .. .,,i. al i'. MULTI-PLY ENGINEERED BEAM(LVL or PARALLAM)CONNECTION(U.O.N.): TYPICAL EDGE STRIP(5) a=5.0' a� W (2)PLY 1 a"WIDTH BEAMS- (3)ROWS-0.131"x 3 Y"NAILS @ 12-O.C. TYPICAL INTERIOR ZONE(4) (3)PLY 134"WIDTH BEAMS- (3)ROWS-0.131'x 3Y4"NAILS @ 8"O.C.(APPLY EACH SIDE) LU li (4)PLY 1 4"WIDTH BEAMS- (3)ROWS-SIMPSON Ya"x 6"SDS SCREWS @ 12-O.C.(APPLY EACH SIDE) LM Q U) NOTES: Uj 7' E 1) SPACE NAILS OR SCREWS 2'FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM z C g 2) MINIMUM MATERIAL SPECIFICATIONS: _ E=1,900,000 psi Fb=2600 psi tttttittttttttt t tti . Fo > l 750 psi o, Fy=285 psi 3 Q a > W WIND PRESSURES ON WINDOWS & DOORS (psf) LO O V� Enclosed Structure o 3 Q NOTE: AREA OF OPENING EDGE STRIP (5 3 INTERIOR ZONE (4) EACH EXTERIOR POST SHALL BE TREATED Pos Neg Pos Neg ca = �••� LO 4x4 POST ON .STRAP n POST TO BEAM ABOVE WITH(2 O TOM� 0 to 20 sf 26.0 -34.8 26.0 -28.2 s TYPICAL ALL POSTS-(U.O.N.) LATERAL BRACE(TYP) 20.1 to 50 sf 24.9 -32.3 24.9 -27.1 >, W NOTE: SEE DETAIL"U"ON SHEET SD-3 (SEE DETAIL"A"ON S-3) 50.1 to 100 sf 23.3 -29.3 23.3 -25.5 coma CO ALL OPEN PORCH CEILINGS REQUIRE A 100.1 to 200 sf 22.0 -27.1 22.0 -24.2 g 200.1 to 500 sf 20.9 -24.6 20.9 -23.1 ami MINIMUM e"SHEATHING AT CEILING. ___--_ __ _ __-_ ------ -- -- - BaseDesl Design 22.0 GC i-10.18 � FASTEN WITH 6d COM OR BOX NAILS g P - m AT 6"O.C.ON EDGES AND 12"O.C.IN THE R Soffit Design Pressure(t) 24.2 ( j _ FIELD.THIS IS NOT REQUIRED ON THE III UNDERSIDE OF FLAT DECKS OR SD-3 III \ 2 2C10 HEAKER RAFTER(AS NOTED) DESIGN LOADS DEFLECTION CRITERIA -0 J W J L NI III._ 1x4 LATERAL BRACE"RAT RUN"AT m J 48"O.C. NAILED WITH(2).131'x 3Y; FLOORS FLOORS C III_v III NAILS AT EACH PERPENDICULAR JOIST LIVE LOAD CARPET OR WOOD FINISH ca NOTES: o II ALONG LENGTH OF BRACE. LIVING AREAS: 40psf LIVE LOAD: U480 Z5 iLi 3: Z�- 3: LU III N NAIL BRACE TO CEILING JOIST EXTERIOR BALCONIES: 60psf TOTAL LOAD: U240 F-- W O 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 0 2x8 (LING J STS 2 "O.C. �p tt " tt EXTERIOR DECKS: 40psf > J GARAGE DOOR SHALL BERATED FOR A III J REFABRICATED WINDOW UNIT WITH.131 x 3Y NAILS AT 4 O.C. o E= U a STUDS @ 16-O.C.FOR PLATE HEIGHT OF 8'-1 Ye"-U.O.N. MINIMUM DESIGN PRESSURE OF = 0) INSTALL PER MANUFACTURER DEAD LOAD TILE OR BRITTLE FINISH 49 25.3 psf t III v o - III REQUIREMENTS CARPET OR WOOD FINISH: 15psf LIVE LOAD: U600 2 ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 / TILE OR BRITTLE FINISH: 20psf TOTAL LOAD: U360 3 V EL. SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 8'-1 Ya"-U.O.N. III _' / W ROOFS ROOFS "FLEXIBLE' EMBEDDED STRAP AT III� � III LIVE LOAD LIVE LOAD: U240 c y� �,o - 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS FLEXIBLE (BRICK VENEER)-U.O.N. GARAGE DOOR OPENING TRUSS TOP CHORD: 20psf TOTAL LOAD: U180 III CEILING JOISTS(AS NOTED) TRUSS BOTTOM CHORD: 10psf La ca NOTIFY ENGINEER OF ANY VARIATIONS. SEE DETAIL"F"ON SD-1 III E cQ a :: .......:: . ....... ....... CONVENTIONAL RAFTER: 20 sf WALLS >•• ` ' � R ; ...., DOUBLE CEILING JOIST(AS NOTED) p m ',,0 CONVENTIONAL CEILING: 20psf BRITTLE FINISH C/3FILING JOIST AS NOTED) DEAD LOAD WIND LOAD: U240 ' p Uj 2 2xC12 HEADER ( O ) E TRUSS TOP CHORD: c �' , , O U_ AIL CEILING JOISTS TO SHINGLE- 7psf FLEXIBLE FINISH: co W J - -- -- - RAFTER WITH(5).131 xx 3Y"NAILS. TILE- 15psf WIND LOAD: U120 m o O 10 - --' --- - = EXTERIOR BEARING WALLTRUSS BOTTOM CHORD: 5psf o fx TREMER - - -- - 0 000 11 `+ CONVENTIONAL RAFTER: A Z f24 R HANGER SHINGLE- 10psf Z 10 TILE- 20psf a, O 7SD-3 A DETAIL- LATERAL BRACE CONVENTIONAL CEILING: 10psf o F- W PQDESIGN CRITERIA: w >= o N BUILDING CODE:2004 FLORIDA BUILDING CODE, RESIDENTIAL N w x AND EXISTING,WITH 2006 SUPPLEMENT �� _ Z N w � WALL CHANGES ARE ASSUMED o Q10TO AFFECT NON-BEARING LOAD `" WALLS ONLY.CONTACT ENGINEER WIND DESIGN METHOD:ASCE 7-02 ,_ Q LU oe o OF RECORD FOR DESIGN CHANGE BASIC WIND SPEED: 120 mph O ellQ w 0 9 IF ACTUAL CONDITIONS DIFFER W " Y _ BUILDING CATEGORY: II ca LU "' Z FROM NOTED ASSUMPTION a, ~ = N 2x 2 CEI NG J ISTS 16" C. WIND IMPORTANCE FACTOR: 1.0001 00 Ln 10 o '5 WIND EXPOSURE:B - - - 0o ca W ENCLOSED STRUCTURE -(OPENING PROTECTION REQUIRED) N J g.. ..; . ... : . . . .. y W LL, BUILDING CLASSIFICATION: RESIDENTIAL o, U °O BUILDING TYPE:TYPE V CONSTRUCTION ~ Q a 0_ PROJECT SCOPE OF WORK IS CLASSIFIED0 W N PER FLORIDA EXISTING 8 LO ti : BUILDING CODE AS"ADDITION"AND"ALTERATION LEVEL(3)". ) W m THE STRUCTURAL ALTERATIONS COMPRISE LESS THAN. .............. . .... :J M 30 PERCENT OF THE TOTAL SUM OF FLOOR AND H LL = Mo N ROOF AREAS-THEREFORE THE ALTERED BUILDING Ca SD-2 DOES NOT NEED TO COMPLY WITH ca U = Z 71 CURRENT WIND LOAD REQUIREMENTS. T/-� Y a (SIMILAR) Uj CIO >- III III W U_ z = ..... . 3 LL III - - III o LL_ L 2x12 HEADER = :: : ::::::::::::::::::::::::::::::::::::::::::::::::::::::......:::::::::::::::::: : aD 21 "x14"LVL - -- - "- Ln L c 3C 3K _ R N SD-3 HANGER EMBEDDED STRAP AT ¢ a N co 4t cn GARAGE DOOR OPENING MIN.(2)CRIPPLE o LL M -t c 8 c SEE DETAIL"F"ON SD-1 STUDS U_ o D W _l N M W w O W co +I coo E- LU °O co m w 04 o �� J O GARAGE DOOR SHALL BE RATED FOR A _ 6 a C) (D rn MINIMUM DESIGN PRESSURE OF a) w N oa o x 24.0 psf t a 7- 3 Q i2 U_ o w � SHEARWALL LEGEND: � E 8 SCALE: SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER XW OR'%32"RATED SHEATHING,EXPOSURE I.FASTEN ° y4" _ V-0" (U.O.N.) WITH 0.131"x 2 Y2"NAILS @ 6-O.C.ON EDGES AND a) DO NOT SCALE 12"O.C.ON INTERMEDIATE SUPPORTS. 