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HomeMy WebLinkAbout2640 Magpie Way (a)" 'ATE THE MA"U' F L 0 G 6 C A S33ER-11E: PAD RZE.- 40'X 65' SHEET INDEX: 0000 COMER SHEET 001Qo FOUNDATION PLAN "B" 02AB FLOOR PLAN W/ DIMENSIONS `p' 03AB FLOOR PLAN W/ NOTES "o" 040 EXTE . ELEVATION "o"o FRONT & REAR 05B EXTER. ELEVATION "B"- LEFT & RIGHT 06 CROSS SECTION / INTERIOR ELEVATIONS 07AB ELpEp C��I� CAL PLAN O0 0 0 �1 RUSSS LAYOU J "B 09AB PRE -CAST LINTEL LAYOUT- "B4 100 TYPICAL DETAALS 11 TYPICAL DDETAT LS D TYPICAL STRUCTURALS DETAILS DD2 TYPICAL STRUCTURAL DETAILS D3 TYPICAL STRUCTURAL DETAILS RECORD COPY REVIEWED FOR CODE rr)o of c� PlAPhS EXAMIcN��• -� l DATE S NNFORD BUILDWr Dil/ISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OFA PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST UQUIRED Results to be Verified at Slab Ins ection BUllp��� SA+V�0�.9 0 �AgR7tvi;",t,� �r #1 8- 4525 &(Oqo G EVISM SCHEDULE �o. DATEE pESCRI TION �Y 0 o� 0 uu Lu�o 4 W TO V Q) a REVGONS BY L o� 0 uu Lu�o Q) Z 04 �U ® j N ow Q) �o WO �N O �� �0 Y c9 �c� I 9.0 QV o rn Z (6 N 0 (JJ C •O �Q) (�r5 n N X _C > 5 0 N 80 �s aw o0IL DO �v) w �o OiTz L S � �3 4 W TO V L uu uu U� �N O �0 ,E 9.0 U Q) L - L DO LLI > w N � 0� ,J)m DATE 04-05-2011 � U SCALE AS NOTED O DR;IUN RDC JOB N/A 7 SkEET O� U O JOF 00 SHEETS 4 W TO V TO SUIT EQUIP. FURN (-4" TYP. SIDES ` CONDENSOR UNIT SHT. ANGLE BRACKETS OR 2" WIDE 20ea GALV. STEEL STRAPS PAD ABOVE BASE FLOOD ELEVATION 4" THICK CONC. PAD - SEE PLAN FOR UNIT LOCATION REFRIGERANT PIPING TO AIR HANDLING, UNIT CONNECT TO UNIT U1/ '14 SHEET METAL SCREWS U1/ GASKETED WASHERS 4 CONNECT TO PAD UJ/ 1i4"X1114" TAPCON SCREW OR 3/a" BOL T. SEE TABLE FOR QTY. PER SIDE, ANCHOR SPACING TABLE LENGTH / SIDE NO. OF ANCHOR/SIDES LESS THAN 12" ONE / SIDE 12" - 24" TIUO / SIDE 24" - 36' THREE / SIDE 30" UP 4 5tone d UP FOUR / SIDE AI C;i40f;R DET, FOUNDATION NOTES L CONTRACTOR VERIFY ALL DIMENSIONS ON JOB SITE. 2, O DENOTES FILL CELL REINF. UJ/ CONC. UJ/ (1) #50 REBAR. GRADE o0 3. ■ DENOTES FILL CELL REINF, UJ/ CON(. W1 (2) #5v REBAR. GRADE 00 4. DO NOT SCALE PRINTSI CONSTRUCTION TO BE FROM CALCULATED ATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPER- VISOR FOR CLARIFICATION. 5. WATER NEATER T d P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR. WATER HEATEF AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WIT' DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE APPROVED THERMAL EXPANSION DEVICE. o.0 DENOTES FLOOR SLAB OF PL ANT MIX CONCRETE 2500 P.S.I. 4" THICK WITH /oXro 10/10 CzAUC�E REINFORCINe MAT. WITH MIN. I" COVER. TERMITE TREATED SOIL WITH .00omm Co mil) POLYETHYLENE VAPOR BARRIER OVER COMPACTED GLEAN FILL. WWF SHALL BE PLACED IN MIDDLE TO UPPER THIRD OF SLAB AND SUPPORTED ON APPROVED SLAB BOLSTERS. FIBER MESH REINFORCEMENT MAY BE USED AS ALTERNATIVE TO WIRE MESH, 7, PAVERS MAY BE USED ILO CONCRETE SLABS IN PATIO, PORCH, DRIVE AND WALKWAY AREAS. DELETE SL AB IN AREAS PAVERS ARE USED, 8•TTANDARD FOOTI r: NOT USED I T NATE F G 9. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 10. IN LIEU OF TREATING THE SOIL, AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. I1. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS, PURSUANT TO CH.402 FLORDA BUILDING; CODE, FOUNDATION FLAN 11511 I/8"=1'-0" (IIXIi) I/4"=1'-0" (22X34) er.�:m II-ld N TABULATION TOTAL LIVING---------------- 1,9Qo SF. rARA(fiE-------------------- 393 SF, ENTRY PORCH--------------- 9O SF - LANAI --------------- F_LANAI--------------- 104 SF, TOTAL UNDER ROOF ENERAL NOTES 2,553 SF. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3, ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3112" UNLESS NOTED OTHERW15E. 4. ALL EXTERIOR BLOC( WALL DIMENSIONS TO BE fi/2" UNLESS NOTED OTHERW15P. 5. PULL ALL DIMENSIONS FROM THE REAR OF PLAN, FLOOR PLAN L/ [)fLP:L5IL5 11511 I/a"=1'-O" (IIXI-l) 1/4"=1'-O" (22X34) a) 6q; W o e� for o Q o� � U � lug (L OO �0 ULQ) 60 N N N �L 6ID Q) N Q � X �S Q) s) 0 J) -" N � L �0 6S i'3 Q Q L L � S X17, Q 0� U� � 0 �i o N Q N LuN S Q L � T U � �U Q� 0 � U 0 t w Z LLI>� �`L 0 L" L n`� Q L N � Q� o� (� WS �u (L o N 0 � z 0 u A O REMS9ONS BY z ( N m m p� Z_ � to LU w�Tup 2 (L c 8 Q N O j S,� N CJ (L ZF0 co N pW �, Q LL C_ .� Er C �Zg°So Q W 2 6 FE LU I� I� < ^L L UL z �O v d z Iuul m no Q Rn - cc cc O O U- < II II Q DATE 04-05-201-1 SCALE AS NOTED DRAWN RDC JOB N/A SHEET 02Ao�� OF 00 SHEETS OAE) INFORMATION PER 16TH EDITION, 2011 FLORIDA BUILDING RESIDENTAIL CODE DEAD LOADS FLOOR; STRUCTURE -------------- 1 PSF CEILINGS -------------- 3 PSF MEGH/ELEC-------------- 5 PSF PARTITIONS -------------- 5 PSF TOTAL --------------20 PSF ROOF: SHEATHING -------------- 5 PSF STRUCTURE -------------- 1 PSF CEILINGS -------------- 3 PSF MECH/ELEC-------------- 5 PSF TOTAL --------------20 PSF FLOOR LIVE LOADS 12 RESIDENTIAL FLOOR: ------------40 PSF UNINHABITABLE ATTIC 12 WITHOUT STORAGE: ------------ 10 PSF UNINHABITABLE ATTIC Lu W/L IMITED STORAGE: ------------ 20 PSF ROOMS OTHER THAN SLEEPING ROOM: ------------40 PSF SLEEPING ROOM: ------------30 PSF STAIR LIVE LOAD: ---------------40 PSF ;BALCONIES: ---------40 PSF PASSANGER VEHICLE GARAGE: - - - - 50 PSF ROOF LIVE LOADS J MINIMUM ROOF LIVE LOAD (PSF) TRIBUTARY LOADED AREA (SO. FT.) FOR ANY STRUCTURAL MEM3ER ROOF SLOPE 0-200 201-000 OVER 1600 0:12 < 4:12 20 l0 12 >_ 4:12 < 12:12 10 14 12 >-12:!2 12 12 12 WIND INFORMATION PER 16TH EDITION, 2011 FLORIDA BUILDING RESIDENTAIL CODE I. BASIC, WIND SPEED: ----------- 140 MPH 2. WIND IMPORTANCE FACTOR:--- N/A 3. BUILDING CATEGORY: ---------- 3 4. INTERNAL PRESSURE-- +/-.10, INCLUDED COEFFICIENT: IN NOTE #e) 5. COMPONENT / CLADD ING - - - - - SEE PLAN DESIGN WIND PRESSURE: + XXX DESIGN WIND PRESSURE IAW FLA XXX RESIDENTIAL CODE, SECTION R301 NOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. GENEF AA NOTES PROVIDE RECESS HOT � COLD LATER WITH DRAIN 'a WASHER SPACE, VENT DRYER THRU ROOF. PROVIDE COLD WATER LINE FOR ICE MAKER LINE e REF. SPACE. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 5. MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED 3Y COMMUNITY STANDARDS AND APDL IGABLE COUNTY CODES. o. DENOTES GONG. BLOCK WALL HGT. � 9'-4" A.F.F. DENOTES CONC_r3L OGK WALL HGT. -@ 12'-8' A.F.F. 1. REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS 5. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES �. ANCHOR THE CONDENSER UNIT TO SLA3 PER CODE: M 1301.1 - M1301.2 10, ALL INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. ALL INTER. SECOND FLOOR GEILINGS AT 9'-0" UNLESS NOTED OTHERWISE. NOTE: DOOR FROM HOUSE TO GARAGE MUST BE E�66 WINDOW 5GH�UL- R310.2.1- F�C�201-� SOLID WOOD DOORS NO LESS 1 3/a' IAUJ 8302.5.1 51-125 33 1/2" H. X 30' W. MIN. NET CLEAR OPENING 5.1 SOFT FLOOR PLAIN W1 NOTE -5 n u I10'=I'-0" (11X11) 1/4°=1'-O" (22X34) 12'-0' BLOCK WALL HGT. + 33.7 44.0 SH25 NOTE: 16ILL EMERGENCY 6C-,AFE WINDOWS 5I LS TO 5E NOT MORE THAN 44°MIN. AFF.= fR3I0.2 - I=5OR (2011) + 33.7 44.0 SH25 10/0X1/0 OH.GR.DR. + 24.0 24.5 KNEE SPACE 0 MN L, X c�i NOTE: ALL INTERIOR DOORS ON THIS FLOOR TO BE: 6'-8" U.N.O_ - VERIFY WITH COLOR SHEET. I NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO N u -0 •� N � Q �0 w � N LL Qly L N It! 3 U �0 N 6S Q 0 w n ( rn n `)(0 U z i a _c� 7 Q •N m 0 "A) LL �o LL w i fin` � � W LL 0 0 © 3 Lu0 o ° L a w ) w �� QDZ ri Lu L L a Q� E N E Q Fzz Oto _T N 1 L0 REVISIONS BY z m N rn 8 Z F n �C3d't't W�J �0 w 8 N D N d :c 0 Z 02W N 0w �'- ME ME LL((!i C O V co pP 04o <WL06zE Lu F Uu O z Q For O O J LL w Q rar Q DATE 04-05-2011 SCALE AS NOTED DRAUUN RDC JOB N/A SHEET Q3ABD OF 00 SHEETS TILE ROOF 12° 2" co CORBEL EXPOSURE 4"X12" FOAM OR 3 P PRECAST CORBEL �� 12" EXPOSURE. 22" KEYSTONE FINISH 2" WIDE RAISED BAND � ID E TA I I 122X34) m n/q_w 2 c� 2 12 KEYSTONE FINISH FOAM SILL F2 -e KEYSTONE FINISH FOAM SILL WITH BRACKET r2--�DTAII 1'-0" (llXll) 3/4"=1'-0" (22X34) ALUM./VINYL SOFFI" "FYF CN" BRACKET BKT14X14 OR EaUA [DEzTAIL I/2"=1'-0" (11X1-1) I"=1'-0" (22X34) EXTERIOR FIN15H NOTES 1. LATH TO SE ATTACHED IAW 8-103.1.1 OF THE (oTH EDITION, FBCR. 2011 2. PLASTERING. TO BE WITH PORTLAND CEMENT, INSTALLED IAW R103.7,2 OF THE 0TH EDITION, FBCR. 201-1 3. WEEP SGREED TO BE INSTALLED IAW 8103.72.1 OF THE OTH EDITION, FBCR. 201-1 4. WATER RESISTANT BARRIER TO SE INSTALLED IAW 8703.7.3 OF THE ! TH EDITION, F5( --R. 2017 "ZIP SYSTEMS" WALL SHEATHING MAY BE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALL&. �� BRACKET: T 12" m PINEAPF �,EL. 12'-10" /PL1 V FL. 9'-4" /FLT, FL. S'-0" /HDR 4B � SILL TO EL. 0'-0" /FIN. IX2 IXro t IUUI H HNISH BAND EL. 9'-4" /FLT. NGT. EL. 8'-0' /HDR. HGT. 313" TEXTURED CEMENTII FINISH EL. 0'-0" /FIN. FLR. FRONT El E VA T I ON'1511 I/8"=1'-0" (11X1 -I) I/4"=1'-0" (22X34) ties c71t'��_e• C�f�i�e � iPI.IYC orw�c rr, ')ERGLASS SHINGLES 9'-4" /FLT. NGT. V-0' /HDR. NGT. ;. 