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HomeMy WebLinkAboutApproved Plansny Q �g NU 0 R702.3 gypsum board. R702:31 Materials. All gypsum board materials and accessories shall conform to ASTM C 22. C 475, C 514, C 1002 C 1047,C 1177,: C 1176 C 127& C 1396 or C 1658 and shall be Installed in accordance withthe provisions of this section. Adhesives for the installationof, gypsum board shall conform to ASTM C 557, A R302.9.1 Flame spread index. Wall. and ceiling finishes shalt have a flame spread index of not greater than 200. to trim defined as picture molds chair ants for snefl not apply Exception: Flames read Index requirements PAY P P P Q i o .tailors that are lees than ! IrKYM and windows or their irames�. or m M rolls as®boards and handrails to doors , 25 b ] (0.91 mm) in thickness cemented to the surface afvralls orcel ings rfthese mate exhibit flamesread index. a p values no greater than those of paper or this thickness cemented to a. noncombustible backing, R302.9.2 5moke•devslOped Index. Wall and telling finishes shall halle a smoke-clevaloped index of not greater than 450. O Q�Q Z -o u Q �CL �z 4 � � O j H rO�O; sO0 ryJF ( 3Q f uQ w J uQ LL rypa0 (Vm0 — ONu�j N no rl-O a N dn�0 �v� µ0 L_J — r — Ruv� Qu_zz 0 T W�MN i SOX- IE'l�lf �NW <21 uz N O�JQ fV Qry2 00 0.Q. �IL w 7 tL 4 C-HW IV ® Q TIE BEAM ki X ELEV II'-4" u� J<} m X� •Y 9 X 11_4„ 2,_I11 11_all 2,_i„_ m 2 1- Ll Q Q J it Q (N`1 X � III (� Q N A X 11 T zi�04-24- 17- GENERAL REVISIONS A305-29-17 - GENERAL REVISIONS UJ W TIE BEAM I --------- 14_10' — 211_011 51_All -1I_OII 51 01, N 4, 21' y1�All N 4'-1011 - wuil 01 vv wu N Q N N6 OQ oo N- � X ry 0 Q 4 I O � N yNd) I� O . `fl N � fu < N lJ)cr V Q Q� F Q 0. N 9 -� µla j Q ,D ' 1 V = - p a .r w � x ooNQ 4-4 �p t - 1 - > m Q� I o - - ��--- ~��� 42 411 V J mu w �° NQ Fv — .1 J M— II- N= tL� I pq U- pp _°„ � I 02 n H ZQ z N w� L YIN O Qt. F- W — — — — — — — — — — — — — N - p m. TIE E _ - a o ELEV }—v'U� T— N4'-4" 411 _ I N o mvlu ill I o NQv QQ I III 00 ' o l v I NQ 0 o Q^p I n' I xvIt ID N^9 4 ^J r 9 ---- --- X aJ —11 — � 11 1 I5' O" O" a 4"— — 4-- 54 ---- Q I = Na, ��Q III g�o v¢4 DN I U.Ix0 I w�xpN 1 1 = c U- - 0 J J t= O - 0] v Q �~� eQ(�Do I QQ> I o w l X� W Q Q pvZz �� v1 Q III mQI °IQ I FNO 10um I N a 1 p j }z Q g JS J AG I I —{-a I m o zx- z%-vim Q z vIJ I I `� i dN�° i Mi2 tY�vv I A QIA L---------I --- - - . -I lV _ 1 2 _4 <t—5,_411 31_2" r 12'469 OX- FQ I IX QLLQQ oW� �� lu _-}wG _aa ' Q Diu 'N r Iw� �� NO - 9- 0.�zj --era 4'-10" W-4" O' '-10"I 11'4011 °a 21_Ae CI_411 31 " !1_A„ — T J ✓ << V —I 11 (a I I L--------J L-------- I'-0,1 = J ACTIVE � '-O Q C10011 OP iv �j p-I AND u1 v Bull TIN Q N 13'-211 w F 4 r n _Ld T------ I�, E x m 3'-8"—, ale I� _ Q Q i I� I u�QQ III a� m I u I m QQ Im N Q L--------- O U u N L_-- J z a= u1 J O_ Jk r- - H c0_ U-w r--� O N I H ter' �l -�t IL �� ! U x - �- _ Q ,� �gFill III �N �N �I Q �v QQ°J_u ill U --- } Q 3 - O O I I' -I 16'-6" rn 4'-2" g1_211 2181' 11_811 V \ 36"1 GOOKTOP 1 V tr�tN�JI (QY Qp pQ ����0QQ OV� HZ Nc0 N N65N F _ J^- Rbry \ rv$I v%to° a ovo v KUQ 5MARE F00TACGE5 AREA 5G. FT. ENTRY 74 5F GARAGE 506 5F LANAI/CABANA 6a7 5F LIVING 54:185 5F 5562 5F r-•, N N II L7 II � z7 uWll W,4LL5 OTE: AT ALL INTERIOR WOOD FRAME TO EXTERIOR BLOCK WALL CONNECTIONS AS SHOWN HERE, SET LOCATION OF INT WOOD FRAME WALL AS INDICATED ANY DIMENSION STRINGS ON FLOOR PLAN LOCATING THESE WALLS, NEEDS TO BE FIELD 1111302.5owa6mgtgaraga openinglipenertration protection. VERIFIED PER THIS DETAIL. Coatings and penetrations through the walls arcallings separating the dwaamg from the garage shall be In accordance with Sections R302.5 i through R302 6 3. 4 GORE I EXTERIOR N FILL R-- FINISH 1111302.5 1 Opening protection. I N5UL. Openings from a private garage directly Into a roan used for sleeping purposes shell not be permloed Other EXT BLK cleanings betweenthegarageend residence shall be equlppedwlth bold wood doom not leasthan 131glneh.as FI-FOIL WALL (35 mm) In thickness, sold or honeycomb -cols steel doom nut less than laoInches (35 mm) thick, or 20-minute ATTACHE EXTERIOR thwarted doors, equipped. with a self -closing device, TO PURR. I R002.5.2 Duct penetration. Ducts In the garage and ducts penetrating the walls or cellings separating the dwelling from the garage shall be STRIPS constructed of a minimum No. 28 gage (0.48 mm) sheet steel, 1 Inch (25.4 mm) minimum rigid. nonmetallic Class 0 or Class f duct board, drafter approvedmaterlal and shall have no openings into the garage. FURRING 1 1002.5.3 Other penetrations. STRIP Penetrations through the separation required in Section R302,6 shall be, protected. as acquired by $action R302.11, Item 4. INTERIOR INTERIOR 1111302.11 Dwelling/garage the separation. The garage shall he separated as required by Table R302:6. Openings in garage walls shall comply with Section - " DRYWALL 14302.5. This promedn aces not apply to garagev,alls that are perpendicular to the adiaceordweling un(fwaB. INT. WD TAELE R302.6 DWELLINGIGARAGE REPARATION FRAME WALL 1 CONNECTION DET SCALE, I" = 1'-0" GENERAL NOTE:5: CONCEALED FASTENERS OR 4TTACHMENTIti ' ALL WDW5 TO HAVE FLUSH p SILLS. PITCH TOP OF SILL FIN ARE THE RESPONSIBILTiYOFTHE 3 AWAY FROM WDW FRAME. CONTRACTOR Cps pry MANUFACTURES LABLESSHOWING to4rMT11J1N1'OROTRG�rW UFACTORS AND SHGCCOMPLIANCE VERIFY ALL WDW 4 OR ROUGH WITH FBC ENERGY CODE MUST OPN65 Y1/ MFR SPECS. SEE REMAIN ON ALL DOORS AND WINDOWS PLAN FOR WDW HDR HTS. UNTIL INSPECTIONS ARE APPROVED VERIFY DEPTH AND WIDTH OF SLAB REGE55 AT ALL DOORS TIE BEAM TO ACCOMMODATE PROPER ELEV IT- �L L ALIGNMENT WITH THRESHOLDS Si i Cr, of ; t"J ?T iT ^^. f P1 iSGN AND DOOR TRAGK5 WITH MFR. Q REGUIREMENT5 IN RELATION `r p RFt Ir1i TO FINISH FLOOR MATERIALS. V O m ice t 1 M r r1a ^ b I Y�X1R� �l�j iq g Q Q LU g>� DATE REG GL6 SURFACES, BOTH 0. I,LA\S /,ND PERA IT NEST BE KEPT ONJ:'' HORIZONTAL AND VERTICAL, N p O w OL NO L\SPECTK)N WML BE NLLD E. SHALL HAVE SMOOTH FIN. W PROVIDE 50LID FILLED GONG. iic' E PLANS AND ALL PROPOSED W09K B AFIL SUBJECT TO ANY CORRECTIONS SEATS. RE UIRED-BY FIELD INSPECTORS THAT SEE SHEET 6 FOR SPECIFIC ELEV DETAILS. E IIAY BE NEI ESL'.ARY IN ORDER TO vO RPLYWfTH "IlAiPPLICA151"'! 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PF �o l33 Ft'Kv urp, Ortt 26'-I a'-O"W X 8'-O"HT 6ARA6E DOOR � v 1 Xr Q 1 0 N 0 2014 ARTHUR RUTENBER6 HOMES, INC, Q pN _P 0 o U� O 2ft'� k 110o In fi O R I— z UA N-4-JI lu t� LU v SAC Z t4 U UIL II a�� o777d777gqQo oo�r. z w r 4 m m m —N IIL Q 4X5 R50 RAFTER AT 2-24" O.G. D. IX6 T46 CEILING 12 15.5 5/4" THK PRECAST GLADDIN6 BLOGKIN(5 AS NEEDED TO FORM SOFFIT AND ARCH M" SHEATHING PER STRUCT EN6 ELEV 10'-0" BOTT OF BEAM MAX. 12"HT STANDARD LUMBER WOOD BM PER 5TRUCT ENG, BOTT AT 10'-0" 5/4" THK PRECAST GLADDIN6 _g — pRAFTER DETAIL AT SOFFIT SCALE: ROOF — SHEATHING PER STRUCT ENG IX6 T4G CL6 RAFTER DETAIL 50ALE: 3" = 1'-0" )OF SHEATH IN /_2X6 FLA ATTACH TO 4X8 IZAFTER PER 5TRUCT ENO IX6 T46 SOFFIT MTL. DRIP EDGE ' 4/4 X 4" MIRATEG m DRIP (SEE SPECS) L— 4X8 R50 RAFTER AT 2-24" O.G. 5/4' THK PRECAST T GLADDIN6 2X6 FLAT ATTACH TO 4X8 RAFTER PER 5TRUCT EN6 IX6 T46 CL6 — 4X8 RSG RAFTER PRECAST TRIM 4 X 8 ROUGH - 6 SAWN CEDAR RAFTERS F , 5/4" THK ' LIGHT WEIGHT PRE-GA5T / STONE 5PL Y • y 3 4 ENTRY DETAIL SCALE: 1/2" '-0" WHERE EP5 CORNICE OCCURS, PROVIDEYY PNT. GRADE PLYWOOD SOFFIT U.O.N. T_ L 6" EPS CORBEL OORNIOE DTL 5GALE: I" = 1'-0" SLOPE TO DRAIN EPS, TRIM STUGGO WINDOW SILL DTL SCALE: 1 1/2" = 1'-0" MATCH FINISH 4 COLOR OF ADJACENT BAND, TYP. 3§ EPS TRIM PS SILL PER DETAIL 6/6 WINDOW TRIM DTL SCALE: 1 1/2" = 1'-0" A 2 _ 6F—, OVERHANG TYP ELEV AT 11'-4" TIE -BEAM F_ �/ — POCAKET Q FOR/SGD p LJL/ \ / \ I— ELEV O'-O" FIN FLOOR — — — — — — — — — — — — — — — — — — — — — — — — — GENERAL NOTES: • USE EPS FILLER ON ALL BANDS 2" AND THICKER. • FLAT SOFFIT AT PERIMETER OF HOUSE UNLE55 NOTED OTHERWISE. • VERIFY ALL WDW 4 DR ROUGH OPN65 W/ MFR SPECS. • LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RID6E5, IF ALLOWABLE PER CODE. • WHERE EPS, GORNIort OCCURS, PROVIDE " PNT GRADE PLYWOOD 5OFFIT.UON. EP5 SHALL BE 2 LB GU/FT IN/ APPROVED CEMENTITIOUS FIN. REFER TO DRAWING FOR FIN TEXTURE. POWDER COATED DECORATIVE ALUMINUM g U `—SLOPE SILL MIN. )4" REOF-55 DETAIL SCALE, I" GONG. TILE ROOF SAND FIN — WINDOW OR DOOR OPENIN65 EXTERIOR SEE ELEVATIONS FOR \ WIDTH, THICKNESS, PROFILE AND LOCATION OF BANDS. T--SAND FINS SEE SPECIFICATIONS I FOR FINISH INTERIOR EXTERIOR BAND DETAIL �S ALE: P = 1'-O" 12 6 File COPY 4xaR5C RAFTERS `2 x 10 RS NOTGHC. AROUND RAFTERS ___'MARCH TO ATCH DOOR (FRAME AFTER DOOR INSTALLATION) PAVERS ENTRY ELEVATION 05-29-17- GENERAL REVISIONS A — — — — — _ L ELEV AT I I' -4" — — — — — — — — — — — — — — — — — — — — — — — — — — TIE -BEAM O i c0 6" W STUCCO BAND (TYP SIDES AND — — — — — — — — — — — — — — REAR) —— ----�LEV0-0:: FIN FLOOR REAR ELEVATION ® 2014 ARTHUR RUTENBER6 HOMES, INC. GONG. q" EQ EQ TILE ROOF 6 ? 204W T F6 H q" I'-10" I'-10�, I HD AT 1-75 5 6 LINE OF 6:12 6 INTERIOR — — — — — — VAULT — — — — y ---- DECORATIVE 10"W X 24"H X .' _ _ AWNING \\ POWDER COATED t>4" DP RECESS — — — — — — — — — — — — — .L ELEV AT I6'-OYz" ALUMINUM GRILLES HD AT 12' RAISED HEEL AT ----------------- -- -- -------------------I--- -- LOPE UTILITY----- __ 2' O}::2'-3'2'-3" 1 \\ GOR06AI5X"75 FYPON� � �` 12 41X 8 R5G _ I CORBEL OR EQ I RAFTERS ELEV AT 10'-0" TIE BE 8" HT FASCIA, TYP ELTV0A' FIN FLOOR i 0 ■�1!