2 THIS DRAWING = SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER o RELEASE DATE: %6"OR'%3z"RATED SHEATHING,EXPOSURE I.FASTEN L 09-29-08 WITH 0.131"x 2Yz"NAILS @ TO.C.ON EDGES AND REVISIONS: 12"O.C.ON INTERMEDIATE SUPPORTS. i5 c SBS = SHEATH BOTH SIDES OF INDICATED SHEARWALL AND NAIL o a� WITH DENOTED PATTERN. w rn WOOD FRAMED HEADER LEGEND: _ DENOTES SIZE DRAWN BY: OF HEADER CCF 2 2x HEADER WIND-BORNE DEBRIS PROTECTION REQUIRED: K w CHECKED SS DENOTES QUANTITY DENOTES QUANTITY WALL LAYOUT OF CRIPPLES OF KING STUDS SHEET: THIS STRUCTURE IS LOCATED IN THE WIND-BORNE DEBRIS REGION AND OPENING PROTECTION N IS REQUIRED. STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL NOTE: _ GLAZED OPENINGS. CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET S-1 OR USE ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM o ALTERNATIVE SHUTTERS WITH"FLORIDA PRODUCT APPROVAL". (2)2X6 No.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND N (1)KING STUD AT EACH HEADER(U.O.N.) THREADED ROD LEGEND: • = Y2"THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(7"MINIMUM EMBEDMENT REQUIRED) W ami O = Y2"THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE.(7"MINIMUM EMBEDMENT REQUIRED) w �E = Y2"THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(12"MINIMUM EMBEDMENT REQUIRED) O = Y2"THREADED ROD FROM FOUNDATION TO UPPER FLOOR z DOUBLE PLATE.(12"MINIMUM EMBEDMENT REQUIRED) O = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE � a D = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND CONTINUE TO DOUBLE PLATE ABOVE. co Z � = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE fl. O a a MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND CONTINUE '< a J TO UPPER FLOOR DOUBLE PLATE ABOVE. c a c J W O to NUT&3"x 3"x Y"WASHER o 0 EACHNOTE:EXTERIOR POST SHALL BE TREATED RAISED BEAM(AS NOTED) O L 44 POST ON Afl...LPM rBASE. POST TO BEAM ABOVE IA4T {i'f 1��'lC'i1F5. — ' f-DOUBLE PLATE TYPICAL ALL POSTS-(U.O.N.) ANCHOR BOLTS @ 5 O.C.MAX W SEE DETAIL"U"ON SHEET SD-3 cc W o Q a- ----____--- a = a THREADED ROD ASSEMBLY y III R THROUGH CENTER OF ca W III SD-3 RAISED BEAM J III III \ O 2 W J III o z~ w� III III III III THREADED ROD THROUGH RAISED HEADER/BEAM >F — m w III III III � • III THREADED ROD ASSEMBLY 3 III NUT&2"xYa"WASHER w III III SECOND FLOOR SOLE PLATE ---- c��aGnnCa e7p°� III III FLOOR SHEATHING = GARAGE DOOR OPENING SEE DETAIL"F"ON SD-1 III '..................... . III E III R c III SD-3 ......••••• • FLOOR JOIST(AS NOTED) FIRST FLOOR DOUBLE PLATE F> .•- LL" DETAIL OF ROD THROUGH FLOOR SYSTEM o m � z INSTALL D 0 Z OF GARAGE DOOR HEADER.NAIL STRAP R HANGER 0 a� INTO HEADER AND CRIPPLES BELOW. p_g a F= W NUT WITH 3'x 3'x Y4'WASHER '- Q N ALTERNATE:SIMPSON LBPS Y W w- }= N S SLOTTED WASHER WITH 1"FENDER c O SD-3 M . ............:::::: . WASHER. (a = wp co o co DOUBLE PLATE 3 I '—I Q -� z WE T � � w v Yz"THREADED ROD(U.O.N.) � � U CENTER ROD WITHIN DOUBLE PLATE ca W -j W o OPTIONAL-Y"THREADED COUPLING Q "' MINIMUM DEPTH OF THREAD IS Y" w U J POR EACH ROD.) 0 co LL m _ ... . ............. . . ...................o 'v uj W SILL PLATE ( ') U a EMBED INTO SLAB OR FOOTING WITH ANCHOR ADHESIVE �—�, C N S CENTER ROD WITHIN SILL PLATE y O W SD-3 :::::'.:... . ....... . : ::::::::::::.: :' w C co NOTE: c M -J e. HOLE SHALL BE CLEARED OF ALL y w = Z 1 , `. °... DEBRIS AND BRUSHED OUT PRIOR Y w TO INSTALLATION OF ADHESIVE. } a a J : . OF GARAGE DOOR HEADER.NAIL STRAP "' - � w u- INTO HEADER AND CRIPPLES BELOW. _ LL MINIMUM 7"EMBEDMENT INTO c • CONCRETE(OR AS NOTED) L j L ............. . ........................................................................................ . .. . m THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE R HUC41 V22"THREADED COUPLING(U.O.N.) N SD-3 HANGER o R �, N co GARAGE DOOR OPENING - z w n c _ SEE DETAIL"F"ON SD-1 w ANCHOR BOLT OPTION 10R 2 $ M N co m W co m OPTION 1:Y2"x 10"CAST-IN-PLACE v z uJ- � `T -J J HEADED OR L-BOLT WITH c LLj co coo g CN z a 7"EMBEDMENT.(HOT-DIP cn J v Z v m a GALVANIZED OR S.S.) z o, Z Q W Z�Z A = N c w ¢ N ° n Q O ca .sp OPTION 2:Y2 SCREW ANCHOR 8 z W o • ' BY HURRI-BOLT,INC. � � U a 0 u�i (1. INTERIOR LOCATIONS ONLY) z = ,• O d Q u LL LL E z co Z THREADED ROD ASSEMBLY ANCHORAGE OPTIONS SCALE: DO NOT SCALE NUT THIS DRAWING y--SIMPSON LBPSY SLOTTED WASHER RELEASE DATE: 09-29-08 —1"FENDER WASHER. REVISIONS: Y2"THREADED ROD(U.O.N.) a� ALTERNATE WASHER DETAIL w .O TRUSS OR BEAM(AS NOTED) DRAWN BY: HOLDOWN(AS NOTED) CMF FASTENED TO TRUSS OR BEAM. CHECKED BY: w FSS SHEET: THREADED ROD LAYOUT N THREADED ROD ASSEMBLY _ L N S �4 HOEDOWN ON THREADED ROD AT TRUSS/BEAD- � i "� CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS � i� Span Tables for No.2 SYP Rafters No Ceiling Load-20 psf LL,10psf DL 2x4 SYP#2 CONTINUOUS LOOKOUT @ 24"O.C. s (DO NOT INSTALL FLATWISE).FASTEN SHEATHING SIZE 12"o.c. 16"o.c. 24"o.c. w TO LOOKOUT WITH EDGE NAILING REQUIREMENTS 2x6 — — -4 Q 2x8 22'-5" 19'-5" 15'-10 ROOF SHEATHING VARIES(3'-0"MAX) 2x10 6'-0" 23'-2" --16-4-1" n x (AS NOTED) Span Tables for No.2 SYP Rafters-No Ceiling Joist- uj with Drywall Ceiling-20 psf LL,15 psf DL Z I SIZE 12"o.c. 16"o.c. 24"o.c. 2x10 24'-10" 21'-6" 17'-6" ■� DOUBLE 2x_SUBFASCIA NAILED 2x12 26'-0" 25'-2" 20'-6' C Q TO EACH LOOKOUT w/ RAFTER AT EACH (2)0.131x 3Y"NAILS Span Tables for No.2 SYP Ceiling Joist LOOKOUT NDWALL RAFTER NOTCHED 20 psf LL,10 psf DL 3 (3)0.TO x3Y" � TOENAILS JRAFTER NOTCHED FOR LOOKOUT w/(2)0.131"x 3 Y" SIZE 12"o.c. 16"o.c. 24"o.c. a NAIL PLATE TO TOENAILS O FOR LOOKOUT w/ 2x4 15'-6" 13'-8'-1 " 7'-8" X 0 RAFTER 2x6 15'-6" 13'-6" 11'-0" Q, (2)0.131"x 3Y" w/0.131"x 2Y" AIL SHEATHING TO RAFTER 2x8 20'-1" —7-5" 14'-2" >= TOENAILS @ 6"O.C. w/0.131"x 3 Y"TOENAILS 2x10 24'-0" 20'-9" 17'-0" ;g 2x12 26' " 24'4" 19-10" 0 Lu ABLE END WALL w/ Span Tables for No.2 SYP Floor Joist 4'-0" SHEATHING(AS NOTED) 40 psf LL,10 psf DL o Ln 2x4 LOOKOUTS t @ SIZE 12"o.c. 16"o.c. 24"o.c. 3 I 24"O.C. NOTE: 2x6 9'-8" 8'-10" 7'-8" LO ' m DIAGONAL GABLE END BRACE 2x8 12'-10" 1' 10'-2" CL NOT SHOWN FOR CLARITY(SEE 10 6'-4" 14'-10" 13'-0" v ym DETAIL"N"ON SD-2 FOR SIMILAR 2x12 19'-11" 18'-1" 15'-4" l BRACE WHEN CEILING JOISTS 14"TJI 30 23'-10" 21'-9" 19'-1" uj co I) II II (I II II cc ARE PARALLEL TO GABLE END WALL) 16"TJ 230 26'-5" 24'-1" 20'-7". o - - -- - - - um Q Q 1. ALL CONVENTIONAL FRAMING SHALL BMX6..::T SYP U) ca 2. ALL RAFTERS SHALL BE 9YA�9A".