'ACKET TO DETAIL n3 ', SMOOTH FINISH BAND )'-0' /FIN. FLR. TEXTURED CEMENTITIOUS FINISH REAR ELEVATION I/8"=1'-0" (11X17) 1/4"=1'-0" (22X34) L. 9'-4" /FLT. HGT. L. V-0" /HDR. HGT. .. -L. 0'-0" /FIN. FL EXTERIOR FINISP NOTES I. LATH TO aE ATTACHED IAW R103.1.1 OF THE QTH EDITION, FBCR. 2011 2, PLASTERING TO aE WITH PORTLAND CEMENT, INSTALLED IAW R103.1.2 OF THE oTH EDITION, FaCR. 2011 3, WEEP SCREED TO aE INSTALLED IAW R103.1,2.1 OF THE eJH EDITION, FBCR. 2011 4. WATER RESISTANT aARRIER TO aE INSTALLED IAW R103.7.3 OF THE &TH EDITION, FE3CR. 2011 5,. "ZIP SYSTEMS" WALL 5HEATHING MAY aE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR aARRIER, ON EXTERIOR WALL5. } EI. S'-4" /PLT. HGT. } EL. V-0" /HDR. NGT. EL. 0'-0" /FIN. FLR. EI. S'-4" /FLT. HGT. EL. S'-0" /HDR. HGT. ;=I. 0'-0" /FIN. FLR. oma/ E1=T EILE:EVATION II511 (11X11) 1/4"=1'-O" (22X34) FIaERGL ASS 5HING LES LJI 3/,3" TEXTURED CEMENTITIOUS FINISH R I (=-:; �4T ELEVATION 115 11 3/3" TEXTURAD CEMENTITIOUS FINISH I/0"=1'-0" (11X11) I/4"=1'-0" (22X34) OFF -RIDGE ROOF VENTS - REFER TO ATTIC VENTILATION CALCULATION FOR VENT QUANTITY) 1:1 OFF -RIDGE ROOF VENT5 - REFER TO ATTIC VENTILATION CALCULATION FOR VENT QUANTITY) 12 a EL. S'-4" /PL T. N( --;;T. ; EL. S'-0" /HDR. HGT.,L EL. 0'-0" /FIN. FLR. EL. a' -O" /HDR. NGT. EI. 0'-0" /FIN. FLR. \\'A U) Ql a 9E`ASMS BY Lu C7 o M Z 04 Q 0 cZ r 0 O LLID o S Q N rj) 'S Q1 r �o�j co ei CL o rn Cc N 6N OW c, 0_m z co-� Q)x ZCc»a a 0gc o aLo0 W 0 rn� �o N z S 0 Q a rn� w 0� no Foga 0 •� 0 ULN U � � 0 0� 0 > U 21 ' N 0 o Lu I)II? w I ) �� For a 7 4) DATE 04-05-2011 U L Q_ 0 SCALE AS NOTED DRAWN RDC = U 0 JOB N/A SHEET •5 ED, —! O OF 00 SHEETS N MG MIRR. LAS . �t ® � i Irl MC MIRK. LAS/. � I I � I - �I I REF. I � SP. i 000 L J N MG MIRR. LAS . �t ® � � m Irl MC MIRK. LAS/. � I'TI��i�i�' �I N ' m m N MG MIRR. LAS . �t Irl I'TI��i�i�' I� �t Irl I'TI��i�i�' _ MICROS i m DEn/ <t 11 D It SINK - - r--- 0 1 �� I r�� SP.P i �� Li SP. i �� J L _ J uL KNEE SP. zo �r c0 cQ � rp m I0 I I 1z INTERIOR ELEVATIONS I/8 =1 -0 (11X11) I/� -I -0 (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CABINET SHOP DRAWING S FOR FINAL VERIFICATION. IXO (5 HOOK5) IXO (5 HOOKS) EQ. EQ. 3/4" QTR. RND. 3/4" QTR. RND/l FINISHED 1 -5 PLYWOOD (TYP.) 4q �4 AS- TRII" I uASE TRIM— r-4° 2z Iz F15+=RGLass sHINGLEs PRF -ENG, WD. TRUSSES 24" O.G. INSULATION PER 2011 FBC- ENERG Y CONSERVATION - 0TH EDITION EL. 10'-83/4" /FLT. HCiT. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nn7 T7nnnnnnnnnnnnnnnnnnr nnnn GL, 9'-4" /PLT. HCaT. Ll EL. 8'-O'/HF-)FR. HGT. I.