` 0MEN I eFRAMIN6 PLAN DISCLAIMER THE FRAMING PLANS REPRESENTED IN THESE DRAWIW, S ARE INTENDED TO ESTABLISH PROP05ED FRAMING MEMI LOCATIONS, FRAMIN6 MEMBER DEPTH, POTENTIAL BEARING LOCATION5 AND ELEVATIONS, AND 15 IN NO WAY INTENDED TO BE INTERPRETED AS 5TRUCTURAL ENGINEERED DRAWINGS. THE CONTRACTOR (BUILDER) SHALL ENSURE THAT THE STRUCTURE CONFORMS TO THOSE STANDARDS IN ALL RESPEGTS INGLUDIN6 STRENGTH, STRE55E5, STRAINS, LOADS, CONNECTIONS, AND STABILITY. REFER TO PLAN P15GLAIMER LOCATED ON THI5 SHEET FOR ADDITIONAL STIPULATION5 AND REQUIREMENTS. 7 6 0 0 SEE "HEELED TRU55 ELEV GALLOUT DTL" ON SHEET 60 — — — — — — _ _ — — ELEV AT 20'-fiYa" — - 0 RAISED HEEL AT DEN LINE OF 6:12 INTERIOR _ — —VAULT— — — — — ELEV AT IT-4" q.. — — — — — — — TIE BEAM Tl P AT DEN 2'-O" - — — — — — — — ELEV AT 14'-0" — — — — — — — — START OF rJ. VAULTED GL6 AT DEN 6 — _ — ELEV AT I I'-4" — — — — _ — TIE -BEAM — — — ELEV AT 10'-4" TIE-BEA AT M. BATH SHOWER �I� �il�■I�\—�9� II��--1� ■I'll I I�11 I��� •-c •- e, 5/4" THK PRECAST CLADDING 3 PAVERS 4 6 6 FRONT ELEVATION — — — — -- INTERIOR SURFACES OF WINDOW / DOOR RETURNS 4 ARCHED OPENINGS TO MATCH FINISH 4 COLOR OF ADJACENT BAND, TYP. M' Jae\ A, k aloa;o ` - FL, o k3_3 =f 1911 I J 1L g5� It 2 z�gE 1l.L.b oBN� IA �- ua g �L File Copy DESIGN BUILDING PRODUCT/GLASS APPRO✓AL CATEGORY/SUBCATEGORY MANUFACTURER MODEL PRESSURE DESI6N A7TACHMENT METHODS DESCR.7770N NUMBER 5 PRESSURES 1p�ee�,'�p1��tt �titS ' �.66`upisiv+hYOAs ELL Wrought Iron #14 WOOD SCREWS IN EACH HOLE ENTRY SWINGING DOORS Acadian Iron Works Impact glass I FL 167491 •70 .70 Doors PROVIDED #8 X 21/2" PPH WOOD SCREWS SWINGING DOORS PLASTPRO Fiberglass door apaqus FL 17184.20 -65 -65 ATTACHED 6" FROM CORNER 14" O.C. PLASTPRO-Builders #8 X21/2"PPH WOOD SCREWS SWINGING D00R3 Fiberglass glazed FL 17184.20 +50 •50 Hdwr. ATTACHED 6" FROM CORNER 14" O.C. SLIDING GLASS D000. POT 50-770 13/16"LAMINATED IMPACT CLASS FL 25L4 / NOA 16- +60 -60 1/4" TAPOONS IMBEDDED 13/80, FILL 0629.08 ALL HOLES PROVIDED BY MANUFACURER 3/16" X 13/4' LAG, SCREWS TO ALL JAMB GARAGE DOOR Wayne Dolton Series 9405 FL 9174.20 1698 / 9X8 -39.2 -43.7 BRACKETS TO 2X8 SUCX FL 239.4/NN16- 1/4" TAPCONS,IMBEDDED 13/8",FILL SINGLE HUNG INTEGRAL POT SH-700 13/16" LAMINATED IMPACT GLASS +65.5 -65.5 0714.06 ALL PROVIDED BY MANUFAC7U2ER FIXED POT PW-720 13/16"LAMINATED IMPACT GLASS fL 243.6 / NOA 16- +65 -65 V4" TAPCONS, IMBEDDED 1318", FILL 0629.14 ALL PROVIDED BY MANUFACTURER FL 243.6 / NOA 16- 1/4" TAPCONS, IMBEDDED 13/8", FILL FIXED INTEGRAL FIN PET PW-720 13116 "LAMINATED IMPACT GLASS +64 -60 0629.14 ALL PROVIDED BY MANUFACTURER 4 - L4" TAPCONS IN ALLUMINUM OUP FL 261.1 / NOA 16- TOP AND BOTTOM. TAPCONS IMBEDDED MULLIONS pGT LMI ALUM CLIPPED MULLIONS *80 •84 0218.03 13/B" NO SCREWS ATTACHMENT MULL TO CLIP SOFFIT EXT PORTFOLIO LLC VINYL SOFFIT FL 15516.9 •66.6 -32.2 3/8" MIN DEPTH ROOF NAILS 1r O.C. Asommm- ROOFING TILES ENTEGRA ROOF TILE - Bella High "S" FL 7804-R9 NA NA Screw Down Per Manufactures Approved Spec. ly Weath'lle ADHESIVE/PEEL N STICK Self Adhesive UnderloymenT FL 9777.6 NA NA SELF ADHESIVE A MetaSpiel Tlls 8 Metal Easy Coast Metal Hip and Ridge Metal Hipand Ridge Channel Metal FL 537444 Per Mawfarumes Approved Specs Channel Metals Hip and Rids Moral Adhesive 3M AH160 Tile Adhesive NOA 12-0228.16 Revised 09/21/2016 ELEV AT 10'-O" _ TIE-B AM ELEV 0'-0" FIN FLOOR FIELD VERIFY J-BOX LOCATION W/ MOUNTING REQUIREMENT5 FOR 5ELECTED LIGHT FIXTURE MOVE J-BOX AS NEEDED TO ACHIEVE PROPER FIXTURE loELEV AT 111-4" TIE -BEAM I 12 6� 7 L ELEV AT 20'-514" RA15ED HEEL AT AWNING ELEV AT 14'-0" _ TIE BEAM AT DEN A VTR�11 FUU131 I ROOM lk! sBAR I KITCHEN MAI Mk KITCHEN I SW 12 b� 5 6 CORBEL AT - - - - - - - / RETURN u9 PLUMBING RISER EQ---4'9" `C.OROGA15XT5 FYPON 12 CORBEL OR EQ b I I I I --T-------------J ,► ELEV ATI4'O" TOP PLATE AT DEN SWA MWAIN A05-29-17-GENERALREVISIONS 2 05-18-17-PRODUCTAPPROVAL Ai04-24-17- GENERAL REVISIONS 3" TO 5EMR 12 GONG. 6 TILE ROOF 12 6 " W STUCCO BAND (TYP 51DE5 AND REAR) OPTION - A WEATHER FOLD UP WEATHER MECHANICALLY FASTEN AS RESISTIVE RESISTIVE BARRIERB NECESSARY IN CORNERS BARRIER TEMPORARILY SECURE THROUGH FLASHING FLASHING rWEATHER It EXTERIOR _ WOODEN 1 RESISTIVE SHEATHING ' - 1 SIDING BARRIER TAPE SILL PLATE �{ SILL PLATE 2 (ASSEMBLED SEE NOTE e2 ,t Vv1NW4V) T 2 I WALL SHEATHING J u FLASHING � NOTES: I. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) F N T FLASH DOER BOTTOM i 2 REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW NAILING FLANGE SILL PLATE 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: WATER SHEDDING LAPS 1. CUT. FOLD UP B TEMPORARILY 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 8- WIDE) SECURE WEATHER RESISTIVE 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL PLATE ALLOW FOR FLASHING 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS INSTALLATION 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM 2. INSTALL HEAD FLASHING UNDER WATER SHEDDING LAPS WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTVE BARRIER BACK OVER HEAD •FLASHING AND SEAL WITH TAPE - - - - - - - - - - 0 I1-/ 11 O/ERHAN6 TYP ��-I-- - ----I- - A/GPAD --I------------------------------ R10HT ELEVATION 6=RZAMING PLAN D15GLf1AIMER THE FRAMING PLANS REPRESENTED IN THESE DRAWINGS ARE INTENDED TO ESTABLISH PROP05ED FRAMING MEMBER LOCATIONS, FRAMING MEMBM DEPTH, POTENTIAL BEARING, LOCATIONS AND ELEVATIONS, AND 15 IN NO WAY INTENDED TO BE INTERPRETED AS STRUCTURAL EN6INEEI D DRAWINGS. THE CONTRACTOR (BUILDER) SHALL ENSURE THAT THE STRUCTURE CONFORMS TO THOSE STANDARDS IN ALL RESPECTS 94C, DING STRENGTH, STRESSES, STRAINS, LOADS, CONNECTIONS, AND STABILITY. REFER TO PLAN DISCLAIMER LOCATED ON THIS SHEET FOR ADDITIONAL 5TIPILL.ATIONS AND REQUIREMENTS. 12 6 ------ - --6 ELEV AT II'-4" - - - - Y TIE -BEAM -POOL EQUIP PAD �- - - - - - - - - / 12 12 b b LONG. TILE ROOF - - - - ELEV AT 201- "' RAISED HEEL AT DEN ELEV Al 20'-4" TOP PLATE AT ENTRY 12 -�" I(, Lu V LLJ C) e! e LLI ELEV 0'-0" FIN FLOOR 2J--II V aL U-IIu� ir i�_ 5 I ✓ �" i- - - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - O b" H STUGGO BAND (TYP SIDES AND REAR) O Li�o A/G PAD ----------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFT ELEVATION _ ELEV AT 10'-O" TIE -BEAM -b" EPS CORBEL --� FIN FLOOR Wscb�e.\ A. k alcam;o� -L.1?E74 G'0133 (Q-,z-n IL UBBBJ.111I r�d.H OJ $ D9 O�QO w � d1 Q m File Cody 150A 150A ML ML AMP 2-4/0 ALUM 2-4/0 ALUM SERVICE SERVICE XHHW XHHW METER MAIN 1-3/0 ALUM 1-3/0 ALUM XHHW XHHW 150A I-#4 THHN 1-#4 THHN O MB 2" SCH 40 PVC 150A MB a zu N� Oz Q 0 >� 00j }µQl�kpo Oa � Q �O Q�jo]a F KITCHEN MOUNTING HT5 BATH MOUNTING HTS ® ROUND REGE55 OPEN BAF LE FOR OUTLET FOR OUTLET TRIM (INTERIOR FLAT GLG 3- W 2 AND 5W AND SW MINI ROUND REGE55 OPEN BAFFLE INTERCOM TRIM (BAR LOGATION5) SPEAKER AND ® MINI ROUND RECESS EYEBALL y LGD DISPLAY ALIGNED W/ EDGE OF 5W TRIM ROUND RECE55 REGRESSED EYEBALL (INTERIOR SLOPED GLG) N u MINI HALOGEN (CABINET LOCATIONS) M W © ROUND RECESS LED ~ N _jp IL pp '3tL p~ p = Xo U > X AND OUTLET �i UNDER CABINET "PUCK" LIGHT O a 4 ® O O N J m N a O TO ALIGN ® (} GLG FAN/LI6HT PREWIRE AND SWITCHES N p " o o o � ROUGH ? 89 SMOKE DETECTOR / CARBON MONOXIDE ALARM COMBO PER CODE ®® 2'SCH Ie= Q 00 000 = " Q ~ 1 (38 0 "U-12= UNDER GABT 12" =U-21= UNDER GABT 21 - -U-24= UNDER GABT 24" 40 PVC O 1 * SWITCHES UNDER GABT 33 ARLINGTON GBJ MIN #350 w r - - - - - _ I ---- - DW EDGE OF E OF OR JAMB =s 24= SINGLE 24" FLUOR STRIP GAB PAGE r OR WALL p =5 36= SINGLE 36" FLUOR STRIP 3" SCH GROUND BRIDGE CONDUCTORS - - - __ m OUTLET AND B =5 4e= SINGLE 48" FLUOR STRIP AB 80 PVC _ BETWEEN METER-�4'�!" I'�i�- - - - -- - — CORNER _ I " I TO ALIGN ry� -D-24- DOUBLE 24" FLUOR STRIP AND PANEL(S) — * a DUPLEX =D-36. DOUBLE 36 FLUOR STRIP Yz"SCH 80 PVC - - I I I m OUTLET ®� �D-4e� DOUBLE 461. FLUOR STRIP F i 3`-10" 3'-10" d o ANCHOR u I I ( I iv- - - - - "� - " ® 24" GLG MNT FLUOR. LT, WRAPPED I ® U.F.E.R GROUND 45" GLG MNT FLUOR. LT, WRAPPED � �� fo I I N FF2424" VANITY LIGHTING (SEE SPECS) j #4 THHN ROD TIED INTO I I I _ _ _ y - _ — _ THE ITEMS BELOW ARE SHOWN FOR LOCATION SR736 36" VANITY LIGHTING (SEE SPECS)F SLAB STEEL - — — - — - — - - — - -� - I 2 PURPOSES ONLY. PLEASE REFER TO LOCAL o C- 5PE05 TO DETERMINE WHETHER OR NOT THE ® EXHAUST FAN / LIGHT FIXTURE COMBO ELECTRICAL SERVICES TO BE 300 AMP ' ! ' FOLLow1NG ITEMS ARE INCLUDED: ! ( I / I O EXHAUST FAN o f SINGLE PHASE SERVICE (UNDERGROUND) I I ' I I —I— ! ` I _ — _ _ — _ ® INTERCOM � SOFFIT MNT FLOOD LIGHT ID_ y 4 - _ - I ® MASTER STATION ® GLG MNT SPEAKER o s y �� - �X _ G �� I I ® LIGHTING OR ELECTRONICS (LGD ® CHIMES ( DELETE W/ INTERCOM) NOTE: ALL ELECTRICAL MATERIALS AND INSTALLATIONS 4'-0"4'-0"6" Ir,�( I I ' DISPLAY OR LIGHTING AUTOMATION � ELEG PANELSHALL COMPLY WITH APPLICABLE PROVISIONS OF THE L — — n- — — — _ 7-4� \ PUSH BUTTON GONTROLLER) � STRUGTURED WIRING PANEL oNATIONAL ELECTRICAL CODE, LOCAL ORDINANCES AND F — — — —' — - VOLUME CONTROL KNOB LOCAL UTILITY SERVICE ® ® I -- — G NE A/C REGISTER E GLG RETURN AIR �s 48 (4 TUBE > FOR ANG BOXES OFOR MORE THAT ARE __ I ? I L LOCATED ON BLOCK WALL, CHIP OUT THE THERMOSTAT ELECTRICAL RISER DIAGRAM ---- —� I F ' I" i I 4 I I i I I = BLOCK TO ACCOMMODATE DEEPER BOX. ® SECURITY PAD N m Q m I� ® ® NOTE: ALL DIMENSIONS ARE FOR ROUGH A/G DISCONNECT - k 300 AMP — UNDERGROUND — N.T.S. i -- _r -- ¢ I — Vib" 4-14ll �'-1CIi" 4-b" FRAMING a� I _� I I I I I ELECTRICAL DETAILS NOTE: ALL ELECTRICAL WILL COMPLYQ - - - CJ v - - I I 5GALE: I/2"=I'-O" WITH NEC 2011 I n z a <<� I I I I I I * NOTE: ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMP $ ' I I Q Ip I I I ( I I BRANCH GIRGUIT5 SUPPLYING OUTLETS INSTALLED IN a g Q I " O ' I _ ' _ _ ELECTRICAL LEGEND DWELLING UNIT FAMILY ROOMS, LIVING ROOMS, 01- 'o w v I ( F - - - - - - - - 1� ? - - - L -L -I -J -- - PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, q I _ _ _ ( - - - DUPLEX OUTLET (IIOV AT 12" OR AS NTD) RECREATION ROOMS, GLOST5, HALLWAYS, ORz I - � — - - 1, * 51MILAR ROOMS OR AREAS SHALL BE PRTOTEGTED �k S a I I ��_=-=- _ �_� '� j" --'"" = = " . - -- -I ( z = Tw � � ... - ,.