(U.O.N.) <D ISL III 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSOPOI0"PB o IIIIr Y2"NAILS EACH END. s O III III S-5 4. FASTEN ALL RAFTERS AT RIDGES"I" Q I AD TICC CAPQ O COLLAR TIES TO RAFTERS WITH III DOUBLE RAFTER DOUBLE RAFTER5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH M `oZ -70w Lu III m )Wu? L=6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER a�> U a III ��G a�G III THAN ADJOINING RAFTERS.(U.O.N.) EN RAFT � 'L 7. FAST ERS TO CEILING JOISTS WIT III oC 8. FASTEN RAFTERS AND CEILING JOISTS TO TOP � PLATES WITH(3) 3 € .131"x3y"TOENAILS. o III III lb� 9. FASTEN ALL HIPS AND VALLEYS TO PLATES WIT o 1 -� III c I—*� ri III III 111 . Z�- N Ll ` m :, Nz 2x4 LOOKOUTSZ �w a @ 24"O.C. Lu O 9o QLu m w N °- LO c4 o ° O L � _ Lu c I-- p 12x6 RAFTERS 6"O.C. �`�'pG' QW -0LL ¢ a- ��5� c Q J J Lll J LL OVERFRAME U CRICKET N LL y�lf IP16iY;�' ( c .. d'r o W B B :.: :' . tL- a Nov ch S-5 v) x O N � O W vn 2x6 RAFTERS 16'O.C. ......:... . ....... . :::::::. .. . � w -j U M y =ca Z uj Lu LL o I III Ll- G V) i--� w+ ' L N � O a4t LO 8 cv d M d0" ~ t N M O W to r Z COO C co y cf) J N m s = 0 > O J NOTE: ROOF SHEATHING `>• Cn rn 75 fn BRACE OVERFRAMING TO TRUSSES OR 8 � 0 Li RAFTERS AS REQUIRED TO MAINTAIN 3 cn c) a MAXIMUM 6'-0"SPANS. `—° 00 E 2x6 OVERFRAMING �c� cn 8 SCALE: 5 �� N (4)NAIL"(3Ya" Y411 DO NOT SCALE TOENAILS(TYP) THIS DRAWING SIMPSON H3 CLIP RELEASE DATE: Qs 09-29-08 2x8 No.2 SYP NAILED `Z REVISIONS: TO TRUSS CHORD wl k v� (5).131'x 3 Y"NAILS 0 TRUS RD OR RA vrn c W rn N .a to 1 = rA SECTION - TYPICAL OVERFRAMING AT EXISTING ROOF S-5 DRAWN BY: CMF CHECKED BY: w FSS ROOF FRAMING LAYOUT SHEET: S �5N 0 BRICK VENEER WITH V AIR SPACE AND WALL TIES c uj 2x—STUDS @ 16"O.C.(U.O.N.) a > BRICK VENEER WITH 1"AIRSPACE c l CONT.FLASHING;PROVIDE WEEP v, " AND WALL TIES F A c HOLES @ 33 O.C. � w GROUT AIR SPACE BELOW FLASHING I r I E' 2x_STUDS @ 16"O.C.(U.O.N.) 2x TREATED SILL PLATE CONT.FLASHING;PROVIDE WEEP I I W (SEE TYPICAL WALL SECTION 4"CONCRETE SLAB WITH 6x6 = FOR ANCHORAGE) HOLES @ 33-O.C. I I W1.4x1.4 WWF OR FIBERMESH E 4"CONCRETE SLAB WITH 6x6 GROUT AIR SPACE BELOW FLASHING z W1.4x1.4 WWF OR FIBERMESH 2x TREATED SILL PLATE F A c Ma (SEE TYPICAL WALL SECTION - - "-' FOR ANCHORAGE) \\ \\ I I € \\VAPOR BARRIER OVER TREATED 4"CONCRETE SLAB WITH 6x6 �• ;\�\�;�\�; GRADE BEARING POST(AS NOTED) AND COMPACTED FILL W1.4x1.4 WWF OR FIBERMESH �\ \ \ \ \ \\j\�j\j VAPOR BARRIER OVER I I 4 CONCRETE SLAB WITH 6x6 GRADE \ \ //\� /'�f�/��' i / / / 4"CONCRETE SLAB WITH 3 \ \ \ / / TREATED AND COMPACTED FILL Z \ \ ---- AS NOTED \ \ \ \< CONT, a... . \\j\ \\j\\j��- (L �1 W1.4x1.4 WWF OR FIBERMESH co / / / " 6x6 W1.4x1.4 WWF OR b3 " " /� ° . ./\/\ \/\ 4 CONCRETE SLAB WITH 6x6 \�8 CMU STEMWALL WITH(1)#4 @ 48 O.C. " �//fj� GRADE \�\/\\/\\/\\/\\/\ \\j FIBERMESH �' \ \ / / f / / / /i axi _ \ \ s \ \ \ \ \ - .. --- W1 AA A WWF OR FIBERMESH \ \ \ \ / / / / =4—t— a AND IN EACH CORNER. ✓ / d.` • / //� \j\ \\\j\\j\\j\ 'REINFORCEMENT(AS NOTED) v\\ \\ \�� //\// V GRADE .° \\ \\\/\\ o —d:—s=a FILL CELL SOLID AT EACH#4 REBAR. � --- --- \/ " " co //� , ye • ao VAPOR BARRIER OVER TREATED / / /fjf/j//\f/\G��//' --8"CMU STEMWALL WITH 1 #4 @48-O.C. °D /fir s•\ \ \/��// --- N w - • °< b c' J HOOK REBAR 12 INTO SLAB AND 6 INTO \\ j AND COMPACTED FILL. 4 0 //\ /f\\j\\jj\j\�i� AND IN EACH CORNER. O \r ��/j\//j VAPOR BARRIER OVER o �� ¢ Z \ire\j//\yh '� . , , s;�\\� FOOTING. \/ /\\/\\/\j\\/\\� • ° \�\�\/ �\ \ \ \ \ \ \ \\X\\ r//// \\ \ \\` VAPOR BARRIER OVERn \ \ \ \ \ \ � r\//j//\//\�\//\//i/' TREATED AND COMPACTED FILL � '\�\� /\� j�./ o � W FILL CELL SOLID AT EACH#4 REBAR. / / /\/,� \ • `r•\\ \/\ \ \ \ \ \ /\�� o \.�\, �/ > VAPOR BARRIER OVER �\ \ \ \ \ \ �\ TREATED AND COMPACTED 6 5 '\/�\/ / \ \\j\\j\\j\\j /\\'' HOOK REBAR 12"INTO SLAB AND 6"INTO ,, r� �/ /i//i//� /\//\//\// � / TREATED AND COMPACTED FILL FILL � FOOTING. •g W ONE STORY- 2 #5 CONT. 1'-5" ONE STORY- 3 #5 CONT. " (AS NOTED) REINFORCEMENT(AS NOTED) o Lo TWO STORY-(3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. 1-8 (2)#5 CONT. 8" (1)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED) 3 A SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK E cc Z ~ r SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION -THICKENED EDGE P SECTION - INTERIOR BEARING PAD FOOTING o oc SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 SD-1 c H W ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. o 2x—STUDS @ 16"O.C.(U.O.N.) Zx_TREATED SILL PLATE _ Z = PA51 STRAP NAILED TO GARAGE 2x_STUDS 16"O.C.(U.O.N.) (SEE TYPICAL WALL SECTION cn @ 3"MAXIMUM OVERHANG OPTIONAL FOR ANCHORAGE) -+ DOOR POST.BEND STRAP INTO STHD14 STRAP NAILED TO (OPTIONAL) 2x—STUDS @ 16-O.C.(U.O.N.) `n FOOTING AS SHOWN. 