� �f.2 FL. 0'-0" /FIN. FLR. A CROSS SECTION 6 0" 01X11) 1/4"=1'-0" (22X34) � N REVISIOLu CL NS 3Y Q� pp�ppp O� QLJ � I � m g 4 Q� (]c%ZOgf� co N 0 �o _�O vm'L C -o 0 8 N �� I �L �-?0, co') aCo3 pW ��� Q� a) C6 Ql � aw�Oa Q1� N �o o N � M's) � Q UOn Q N � If) Cod 1(� �r W U U o L � L � Q 0� I i I i L� L a oto W to DATE 04 ->as -2011 � S i SCALE AS NOTED II DRAWN RDC JOB N/A SNEET Oo 00 u —� � OF 00 SHEETS �t _ MICROS i m DEn/ <t 11 D It SINK - - r--- 0 1 �� I r�� SP.P i �� Li SP. i �� J L _ J uL KNEE SP. zo �r c0 cQ � rp m I0 I I 1z INTERIOR ELEVATIONS I/8 =1 -0 (11X11) I/� -I -0 (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CABINET SHOP DRAWING S FOR FINAL VERIFICATION. IXO (5 HOOK5) IXO (5 HOOKS) EQ. EQ. 3/4" QTR. RND. 3/4" QTR. RND/l FINISHED 1 -5 PLYWOOD (TYP.) 4q �4 AS- TRII" I uASE TRIM— r-4° 2z Iz F15+=RGLass sHINGLEs PRF -ENG, WD. TRUSSES 24" O.G. INSULATION PER 2011 FBC- ENERG Y CONSERVATION - 0TH EDITION EL. 10'-83/4" /FLT. HCiT. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nn7 T7nnnnnnnnnnnnnnnnnnr nnnn GL, 9'-4" /PLT. HCaT. Ll EL. 8'-O'/HF-)FR. HGT. I.� �f.2 FL. 0'-0" /FIN. FLR. A CROSS SECTION 6 0" 01X11) 1/4"=1'-0" (22X34) � N REVISIOLu CL NS 3Y Q� pp�ppp O� QLJ � I � m g 4 Q� (]c%ZOgf� co N 0 �o _�O vm'L C -o 0 8 N �� I �L �-?0, co') aCo3 pW ��� Q� a) C6 Ql � aw�Oa Q1� N �o o N � M's) � Q UOn Q N � If) Cod 1(� �r W U U o L � L � Q 0� I i I i L� L a oto W to DATE 04 ->as -2011 � S i SCALE AS NOTED II DRAWN RDC JOB N/A SNEET Oo 00 u —� � OF 00 SHEETS MECHANICAL /GENEFRAL NOTES PER 6TH ED. 201`1 FLA BLD. GODS -RESIDENTIAL I.) COMPLETE DUCT DESIGN U1/ SIZES 4 R -VALUE COMPLYING W/ THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION olO.1 ABC.( 2.)APPLIANCES SHALL BE ACESSIBL E FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION. A) CHAPTER 13 OF THE FBC-R 2011 oTH SECTION 1" II305.1 3.)AIR CONDITIONING SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS ISOLATED FROM THE RETURN AIR SHALL BE PROVIDED WITH MEANS TO COMPLY WITH SECTION Mil 02 OF THE FBCR CODE 2011 6TH EDITION. 4.) IAW NEC 2014- 210.12 -ALL 15A OR 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES IN THE FOLLOWING LOCATIONS REQUIRE AFCI PROTECTION - KITCHEN, FAMILY RMS, DINING RMS, LIVING RMS, PARLORS, LIBRARIES, BEDROOMS, DENS, CLOSETS, SUNROOMS, RECREATION RMS, HALLWAYS OR SIMILAR AREAS SHALL BE PROTECTED BY A LISTED AF( --I DEVICE OF THE COMBINATION TYPE. 5.) IAW NEC 2014- 400.12, ALL 15A AND 20A, 125V RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT o.) ALL OUTLETS IN BATHROOMS AND LAUNDRY ROOM SHALL BE GFCI 1.) SMOKE ALARMS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN I' TO 3' OF PEAK 4 SHALL BE 3' FROM THE SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED W/ A BATTERY BACKUP. ALARMS MAY NOT BE CONNECTED WHERE ALARMS ARE WIRELESS 4 ALL ALARMS SOUND UPON ACTIVATION IAW FBCR R314.3 4 R314.4. MODEL$ TO BE USED ON THIS JOB TO BE: BRK: SMOKE -9120B, C/O- SC9120B KIDDE: SMOKE -21007581 C/O 21006377-N 0.