� �; - --ff-- -- "_7 "_1 _". � - � DUPLEX OUTLET (IIOV AT 39) F y? �0, „ * BY A L15TED ARC -FAULT CIRCUIT INTERRUPTER W z I `� ( I O ©�I I ( �m I - I I I I I I a � DUPLEX OUTLET (IIOV AT 43) COMBINATION -TYPE, INSTALLED TO PROVIDE_ N } I I I a ) II ( I j N I'i ! I I Q ( I I DUPLEX OUTLET (IIOV AT 45") * PROTECTION OF THE BRANCH CIRCUIT. NEG 210.12(B) ~ I I _ WEATHERPROOF DPLX OUTLET (IIOV AT 12" OR A5 NTD) SPLIT DPLX OUTLET (IIOV AT 12") TOP 15 'HOT' * NOTE: ALL BATHROOM OUTLETS ARE ON WEATHERPROOF DPLX OUTLET (IIOV AT 12") OUTLETS. SERVICE WITH NO OTHER TS F Z TOP PLUG 15 'HOT' * NOTE: ALL OUTLETS ABOVE COUNTERS I I 220V OUTLET AT 30" SHALL BE MOUNTED HORIZONTALLY _41O ( J I I m- �1 s I-- 1 - -J - - FLOOR OUTLET * NOTE: INTER SYSTEM BONDING WILL BE W 0 0LL BOO _ _ — _ _ p __ ® SPECIAL PURPOSE CONN INSTALLED AT THE SERVICE EQUIPMENT.NEG 25OA4 s -� Nz i I I _==__-__ _ - I - _- - ' TELEPHONE OUTLET AT 12" OR AS NTD * NOTE: ALL RECEPTACLES IN AREAS d ( TT STRUCTURED HIRE COMBO OUTLET SPECIFIED BY ARTICLE 210.52 WILL BE O I m I I HALL OR FL MOUNT TAMPER-RE515TANT. NEG 406.11 I I m o Q I ( }- I-- �{+ * NOTE: ALL RECEPTACLE OUTLETS INSTALLED (-Ie O �jj STRUCTURED WIRE QUAD COMBO OUTLET IN BATHROOMS, GARAGES, KITCHEN ' - - - O -_ 5W SEE ELEG DTL GOUNTERTOPS, WET -BAR SINKS AND 0 I �- - - ® - z I - 3-WAY SW SEE ELEG DTL OUTDOORS SHALL BE GFGI PROTECTED. I I „ ' " >- (--� I 13 dl ( -_ - - - JLL_ (-I- ti � 4-WAY SW SEE ELEG DTL NEG 210b Lu ua O� > 6 2 4'-4' ,( I I 4 -4 — 6 6 N p N - (' —I— - I—1- -o PU5H-BUTTON FOR GARAGE DOOR AT 60" * NOTE: LIGHTS, FANS, SMOKE DETECTORS, 0 ? !1 K (Y < I L "- - _ -----� I�_-= _-- ------ I ( I I I DIMMER SW AT 36" A/C SUPPLIES AND RETURN AIRS TO BE �0 O U u I m - - - - I -0 PUSH-BUTTON DOORBELL (DELETE H/ PLACED ON GENTERLINE5 OF DOORS, WDW5 fl� II _ _ _ - - INTERCOM) AND HALLWAYS, TYP UNO p"II O N $ m ® I L - I - - - - - J - - - - T - - GLG MNT LIGHT FIXTURE * NOTE: SMOKE DETECTORS SHALL BE Iu - INSTALLED PER NFPA-12 AND 2014 FBG-R - - - - - - - - - - - - —} GLG MNT PREWIRE -FIXTURE BY OWNER SECTION R314. - - - .-.. - -..._ ®- - -G-` ��_ - SURFACE MNT FIXTURE * NOTE: AFGI CIRCUITS SHALL BE INSTALLED -.- ®. ®- -� �— --�. .. _ -�i- VD i I a PER NEG, 2011, 210.12. WALL MNT FIXTURE NOTE: CARBON MONOXIDE 7 L� I 3' 3 -b" 3'-b" m I'-�" 2'-I' 3'-10" 3'-I 8'-I" 4'-6" 4'-V. 2'-2" 2'" 2'-10}" 5'-1 " 2'-10" ( _ ® ROUND REGE55 FOR TUB/SHOWER R315, 2 14 FBC,ARSI TO BE INSTALLED PER Q� i - L i a�N O N O R315, 2014 FBG RESIDENTIAL v }yy}e�w Tu X �m Q c"v I 6'-I I" 1 1 — pi =� II 9s ¢ $ V U -- -- F-Q Vim' �� iv I n�- �� _ O } ® I I N Lu -- -- ---- Q —� III ® I m r v (}LJ zX W Q O I < I Z I--- I U V ___....... O_SL - Nt ��O " d D OR DI OR a� 36" G OKTOP (oil m I I ( p -- - --- - — � = HWTz _ IF— I I L- - - - - ._.V...... �o mO v� ro I � U1 f Q z Q p0� I O - .10 I Ci Z QN0011 x _ o �p� a WWI-, D_ U- 2 m _ LLI II ®I I -� O OHO + a x x I I ® I RLL _._._.. �z I u Q - o I Qa I I I _ _ _ _ _ _ _ _ > ((i �F� >� o v o Z a <C> N I m Q LL u Xkv " ORO — II I Q�kg u1 o M ZYo :O a zj [ kn CID Y\.L\ aj A V041��o,n F�-L. PE O &0133 LEI m U STRUCTURAL NOTES, SPECIFICATIONS AND GENERAL DESIGN CRITERIA WOOD TRUSSES 0-1 CODES: - FLORIDA BUILDING CODE 5TM EDITION (2014) - ASCE 1-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" D-2 DESIGN DEAD LOADS: ROOF 30 PSF 8" MASONRY WALL 55 PSF CONCRETE 150 PCF DESIGN LIVE LOADS: ROOF 20 PSF RESIDENTIAL AREAS 40 PSF D-3 DESIGN WIND SPEED: Vult 110 MPH (3 SECOND GUST) PER FIGURE 1609A vaed • 132 MPH PER SECTION 160S3.1 RISK CATEGORY II ( PER TABLE 1604.5) SURFACE ROUGHNESS: B PER SECTION 160SA WIND EXPOSURE CATEGORY: B PER SECTION 1609.4 MEAN ROOF HEIGHT: 25.00 FT ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT GCpI - +/- 0.18 ASSUMPTIONS: A. BUILDING IS ASSUMED TO BE ENCLOSED AS DEFINED BY SECTION 16092 FBC B. THE BUILDING SATISFIES THE REQUIREMENTS OF SECTION 1609.E "ALTERNATE ALL -HEIGHTS METHOD" AND ALL STRUCTURAL MEMBERS, CLAPPING, FASTENERS, AND SYSTEMS PROVIDING THE STRUCTURAL INTEGRITY OF THE BUILDING HAVE BEEN DESIGNED FOR LOADS FROM TABLES LISTED IN ASCE 1-10 CHAPTER 21 - DIRECTIONAL PROCEDURE OF ASCE I. C. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS, E. DOORS, WINDOWS, JAMBS, ROOFING, ETC, SHALL BE DESIGNED AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING, AS SHOWN ON PLAN. D. ALL PRE -MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS, I.E. TRUSSES SHALL BE DESIGNED TO RESIST MAIN WIND FORCE RESISTING DESIGN FORCES, AS SPECIFIED ON PLAN AND SHALL BE IN AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS E. ALL GLAZING 16 HAVE EITHER IMPACT RESISTANT GLAZING OR BE PROTECTED WITH AN IMPACT RESISTANT COVERING, I. GLAZED OPENINGS LOCATED WITHIN 30 FT. OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISS ILE OF ASTM TEST E ISS(b. 2. GLAZED OPENINGS LOCATED MORE THAN 30 FT ABOVE GRADE SHALL MEET THE REQUIREMENTS OF THE SMALL IMPACT TEST ASTM E 1096, 3. STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 120 SF OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE. 4. OPENINGS IN GUNROOMS, BALCONIES OR ENCLOSED PORCHES CONSTRUCTED UNDER EXISTING ROOFS OR DECKS ARE NOT REQUIRED TO BE PROTECTED PROVIDED THE SPACES ARE SEPARATED FROM THE BUILDING INTERIOR BY A WALL AND ALL OPENINGS IN THE SEPARATING WALL ARE PROTECTED IN ACCORDANCE WITH SECTION 160E1.12 ABOVE. SUCH SPACES SHALL BE PERMITTED TO BE DESIGNED AS EITHER PARTIALLY ENCLOSED OR ENCLOSED STRUCTURES F. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF COMPONENTS AND CLADDING FOR HURRICANE PRONE REGIONS. D-4 SEISMIC: ZONE 0 D-5 ASSUMED ALLOWABLE BEARING CAPACITY OF 2000 PSF. IF SITE CONDITIONS DO NOT ALLOW FOR ASSUMED ALLOWABLE BEARING CAPACITY CONTACT ENGINEER GENERAL NOTES G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK G-2 THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER, G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL, ELECTRICAL, PLUMBING, DUCTWORK, ETC.) G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN, G-1 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION 18 MISSING OR IS IN CONFLICT.. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER.. G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND NSTALL A COMPLETE STRUCTURE. G-S REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL. %A t M M M WI ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO AITC "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL, EDITION, AND THE "NATIONAL. DESIGN SPECIFICATIONS" FOR WOOD CONSTRUCTION, leel EDITION, AND FLORIDA BUILDING CODE, CHAPTER 23. WD-2 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. UNLESS NOTED OTHERWISE. WD-3 DIMENSIONED LUMBER SHALL BE DRESSED 64S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. WD-4 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. WI ALL CONNECTION HARDWARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED, ALL OTHER CONNECTORS SHALL BE GALVANIZED SUPPLIED BY SIMPSON STRONG -TIE CO., INC., OR USP LUMBER CONNECTORS BY APPROVED EQUIVALENT MANUFACTURER USE EQUIVALENT MATERIALS FOR NAILS AND SCREWS AS FASTENER. WD-6 ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE OR BETTER: WITH IS% MAXIMUM MOISTURE CONTENT, UNLESS NOTED OTHERWISE ON PLAN, WD-1 ALL LOAD BEARING STUD WALLS SHALL HAVE STUDS SPACED AT A MAXIMUM OF 16" OC (UNLESS NOTED OTHERWISE) WITH A DOUBLE TOP PLATE AND A SINGLE PRESSURE TREATED BOTTOM PLATE. WD-8 SEE TYPICAL LOAD BEARING WALL DETAIL FOR NUMBER OF STUDS AT ALL WALL OPENINGS. WD-3 UNLESS NOTED OTHERWISE, PROVIDE ONE ROW OF BRIDGING AT MIDSPAN FOR WALLS HIGHER THAN 8'-2" AND LESS THAN 10'-0". PROVIDE TWO ROWS OF BRIDGING AT 1/3 AND 2/3 SPAN POINTS FOR WALLS GREATER HIGHER THAN W-0". WD-10 PROVIDE A MINIMUM OF A THREE STUD COLUMN AT ALL GIRDER TRUSS BEARING LOCATIONS. WD-II SHEATHING SHALL BE AS FOLLOWS UNLE58 NOTED OTHERWISE: WOOD FRAME WALLS. USE APA RATED SHEATHING, EXPOSURE I MIN ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE I, SPAN RATED AS PER THE RAFTER OR TRUSS SPACING. WD-12 PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING. WD-13 UNLESS NOTED OTHERWISE, HEADER BEAMSARE TO BE PROVIDED IN ACCORDANCE WITH SECTION 23083 OF THE FLORIDA BUILDING CODE. WD-14 FRAMING MEMBERS SHALL BE FASTENED TOGETHER 1N. ACCORDANCE WITH SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE FASTENING SCHEDULES ARE MORE STRINGENT IN THESE PLANS. WD-15 PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. DRILL -IN BOLTS, HEADED STUDS, SCREWS AND DOWELS 0I-1 WEDGE BOLTS SHALL BE ITW RAMSET/REDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT EXISTING REINFORCING TO INSTALL. DI-2 MASONRY AND CONCRETE SCREWS SHALL BE MANUFACTURED BY RAMSET/REDHEAD "TAPCONS" OR APPROVED EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. DI-3 ANCHORING ADHESIVE SHALL BE ATWO-COMPONENT SOLID EPDXY -BASED DISPENSED THROUGH A.STATIC-MIXING NOZZLE SUPPLIED BY THE MANUFACTURER SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD SIDE -BY -SIDE CARTRIDGE AND EPDXY SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM C-881 SPECIFICATION FOR TYPE I, II, IV AND V, GRADE 3, CLASS 8 AND C AND MUST DEVELOP A MINIMUM 10,560 PSI COMPRESSIVE YIELD STRENGTH AFTER 1-DAY CURE. DI-4 GROUTED ANCHORS SHALL BE SIMPSON EPDXY -TIE ADHESIVE SYSTEM OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. DI-5 DRILL -IN REBAR DOWELS AND THREADED ROD ANCHORS (A301)SHALL BE SET USING A TWO-PART EPDXY AS DESCRIBED ABOVE. DI-6 HEADED STUDS (H.S.) SHALL BE "NELSON" OR APPROVED EQUAL. INSTALL USING. MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH AWS DI.I. ATTACHMENT OF STUDS SHALL BE SUFFICIENT TO DEVELOP THE FULL CAPACITY OF EACH INDIVIDUAL STUD (PER AWS DID. DI-1 EXPANSION ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS ONLY WITH THE APPROVAL OF THE ENGINEER OF RECORD IN WRITING. EXPANSION ANCHORS USED SHALL BE HILTI, SIMPSON, RAWL, OR APPROVED EQUAL. SHALLOW FOUNDATIONS 5F-1 SOIL TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS '5F-2 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY - 2". TOLERANCE FOR MISLOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR AISC STANDARDS. SF-3 HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. 