4"CONCRETE SLAB WITH 6x6 4"CONCRETE SLAB WITH 6x6 " — GARAGE DOOR POST. W1.4x1.4 WWF OR FIBERMESH �' o H W1.4x1.4 WWF OR FIBERMESH 2x_TREATED SILL PLATE °� EMBED STRAP INTO FOOTING 4"CONCRETE SLAB WITH 6x6 0 � H w (SEE TYPICAL WALL SECTION � THICKENED EDGE AT GARAGE DOOR AS SHOWN. c w Z Lu FOR ANCHORAGE � ` w THICKENED EDGE AT GARAGE \ \ N. W1.4x1.4 WWF OR FIBERMESH w \\VAPOR BARRIER OVER TREATED ) -_ #4 WITH 6"HOOK INTO FOOTING Z \ \\/\\ \ VAPOR BARRIER OVER TREATED > �_ J w GRADE 4"CONCRETE SLAB WITH 6x6 z " <n DOOR f\\ \//\\ \� CURB HEIGHT VARIES o F- V n- \ AND COMPACTED FILL AND BENT 12 MINIMUM INTO 'o w \/\ \/\i AND COMPACTED FILL GRADE \ \ /f\� W1.4x1.4 WWF OR FIBERMESH = — _ - ¢ MONOLITHIC FOOTING \//\\ \//fir` coo • \\/\ \\ 1 #5 CONT. _ — — THICKENED EDGE. \ \ , 1 #5 CONT. - p• \/\� ) " �"' —' �°= GRADE /\\ \\ \\/\\�) r > \�8"CMU STEMWALL WITH(1)#4 @ 48-O.C. • °O Z� //// GRADE \ " a // V - CMU STEMWALL WITH 1 #4 48-O.C. /\ € __-W``� AND IN EACH CORNER. SAND IN EACH CORNER. % / / _ \�\\ /\/\ VAPOR BARRIER OVER TREATED Y FILL CELL SOLID AT EACH#4 REBAR. " . /. /i�ir�/ o - Z " o \/ \/j\/j, FILL CELL SOLID AT EACH#4 REBAR. AND COMPACTED FILL HOOK REBAR 12 INTO SLAB AND 6 INTO \/\/ . �a '�o VAPOR BARRIER OVER TREATED o \ \ \\ " a> O r \ \ \ _ _ _ _ \ \ \ // // // HOOK REBAR 16 INTO PORCH SLAB c F'"' cJ) FOOTING. \ /\ j�AND COMPACTED FILL II /<GRADE — — _ — _ a //\�//\�/�' \\ \%��\ AND 6"INTO FOOTING. 6" (1)#4 CONT. v a _ " 6 c a 1-8 ONE STORY-(2)#5 CONT. 1'-0" ONE STORY- 2 #5 CONT. 1'8" TWO STORY- 3 #5 CONT. /i //\/\//\//\ff\//\/f\//\/f\//\/r //\\//\\/�\• -v ' • z ` 11-8m (2)#5 CONT. Q u . O 1'-4" TWO STORY-(3)#5 CONT. 6"�� \,�\ \ \ \ \/f\\ \/>� CONT.CONCRETE FOOTINGc `\�\\��\�` "ALTERNATE:INSTALL MSTAM36 STRAPS�V LIEU OF EITHER PA 51 STRAP OR STHD14 STRAP(SEE DETAIL R ON SHEET SD 1)" L m`/a u- SECTION - STEMWALL SECTION - MONOLITHIC F DETAIL - PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN 8 ~ Z B � Z SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 Z ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 4 W O W CL SHOWER AREA F — SHOWER AREA f _ Z pq � � o MONOLITHIC FOOTING co O w rn BRICK VENEER WITH 1"AIR SPACE — c o AND WALL TIES 8"CMU STEMWALL 2x_STUDS 16-O.C. U.O.N. I LL Q a @ (U.O.N.) FORM EDGE O CONT.FLASHING;PROVIDE WEEP HOLES @ 33-O.C. PLAN VIEW PLAN VIEW `� c Q GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1"AIR SPACE v F.1..� V 2x_TREATED SILL PLATE AND WALL TIESLL (SEE TYPICAL WALL SECTION 2x_STUDS @ 16-O.C.(U.O.N.) cc FOR ANCHORAGE) 2x T " W STUDS @ 16 O.C.(U.O.N.) 2x_TREATED SILL PLATE (1)#5 CONT. CONT.FLASHING;PROVIDE WEEP � Q a (SEE TYPICAL WALL SECTION FILL JOINT WITH ELASTOMERIC HOLES @ 33-O.C. FOR ANCHORAGE) 2x_STUDS @ 16"O.C.(U.O.N.) (2}MSTAM36 STRAPS c GROUT AIR SPACE BELOW FLASHING JOINT FILLER 6"MIN. (1)#4 CONT. cn cm w W cv 2x_TREATED SILL PLATE a) 2x_TREATED SILL PLATE NAIL EACH STRAP TO CRIPPLE STUD o rte, O Lo 4"CONCRETE SLAB WITH 6x6 HEIGHT OF CURB VARIES SEE TYPICAL WALL SECTION 4"CONCRETE SLAB WITH 6x6 _J F.1..� J m (SEE TYPICAL WALL SECTION ( W1.4x1.4 WWF OR FIBERMESH N WITH(13)10d COM NAILS o I - c!� M W1.4x1.4 WWF OR FIBERMESH 6"MIN. FOR ANCHORAGE) c J FOR ANCHORAGE) 4"CONCRETE SLAB WITH 6x6 m p FASTEN STRAP TO FOUNDATION f° _ o "y--- HEIGHT OF CURB VARIES(8-MAX.) • W1.4x1.4 WWF OR FIBERMESH 1)#4 CONT. 000 0 " m = Z s 6w MIN. " \ \ v WALL WITH(8) x 2Y TITEN SCREWS o Y w \ \ \ GRADE - HEIGHT OF CURB VARIES(8 MAX.) \ \\ \\ \ g a VAPOR BARRIER OVER TREATED 4"CONCRETE SLAB WITH 6x6 // VAPOR BARRIER OVER TREATED INTO MASONRY OR(8)Ya"x 1%"TITEN >- GRADE \//\ \ GRADE " \j\\�\\ \� N CR `�' w \\ \ \\/\\iAND COMPACTED FILL W1.4x1.4 WWF OR FIBERMESH /\\/\\ \/\\ 4 CONCRETE SLAB WITH 6x6 / //\,AND COMPACTED FILL = SCREWS INTO CON ETE o, \//\\, z \/f\//\ \ VAPOR BARRIER OVER TREATED \/\\ \/\r F- c u- ( ) @ '"°- "a E \ \\%\\%AND COMPACTED FILL _ W1.4x1.4 WWF OR FIBERMESH GRADE \ \(1)#5 CONT. Z 3 u- �8"CMU STEMWALL WITH 1 #4 48-O.C. z / /' u. AND IN EACH CORNER. /f/ /j / \j\\�\j�\j �8"CMU STEMWALL WITH 1 #4 48"O.C. 'Y FILL FILL CELL SOLID AT EACH#4 REBAR. z ✓/ / ',//\/� /f/\\ \\/j�' \f�\//\// ° / / ( ) C N / / HOOK REBAR 12-INTO UPPER COURSE OF °• as �,"j�\� VAPOR BARRIER OVER o \/ /j\� 8"CMU STEMWALL WITH(1)#4 @ 48-O.C. $ ? jj�////// �,/////,. \��\��\�AND IN EACH CORNER. NOTE: " �, �, \\�� TREATED AND COMPACTED FILL o \// \/j\\/j AND IN EACH CORNER. \\j\\j '< r r>� o " , \/ \//\/� FILL CELL SOLID AT EACH#4 REBAR. \ \ \ \ BLOCKS AND 6 INTO FOOTING. �/ / f / f /\/\/ \ �. \/\ '�/ / • o \/ \j\\j` THIS DETAIL MAY BE SUBSTITUTED FOR c f // / / / / \ \ \ VAPOR BARRIER OVER TREATED � � / � ° / / HOOK REBAR 16"INTO PORCH SLAB AND FILL CELL SOLID AT EACH#4 REBAR. / /\ / / j\y\�j \\ .'" \\�� " '� _ EITHER THE PA51 STRAP(STEMWALL)OR 4" 6• 5"' //j�/j� /j// \ \ \\ \\ \\ �\ " //\/f //\//\/ //\/I ,AND COMPACTED FILL �// 6 INTO FOOTING. N \ /� HOOK REBAR 12' INTO SLAB AND 6 INTO \i/r /\\j/\\j/ //\\j/�\ \ j\\ \\j\\j\\j /\\/ THE STHD14 STRAP(MONOLITHIC). c o " \ \\��\' FOOTING. �`� /\ \\��\�/ ��/j FASTEN STRAP AS NOTED ABOVE TO a co 1-5 ONE STORY- 3 #5 CONT. 6" " 1'-0" ONE STORY- 2 #5 CONT. 6" EITHER FOUNDATION TYPE. 8 - 1'-8" ONE STORY- 2 #5 CONT. 1-9 TWO STORY-(3)#5 CONT. 1'-8" ONE STORY- 2 #5 CONT. 1'-4" TWO STORY- 3 #5 CONT. \'��f/i\\/�/\ s (n � c TWO STORY-(3)#5 CONT. ( ) V-8" (2)#5 CONT. / / cv M V-8" TWO STORY-(3)#5 CONT. '� o w � ' m a co cc c SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK G SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICKco R DETAIL - ALTERNATE FOR PA51 STRAP OR 0 Z SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 STHD14 STRAP 91 Q 0 � x a ENGINEER FOR ADDITIONAL REQUIREMENTS, ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 3 U a u- O co E _ E x_ 16" . .