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM 1a" ABOVE GARAGE FLOOR UNLESS WATER HEATER IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW FBCR 2011, /oTH ED. P2a01.1 9.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM 10" ABOVE GARAGE FLOOR UNLESS IT IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT, IAW FBCR 2011, e P T H ED. 10.)THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3 11.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 12.) ADDITIONAL ELECTRODE MAY BE REQUIRED IN ACCORDANCE WITH NEC 250.53(AX2) 200AMP IUP. #4/0 ALUM. S.E.R. BREAKER 20OA-MAIN BREAKER 'a NI INSIDE PANEL METER '� a RMX TO RNG. # 10/3 TO DRYER # 10/2 TO UJ/H SECONDARYA/C 4 A/H T.B.D. FEED BY -# 14 FOR LIGHT UTILITY CO, AND PIUR INTeRIOR PANEL �INTERSYSTEM E30NDING TERMINATION ` BOND #4 BARE COOPER WIRE TO FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(AX3) " ELECTRICAL RISER DIAGRAM NOTE; N.T.S. FLEGTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APDL (CABLE PROVISIONS OF THE NATIONAL ELEC, CODE 250.52(AXI) TO (o), LOCAL CODER, AND THE LOCAL POWER COMPANY. 250.52(A)(3) Concrete -Encased Electrode. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft. long. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft. long. There are two types of concrete -encased electrodes: (1) steel reinforcing bars or rods which are not less than '/2 inch in diameter and at least 20 ft, long, encased in 2 inches of concrete= (2) 20 ft. of bare copper conductor not smaller than No, 4 AWG encased in 2 inches of concrete. The steel reinforcing rods must be in a location that is in direct contact with the earth. The reinforcing rods can be connected with tie wires, and a single length of rod can be used as the concrete -encased electrode. The reinforcing rods cannot be coated with non-conductive material. Section 250.50 requires aconcrete-encased electrode to be connected to the grounding electrode system if it is present. Several states have modified this requirement to say a concrete -encased electrode must be used as a grounding electrode only if it is available. In those jurisdictions, if the footings or foundations have been poured before the electrical contractor arrives at the site, and a reinforcing rod is not available for use as a grounding electrode, then a grounding connection to the reinforcing rod is not required. C--TRICAI PLAN I/8"=1'-0" (11X17) I/4"=1'-0" (22X34) METER NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS 01� II REVISIONS I BY II Qz rn m p- N ZO J W a 0 E S Q N Z 0 CdN LL LO 0 0 5W� 5cc> cam. N o S 5 S QWto0d- UL P LE G T R I (--, A L LEGEND $ SINGLE POLE SWITCH (I OUTLET, TV/CABLE $3 THREE WAY SWITCH 4 OUTLET, PHONE 9c OUTLET 110-115 ❑1 INTERCOM •L � OUT. 110-115, SPLIT WIRED ® CHIMES OUT. 110-115, W/ USB O SMOKE DETECTOR -Q OUT, 110-115, CL(--:;. MOUNT. crl CARBON MONOXIDE ® OUT. 110-115, FLR. MOUNT. B PUSH BUTTON ® SPC -L. PURPOSE 220-240 m EXHAUST FAN LIGHT FIXT., CLG, MTD. EX. FAN/LIGHT COMBO LIGHT FIXT., WALL MTD. QO DISPOSAL ® LIGHT FIXT., RECESSED ® ELECTRICAL PANEL ❑E LIGHT FIXT., REC. ADJUST. E] CEILING FAN, PREWIRE LIGHT FIXT., PULL CHAIN © CEILING FAN, INSTALL X=C=:C LIGHT FIXT,TLUORESCENT Q ELECT. JUNCTION BOX LIGHT FIXT., EXT. FLOODS D T THERMOSTAT EXIT LIGHT FIXT., EMERG. EXIT Mn DISCONNECT SWITCH LIGHT FIXT., EXIT/BACGUP ELEC. POWER METER 200AMP IUP. #4/0 ALUM. S.E.R. BREAKER 20OA-MAIN BREAKER 'a NI INSIDE PANEL METER '� a RMX TO RNG. # 10/3 TO DRYER # 10/2 TO UJ/H SECONDARYA/C 4 A/H T.B.D. FEED BY -# 14 FOR LIGHT UTILITY CO, AND PIUR INTeRIOR PANEL �INTERSYSTEM E30NDING TERMINATION ` BOND #4 BARE COOPER WIRE TO FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(AX3) " ELECTRICAL RISER DIAGRAM NOTE; N.T.S. FLEGTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APDL (CABLE PROVISIONS OF THE NATIONAL ELEC, CODE 250.52(AXI) TO (o), LOCAL CODER, AND THE LOCAL POWER COMPANY. 250.52(A)(3) Concrete -Encased Electrode. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft. long. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft. long. There are two types of concrete -encased electrodes: (1) steel reinforcing bars or rods which are not less than '/2 inch in diameter and at least 20 ft, long, encased in 2 inches of concrete= (2) 20 ft. of bare copper conductor not smaller than No, 4 AWG encased in 2 inches of concrete. The steel reinforcing rods must be in a location that is in direct contact with the earth. The reinforcing rods can be connected with tie wires, and a single length of rod can be used as the concrete -encased electrode. The reinforcing rods cannot be coated with non-conductive material. Section 250.50 requires aconcrete-encased electrode to be connected to the grounding electrode system if it is present. Several states have modified this requirement to say a concrete -encased electrode must be used as a grounding electrode only if it is available. In those jurisdictions, if the footings or foundations have been poured before the electrical contractor arrives at the site, and a reinforcing rod is not available for use as a grounding electrode, then a grounding connection to the reinforcing rod is not required. C--TRICAI PLAN I/8"=1'-0" (11X17) I/4"=1'-0" (22X34) METER NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS 01� II REVISIONS I BY II Qz rn m p- N ZO J W a 0 E S Q N Z 0 CdN LL LO 0 0 5W� 5cc> cam. N o S 5 S QWto0d- UL Q)w v I N � �0 JOB N/A = U —�, Z L •L � a 0� N -Q N W �Q i —n n� U � L � L Q 0 Q U � �0 II II L' L 1:14AA- � Q �Q) U� a � 1 DATE 04-05-2011 L U L SCALE AS NOTED (L 0 O �IOF 00 SHEETS a DRAWN RDG JOB N/A = U —�, SHEET Oo7 O �IOF 00 SHEETS 'a 