6F-4 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFERENCE. INDIVIDUAL FOOTINGS CAN BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS, SF-5 EXCAVATING UNDER OR NEAR IN -PLACE FOOTINGS/FOUNDATIONS WHICH DISTURBS. THE COMPACTED SOIL BENEATH THE FOOTINGS/FOUNDATIONS WILL NOT BE PERMITTED. SF-6 REINFORCING SHALL BE SUPPORTED ON PRECUTS CONCRETE PADS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS. WT-I THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF TRUSSES AS "WOOD TRUSSES" WT-2 DESIGN OF METAL CONNECTED ROOF AND FLOOR TRUSSES TO COMPLY WITH: APPLICABLE BUILDING CODE (SEE NOTE D-D: NFPA'S "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS." TRUSS PLATE INSTITUTE'S "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED ROOF TRUSSES." WT-3 WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 198E EDITION, PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION, "DESIGN. SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES,TPI-85" PUBLISHED BY THE TRUSS PLATE INSTITUTE, AND THE APPLICABLE BUILDING CODE LISTED IN THE MISCELLANEOUS SECTION OF THESE SPECIFICATIONS. WT-4 SIGNED AND SEALED SHOP DRAWINGS SHOWING TRUSS CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS, TRUSS LAYOUT WITH PIECE MARKS, REQUIRED TRUSS TO TRUSS CONNECTIONS, DESIGN LOADS, DURATION FACTORS AND ERECTION DETAILS MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. IF REQ., SUBMIT COPIES TO THE BUILDING DEPARTMENT AT TIME OF PERMITTING. WT-5 WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, WIND, AND CONCENTRATED. SEE STRUCTURAL DESIGN CRITERIA SECTION FOR LIVE LOADS. ROOF: NET UPLIFT---------------------------------41.5 PSF NET UPLIFT 9 OVERHANG ------------ ---582 PSF SUPERIMPOSED ROOF DEAD LOADS. TOP CHORD ---------------------------------- IS PSF BOTTOM CHORD ------------------------------- 10 PSI WT-6 MINIMUM DURATION OF LOAD FACTORS ROOF DL+LL+WL 1.33 ROOF DL+LL 125 WT-1 NO WANE, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCALED AREA OF WEB MEMBERS. PLATES SHALL BE CONNECTED WITH ONE REQUIRED EACH SIDE OF TRUSS. WT-8 HANDLING, ERECTION AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "HANDLING AND ERECTING WOOD TRUSSES" (HIS-9D AND "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" BY THE TRUSS PLATE INSTITUTE, LATEST EDITIONS. WT-S PERMANENT TRUSS BRACING OR BRIDGING MEMBERS SHALL BE 2" x 4" MINIMUM SOUTHERN PINE WITH MINIMUM LOCATIONS AS NOTED ON PLANS. ADDITIONAL BRACING REQUIRED TO STRENGTHEN TRUSS COMPONENTS SHOULD BE NOTED ON THE ERECTION DRAWINGS IN ACCORDANCE WITH TRUSS MANUFACTURER'S RECOMMENDATIONS. WT-10 DEFLECTION LIMITATIONS: (UNLESS NOTED OTHERWISE) ROOF LIVE LOAD = L/360 ROOF TOTAL LOAD • L/240 WT-11 SUPPORTS: WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST ONE HORIZONTAL ROLLER CONNECTION PER SPAN SO THAT NO HORIZONTAL REACTIONS ARE INDUCED ON SUPPORTS UNDER. DEAD OR LIVE LOADS. WT-12 CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10'O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 GRADE MARKED LUMBER AT LEAST 10' LONG, WITH SIMPSON 1-42.5 AT EACH TRUSS. WT-13 TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. WT-14ALL CONNECTION HARDWARE SHALL BE STAINLESS. STEEL OR HOT DIPPED GALVANIZED SUPPLIED BY SIMPSON STRONG -TIE CO., INC., OR BY APPROVED EQUIVALENT MANUFACTURER. WI ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE REINFORCED CONCRETE RC -I ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318-08. RC-2 PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. RC-3 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SPREAD AND WALL FOOTINGS 3000 PSI COLUMNS AND WALLS 3000 PSI BEAMS AND SLABS 3000 PSI ALL OTHER CONCRETE 3000 PSI RC-4 USE REGULAR WEIGHT CONCRETE. RC-5 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS, WATER CEMENT RATIO 4 AGGREGATE REQUIREMENTS: LOCATION SLUMP WIC RATIO MAX. AGGREGATE FOOTINGS 4"+/-1" 0.55 ASTM S1 SLA56 ON GRADE 4"+/-I" OB5 ASTM S1 COLUMNS 5"+/-1" 0.55 ASTM Sl BEAMS AND SLABS 5"+/-I" 0.51 ASTM S1 TIE BMS 4 TIE COL'S 5"+/-1" OBI ASTM 08 PEAROCK SUBMIT DESIGN MIXES FOR APPROVAL AT LEAST ONE WEEK PRIOR TO CONCRETE POUR DESIGN MIX SUBMITTALS MUST INDICATE PROPOSED LOCATION OR TYPE OF USE. FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS. RC-6 MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA 16 AVAILABLE: a) 3000 PSI, 28 DAY COMPRESSIVE STRENGTH* W/C RATIO OBS MAXIMUM (NON -AIR ENTRAINED), 0.41 MAXIMUM (AIR ENTRAINED) RC-1 FLYASH, WHEN USED, SHALL BE LIMITED TO 20 a OF THE CEMENTITIOUS MATERIAL, DO NOT USE FOR EXPOSED SLABS RC-8 SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL INFORMATION SHALL INCLUDE CEMENT CONTENT, WATER/CEMENT RATIO, SLUMP, ENTRAINED AIR, ADMIXTURE CONTENT AND QUANTITY. RC-S ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE RC-10 THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE PERMITTED. RC-11 ALL PUMPED CONCRETE WITH S1 AGGREGATE IS TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4" D. RC-12 A 2" I.D. DISCHARGE MAY BE USED WITH 08 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. RC-14 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318 AND ACI DETAILING MANUAL, ACI-315 LATEST EDITION. RC-15 REINFORCEMENT WITH RUST, MILL SCALE OR A COMBINATION OF BOTH SHALL BE CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM DIMENSIONS (INCLUDING HEIGHT OF DEFORMATIONS) AND WEIGHT OF A NAND -WIRE -BRUSHED TEST SPECIMEN ARE NOT LESS THAN APPLICABLE SPECIFICATION REQUIREMENTS IN THE ASTM STANDARDS REFERENCE IN ACI 316. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION, WITH SUPPLEMENT (SD, MARKED S' . RC-16 ALL SLABS ON GRADE SHALL REINFORCED WITH: 6"X6"-10/10 WELDED WIRE FABRIC LOCATED IN THE MIDDLE TO UPPER PORTION OF THE SLAB. WELDED WIRE FABRIC SHALL BE SUPPORTED WITH APPROVED MATERIALS OR SUPPORTS NOT EXCEEDING 3 FT OR IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. RC-11 WELDED WIRE FABRIC TO COMPLY WITH ASTM AI85 SHEETS ONLY, NO ROLLS. INSTALL ON BRICKS OR BOLSTERS, AT MID -DEPTH OF THE SLAB. RC-18 LAP CONTINUOUS REINF. AS NOTED IN LAID SPLICE SCHEDULE OR MIN 40 BAR DIA. LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED. RC -IS TERMINATE ALL DISCONTINUOUS TOP BARB WITH STANDARD SO DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE. RC-20 PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: MINIMUM COVER: LOCATION AND CONDITION: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL BARS 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER % OR GREATER 2" +5 OR SMALLER(-1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND I. SLABS, WALLS, AND JOISTS "II OR SMALLER3/4" 2. BEAMS AND COLUMNS: (PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS) ALL BARS 1-1/2" D. SLABS ON GRADE: SINGLE MAT, TOP 1/2 TO 1/3 OF THICKNESS RC-21 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO 03 STIRRUPS 6 3" O.C. EACH SIDE OF PIPE, UNLESS OTHERWISE NOTED, RC-22 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS, RC-23 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR PLACEMENT OF REINFORCING. RC-24 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS 4 STRIP FOOTINGS, PROVIDE CORNER 5AR6 OF SAME SIZE AND QUANTITY UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL. RC-25 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. RC-26 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE CONSTRUCTION OF ALL FORMWORK IN. ACCORDANCE WITH ACI 341. RC-21 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO 6'-0" FOR S l AGGREGATE AND W-O" FOR 08 AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. RC-28 FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH SIDE FORMS, IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, IT CAN BE USED AS AN EARTH FORM PROVIDED FOOTING WIDTH IS INCREASED P IN EACH HORIZONTAL DIRECTION. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING PLACEMENT OF CONCRETE. RC-2S PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 316, SECTION 63 CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA (FBC TABLE R301.2 (1)) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TOPOGRAPHIC FROST LINE TERMITE LOAD SPEED EFFECTS CATEGORY WEATHERING DEPTH TEMP REQUIRED INDEX TEMP N/A 110 MPH N/A NEGLIGIBLE N/A I HEAD%' N/A N/A N/A N/A N/A REQUIREMENTS REINFORCED MASONRY M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACl/ASCE 530-OW AND "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACl/ASCE 530.1-08), ASTM C-416, ASTM C-101-3 AND NOMA TEK 101. EXCEPT AS AMENDED BELOW. M-2 CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND SPECIFICATIONS FOR REFERENCE AT THE JOBSITE M-3 STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. M-4 USE TYPE "M" MORTAR FOR ABOVE GRADE APPLICATIONS AND TYPE "S" MORTAR FOR BELOW GRADE APPLICATIONS. MORTAR SHALL CONFORM f TO ASTM C210 (PROPORTION OR PROPERTY SPECIFICATION) M-5 MASONRY UNITS SHALL CONFORM TO ASTM CSO, NORMAL WEIGHT, TYPE II. MINIMUM NET COMPRESSIVE UNIT STRENGTH OF 2000 PSI TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (Fm') OF 1500 PSI. M-6 ALL COLUMNS AND BEAMS INTEGRATED IN CMU WALLS ARE 8" AND 12" NOMINAL AND 1-5/8" AND II-5/8" ACTUAL DIMENSIONS. M-1 COARSE GROUT SHALL CONFORM TO ASTM C416, LATEST REVISION: a.) 2500 PSI AT 28 DAYS bJ 1/4" MAXIMUM AGGREGATE SIZE c.) 8" TO 11" SLUMP dJ PROVIDE CLEANOUTS FOR LIFTS GREATER THAN V-O" IN HEIGHT. PUMP 4'-0" MAXIMUM GROUT LIFTS. FOR HIGH LIFT (12'-0" MAX). GROUTING WITH 30 MINUTE DELAY BETWEEN LIFTS. M-8 A REINFORCED CONCRETE TIE BEAM OR MASONRY TIE BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE STRUCTURAL DRAWINGS AT EACH FLOOR AND THE ROOF. USE GALVANIZED MESH TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH HORIZONTAL BARS. M-S UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE EITHER a.) SN16" CONCRETE TIE BEAM REINFORCED WITH (2) 05 TOP AND BOTTOM WITH 03 STIRRUPS a 16" O.C. b.) (2) COURSES OF 8" MASONRY KNOCK -OUT BLOCK REINF WITH 45 IN EACH COURSE FULLY GROUTED M-10 VERTICAL REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM 61S. M-11 PROVIDE VERTICAL REINFORCEMENT IN GROUT FILLED CELLS: A. AS SHOWN ON THE DRAWINGS B. MAXIMUM 48" O.C. C. AT ALL CORNERS INTERSECTIONS RN AND ERSE D. AT ANCHORAGE OF CONNECTIONS OR BEARING OF BEAMS M-12 REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER. LAP VERTICAL REINFORCEMENT ABOVE GRADE BEAM AND ABOVE EACH FLOOR UNLESS NOTED OTHERWISE. M-13 REINFORCE WALLS WITH LADDER -TYPE REINFORCEMENT EQUAL TO STANDARD DUR-O-WAL IN BED JOINTS 9-GA OR APPROVED EQUAL AT 16" O.G. MEASURED VERTICALLY U.ON. PLACE PER MFR. RECOMMENDATIONS. EXTEND INTO COLUMNS, OR PROVIDE DOVETAIL ANCHORS TO SECURE MASONRY TO COLUMNS. PROVIDE PREFABRICATED "TEE" OR CORNER SECTIONS AT WALL INTERSECTIONS. M-14 PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING. M-15 PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. M-16 AT INTERSECTING WALLS FIFTY PERCENT OF THE MASONRY SHALL BE LAID IN OVERLAPPING MASONRY BONDING PATTERN M-11 REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION HEIGHT OF MASONRY WALLS. PROVIDE CLEAN -OUT HOLES AT BASE OF FILLED CELL WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN HEIGHT. M-I8 GROUT FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A "PENCIL" TYPE VIBRATOR M-IS VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT W-0" OC MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER OR P. CENTER BARS IN WALLS UNLESS NOTED OTHERWISE. M-20 ALL REINFORCED CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS M-21 TESTING OF GROUT TO COMPLY WITH ASTM C-IOIS. M-22 OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB FILLED WITH GROUT AND REINFORCED. COMPONENT AND CLADDING DESIGN WIND PRESSURES 3 2 0 3 0 \0 10 O o (D /O 2 � -O iQ 2 2 \0 Q D \ 2 20 \ :v?z0 3 2 3 ROOF PRESSURE ZONES ONES ALLOWABLE WIND SPEED, V= 132 MPH COMPONENT AND CLADDING WIND PRESSURE FOR DOORS AND WINDOWS (POUNDS PER SQUARE FOOT) AREA ZONE 4 ZONE 5 POSITIVE NEGATIVE POSITIVE NEGATIVE I TO 10 FT 2 313 -33.13 313 -41.9 II TO 20 FT 30D -32.5 30.0 -3S.1 21 TO 50 FT 28D -30.6 2130 -35.3 51 TO 100 FT 26.6 -2433 26b -32B 101 TO 500 FT 233 -25,S 23.3 -25.S ZONE 4 - INTERIOR AREAS OF WALL ZONE 5 - EDGE ZONES OF WALL DISTANCE "a" IS DEFINED AS 6.0 FT FROM ANY CORNER OF THE BUILDING r �e Q N m N z L O U z (L w 0 2 0 ° s K m a I'1 U Ll Z t` Lo 2 2 N N C9 O W U � Q � U O x w�WwU(/,H �NmH W W io3pfo �o�ow�o�g 3 "wo �oc>zawr� K w �WC m2w¢ W oVYWE� �dN> Tiwaxs-wa =oZ3 Do away wuoa3zDmau ul W W > o 0 0) ❑ Z LL W 1iV _ p L J[7 0) d Jo Q C 5 UJ 11 a UJ Q W J ul ° - r.yi LL F U Lo z 3 Lo r I O I 0) D J Q frrnn a ko a uJ ko ma STATE OF PLOR10P•' C, i/ S1 SHEET 5 OF 9 8: s 12 4'-0"x8'-0"x4" THICK CONCRETE PAD REINF W/ FIBER ME5H ®provide gas M F_ r - El Ir +25.2 3iL PARALLAM LOAD BEARING WALL, SEE DETAIL A/55. 333 COL MN1.5E PSL COLUMN (ABOVE) W/ TYPICAL SIMPSON HD35 N TYPICAL ON j rA lL CONC. SLABAB 3000 PSI (MIN.) X&THICK1/10 m W.W.M. OR FIBER MESH EQUIVALENT ON CLEAN I' COMPACTED FILL TESTED TO 95%. COMPACTION AND TREATED FOR TERMITES " OVER 6 MIL. VAPOR BARRIER N ❑ LOAD BEARING WALL, of SEE DETAIL A/85. TYPICAL LOAD B SEE ❑ ❑ ❑ R ❑ FF=9 F- 4 =j in V LOAD BEARING WALL, iL SEE DETAIL A/55. ❑ TYPICAL S OPE EXTENT OF = I'- 4' 0"x5'- "x4" THICK G NGRET PA 4" C CRETE BL REINF W/ IBE MESH REIN . W/ "4 m 24" +25.1 +25.1 VER I AL 21.9 -34 LL F-3 iv lL� � -34FA ❑ W .- ❑ ❑ w:wwww.: ww. ❑ L� +25.1 +25.1 EF 7 21.9 -21.9 IL oo- o PAVERS v LOAD BEARING SEE DETAIL t r Q to RECESS W r IL +21.1 -233 2'-4"x2'-4"xl'-4'D CONCRETE PAD WITH (3) "5 REINF AT STEP COLUMN PAD FOR BOTTOM EACH WAY. TYP. 25'-0" PAVERS. MIN. DEPTH OF I I'-0" FOOTING I'-4" II '-0 11'-6" I'-0 11'_6" 4'-10" 8'-4" 10 EXTENT OF EXTENT OF PAVERS PAVERS 10 w +220 4'-0" Q 242 v ❑ q > F 6 P. d 0 0 0 O ; C o ° o m ao 12" um masonry ❑ ❑ L- column, relhf with OF (2)05 vertical. typ. � RS I.01 l 72 2'_0 g I'-0 2'_1" 5'_1 2 _p VA IES RECESS 21'_2 F-'7 _ 9 4'-3"x4'-3"xl'-4"0 CONCRETE PAD WITH (5) 15 REINF AT I= Q1 L RECESS BOTTOM EACH WAY. � �m O +25.1N I a L N N +22. ❑OO +25.1 ❑ -2 2 3 �� 21.9 F-1 ❑- ❑ provide ❑ ❑ I ❑ �" vARIES RECESS \ ❑ provide � I p gas 4" 0 \ 05`" �O J 13_64_0 +24.9 +22.0 \3 21.1 F 6 24.2 F-4 ( IM.) RECESS RECESS -/ L TYPICAL SLAB ON GRADE, U.O.N. 4" THICK (D M +249 CONC. SLAB 3000 PSI (MIN.) W/ 6X6 10/10 -325 W.W.M. OR FIBER MESH EQUIVALENT ON CLEAN COMPACTED FILL TESTED TO 95% COMPACTION OVER 6AMIL. VAPOR BARRIER ND TREATED FOR ITES trough u voltage lighting II U U ❑ p7 - bLL - N F-3 +24.9 F_3 +25.5 F-1 lSIM.) +24.8 +24.9 32.8 a 21.1 +25:7 21.0 21.9 " L I 4'-3" 1. 2'-3" 3i_8" 4'_m" FOUNDATION PLAN II'_o" 8'-0" LOAD BEARING WALL, SEE DETAIL A/95. ALL, TYPICAL V65. F-9 - N - ❑ ❑ - -... ❑ lL� d. ❑ _F-4 +2 8 -2 .0 SLOPE I'-9�" ■ -33.3 0 V s in i'1 3'-0" 3'-8'xl'-4"D CONC T PAD WITH (3) 'S SW AND (4) 05 LW REINF ATJOTTOM. TYP J RECESS STEP EXTENT OF _ n UI PAVERS ? 9 v al +24.1 LOAD BEARING WALL, -262 0 g SEE DETAIL A/65. 0 TYPICAL51 IF- F-9'-4" 8" a n 9j 0+ 4 ❑ ❑ -' LL ❑ ❑ ❑ N D BEARING WALL, =N SEE DETAILA/S5. TYPICAL 4" V-4" 2'_6" all M V IL +252 ❑ -213 `-IN N - O\O N coa n F 1 u ❑ ❑ ❑ LOAD BEARING WALL TERMITE TREATMENT REQUIRED SEE DETAIL TYPICAL, VARIES CAL NI LOAD BEARING WALL, SEE DETAIL A/55. TYPICAL 31' -4" +21.5 I +22.4 -23.6 F 2 F-1 F-2 El ❑ _GARAGE DOOR GARAGE DOOR RECESS RECESS TYPICAL SLAB N GRADE, U.OX 4" THICK GONG. SLAB 3000 PSI (MIN.) W/ 6X6 10/10 WW).M. OR FIBER MESH EQUIVALENT N CLEAN COMPACTED FILL TESTED TO 95% COMPACTION AND TREATED FOR TERMITES OVER 6 MIL. VAPOR BARRIER O 3i2uX3=" I.SE PARALLAM o PSL COLUMN (ABOVE) W/ 4'-6" SIMPSON HD35 5'-0" F7LLI N N LL 3/a" RECESS r F-3 +24.8 v F-3 +24.8 F- 1 +24.4 F-1 (SIM,) 21.0 +25.1 _ 210 26.6 21.9 9 4'-0"x8' 0"x4" THICK 0 , 4'-0"x5'-0" 4" THICK CON REINF W TE PAD FIBER MESH v CONCRETE PAD REINF W/ FIE ER MESH - 5 CALE: 1 /4"= 1'-C" 2i_9" provide 4'-0"x1'-0"x4" THICK CONCRETE PAD REINF W/ FIBER MESH _511 4" COPY 0 O 0 N � C m � H Z i O u z w r�- Q 11 w 2 O SL in O a N �a t0 U [] Y Z ❑ 7 Q 3 O = in Z W in a N 2 U 0 O O U h 0 x � <==3:w'-O" W a��3wzLLr>a �oFN JD �w2mc�WWZZK�'ij_' oow zo3oso no N,�, 'i mouZ aY Omk w�o0a` owWw I., Q1W W�dl=/IY sa woc�o�iwa x�-wa S�Z �SXO HW�mZW WO �awarwc�oa3,-mmac� Z Q � ❑ W > � O 01 J a L CW] � / o° J C7 Z 0 Q W In O W co J W 3 W > J co � ❑ J � } � W a ❑ Z � LO Ol U J a n a °u, P 0 (� If o Eg �N �rN yQ �m EZ NP C J >N¢P ( l WJLLw0 m o W W L �/ V Nj f� Q�N �vo OOgm <m o w Z7 3 "^ u U n o W s a O STATE OF Fs '•F<0RID P.• 'GN� S�ONAL EN 52 SHEET 6 OF 9 *ALL TRUSS TO MASONRY CONNECTIONS ARE SIMPSON HETAL 16 UNLESS NOTED OTHERWISE *ALL TRUSS TO WOOD CONNECTIONS ARE SIMPSON HS UNLESS NOTED OTHERWISE 1 0'-01' T/COLUMN 1 1 '-4" 11 1'-4° I TRUSS CONNECTOR SCHEDULE: ID CONNECTOR UPLIFT FA5TENER5 (LBS) O SIMPSON HETA16 1010 EM(gOBdEDE�,�5TRUP O SIMPSON MT516 1,000 (14) 10d x 11/:" O SIMPSON MGT 3,965 (1) "Na" DIA. EXPANSION ANCHOR WITH (22) 10d INTO GIRDER 51MI-SON HT520 1,450 (24) 10d x 11i2" O SIMPSON H5 455 Sol x iz (4) 8d x 11i2" (TOP PLATE) NOTE: ALL CONNECTORS ARE ADEQUATE TO RESIST UPLIFT LOADS, SUBSTITUTION OF CONNECTOR IS ACCEPTABLE AS LONG AT THE CAPACITY OF THE TIE DOWN EXCEEDS THE UPLIFT SHOWN IN THE TABLE ABOVE. LVL BEAM SCHEDULE : BEAM I DOWN (LBS) UPLIFT (LBS) CONNECTOR 4260 100 SEE PLAN (WALL) LVL-1 ,I,I 5g1 SIMPSON HETAL 16 (COLUMN) 103-1 622 SIMPSON HETAL 16 (EXT. COLUMN) LVL-2 8309 1033 SIMPSON HETAL 16 (COLUMN) 386E 652 SIMP50N HETAL 16 (INT. COLUMN) LVL-3 699 419 SIMPSON HETAL 16 (COLUMN) 699 415 SIMPSON HETAL 16 (COLUMN) NOTE: ALL CONNECTORS ARE ADEQUATE TO RESIST UPLIFT LOADS, SUBSTITUTION OF CONNECTOR IS ACCEPTABLE AS LONG AT THE CAPACITY OF THE TIE DOWN EXCEEDS THE UPLIFT SHOWN IN THE TABLE ABOVE. TYPE DESIGNATION F = filled with grout / u - unfilled quantity of 5 rebar at bottom of lintel cavity BF-16-1 B/1 T t — quantity of 5 rebar at top Lnominal height nominal width SCAB ON 2X TO TRUSS, FASTEN W/ 16D m+ 6" O.C. STAGGERED m� L 3 — u v , 5/8" actual 8" nominal 1 ❑'-4" 1 ❑'-4" 05 rebar at top min. (1) req'd -]ear cmu grout +5 rebar at bottom of lintel cavity bottom reinforcint provided in lintel varies 11 1 1-4111 Il', 1 II 1 CJI CJ _ 0 III r Ulli mIl mil .....,ill ,"'nil mlI m � L-9 gE3 L-6U � u r oil All 1 II II ull u / ' GJIS — I— CJ5 " / CJ4 �II II II II rII II 10114 II II LOA BEA ING WA L, m1I III R r-II KII N P-II FII 3 CJ10 PR -ENGIN ERE{ SEE ETAIL A/55. zajs� ~ 11 11 CJ5 WOO ROOF RUSE TYPI AL , I 1 11411 II DESI N BY THE�2 N O J4= I II II II II - - T25 _ - - - - J r I I STEM GEILIpIG II = _ _ _ _ _ J " I II 1 1 '-4" 1 1 4° J4 ?O 12'0 31iz" 3'ip" L8 PARdLLAM i II'-4" • 8F8-1 B/1 T 81`12-1 3/2T 8F16-13/1 T 81724-1 B/1 T BEARING WALL NAIL PATTERN: I. PLYWOOD AND SIDING: (FIELD) USE 8d NAILS v 12" O.C. (EDGE) USE 56 NAILS 6 6" O.G. 2. GYPSUM: (FIELD) USE 5d NAILS 9 10" O.G. (EDGE) USE 56 NAILS m ," O.G. ROOF NAILING SCHEDULE: ZONE I: 8d NAILS 6 6" O.C, EDGE Sol NAILS a 6" O.C. FIELD ZONE 2: 8d NAILS u 411 O.C. ON EDGE ad NAILS 6 4' O.C. FIELD ZONE 3: Sd NAILS a 3' O.C. ON EDGE Sd NAILS m. 3' O.C. IN FIELD ALLOWABLE FASTENERS: RING SHANK NAILS WITH MINIMUM DIMENSIONS: I. 0.113" NOMINAL DIAMETER 2. RING DIA. OF 0.012" OVER SHANK 3. 