(U.O.N.) C8 SCALE: 2x_TREATED SILL PLATE (SEE TYPICAL WALL SECTION FILL SOLID WITH CONCRETE FOR ANCHORAGE) N DO NOTSCALE w (1)#5 CONT. THIS DRAWING 4"STD.PIPE `>, FILL JOINT WITH ELASTOMERIC RELEASE DATE: JOINT FILLER W 09-29_08 4"CONCRETE SLAB WITH 6x6 2x—STUDS @ 16-O.C.(U.O.N.) 2x_STUDS @ 16"O.C.(U.O.N.) 2x STUDS @ 16"O.C.(U.O.N.) c W1.4x1.4 WWF OR FIBERMESH 2x_TREATED SILL PLATE 2x—TREATED SILL PLATE 2x TREATED SILL PLATE `'' 4"CONCRETE SLAB WITH 6x6 REVISIONS: (SEE TYPICAL WALL SECTION (SEE TYPICAL WALL SECTION c (SEE TYPICAL WALL SECTION W1.4x1.4 WWF OR FIBERMESH 'c FOR ANCHORAGE) FOR ANCHORAGE) FOR ANCHORAGE) m \\ MIN. HEIGHT OF CURB VARIES(8"MAX.) CURB HEIGHT VARIES v, GRADE %,Al\VAPOR BARRIER OVER TREATED 4"CONCRETE SLAB WITH 6x6 c \�//\�AND COMPACTED FILL GRADE 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH 4"CONCRETE SLAB WITH 6x6 <" Q, r8"CMU STEMWALL WITH 1 #4 48-O.C. ? W1.4x1.4 WWF OR FIBERMESH W1.4x1.4 WWF OR FIBERMESH i\\j\\j\\j I•. . °: /\\ \r\\r; O @ y _ - -. VAPOR BARRIER OVER TREATED AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR. ND COMPACTED FILL = HOOK REBAR 12 INTO UPPER COURSE j //// •.° a / // //\//� •a / // e, / s,/ // % \ \ \ /\\/\ OF BLOCKS AND 6"INTO FOOTING. \\\\\\ s ,�\.:' \\/� / \% ��\\\ a• °. .. a/ �. / \\//\%��% :.I I \/\\\/\�\/ DRAWN BY: ,r\ VAPOR BARRIER OVER TREATED _ AND COMPACTED FILL /'�//�f/�/' VAPOR BARRIER OVER /�\/i�\//��/i /�\ /\ \// \\ ,FOOTING FOR BOLLARD CMF TREATED AND COMPACTED FILL AND OMPACTED FILL TREATED `� /\�// . °:Uti (FOOTING LEITHER OS ACCEPTABLEUND OR ) c a� ,r ) CHECKED BY: 1.41 ONE STORY-(2)#5 CONT. 1'-0" ONE STORY- 2 #5 CONT. 1'-4" ONE STORY- 2 #5 CONT. a FSS 1-4 ONE STORY- 2 #5 CONT. SHEET: 1'-8" TWO STORY-(3)#5 CONT. 1'-4" TWO STORY-(3)#5 CONT. 1'_g• TWO STORY-(3)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. 2'_p" E' fA M D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN N SECTION - BOLLARD g SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACTSD-1 SD-1 N SDml ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1 � VERSION:02-M . . d W (TYPICAL DOUBLE PLATE SPLICE) c .= 48"MINIMUM SPLICE LENGTH c MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT � (16)0.131"x 3"NAILS IN THIS ZONE. (SEE DETAIL"E"ON SD-2) / �` c (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL HEADER NAILING REQUIREMENTS w NAIL EACH PLY OF KING AND CRIPPLE STUDS PLATES WITH 0.131"x 3"NAILS @ 8-O.C. 0 JOINT IN LOWER PLATE JOINT IN UPPER PLATE TOGETHER WITH 0.131"x 3 Ya"NAILS @ 6-O.C. o i !. %r, 2x6 (3)NAILS PER PLY D STAGGERED �"--,�� DOUBLE PLATE _ STAGGERED(TYPICAL) �� w THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED TYPICAL STUD TO DOUBLE PLATE CRIPPLES AND KING STUDS 2x8 (4)NAILS PER PLY E CN 6"OF SPLICE IN LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD CRIPPLE STUD AND KING i i CONNECTION - (AS NOTED) 4- Z 8"MAX. 6"MAX. � ALTERNATE:IF ROD IS GREATER ASSEMBLY WITHIN 12"ON EACH SIDE OF STUD REQUIREMENTS (SEE DETAIL"G"ON SD 2) HEADER(AS NOTED) HEADER 2x10 (5)NAILS PER PLY g O THAN 6"FROM SPLICE-ADD i JOINT. ---I 6"MAX. (SEE WALL LAYOUT) I I NAILS AS NOTED E w r. I I SSP AT SPLICE. MSTA36 STRAP CENTERED ON CHANGE IN 2x_BLOCKING(TYPICAL) IN TABLE 2x12 (6)NAILS PER PLY l'm ILIPLATE HEIGHT 11 I 3)0.131"x 3 Y"TOENAILS AT EACH ��"� ii "II ' I END(TYPICAL) CRIPPLE STUD 9Yz"LVL {5)NAILS PER PLY _ = '"' 2 NAIL EACH SILL PLY TO KING STUD KING STUDS 7 " y Z 11 /s LVL (6)NAILS PER PLY m J 4 j� WITH(3)0.131"x 3 Y"NAILS-TOENAIL a OR ENDNAIL(TYPICAL) ii ( I 2x4 BLOCKING BETWEEN STUDS TOENAIL 14"LVL (7)NAILS PER PLY rn > 1i NAIL EACH PLATE TO CRIPPLE STUD OR ENDNAIL EACH END TO ADJACENT BEVEL BLOCKING AS REQUIRED FOR NOTE: „ „ / I STUD WITH(3)0.131"x 3 Ya"NAILS MINIMUM 1 Y2"NAIL PENETRATION NAILS MAYBE GH KIN LED OR BACK 16"LVL (8)NAILS PER PLY •c � 2 J WITH(3)0.131 x 3 Y NAILS-TOENAIL I NAILED THROUGH KING STUD. W ii OR ENDNAIL(TYPICAL INTO MAIN FRAMING MEMBERS. W ca (TYPICAL) o O (2)2z SILL o iii i 2x_SPF#2 STUDS @ 16-O.C.(U.O.N.) SHEATHING MAY CANTILEVER UP TO Q (SEE WALL LAYOUT) 2"MAXIMUM PAST SUPPORTS.ALL 3 I WINDOW ATTACHMENTS MUST BE -�' ANCHORED INTO 2x-MEMBERS. •2 lm I ii i DOUBLE SILL REQUIRED WHERE OPENING - E IL -TYPICAL HEADER TO KING STUD CONNECTION ii Ii WIDTH EXCEEDS 61 U.O.N.) D DETAIL TYPICAL ARCH TOP OPENING DETAIL THREADED ROD ASSEMBLY AT NOTED SPACING T `� SD-2 0 ii I (SEE DETAIL ON THREADED ROD LAYOUT) SD-2 Z ii ii 2x_TREATED SYP SILL PLATE STEMWALL: STEMWALL OR MONOLITHIC: 0 rn en O Q jL ii JOINT IN SILL PLATE Y2"THREADED ROD SET 5"IN ADHESIVE Y"x 10"CAST-IN-PLACE HEADED OR \ \ o li , _L I u , I d P�7 . I ORAe x 8"TITEN HD(SIMPSON) L-BOLT (7"EMBEDMENT) ,J I o STEMWALL: TYPICAL STUD NAILING * >, V W .J MONOLITHIC: 0 �� 1 T � Y27 THREADED ROD SET 4"IN ADHESIVE A"THREADED ROD SET 4"IN ii.l i OR ADHESIVE NAILING AT STUD V 3: STUD SIZE DOUBLE PLATE SILL PLATE ca OR%"x 6"TITEN HD(SIMPSON) TO DOUBLE PLATE o Z ui TYPICAL STUD TO SILL PLATE Y"x 9"SCREW ANCHOR BY (END NAIL) 2x4 (2) (3) c J w O MONOLITHIC: HURRI-BOLT,INC. � � n w THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY OR ANCHOR CONNECTION x 6"TITEN HD OR%"x 6"SCREW STUD > F- V a- (BEYOND) BOLT(TYPE 111 , 02 ,or 30) (SEE DETAIL"G"ON SD-2) ORY"x 8"TITEN HD(SIMPSON) 42 0 BUILT-UP CORNER POST WITHIN 12"OF EACH SIDE OF JOINT ANCHOR BYHURRI-BOLT,INC. 2x6 (3) (4) IN SILL PLATE. SILL PLATE (SEE DETAIL"K"ON SD-2) NAILING AT STUD 2x8 (4) (5) 3 Z.. TO SILL PLATE o r. :' � BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) * ANCHOR BOLT REQUIRED WHEN DISTANCE BETWEEN NOTE: � a a ,.". a . � (TOENAIL) 2x10 (5) (6) L THREADED ROD ASSEMBLIES EXCEEDS 60".INSTALL CENTER ANCHOR BOLTSZ.1f, NAIL EACH PLY WITH 0.131"x 3 Y" a' % ' ` ` o * NAILS @ 6-O.C.STAGGERED TYPE 1 OR(2 @ 60-O.C.MAXIMUM SPACING,OR IN SILL PLATE,USE 3"x 3"xY"WASHER =- ' y * » c F"'�' ' ,' r.` � '. TYPE g3 @ 48-O.C.MAXIMUM SPACING. TYPE O TYPE 2� TYPE 3Q ALL NAILS NOTED ARE 0.131"x 3Ya ca ,,,r,4,` e1i 41) (SEE DETAIL'F'ON SD 2) F DETAIL -ANCHOR BOLT OPTIONS G DETAIL-TYPICAL WALL STUD CONNECTION ' C DETAIL -TYPICAL WALL FRAMING CONDITIONS c u' SD-2 SD-2 _2 e ,� SD-2 m C ,i " O u. c W` 6 m H2.5A AT EACH LOOKOUT qq 0 U. . �- 2x4 LOOKOUTS @ 48-O.C.FOR - SILL PLATE(BELOW) ROOF COVERING(BY OTHERS) m ~� Z OVERHANG 2x_CORNER FRAMING FULL HEIGHT STUDS(TYPICAL) RAFTER AS NOTED o Z - /_ JOIST(AS NOTED) ON LAYOUT 0 Q ROOF SHEATHING(AS NOTED) CONNECTOR WHERE REQUIRED o w 2x4 SYP BLOCKING BETWEEN (2 ROWS OF 0.131"x 3 Y" CEILING JOIST AS 0 w N H2 5A AT EACH LOOKOUT NAILS @ 12-O.C. (SEE ROOF FRAMING NOTES) NOTED ON LAYOUT c � a LOOKOUTS i _ STAGGERED TYPICAL ( ) CORNICE DETAIL 04 0.131"x 2 Y"NAILS @ 6-O.C. 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG (BY OTHERS) N O w 4m ROOF SHEATHING GYPSUM BOARD c I_ 0 o BALLOON FRAMED STUDS(AS NOTED) - ( -3 I'-'� '� Z SINGLE PLATE NAIL TO TRUSS (AS NOTED) 2x6 OR 2x8 FRAMED WALL a T F� � Q a- 2x4 SYP BLOCKING ( to 0_SYP#2 DOUBLE PLATE ___ _______ -o `./ BOTTOM CHORD WITH 0.131"x 3Ya" SILL PLATE(BELOW) ( ) BETWEEN LOOKOUTS l 1.i f m -� LL- NAILS @ 6"O.C. LL ti 2x4 CORNER FRAMING FULL WALL STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 7 „ is » W - EXTERIOR SHEATHING SHALL BE BALLOON FRAMED HEIGHT STUDS �8 OR /32 RATED SHEATHING,EXPOSURE I-SHINGLE ROOF. c Q STUDS(AS NOTED) GYPSUM BOARD � / 1%2"RATED SHEATHING,EXPOSURE I-TILE ROOF. � �"T, V NAILED TO BOTTOM CHORD OFITRUSS MINIMUM OF(3)2x4 BLOCKS 12 LONG w 6"O.C.WITH 0.131"x 2 Y" DOUBLE PLATE - FASTEN WITH .ON x 2 ES RING SHANK o NAILED WITH(4 0.131"x 3Ya"NAILS TO NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. o �' y (� INTERIOR VAULT EACH ADJACENTSTUD THREADED ROD ASSEMBLY AT a' _ _ _ _ _ _ PA S. (U.O.N.ON WALL LAYOUT) EXTERIOR SHEATHING ALTERNATE:INSTALL SOLID STUD IN NOTED SPACING(SEE DETAIL ON GYPSUM BOARD a W H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT SHALL BE NAILED TO THIS SPACE THREADED ROD LAYOUT) HURRICANE ANCHOR AT EACH RAFTER(SEE ROOF ( ' ) U UPPER PLY OF DOUBLE 2x4 CORNER FRAMING FULL FRAMING NOTES) �+�vi 0 a sD-2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Yz OF EXTERIOR ROOF PITCH PLATE @ 6-O.C. HEIGHT STUD 2x_TREATED SYP SILL PLATE MINIMUM 1 Y"BEARING AT SEAT CUT04 O W 04 WITH 0.131"x 2 Y"NAILS. - - --I- (U.O.N.ON WALL LAYOUT) 2x4 FRAMED WALL (2 ROWS OF 0.131"x 3Ya" <a �o wTOENAIL RAFTER TO PLATE WITH(3)0.131"x 3Ya"NAILS O m M NAILS @ 12 O.C. \ . "/ NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3-NAILS. LL. J M i (U.O.N.) o m = c J DETAIL - BALLOON FRAMED GABLE END HIGH CEILINGa. VAULT K SECTION - TYPICAL FRAMING AT 90° CORNERS L SECTION - TYPICAL INTERIOR BEARING WALL (2)2x SYP#2 DOUBLE PLAT(U.O.N.) a) ^ Y sD-2 INTERIOR CEILING PITCH EXCEEDS� OF EXTERIOR ROOF PITCH s0-2 sD-2 GYPSUM BOARD w � %s"RATED SHEATHING,EXPOSURE I .s ILL FASTEN WITH 0.131"x 2 Y" o w NAILS @ 6-O.C.ON EDGES AND ami 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) t ROOF COVERING(BY OTHERS) 2x_STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) c z I ENDNAIL(2)0.131"x 3Ya"NAILS AT EACH LOOKOUT ONFTER AS LAYOUT NOTED_\ 42 1 2x SOLE PLATE(U.O.N.)NAIL TO RIM = cv 2x6 BLOCKING AT EACH DIAGONAL BRACE CEILING JOIST AS BOARD @ 6-O.C.WITH 0.131"x 3Ya"NAILS a � � 2x6 DIAGONAL BRACE 48"O.C.WITH RAFTER(AS NOTED) 2s » $ - " @ NOTED ON LAYOUT /�z RATED STURD-I-FLOOR(TSG)SHEATHING GLUED (5)0.131"x 3 Y"NAILS AT EACH END(U.O.N.) CORNICE DETAIL AND NAILED.FASTEN WITH 0.131"x 2 Y"RING SHANK 0 W M N co 2x4 FLATWISE LOOKOUT @ 48-O.C. (BY OTHERS) I ROOF SHEATHING(AS NOTED) FASTEN SHEATHING TO LOOKOUT WITH @ 6"O.C.ON EDGES AND 12"O.C.IN THE FIELD. o W � t C SHEATHING END NAILING REQUIREMENTS. FLOOR JOIST(I-JOIST SHOWN,SAWN m I— Lu °�° N - v ) JOIST SIMILAR-SEE SECTION"Z"ON C > c v a • _ H3 CLIP @ LOOKOUT(TYPICAL) SD-3 FOR OPEN WEB TRUSS) o = Z o' o° / --- ------- _•_ 2x4 L-BRACE AT EACH LOOKOUT NAIL WITH a Q O X s cn o ca (3)0.131"x 3 Y"NAIL SPF MATERIAL / 8 Cn Ci 0- ACCEPTABLE ACCEPTABLE � %s"OR 1%2"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF. m Q MAXIMUM 12"OVERHAN " 2x SUBFASCIA NAIL TO LOOKOUT WITH \ / 1 s2"RATED SHEATHING,EXPOSURE I-TILE ROOF. � a t -' - FASTEN WITH 0.113"x 2 s/"RING SHANK E (2)0.131"x 3Ya"NAILS NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. GYPSUM BOARD 8 SCALE: ENDWALL RAFTER NOTCHED FOR FLAT LOOKOUT GYPSUM BOARD RIM BOARD(I-JOIST OR SAWN JOIST) HURRICANE ANCHOR AT EACH RAFTER(SEE ROOF N.T.S. - (U.O.N.) NAIL SHEATHING @ 6-O.C.TO RAFTER WITH FRAMING NOTES) NAIL JOIST TO PLATE WITH(2)0.131"x 3 Ya"TOENAILS i-11 DO NOT SCALE 0.131"x2Xe NAILS a THIS DRAWING MINIMUM 1 Y"BEARING AT SEAT CUT (2)2x_SYP#2 DOUBLE PLATE L NAIL PLATE TO RAFTER WITH 0.131"x 3 Ya" TOENAIL RAFTER TO PLATE WITH(3)0.131"x 3 Ya"NAILS (U.O.N.) RELEASE DATE: NAILS @ 6-O.C. NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS. TOENAIL RIM BOARD TO PLATE WITH s 1x4 LATERAL BRACE @ 48-O.C.NAILED v, 0929-0$ _ • TO EACH JOIST WITH(2)0.131"x 3"NAILS ° I PLATE(AS NOTED) (U.O.N.) 0.131"x 3 Y"NAILS @ 8-O.C. s REVISIONS: INTO(4)CEILING JOISTS.OVERHANG SOLID BLOCKING AT EACH LOOKOUT LOCATION THREADED COUPLING AS REQUIRED