16 TO 20 RINGS 4. 0.280' FULL ROUND HEAD D.IA. 5. 2" NAIL LENGTH PSL OLUM 4 (BEL W) W _ _ _ = T2 = _ LOAD BEARING WALL, NOTE --a, REFER TO SHEET 51 COMPONENT AND CLADDING FOR PRESSURES 51 PSON T$I LEDGER SEE DETAIL A/S5. J4= I _ T23 12'-8" _ _ TYPICAL J O2x10 CEDAR LEDGER, FASTENED TO WOOD FRAME WALL LO 1) BEARING WALL, Q — — 1 _4 4 W/ (2) 5/8" LAG SCREW x 5" EA. VERTICAL E DETAIL A/S5. J4= L — — II �J--- -L _ TYPICAL T22 ?7 l47 LOAD BEARING A L, 9 SEE DETAIL A S5. Wall Height Le end J4A T21 — TYPICAL CJIO 10'-01, ATTIC SPACE GJI J10 �y ® SIMPSON HUCQ410-SD5T20 — I — FOR A/C UNIT CJII 10'-4" W/ 02) Ii4"x2'>4" TAPCONS 2 -.- NTERMEDIATE TIE LOAD BEARING WALL, � " JI0 BEAM o 10'-0" ® i,'-4" _ TI9 TYPICAL—-4 AIL A/S5. —1 1 L CJ12 jiV T g IJ REVIEWED AND I cJ15 II4 qAPPROVED TRUSS „ 4° =T" _ _ _ �_ _ �_ _ _ = II~ ~II �u III � TB �� 0 - - 11'4" FLAT v v STEPP D EILING II DRAWINGS _ TIC, CEILING { ^� =1 �r, F,B1O —_— 1 1 4 LO DWBE SIEE I II CJI4 _ _ _1-1— _ J 8"xl6" CONCRETE BEAM LOAD BEARING WALL, ETAIL A/55. 1 4 II Lull 1 TT CAL a W/ (2) "6 BARS TOP/BOT •.,.I SEE DETAIL A/S5 B 3 1 ❑'_❑° ROOF SHEATHING J = TI5 W/ "3 STIRRUPS 9 6" O.C. _ �'�9 TYPICA REQUIREMENTS SIMPSON HETAL 16 — — — — _ — — Ju L-2 5/8" CDX APA RATED PLYWOOD SHEATHING - LONG DIMENSION PERP TO TRUSSES —_ TIE,— — _ _ -- -- — — 1 4," HETAL I - END JOINTS STAGGERED 6 - A ,G P LEDGER 2) 2x12 O o II � - FASTENING SCHEDULE I I t 11'-0' W/ WOOD F E 13'-B" AFp U p SIMPSON MT516 SEE ROOF NAILING SCHEDULE TI5 — 1 I FB, — — — — — ' WAL ABO m 20 " GJ3A TYP. STEN TO L N 1' ❑u 1 F EDG � ry Iv m J/ SIMPSON CJT4, n T rPICAL 17N, n TI5 F'B_' _ — - 11 INTMRMEDII�TE TIE U 1 1 ' 4° 1 O O 1 1 ' 4' — — — — — — — AM q1 10'-0' CJ2 2; 10 CEDAR N' T/COLUMN 1 1'_4" � T � n SIMP6 N �L EDGER 4x8 CYPRESS BEAMS t TI5 P56 _ HET 1{-1 16 - - F m 261/4" O.C. S13 v? 3 LVL 2 B =T68 :JI TI4 _ _ PB5 —_— — — 1 1 1_400 11— SIMPSON HETAL I6 �' mii II II II II II LOAD BEARING WALL 1 ❑' O" u 3 II II II II ❑'ll❑" II II II II II G SEE DETAIL A/55. M CJ2 11'4" FLAT T13 — — PB4 TYPICAL— J CEILI G T/CO MN II I II 1 1' 4" r — — — — — — — —— — — — II LOASEEEDETIAIL A/95 Pie Cody 7 CAST-�RETE LINTEL SCHEDULE LINTEL NO. LENGTH BEAM COMPOSITE TYPE APPLIED GRAVITY LOAD APPLIED UPLIFT LOAD SAFE GRAVITY LOAD SAFE UPLIFT LOAD COMMENTS LI ,'-9" 8F12-15/IT 43,3 Ib/ft 4S Ib/ft 1,245 Ib/ft 680 Ib/ft L2 4'-1" 8F8-I5/IT 220 Ib/ft 16 Ib/ft 2,189 Ib/ft 1,20-1 Ib/ft L3 6'-9" 8F6-I5/IT 220 Ib/ft 16 Ib/ft 1,011 Ib/ft -121 Ib/ft L4 3'-," SFS-IB/IT I 65S Ib/ft 106 Ib/ft 2,693 1b/ft 1,363 Ib/ft L5 3'-1" 8F6-I5/IT 11000 lb/fi 100lb/ft 2,693lb/ft 1,363lb/ft L6 3'-5" SFS-IB/IT 152 Ib/ft 15 Ib/ft 3,06g lb/Ft 1,569 lb/ft L, g'-0" SFS-IB/IT 113 Ib/ft 2 Ib/ft ,52 Ib/ft 551 Ib/ft LS V-5" 8F8-16/IT 1g3lb/ft 15lb/ft 3,0691b/ft 1,5691b/ft L9 3'-5" 8F6-I5/IT 193 lb/ft S lb/ft 3,069 Ib/ft 1,569 1b/ft LIO 5'-10" 1F8-I5/IT 2801b/ft 14lb/ft 643lb/ft 530lb/ft LII 4'-5" 8F8-I5/IT 1,203 Ib/ft 166 Ib/ft 2,189 Ib/ft 1,201 Ib/ft L12 3'-5" 8F8-I5/IT 8441b/Ft 85lb/ft 3,069Ib/ft 1,569Ib/ft L13 3'-5" 8F8-IB/IT 100 Ib/ft Imo 1b/ft 3065 lb/ft 1,56g Ib/ft LI4 11_7" 8F8-IB/IT 231 lb/Ft I6 Ib/ft ,$2 Ib/ft 5gl Ib/ft L15 1'-1" 8F8-I5/IT 231 Ib/ft I6 Ib/ft -152 Ib/ft 591 Ib/ft LI6 4'-6" 8F8-I5/IT 152 lb/Ft 15 Ib/ft 2,189 Ib/ft 1,20-1 lb/Ft LI, 4'-6" 8F8-I5/IT 308 Ib/ft 51 Ib/ft ZV3 Ib/ft 1,201 Ib/ft L18 3'-7" SFS-IB/IT 841b lb/ft 92 Ib/ft 2b93 Ib/ft 1,363 lb/ft LIB 5'_4" 6F24-IB/IT ,09, Ib/ft 1,11-1 Ib/ft 1,342 Ib/ft 3,60, Ib/ft L20 4'-1" SFS-IBAT 226 Ib/ft 15 lb/ft 2,189 Ib/ft 1,20-1 Ib/ft L21 4'-11' 8F8-15AT 226 Ib/ft IS Ib/ft 2,189 lb/Ft 1,20, Ib/ft L22 5'-4" 8F8-I5/IT 226Ib/ft 15Ib/ft 1k63Ib/ft 1,0I6Ib/ft L23 4'_i" 8F8-IB/IT 226 Ib/ft 15 Ib/ft 2,185 Ib/ft 1,201 Ib/ft L24 4'-5" SF6-IB/IT 860 Ib/ft III Ib/ft 2,185 Ib/Ft 1,20-1 Ib/ft L25 3'-1" 8F8-I5/IT 2351b/ft 15lb/ft 2,693lb/ft 1,363lb/ft 1_26 3'-1" 8F8-I5/IT 235Ib/ft 15Ib/ft 2,6g3Ib/ft 1,363Ib/ft L21 3'-1" 5F6-15/IT 1921b/ft 151b/ft 2,693lb/ft 1,363lb/ft L28 10'-4" 6FI6-I5/IT 1,36, Ib/ft 195 Ib/ft 1,533 Ib/ft 514 Ib/ft L29 11'-4" 8FI6-IB/IT 8501b/ft III lb/Ft 950lb/ft 404lb/ft L30 31_1" 8F8-I5/IT 1,041 Ib/ft 155Ib/ft 2,6S3lb/ft 1,363lb/ft 1 ❑ ❑ note: J [11 I. contractor to verify length of all lintels for actual rough window and door openings. CJ3 TI2 — — P63 — — TYPICAL — — — — J II II II II II II II II SEE ;DDETAI L14 R IIII s L- 1 3 L- 1 2 SLIdiNG GL $S DO R TII P52 — — — FRAt jE DOA, TYPICIAL r = — -- — — — _ — _ — _ = 1 ❑'-❑° 11'4" FLAT LOA BEARING WALL, SEE DETAIL A/55. za J3 I T10= = PBI — —CEILING — — — — TYPICAL_ IIIIr L 29 % N CJ4 J3 �1 II II II II 11 4 IIIIr TS SEE D TAIL L//,,54 Fof� II II II II II II II II II II II II II II II SLIDIN GLA°LS DOOil2 CJ J3 — FRAME DOWN, TYPIG _ - II II II L` F/ d J.3 1 1 14" I TT = _ — 10 Ou IIII II II II II II II II II II II II II I�J13 = J II II II L II - _ I I I II I II I II L 769� J3 �I II I r T6 = _ _ _ _ _ = PRE-ENGINEERED = _ _ _ _ _ _ _ — — — I I WOOD ROOF TRUSSES J3 I IIIIr T5 — — — — — — DESIGN BY OTHERS — — — — — — — 3 C, I'4" LAT ATT G SPA E CAP CEI,�wING IIII T4 = _ _ _ _ _ _ _ _ _ - - - = Fo�A/c uNIT I I I �I ff II II II II II r LOAD BEARING WALL, II II II II II II II II II II II II II SEE DETAIL A/65. II II II II II II II II 7/7 J.3T3 TYPICAL _CJ6 II II II II II II II r 1n I 10 0° N N J3_ — PR ENGIN ERED I IIII T2 I (PRFI LW) =J4A J WOOD ROOF RU56E J J3 _ II DESI(SN BY ©THERS L TI SIMi�fSON M�516 I _ _J4A PR II II II III III II II II II II II II II II 7t�;_ __ __ == == ==PR CJ6 In Ln II III III III 0II III IIIODE R OF7TH R-CJ3 N II IIII CJ5 II II II II II II II II II II II II II II II CJ2 N C,li II II II II II II II IIII II II II II II II II II ll II II 11 II II III III IIII III III III III III III III III III III III III III III III ail rII `rII "III tll rIII "'II rII rII `rII 'III III `"II II aII mil a) II 4 u 31 I cJ1 O ~ E ~ E ~ ~ 3 3 c L 1 6 i L 1 7� L-1 8 L 1 9 L-2 L 21 L 22 L-23 L-24 ^ U L.0 1 1 '-4i' 1 ❑' O° 1 ❑' ❑° 1 ❑ O° I 1 ❑'-❑° II r 0 O u dh a m � F w O w d w 2� 0 ° s ro [7 V U Y Z I` Ul J3 N ❑ U � w wc�cn��—mr- w w ar�3 wz���� zoF3 UI O wUZF-w.0"� ZC3p �O�0UO WNUOg 3 �Fwo�ttoc�zEw�i- ¢�w dw c>o�z� ww oazwa ��w�ww �auzii Ka woc�o�iwwzzkwa �aw.a�w�oa 3�zma0 Q J o- Z Q LL LL ELU D LL❑� W— Ll z oU1 -J �� Ljj Ln a �/ Y Q Z ? J 32 w JLL LO 351 Ul ❑ M D > F It [I Q C] a `° 10 a LL J 0 Q Z ii1r Li O E, W �N J EZ W P J C mWE U � _1 WE Wo mo WLLl Nj Z 'Z < OOCa�n LL aw�wo Z C) W N oU g d STATE OF ' /A I ROOF FRAMING PLAN SCALE: 1 /4"= 1 SHEET 7 OF 9 1 STRIP FOOTING REINFORCING CONT. THROUGH PADS 2"X4" KEYWAY ed e d IL d, °A d PAD REINFORCING PLAN AT PAD TYPICAL HORIZONTAL REINFORCING INTERSECTIONS OUTSIDE CORNER BARB SAME SIZE 4 NO. A5 HORIZONTAL REINFORCING h—LAP SPI U 0. TYPICAL HORIZONTAL d,` J REINFORCING d° m„ d 9 CORNERS TYP. HORIZONTAL REINF-CONCRETE BEAMS AND FOOTINGS SCALE 3/4"=1 3/I6" X I" SAW CUT JOINT AT A MAX SPACING OF 15'-O" X 15'-0". CUT AS SOON AS POSSIBLE AFTER TROWELING. FILL JOINT WITH LIQUID SEALER 4" FIBERMESH OE WWF CONCRETE SLAB ON GRADE SOIL SHALL BE CLEAN GRANULAR FILL MECHANICALLY COMPACTED TO S8 a. MAX. DRY DENSITY. TYPICAL SAWCUT JOINT SCALE 1 "=1 CONTINUE TIE BEAM REINF II .. ,. a '• ° ° --------��_--- SCHEDULE FOR REINF •'--- PRECAST /PRESTRESSED MIN all I • • ° CONCRETE LINTEL, SEE 75 vERTICAL REINF 'p, • _ ADJACENT TO ALL - - OPENINGS TYPICAL PRECAST LINTEL IN c MASONRY WALL lll-- SCALE 1/2"=1'-0" 6" FROM CORNERS (TYP) 12" O.G. MAX. SPACING HORIZONTAL (TOP) JAMB PRECAST LINTEL REINF CELL HORIZONTAL (TOP) OR CONCRETE ADJACENT TO JAMB BEAM OPENING W/ N5 (2) 5 IN FULLY GROUTED CELLS FURRING STRIP FULLY GROUTED ADJACENT TO GARAGE DOOR of DRYWALL 5 IN FULLY GROUTED CELLS ADJACENT A5 SHOWN TAPGONS INTO `. 'G4-""X4" PT BUCK STRIP TO OPENING AS SHOUIN GROUTED MASONRY 2X6 PT WOOD JAMB SEE WINDOW AND N ° - FASTENED W/ - " - e DOOR BUCK q a '� • 2X6 PT WOOD JAMB �5/8" J-BOLTS W/2" DETAILS i P r' ��FASTENED W/ SQUARE WASHER' • " V I/2 �_: 5/8" J-BOLTS W/2„ d , -" SQUARE WASHER • •. 