d� MINIMUM 2"TO AVOID SPLITTING. (2)2x_SYP#2 DOUBLE PLATE a WITH{4)0.131"x 3 Y"NAILS INTO LOOKOUT (U.O.N.) a� GYPSUM BOARD c MINIMUM%s"RATED SHEATHING CONTIUOUS GYPSUM BOARD c TO BOTTOM OF LOOKOUTS 2x_STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT) 2x_STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) w , NAIL JOIST TO GABLE STUDS WITH %s"RATED SHEATHING,EXPOSURE I %s"RATED SHEATHING,EXPOSURE I .n Ye m (4)0.131"x 3 Y"NAILS @ 16-O.C. FASTEN WITH 0.131"x 2 Y" FASTEN WITH .ON x 2 ES NAILS @ 6-O.C.ON EDGES AND NAILS @ 6 O.C.ON EDGES AND z 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) ' TOENAIL GABLE STUDS TO DOUBLE 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) 0 DRAWN BY: NOTE: PLATE WITH(3)0.131"x 3 Y"NAILS 8'-O"SOLID DECKING MAY BE INSTALLED IN LIEU OF THREADED ROD ASSEMBLY AT THREADED ROD ASSEMBLY AT LATERAL BRACING AND DIAGONAL BRACING. LSTA18 STRAP @ 48-O.C. NOTED SPACING(SEE DETAIL ON NOTED SPACING(SEE DETAIL ON a CMF THREADED ROD LAYOUT) THREADED ROD LAYOUT) CEILING JOIST(AS NOTED) 2x TREATED SYP #2 SILL PLATE 2X_TREATED SYP#2 SILL PLATE cm CHECKED BY: w FSS � 's-__ a,, - SHEET: '"�'-SEE FOUNDATION DETAILS. ' ter_ �- SEE FOUNDATION DETAILS -0 M DETAIL - NOT USED N SECTION - GABLE END WALL DIAGONAL BRACING SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION -TYPICAL EXTERIOR TWO STORY WALLLo A o SD �2`� SD-2 SO-2 SD-2 N - SD-2 v F-R•CF(VERSION:01a) 11 a �,, p ,N v,a y.0 _ _ ,..,. M. ." a ,a A_",r, ._.,., m ,n: r .,u..: � .. - �_v.. «_ _ n, 1. I. _ � . _ .. _ . __ _ _. .,, ,.� .-, �...., .� W.�,xT .,, -^-�,,.�--�. --fir... 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L Q I. )== EXTERIOR BEAM(AS NOTED) I I I m N W MSN�6" WALL STUDS MPS" DOUBLE PLATE I I I I ,� I I I STRAP CRIPPLE TO HEADER WITH o � J '� NOTCH BEAM AS REQUIRED TO I I I LSTA18 STRAP11111111111111111111111 � Q FIT BENEATH DOUBLE PLATE I I I 1------� \\ I € -11,, `�, RAFTER LTT20(U.O.N.) �, Q NAIL SPLICE WITH(6) 0.131"x 3Ya"NAILS SILL PLATE BEAM BEARS ON(2}2x_CRIPPLES I I I I cn 2 (U.O.N.) (TYPICAL-U.O.N.) I I I I c V 3 Z -� Q a X ��,.6 NAIL BRACE WITH{5) CONDITION: 1 �, � 0.131"x 3 Y"NAILS TO SPLICE(U.O.N.) J (NOTCHED BEAM) c 0 J --_i d i PURLIN BRACE OR BEARING I ----------------------------- I I ------------------------------ I W I OPTION#1 W z -__ 97 , ------------------------------ ------------------------------ 0 ---- 1T------I T------n------n---I I I--- ------n------VI------Tr-----I Q .__ I II II II II I 1 II II II II I t;_- 0 MSN 6° -= I I I I I I I I I I I I THREADED ROD ASSEMBLY I 1 I I I I I I I I I I THREADED ROD ASSEMBLY � _-= I II II II II I I II II II II I O I I II II II II 1 I I I II II II II I I s 4 - INSTALL DSP CLIPS @ 24"O.C.OR I I I I I I I I I I NOTE: I I I I I I I I I I NOTE: § o >. Q SPH_ 32"O.C. i I I I I 11 I I I I I I I I I I I I I I I I z � Ln @ I I I I I I I I I I THREADED ROD ASSEMBLY I I I I I I I I I I THREADED ROD ASSEMBLY �' I II II 11 II I I I I II II II II I I EXTERIOR BEAM AS NOTED I 1 i I I I I I I I NOT REQUIRED AT GARAGE I I I I I I I I I I NOT REQUIRED AT GARAGE n � � { ) I I I I I I 1 1 1 1 I I DOOR OPENINGS. I I I I I I I I I I I I DOOR OPENINGS. .2 :� I II II II II I I II II II II I I II II 11 II I I ( I II II II II I I W -NAIRAFTER SPLICE WITH 6 DOUBLE PLATE ( ) (2)MSTAM24 STRAPS FASTENED TO II I I II I o Z �N'L" 0.131"x 3Ya"NAILS STUDS AND FACE OF FOUNDATION I u II M �` 6 0.131'.) BEAM INSTALLED BENEATH DOUBLE PLATE c 0 d` SILL PLATE v' Q "\ \ \ PURLIN BRACE OR � \\ BEARING BEAM BEARS ON(2)2x CRIPPLES ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED U) p x cc OPTION#2 (TYPICAL-U.O.N.) (SEE DETAIL C ON SD-2) W " (SEE DETAIL"C"ON SD-2) J CONDITION: 2 FLUSH HEADER CONDITION DROPPED HEADER CONDITION viiiiiiiiiiiiiiiiiiiiii � W = cc U ALTERNATE {DROPPED BEAM) ' `g J� w~ o P DETAIL - TYPICAL RAFTER SPLICE AT PURLIN BRACE Q DETAIL - UPLIFT ANCHORAGE WITHOUT THREADED ROD R DETAIL - EXTERIOR BEAM TO WALL CONNECTION s DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS `J' °�- SD-3 SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 SD-3)I` THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED C-- 11 3 € f'I'( r j . ll ,Q Z"*",-", 2,4INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE PLATE :I i i , + ' r �, , NAIL EACH END OF BLOCKING TO = " ''1'I o, III ALTERNATE:MSTA24 STRAP LOOPED OVER JOIST WITH(3)0.131"x 3Ya" " ``+ 1" `o, EXTERIOR BEAM DOUBLE PLATE NAILED WITH 6 10d x 1 Y"NAILS �` o ROOF SHEATHING (AS NOTED) DOUBLE PLATE INTO EACH SIDE OF STUD O INSTALL 2x4 BLOCKING BETWEEN ccc ,+ '•• ,^� �w. JOISTS @ 12 O.C. c , , ¢. `D H6 CLIP FROM 3"x 3"xYa"WASHER UPPER LEVEL STUD ami ' ° �, ROOF TRUSS(BY OTHERS)WITH POST TO BEAM ? rn , .b LL ', I I BRACE(IF REQUIRED) LAP BEAM PLIES AND M THREADED ROD ASSEMBLY WITH NUT CS16 STRAP(CUT TO LENGTH)FROM UPPER _ JOIST(AS NOTED) c DD w I NAIL AS SHOWN-(5) STUD TO STUD BELOW @ 32-O.C.(U.O.N.). NAIL EACH BLOCK TO DOUBLE PLATE " �� TO REPLACE(1)ROW OF LATERAL 0.131"x 3 Y4"NAILS PER PLY (2)ROWS OF 0.131"x 3Ya"NAILS @ 12-O.C. NAIL INTO UPPER STUD WITH(11)104 AND NAIL WITH(3)0.131"x 3 Y"NAILS -v I I i I BRACING INSTALL 2x4 No.2 SYP T-BRACE I PT POST(AS NOTED) — — INTO LOWER STUD WITH(11)10d NAILS. f:4Z I NAILED TO EACH PLY OF TRUSS WEB AT -- PT POST(AS NOTED) �— 2x FRAMING(BELOW DOUBLE PLATE) / BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 8 Z I I•I -- ABU POST BASE ('",,,, O 6"O.C.WITH 0.131"x 3"NAILS i H6 CLIP FROM POST DOUBLE PLATE a� w `; 1.1 `;' TO REPLACE(2)ROWS OF LATERAL i TO BEAM I (AS NOTED) SPH_CLIP OVER DOUBLE PLA �� NAILING NOT REQUIRED BETWEEN UPPER SILL o ~ w BRACING INSTALL 2x6 No.2 T-BRACE e " FRAMED WALL I I EXTERIOR BEAM THREADED ROD PLATE AND LOWER DOUBLE PLATE. c W _ a NAILED TO EACH PLY OF TRUSS WEB AT Lo i O. WITH NUT SET IN / . ALTERNATE:MSTA24 STRAP LOOPED OVER c, 1�1 w 1- N ---------- I'I - - I (AS NOTED) " i -- ----- ---- 6"O.C.WITH 0.131"x 3"NAILS ADHESIVE DOUBLE PLATE WITH 6))104 x 1 Y"NAILS `° 0 W '' PLAN VIEW AT TOP OF POST ! (7"EMBEDMENT) ,I INTO EACH SIDE OF STUD FLOOR SYSTEM(AS NOTED) rn H 0 I�--I � � z -- 3 0 ---- ----- �\ ---- ----,--- BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE cc r - 12 0 Q G w I �i . \ . .< a a s �.// DOUBLE PLATE c Q J J '� NOTE: \\ e 'd .4 a A d a / 1 " " I vi 1 � Illw ?j LL i (1)ROW OF 0.131--1113 ra NAILS @ 6 O.C. LOWER LEVEL STUD c H T-BRACING TO BE USED WHEN �' CONTINUOUS LATERAL BRACING IS — — _ I -0> U IMPRACTICAL. W SIDE VIEW AT BASE OF POST c � w %, T SECTION - TYPICAL T-BRACE u DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST v DETAIL -ALTERNATE ANCHORS AT 45 CORNER w DETAIL- CONNECTION OF UPPER LEVEL STUD TO LOWER LEVEL STUD x SECTION - CONNECTION OF NON-BEARING WALL TO ROOF FRAMING co U SD-3 SD-3 SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED � Q aa- 0 (24 W N Lo NAIL SCAB TO RAFTER WITH D W w T- 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. INSTALL SPH—CLIPS AT 32"O.C.AT DOUBLE PLATE O J -j `� DOUBLE PLATE 4 0.131"x 3Ya"NAILS m LL14 - = `"5 (SEE WALL LAYOUT) ALTERNATE:MSTA24 STRAP LOOPED OVER ADD 2x4 VERTICAL BRACE IN EACH m = Z 3"x 3"xYa"WASHER - RAFTER SET RAFTER SPLICE IF REQUIRED- 2x_SOLE PLATE(U.O.N.)NAIL TO BAND DOUBLE PLATE NAILED WITH(6)10d x 1 Y NAILS v } a SEE DETAIL INTO EACH SIDE OF STUD ( ) BOARD @ 6"o.C.WITH 0.131"x 3 Ya"NAILS THREADED ROD ASSEMBLY WITH NUT R H- 31 BRA 3Y" NAILS TYPICAL AT o, ww UL (5)0.131"x 3Ya"NAILS(U.O.N.) a"RATED STURD-I-FLOOR T&G SHEATHING � UPPER LEVEL STUD EACH BRACE � � 2x FRAMING BELOW DOUBLE PLATE 2x4 X-BRACE ACROSS LENGTH OF L w GLUED AND NAILED.FASTEN WITH 8d COM OR " ( ) 2x6 No.2 SYP CONTINUOUS PURLIN-NAIL RING SHANK @ 6"O.C.ON EDGES AND 12"O.C. M CS16 STRAP(CUT TO LENGTH)FROM UPPERI CAP SHEARWALL IN THE FIELD. STUD TO HEADER BELOW @ 32-O.C.(U.O.N.). WITH 3)0..11"x 3 Y"NAILS AT ! ( NAIL INTO UPPER STUD WITH(11)10d AND NAIL /�NAIL SCAB TO PLATE WITH(3) BRACE 7 t - -c mi — INTO HEADER WITH(11)10d NAILS. 0.131"x 3r4-TOENAILS49 2x4 No.2 SYP BRACE AT EACH RAFTER (2)ROWS OF 0.131"x 3Ya"NAILS @ 12"O.C. i BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE =' o / 2x4 BLOCKING BETWEEN JOISTS c / TOENAILED TO DOUBLE PLATE WITH a � 03 � SPH_CLIP OVER DOUBLE PLATE ! NAILING NOT REQUIRED BETWEEN UPPER SILL PLATE - OPENWEB TRUSS - - - 8 N AND LOWER DOUBLE PLATE. 0.131 x 3Ya NAILS @ 4 o.C. " of p co ti o GYPSUM BOARD ALTERNATE:MSTA24 STRAP LOOPED � _. N cy) _. co m �, JOIST(AS NOTED) o w w cfl IT � BAND BOARD OVER DOUBLE PLATE WITH(6) FLOOR SYSTEM(AS NOTED) c z co C 10d x 1 Y"NAILS INTO EACH SIDE OF STUD `° vi � (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE t _ c I TOENAIL TRUSS TO PLATE WITH FRAMED WALL '_ Z m ic (2)0.131"x 3Ya"NAILS DOUBLE PLATE Q Q Y a y 2x4 LATERAL BRACE REQUIRED IF BRACE 8 1= LENGTH OF BRACE EXCEEDS 6'-0" GYPSUM BOARD LOWER LEVEL HEADER(AS NOTED) � co V a. Q GYPSUM BOARD z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA DETAIL -ALTERNATE ANCHORS AT 90° CORNER LSTA18 STRAP FROM BRACE TO DOUBLE sD-3 SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 8 PLATE (Al SCALE: I (2)2x_SYP#2 DOUBLE PLATE (U.O.N.) N.T.S. -(U.O.N.) 40 DO NOT SCALE GYPSUM BOARD cn BB DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW CC SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS �' THIS DRAWING RELEASE DATE: ROOF SHEATHING DOUBLE PLATE sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED w 09-29-08 3"x 3"xY"WASHER ci �, INSTALL 2x4 SYP FLATWISE BLOCKING REVISIONS: BETWEEN TRUSSES.TOENAL EACH m THREADED ROD ASSEMBLY WITH NUT NOTE: d� END WITH(3)0.131"x 3 Y"NAILS. 0) `�' ATTACH DOUBLE PLATE TO STUD PER , 1)ROW OF 0.131"x 3 Y" NAILS 12-O.C. TY DETAIL"IM ON SD-3 c RAISED HEEL TRUSS WITH HEEL HEIGHT ( ' @ ( KING AND CRIPPLE STUDS AT DOOR cm INTERIOR OR EXTERIOR STUD WALL GREATER THAN 6" UPPER LEVEL STUD — c 2x_FRAMING(BELOW DOUBLE PLATE) CS16 STRAP(CUT TO LENGTH)FROM UPPER SILL PLATE e DOUBLE PLATE STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). Y4"x 3Ya"TAPCON SCREW NAIL INTO UPPER STUD WITH(11)10d AND NAIL (2)ROWS OF 0.131"x 3 Y"NAILS @ 12"O.C. / INTO BEAM WITH(11)10d NAILS. r'itsCAI I ':' x y % ',;,, � / � BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 0 '' THREADED ROD ASSEMBLY SPH_CLIP OVER DOUBLE PLATE I a DRAWN BY: SHEATH AREA BETWEEN DOUBLE PLATET- BEGIN NAILING 1"MINIMUM BELOW TOP OF BEAM c CMF AND ROOF SHEATHING WITH%6"OSB ALTERNATE:MSTA24 STRAP LOOPED OVER aci 2x TREATED SYP#2 SILL PLATE y L4 NAILING PATTRATED TERN FORIWW�ILH SHEARWALL DOUBLE PLATE CHECKED BY: WITH(6)10d x 1 Y"NAILS °a a n a / E INTO EACH SIDE OF STUD BEAM(AS NOTED) \ . ..a6, � FSS (SEE WALL LAYOUT) I w 1111111111111111 — s w SHEET: . w Y DETAIL- PURLIN BRACE ' a: !-__"'—SEE FOUNDATION DETAILS DD DETAIL -TYPICAL RAISED HEEL TRUSS BLOCKING EE DETAIL -ALTERNATE ANCHORS AT INTERSECTING WALLS FF DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG DETAIL - CONNECTION AT EXTERIOR DOOR Lo 0SD �3 SD-3 SD-3 SD-3 THIS DETAIL ONLY APPLIES WHEN SPF IFICALLY REFERENCED SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED `V Fat-CF(VERSION:01-N) ,F . �� I\ a �..,°: �u.,�,. - w ,.n.,. 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