2X6 PT WOOD JAMB FASTENED _ PT BUCK N W/ 5/8" J-BOLTS W/2" WASHER WINDOW SPACED I6" OC - MINIMUM OF 4 2X6 VERTICAL JAMB SEE WINDOW MANUF SPEG5 (MIN EMBED 5") m (SAME SPACING ON m 2X6 VERTICAL JAMB FOR FASTENING ' BOTH JAMBS) (SAME SPACING ON CONCRETE JAMB BRACKET TO BE FASTENED TO m 9 BOTH JAMB5) HARD CASE NAILS 0 14" O,C, POUR SILL WOOD 2X6 JAMB W/ PER REINF W/ 5 OR MANUFACTURER'S SPECIFICATIONS PRECAST SILL F e, WINDOWS AND DOORS SHALL BE CERTIFIED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECCOMENDATIONS TO WITHSTAND THE COMPONENT AND CLADDING DESIGN PRESSURES SPECIFIED IN THE GENERAL NOTES AND SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING OR SHALL BE MANUFACTURED IMPACT RESISTANT, TYPICAL WINDOW AND DOOR BUCK FASTENING SCALE 1/2'=1'-0" SHEATHING TO BE FASTENED W/ roof ppre-fab SPECIFIED FASTENERS AT 4" OC AT VALLEY OF OVER -FRAMING overframing trusses 2XIO RIDGE SIMPSON 1­12.5 CLIP RAFTER o BOARD (2) EA SIDE OF 16" OC RIDGE TO PLATE FASTEN RAFTER TO COLLAR 2X6 COLLAR /-TIE W/ (4) 16D NAILS \�SIMPSON LUS210 TOE NAIL RAFTER TO BEAM HANGER TOP PLATE W/ (3) IOD COMMON AND FASTEN W/ SIMPSON H25 CLIP 2X6 PLATE FASTENED TO SHEATHING W/ 8D RING SHANK NAILS - 2 ROWS 4" OC AND (3) it I&D COMMON AT EA - CROSSING OF AN UNDERLYING TRUSS OPTIONAL: STRAP EA END EA RAFTER THROUGH SHEATHING TO UNDERLYING TRUSS W/ MIN 12" SIMPSON 18 GA STRAP W/ MIN (10) 12D COMMON NAILS RAFTER SPAN IF VALLEY SETS P7%RAFTER EA END EA TRUSS TRUSS W/ IS GA X (FASTEN W/ (10) IO MAX.RAFTER SPANS AT 16" O.C. NO. 2 S-P-F AFTER MAX. SPAN 2X4 5'-10" 2X6 S'-2" 2X8 12'-1" 2X10 15'-5" ROOF OVERFRAMING DETAIL SCALE 1/2'=1'-0 7'-0" GARAGE DOOR TYPICAL GARAGE DOOR BUCK DETAIL NOTE: I. DESIGN ADEQUATE FOR 30 SQUARE FOOT OPENINGS, v 2. WINDOW FRAME FASTENED TO BUCK PER MANUFACTURER'S RECOMMENDATION. C 0 o File COloy 0.0. �4 (L Q co A Q TERMINATE ALL VERT REINF W/ SO' HOOK INTO TIE BEAM W f- W 5 VERTICAL REINF ADJACENT TO ALL OPENINGS MATCHING DOWELe FOR VERT REINF FOUNDATION TYPICAL MASONRY WALL REINFORCING SCALE 1/2"=1'-0" DRYWALL FURRING STRIP POOR FRAME 5 IN FULLY GROUTED CELLS ADJACENT TO OPENING AS SHOWN DOOR { FLATHEAD SCREW, SEE " 1 WINDOW MANUF SPECS 2"X6" PT BUCK STRIP 1/4" X 3-1/4" TAPCON SPACED 14" OC AND STAGGERED (MIN 1-1/4" PENETRATION INTO CONCRETE) NOTE: I. DESIGN ADEQUATE FOR S0 SQUARE FOOT OPENINGS. 2. DOOR FRAME FASTENED TO BUCK PER MANUFACTURER'S RECOMMENDATION. WINDOW BUCK DETAIL J^H DOOR BUCK DETAIL SCALE 1"-l'-0" - SCALE 1'=1'-0" - SCALE 1"=1'-0" zr . STRAP E EACH TWIST 2X6 BETWEEN S STRAP EACH SIDE WOOD TRUSS. TRUSSES DESIGN BY OTHERS BOTTOM CHORD OF WOOD TRUSS. SIMPSON MT512 TWIST DESIGN BY OTHERS SIMPSON SPHro OR SPHS SIMPSON LUS26 STRAP EACH SIDE (2) 3/♦" PLYWOOD TOP 4 2X TOP / PLATES. BOTTOM PLATES. 2X6 OR 2X8 FRAME WALL AT I6 O.G. MAX. SPACING PLYWOOD SHEATHING 2X6 OR 2X8 FRAME PLYWOOD SHEATHING SEE PLYWOOD SHEATHING WALL AT ib" O.C. MAX. SPACING SEE PLYWOOD NOTE SHEATHING (4) 3/4" PLYWOOD BOTTOM NOTE PLATES. WOOD ROOF TRUSS SIMPSON SPH6 OR SPHB SIMPSON SPH6 OR SPHS DESIGN BY OTHERS SIMPSON MT512 TWIST (ihIV VARIES E�� VARIES l2) Ix PT UNDER STRAP EACH SIDE SSE EE PLAN 13i4"Alke" ALUMINUM SASH BOTTOM PLATE VINYL TEMPERED GLASS DESIGNED VINYL 13i4"xl�lks" ALUMINUM SASH FLAT TILE ROOF OVER 45" BY SPECIALTY ENGINEER .TEMPERED GLASS DESIGNED BUILDING FELT AND PLYWOOD BY SPECIALTY ENGINEER SHEATHING PERPENDICULAR TO TRUSS PARALLEL TO TRUSS PRE-ENGINEERED WOOD TRUSSES, (2) 3/4" PLYWOOD TOP 4 TEMPERED GLASS DESIGNED TEMPERED GLASS DESIGNED DESIGNED BY OTHERS PLATES AT RADIUS WALL. BY SPECIALTY ENGINEER BY SPECIALTY ENGINEER AT STRAIGHT WALL USE 2X VINYL VINYL TOP 4 BOTTOM PLATES I3 a xli/s„ ALUMINUM SASH 13/4"xllke" ALUMINUM SASH 12 SEE TRUSS GALVANIZED HURRICANE STRAP, 15/32" APA RATED PLAN SEE TRUSS CONNECTOR COX PT PLYWOOD 2x TOP PLATE 2x TOP PLATE SCHEDULE SHEATHING FASTENED W/ 10D TEMPERED GLASS DESIGNED BEARING HEIGHT COMMON ®6" OC SPH6 OR SPHS EVERY SPH6 OR SPHS EVERY BY SPECIALTY ENGINEER —� EDGE AND 12" OC OTHER STUD OTHER STUD VINYL Pi4"xl�is" ALUMINUM SASH EL. VARIES FIELD 2x® I6" O.C. 2xg 16" O.C. MARBLE SILL S" MINIMUM BLOWN INSULATION 1i2" DIA. LAG SCREW a �i2" DIA. LAG SCREW 24" O.C. WITH 211ALUMINUM DRIP EDGE PLATE WASHERSQ PLATE WASHERSQ INFILL WOOD FRAME OVER 2x6 RAKED SMOOTH SUB -FASCIA I ia" SCREWS • 16" OC. 4 SPH6 OR SPHS EVERY SPH6 OR SPHB EVERY 2x8 PT WINDOW BUCK OTHER STUD OTHER STUD a ° "x41i4" TAPCONS ® IS" O.G. SEE TRUSS SCHEDULE S FOR CONNECTION OF STAGGERED LVL BEAM TO VINYL SOFFIT WITH CONTINUOUS VENT 2x SILL PLATEI r 1. 2x SILL PLATE STUCCO MASONRY COLUMN - SIMPSON SPH(o OR SPHB 2X6 OR 2X8 AT BOTTOM. EVERY OTHER PLYWOOD PLYWOOD 4 MASONRY WALL FRAME WALL AT BUTT GLASS STUD, TO ALIGN W/ CONNECTION FLOOR GIRDER/ FLOOR GIRDER/ NOTES: 16" O.C. MAX SPACING OF TOP PLATE TO TRUSS SHEATHING TRUSS SHEATHING TRUSS I. INSTALLER TO USE STRUCTURAL SILICONE WALL DETAIL 7,44 BLOCKING, 24" O.G., FASTEN TO SEALANT m JOINTS TRUSS WITH SIMPSON LUS24, TYP. 2. DEFLECTION SHALL MEET FBC BUILDING CODE REQUIREMENTS LVL TO MASONRY BOTTOM CONNECTION BOTTOM CONNECTION K COLUMN CONNECTION BUTT GLASS AND SLIDING GLASS DOOR WALL DETAIL FRAME WALL SCALE 1/2"=1'-0" - SCALE 1"=1'-0" r o � a Q m � z w E U w w Q o ? K �N .- g C] Ll Y Z Em N zzp W N U ❑ -Wi W w x J W a U } w Kww_N1-�.-mU N W z wa?og zoW3o�o'W'wo x 0 O W N O w w U Z o W z ¢ �,-KmwmaW c�mo<o a U.q H O r Z Z x 0 4_ W w Z W K x K OwoVo ��w¢a .�iwdi W�l x a zax xor wax zwxo i-a wmlwooa3,xm ao16 cn W _J > o Q W _I Q a W W Z wLo U] d W — / I —.'I W �m o J 3� w j 0) It < ❑ LL } H I— U o a Z Ul � Ll � OY IIr—n ko IL uJ 0 U e o E W ®N �5m Ez W V U 0 j mo WJLLw m U :/-yyam� zW� `� sQ Cc: (r�� V () , Q)i vwW�k `oE NU n CIS o W L g a � ee ',0,�,�'. STATE OF ,r• i� •'•FLORIDP.. •' \ S G SHEET 8 OF 9 I SEE TRUSS FRAMING PLAN AND SCHEDULE FOR FASTEN EVERY OTHER STUD FASTENING REQUIREMENTS AND AT ALL OPENINGS TO DEL TOP PLATE W/ SIMPSON SPH4, 6 OR 8 CONNECTORS I I I I I JOINTS AT TOP PLATES SHALL HAVE A MIN 4 FT LAP SPLICE AND BE SIMPSON MSTA12 FLAT 5TR< EVERY OTHER CRIPPLE ST (2) 2x12ER FOR 6'-I" TO -0" SPAN (2) 2xl ER FOR 4'-I" TO ,-v SPAN FASTENED WITH A MIN (2) 2x8: ER FOR 1'-0" TO 4'-W SPAN OF (20) 10D NAILS NOMD UNLESS OTHERWISE, FASTEN EAIENpOF HEADER W/ SIMPSO STA21 EA FACE PROVIDE BLOCKING AT 1/3 POINTS, MAX SPACING ADER SWAN WALL STUD HEADER STUI 2X4, 6 OR 8 SP (NO 2) STUDS m 1(0" OG SIMPSON LTT20B E H SIRE OF OPENING HOLD DOWN REQUIVD ADJACENT TO OPENINGS, CORERS,ND INTERSECTIONS SEE FOUNDATIPLAN AND SECTIONS FOR FOOTING PRE-ENGINEERED ROOF TRUSS (DESIGNED BY OTHERS) ~ p1 MASONRY WALL, SEE PLAN FOR REINFORGEING UNSUPPORTED STUD WALL HEIGHT SPACING 12 IN,2 10' OR LESS 16 IN, 24 IN, 12 IN, _ GREATER 16 IN, THAN 10' 24 IN, HEADER BEAMS SHALL BE PROVIDED SECTION 2308.9.6 OF THE FLORIDA 2X STUD PT a u -- - - - MAXIMUM HEADER SPAN (FT.) 9' 12' 15' is, NO. OF HEADER STUDS REQUIRED AT EACH SIDE OF OPENING I I 2 2 2 2 NO. OF FULL LENGTH WALL STUDS REQUIRED AT EACH SIDE OF OPENING 2 3 3 3 3 2 2 3 3 3 3 I 2 2 2 2 2 FASTEN MASONRY TAPCON STUD TO WALL W/ 3/16"X3-3/4" • 16" Or- 2 2 3 4 5 5 2 2 3 3 4 4 I 2 2 2 3 3 U AND SIZED IN ACCORDANCE WITH BUILDING CODE _, 5/6" HILTI KWIK-BOLT II OR J-BOLT (MIN, LFASTEN EVERY OTHER STUD AND AT ALL OPENINGS TO PT EMBED 5") AT 30" O.G. MAX. SPACING BOTTOM PLATE W/ SIMPSON 6PH4,6 OR 8 CONNECTOR WITH 21lx2"FLAT PLATE WASHER A TYPICAL INTERIOR WOOD FR"E BEARING WALL DETAIL - SUPPORTING ROOF ONLY 12 1j SEE TRUSS FLAT TILE ROOF OVER 45" I PLAN BUILDING FELT AND PLYWOOD SHEATHING PRE-ENGINEERED WOOD TRUS5E6, DESIGNED BY OTHERS GALVANIZED HUi;�RICANEeAP, SEE TRUSS CONNECTOR SCHEDULE SEARING HEIG*I EL, VARIES 0" MINIMUM BLOWN INSULATION 1/21, GYPSUM BOARD (SMOOTH ALUMINUM DRIP E FINISH) OVER Px2" FURRING OVER 2*0 RAKED STRIPS ® 16" O.G. SMOOTH SUB-FAS 8"Wx16"D CONTINUOUS LINTEL ELK. TIE BEAM WITH (I) "5 BARS VINYL SOFFIT WITH CONTINUVENT - TOP AND (1) 05 BARS BOTTOM PRECAST CONCRETE LINTEL REINFORCED WITH (In CONT. ALUMINUM FRAMED WINDOW CAULK PERIMETER INTERIOR, ?EALANT PERIMETER EXTERIOR MARBLE SILL POURED IN PLACE OR 1/2" GYPSUM BOARD (SMOOTH FINISH) PRECAST CONCRETE VILL OVER I"x2" FURRING STRIPS w I6" O.G. SMOOTH STUCCO FINISH WITH 3/4" THICK RIGID INSULATION BETWEEN Ix FURRING STRIPS 8" MASONRY WALL �jWORCED W R WOOD BASE VERTICAL IN CONIC. F&� ED CELLS CONCRETE SLAB, SEE SHOWN ON PLAN, ANY �AVE N 3 FOUNDATION PLAN FOR REINFORCING STEEL fi® REINFORCING FINAL GRADE FINISH FIRST FLOS!4 --- -- A /I//A//A�/�V/���//�� MONOLITHIC FOUNDATIAN, SEE FOUNDATION PLAN FOR SIZE AND REINFORGittl§ I TYPICAL ONE STORY WALL EiECTI CONTINUE TIE BEAM REINF TK CONCRETE BEAM, MAY SUBSTITUTE (I) TOP BAR IF REQ'D BAR SIZE EQUAL OR LESS _Wp4" , a ' TINUE TIE BEAM REINFOUGH CONCRETE BEAM i 'S VERTICAL REINF ADJACENT TO ALL OPENINGS CONCRETE BEAM IN MASONRY WAL SCALE 112' 1' w Q z � MASONRY TIE BEAM (2) GOURSES� LL � o • ■II�I��� �I�� WN CONTINUE VERTICAL REINF AND HOOK SO' INTO TIE BEAR] SEE FRAMING PLAN AND TYPICAL WALL SECTION FOR REINFORCEMENT STEP IN MASONRY TIE BEAM SCALE 112"--1'-0 N w w SLAB . 4" CONCRETE SLAB (U 05 BAR CONT. SLAB STEP FOOTING (F-7) SCALE: 1/2"=1' -O" SCALE 1/2"=1'-0" w Up �i 4 IL W FORM AND POUR w CURB W/ M5 CONT. FINAL GRADE 8" MASONRY WALL, SEE PLAN 4" CONCRETE SLAB FASTEN EVERY OTHER STUDAND AT OPENINGS TO DEL TOP PLATE W/ SIMPSON SPH6 JOINTS AT TOP PLATES SHALL HAVE A MIN 4 FT LAP SPLICE AND BE FASTENED WITH A MIN OF (20) 10D NAILS WALL SIMPSON LTT205 EACH SIDE OF OPENING HOLD DOWN REQUIRED ADJACENT TO OPENINGS, CORERS, AND INTERSECTIONS WALL ALIGNED WITH MASONRY WALL BELOW n FASTEN EVERY OTHER STUD, AND OPENINGS TO BOTTOM PT PLATE W/ SIMPSON 6101-16 SIMPSON LTT205 EACH SIDE OF OPENING HOLD DOWN REQUIRED ADJACENT TO OPENINGS, CORERS, AND INTERSECTIONS WALL ALIGNED WITH WOOD BEAM OR WOOD TRUSS BELOW FASTEN EVERY OTHER STUD AND AT OPENINGS TO WOOD BEAM W/ SIMPSON MSTA24 TRUSS FRAMING PLAN ENING REQUIREMENTS CRIPPLE STUDS, FASTEN TO FHEADER WITH SIMPSON MSTAI2 EVERY OTHER STUD (2) 2x12 HEADER FOR 6'—I" TO 8'-0" SPAN (2) 2x10 HEADER FOR 4'-I" TO b'-O" SPAN (2) 2x8 HEADER FOR I'-0" TO 4'-0" SPAN UNLESS NOTED OTHERWISE, FASTEN EA END OF HEADER W/ SIMPSON MSTA21 EA PACE HEADER SPAN PROVIDE 2X FLATWISE BLOCKING AT ALL PLYWOOD JOINTS FASTEN WINDOW OR DOOR PER MANUFACTURER'S SPECIFICATIONS HEADER STUD--C MASONRY WALL FASTEN SILL PLATE TO -BEAM OR TRUSS W/ IOD 4" OC WOOD BEAM OR GIRDER TRUSS 15/32" APA RATED CDX PT PLYWOOD SHEATHING FASTENED W/ 10D COMMON 6" OC EDGE AND 12" OC FIELD 2X6 STUDS SPACED AT 190 OC (2ND FLOOR) FASTEN EA E I OF SILL TO HEADER STUDS W/ SIMPSON MSTA21 EA FACE r2X6 PT SILL PLATE Na" THREADED ROD 30 OC (EMBED 5") WITH VxV PLATE WASHER r2X6 SILL no File Copy TYPICAL EXTERIOR WOOD FRAME BEARING WALL DETAIL SCALE 1/2"=1'-0" THICKENED EDGE J FOOTING WITH (2) 43 ,�.11-8� BARS CONTINUOUS. GARAGE WALL FOOTING (F-1) SCALE: 1/2"• I'-0" 8" MASONRY WALL, SEE PLAN w uQ �Q PAVERS ONIL Q 4" CONCRETE COMPACTED SLAB FILL, SEE PL / THICKENED EDGE i— — FOOTING WITH (2) S j p_B BARS CONTINUOUS. EXTERIOR WALL FOOTING (F-4) SCALE: I/2"=1'-O" PAVERS ON COMPACTED FILL. SEE PLAN 4" CONCRETE SLAB THICKENED EDGE p ° ° FOOTING WITH (2) "5 BARS CONTINUOUS. FRONT ENTRY FOOTING (F-8) SCALE: 1/2"=1'-0" 4" CONCRETE O" VERIFY W/ DRIVEWAY SLAB D OR MA IF. +• ° THICKENED EDGE \ FOOTING WITH (2) "5 — — BARS CONTINUOUS. CONTINUOUS.(' GARAGE FOOTING (F-2) 4", 6", OR 8" FRAME WALL, SEE TYPICAL DETAIL FOR CONN. TO FOUNDATION w SCALE: 1/2 "= I'-O" SLAB MONOLITHIC CONCRETE FOOTING WITH (2) "5 BARS CONT. INTERIOR WALL FOOTING (F-5) SCALE: 1/2"= I'-O" 4" 6", OR W FRAME WALL, SEE TYPICAL DETAIL FOR CONN. TO FOUNDATION 4" CONCRETE SLAB — S,_ °_ _° / MONOLITHIC CONCRETE FOOTING WITH (2) "5 BARS CONT. INTERIOR WALL FOOTING (F-9) SCALE: 1/211• I'-m" 8" MASONRY WALL, SEE PLAN w UQ _ NQ 0 m 4" CONCRETE SLAB °ere. ! f THICKENED EDGE — — — —°� FOOTING WITH (2) 05 BARS CONTINUOUS. EXTERIOR WALL FOOTING (F-3) SCALE: I/2"• I' -0" PAVERS ON w 1 4„ 4" CONCRETE COMPACTED FILL. SLAB SEE PLAN Nn1V THICKENED EDGE FOOTING WITH (2) 05 — — . BARS CONTINUOUS. REAR SLIDER FTG (F-6) SCALE: 1/2"= I' -O" W MASONRY WALL, SEE PLAN U 0 Lu W N Q 4 Q ED v 4" CONCRETE SLAB \ THICKENED EDGE - - FOOTING WITH (2) 05 BARS CONTINUOUS. EXTERIOR WALL FOOTING (F-10) SCALE: 1/2 "= I' -O" a� aQ � F 0- w w a D U � 2 0 z w m a g U D Y Z N O O Ii -i Q 03 M V U 2 N 2 0 W 2 a � Y W D O O � U O w w x x w WUUIH �NlnH '.J �i..x�m¢�Nwzz www� g 203p�0 O Kw a r�mw ¢a�oz 6'zx ow wwa�o�Kwxoa� a?�rorw�� wa�nr woo w sw x�z�xxo�w�xzwmo rawer,-wooa3i-�mdc� 10 J 0' W > ❑ Q ° � I— W W Lip/ — ❑ Jr] 0) 'I J IY oYCf1 W ItJ _I Ld 3a E 0 o J LL ❑W Q U] } I- U WO a 7 L L Ll ❑ Qi J O� 0- 0 IL � uJ J 0 2 0 Q`u 20 I� o E $ N ®N �Sm N W N_o " o U WJLLu. C m 2 ww ZJZo= J Q: Nw 0 N 0 0m cf]m-`o Q W M ZW>�`ot > N � U) WV) �U N a g M a * 01 �-7 ' STATE �'�� ' � •.F<ORtDP. •'� C� ' Ss�ONAU . SHEET 9 OF 9 I File Copy 150A 150A ML ML 300 AMP 2-4/0 ALUM 2-4/0 ALUM SERVICE XHHW XHHW METER MAIN 7-3/0 ALUM 1-3/0 ALUM XHHW XHHW 0 150A 1-#4THHN 1-#4THHN MB 2" SCH 150A 40 PVC MB 2" SCH 40PVC jJ 3" SCH ARLINGTON GBJ MIN #350 0. 80 PVC GROUND BRIDGE CONDUCTORS BETWEEN METER Y2 SCH 80 PVC AND PANEL(S) ANCHOR / U.F.E.R GROUND #4 THHNJ --ROD TIED INTO SLAB STEEL ELECTRICAL SERVICES TO BE 300 AMP SINGLE PHASE SERVICE (UNDERGROUND) NOTE: ALL ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL ORDINANCES AND LOCAL UTILITY SERVICE ELECTRICAL RISER DIAGRAM 300 AMP — UNDERGROUND — N.T.S. pIY� lL �OAj MOUNTTIINO HT5 MOUNTING HTS ® ROUND REGE55 OPEN BAFFLE FOR OUTLET FOR OUTLET TRIM (INTERIOR FLAT GLG) AND SW AND 5W © MINI ROUND RECESS OPEN BAFFLE ' INTERCOM TRIM (BAR LOCATIONS) SPEAKER AND ® MINI ROUND REGE55 EYEBALL y LGD D15PLAY TRIM 4� N ALIGNED W/ ROUND RECESS REGRESSED EYEBALL �;z/ EDGE OF 5W (INTERIOR SLOPED GL6) 0 I MINI HAL;O6EN (GABINEf LOCATION5)13TM OF SH 1Q ROUND REGE55 LED x AND OUTLET v �i UNDER CABINET "PUCK" LIGHT N --I [IL O=j XO......... Z TO ALIGN- F ...._. GL6 FAN/L1614TAND 0. t!J j } N N o o ROUGH ? 5Q� SMOKE DETECTOR / CARBONMONOXIDE ALARM COMW PER CODE tttTTtT111 - „ ®®..............................................................................7 N Q Q - 0 0 0 �U-I2= UNDER GABT IZ 00 .__....__ .. ._...._ ....,....,_",_.». _._" _ UNDER GABT 21 mlilt.,:", - __ ee _ ER GABT 24 ........._ _»..,. ,». .._...._._"..... _ _.... _.. ._ .. .., r - 1._ i I ' _`\l 1 =U 33= UNDER GABT 33" "-- DOOR iJAM6 =5 24= SINGLE 24" FLUOR STRIP `� EDGE OF UTLET AND GAB SINGLE 36" FLUOR STRIP ; .................... }.:"-'=}-» i ,.. �` .... _w.. -._.3 GAB FACE r' CORNER G , l i :;w,.-1- : �p ASE R SINGLE 48' FLUOR 5TRIP d ' ....t I , r' j O TO ALIGN.t. cn �5-4 1..........................:................ 1agf ....L�u{.. �................,. } 1 I (V i _,_ », ..f.... w } OR =D-24 3 DOUBLE 24" FLUOR STRIP ' + DOUBLE 36" FLUOR STRIP * - ! DUPLEX =D-36= „ — -, 1 OUTLET ®° =D 4b� DOUBLE 48 FLUOR STRIP -l0 - ; ; 48 (4) TUBE ! I = , >< .....:...... „ .; ..._ wy w~ ' o E ? N ! \.aw N 24" GLG MNT FLUOR LT, WRAPPED L ' B-IO I 3 : " 1 48" GLG MNT FLUOR. LT, WRAPPED E : : r24W 24 VANITY LIGHTING (SEE SPECS) E p I _ ! _ _ _ — _ _ THE ITEMS BEl-OW ARE SHOWN FOR LOCATION eE ev3b� 56" VANITY L16HTIN6 (SEE SPECS) ~ !.� y- I �j`\ PURP05E5 ON-Y. PLEASE REFER TO LOCAL �- �- - — � -� - ? : � »,• E 5 DE' W O THE ® EXHAUST FAN /LIGHT FIXTURE COMBO � � N c , i I"" -- -Q °` _. ; FOLLOWIN6 ITEMS ARE INCLUDED R N EXHAUST FAN z NOT 0 I } s �I / ♦ I I 1 ? ® INTEWOM � SOFFIT MNT FLOOD L16HT N M } d - - --- •t t 33 N ® MAST[:R STATION ® GL6 MNT SPEAKER X �� - € ; I ? i ® LIGHTING OR ELECTRONICS (LGD ® CHIMES ( DELETE W/ INTERCOM) F } f I I ELEG PANEL S? ��-O.'............ 4 } 6_._._._._._ ¢ ( DISPLAY OR LIGHTING, AUTOMATION _ '._. _... Qo ONTROLTKNOB 4NEI - a o ,. � GLG RETURN A m»- PUSH BUTT ! t, g$ �. 1 UMAX OF A 6 BOXES, A/C REGISTER IR i n ___".. -- FOR GANG BOXES F B OR MORE THAT ARE '--- I..' i-9LL 1 �, 48 4 TUBE z>? „,gym_ , j LOCATED ON BLOCK WALL CHIP OUT THE THERMOSTAT i......_...___....._.._____.._._»»._..._....__.,.._.._.......______._._. [ID ICI ...._._._.._...._.___._»_»._.........._..._........ _ _"_. _ _ OCK o ACCOMMOVATE J._ 1 i BLNOTE:TALL DIMENSIONS APEEFOR ROUGH A/G DISCONm SECURITY NECT s EPER BOX. ,( _". » B I ...... "y� "•. ;�Gj .:. "_.. ...., { ! RS,-6„ ✓'- -IC�" -b FRAMING o - LL !.,).,. -• • g" -••• ••,- • •• } } I r9 r p • NOTE: ALL ELECTRICAL WILL COMPLY ��J - 1......:..................._.................................. f— _ t ,• TIC a N _ ELE IG W1TH.NEG 2oU .— G DETAILS SCALE: I/2" I' O' •NOTE, ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMP " do BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN Ink00 g ' u7 }p I € I I } } I ! ELECTRICAL LEGEND DWELLING, UNIT FAMILY ROOMS, LIVING ROOMS, T I } .............................. ........ PARLORS LIBRARIES, DENS BEDROOMS SUNROOM5 q } I t L-w • —• -- -•• • _ i DUPLEX OUTLET (IIOV AT 12" OR A5 NTD) RECREATION ROOMS, GL05T5, HALLWAYS, OR o _ _ _ ,__. _ _____ _-•• ,_ • -: ; " " e 51MILAR ROOMS OR AREAS 5HALL BE PRTOTEGTED q ?- . .,,,. I DUPLEX OUTLET (IIOV AT 39) ? „ B A LISTED ARG-FAULT CIRCUIT INTERRUPTER I Z i DUPLEX OUTLET (IIOV AT 43) m� } }� i� ; COMBINATION -TYPE, INSTALLED TO PROVIDE - �- } DUPLEX OUTLET (IIOV AT 45) #PROTECTION OF THE BRANCH CIRCUIT. NEC. 210.120) o o WEATHERPROOF DPLX OUTLET (IIOV AT 12 OR AS NTD) NOTE: ALL BATHROOM OUTLET5 ARE ON _ SPLIT DPLX OUTLET (IIOV AT 12") TOP 15 'HOT' A 20 AMSERVICE WITH NO OTHERkD T WEATHERPROOF DPLX OUTLET (IIOV AT 12') OUTLETS. P TOP PLUG 15 'HOT' + NO: ALL OUTLETS ABOVE COUNTERS I z220V OUTLET AT 30" 5HALL BE • O D HORIZONTALLY -.FLOOR OUTLET NOTE:INTERS TEM BONDING WILL BE �T........................ ® SPECIAL PM05E CONN INSTALLED AT HE SERVICE EQUIPMENT. — _ ... _ a ................. NEC 250.94 } J _ a w_ TELEPHONE OUTLET AT 12" OR AS NTD _ = r._. _.. .... - -- w._ : _ mT s__ *NOTE: ALL REGEPTP�GLES IN AREAS _ E 5TRUCTURED WIRE COMBO OUTLET SPEGIFIED,,BY ARTICLE 210.52 WILL BE I I I� 0 N 5 II I it �a pa ¢I } I I ? ® WALL OR FL MOUNT TAMPER-RE,515TANT. NEC 406.11 . NOT, ALL RECEPTACLE OUTLETS INSTALLED •" } S z 15TRUGTUMED WIRE QUAD COMBO OUTLET 6ARAGES KITCHEN i ^ i"". • O IN BATHROOMS, _ _ �•�j����� --_ -, I: F } I w m^ " I 0. +a 5W SEE ELF.. DTL GOUNTEiRTOP5, WET -BAR SINKS AND ,? _ _.__ „".. _� _ - r - — - - SHALL BE GFGI PROTECTED. z } 3-WAY 5W SEE ELEG DTL OUTDOORS' II _ N 0. } Q } j : _ _ .._ __ lU I I w 4 WAY 5W SEE ELEG DTL NEC 210.5 } I , 6' 2'— ^ 4 6 - }---� } 1L t� i :,,.,,} ;..., 9 uv� j, o PUSH -BUT ON FOR GARAGE DOOR AT 60" «NOT: LIGHTS FANS, SMOKE DETECTORS, cw : f' I'• �.-- ( } } 1 I ..,., .. „ ,.,., �... I DIMMER SH AT 56" A/G SUPPLIE5 AND RETURN AIR5 TO BE -p - DOORBELL (DELETE W/ F DOD DWS .... I IIIIII IIII } ? I ? G 6TERG a6 AND HAL�N Y5N TYP UNO O DOORS, ..... _ „ w.., • NOTE: 5M0 P DETECTORS SHALL BE G-R } ...__.......__........_.._..... ...._....:...: ....: P 12 D 2 FB CL6 MNT 15NIRE IXTUREBY OWNER (SECTION R314R NF A AN ............................................. _._ ..,....... " - ! I _ '-I- w NOTE: AFGI CIRCUITS SHALL BE INSTALLED —'... z _. -_ t._.._.... _.........: _ ._. _ _ _...._ C 1 i..,. SURFACE NNT FIXTURE PER NEC,0:12 q .#.......�..., �' 9 .ea. �.�` E 1........�,.-`"e..�._. �•�.:..�t= � i ... _ EG, 2Pll, 2 � 'II I1 a WAIL MNT IXTURE NOT: CARBON MONOXIDE UJ �-J--U -bill 3,_6„ _ T„ E 5TALLED PER 8'-1" 4'-6" 4'-6' 2'-2' �� 2'- ....,...2'- 5'-I1"- $ 2'-10" } - ROUND RCGE R TUB/SHOWER 014 FBG RE5 DENTIAL .... ....... � 3 5 2TOR RM5 T D i • ® 55 FO DR O N O »,»J � ` 1 i I : t � �I.. -• �-Qw- ...._... --- -- '. _-` _ _ — 3 — - - - -�- ; _ I ; } m I � I ��,I I 2wH r I � ..,.. ., .J...., _, ...,. y' e j ....... j - F-- O U z N :.^x^sz." �:.»�^::.�.� _.__...... --.......................".._.__.........x:a;x:----•-°:.;::,-.-x�a....._.—ws: ..................:a-.-x:........"...._: " (1Z I aL H } ..mar a DI O DI O 1-s'}I---I _ `, � � ��N W .... ...... ... .. ......�-Ind_... ..'..... ........... ... � ' e � .:..�•_. tom.: .. ;.,.. I - I Q O "l"�'""j •a. , n 3,_6n /' 8'_, } I ..m.S3. • I tt" .,, ,..,.,.,�... ,,.. 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