12 " O.G. 1X4 P.T. r2X4 BLOCKING TO FORM ARCH CONC. BLOCK WALL I/2"=1'-0" (IIXI1) I"=1'-0" (22X34) ATTIC VENTILATION CALCULATIONS PER F5(--2011 6TH EDITION 8806: MIN. 410% - MAX. E20% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF- ATTIC FATTIC SPACE AND THE BALANCE TO BE IN LOUDER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL BE 1/300 OF VENTED SPACE: TOTAL VENTED SPACE: 2593 S.F. = 8.64 S.F. NET FREE VENT 300 REOUIRED UPPER PORTION VENTILATION TOTAL: - - - - - - - 4.68 S.F. PROVIDED W/OFF RIDGE VENTS: 6 VENTS '-) .78 S.F. /VENT (VENT TYPE: LOMANCO MODEL 110-D OR MILLENNIUM METAL) LOWER PORTION VENTILATION TOTAL 4.32S.F. PROVIDED UJ/ VENTILATED SOFFITS � eAVE:-- 4.32S.F. C 50 L.F. o .087 S.F. VENTING PER L.F.) PLUS OFF ROOF EDGE VENTING: ----------- 0 ( 0 VENTS '@ 0 /VENT) (VENT TYPE" LOMANGO MODEL DA -4) UPPER PORTION PERCENTAGE: 507 LOWER PORTION PERCENTAGE: 507 NOTES I. TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2. TYPICAL ROOF EAVES OVERHANG-; TO BE 12" UNLESS OTHERLU15E NOTED. 3, PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING; AND SHEET METAL ASSOC. STANDARDS AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE 6TH EDITION (2011) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, FTC, TO BE SIZED BY TRUSS MANUFACTURER OR FL. REG. ENG. 5, TRUSSES SHALL BE BRACED TO PRE- VENT ROTATION $ PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRAGED IN ACCORDANCE WITH TPI/WTCA SCSI I. 6. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRUSS TO TRUSS CONNECTIONS, 1, SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW FB( --R 201-1, 6TH EDITION- Underlayment materials required to comply with ASTM D226, D1910, D4069 and D6151 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table 8905.1.1. Underlayment shall be applied and attached in accordance with Table 8905.1.1. E,. OFF RIDGE VENTS MAXIMUN OPENING SIZES : • LOMANGO : (2) S 1/" DIA. CIRCLES • MILLENIUM METAL : 2 1/2" X 46" HOLE S. ROOF UNDERLAYMENT TO BE USED IS 30 LBS. SYNTHETIC FELT TRUSS ► AYOUT 11511 I/a"=1'-O" (11X11) I/4"=1'-0" (22X34) W 6 REVSONS BY W QQ) U� W 4�04 U) o N :3N n0 N O r- z o U`6 �� rnwww 0r- c az �o _ 2 EL N -5 0 O 'E Q N :> r 7 8 (L Z WN 6 LLC -O 'L^ z 5 lL n 0� c Q)x �5 ~� �Zgc 0 �s awln0� N w U N Q In 10 �S) LL u �0 a o-� u � Q -c zo w � L w s� N fu Sm: LL r LL � w - i LL L 0 0� 3 L o I Q w � 0� w - 7r � ID 1 LF o � a �6 Q Z L 1� ) Q) 0 i z� 7 0 Q T'�6: DATE 04-05-201-1 w � u [f 0 SCALE AS NOTED w LZ A) DRAWN RDC �i JOB N/A U � SHEET oO on E 0 O CF 00 SHEETS • 1 ° 1 d 1 411- / a' a° 1 t1 -1/Iro" OSB. SHEATH. -BOTH ; SIDES -ATTACH W/8d's ° —3 a 1 4" O.C. PERIMTER AND 'd 12" O.G. INTERMEDIATE ; , 1 1 d 1 , 1 1 s 1 a 1 1 a , , 1 1 1= , -1 1 , 1 1 ° 1 a 1 , a , 1 -4i 1 T- 1- 1 1 , ,a° Ia 1 1 , 1 a 1 1 1 1 1 I/2"=1'-0" (IIXI1) I"=1'-0" (22X34) ATTIC VENTILATION CALCULATIONS PER F5(--2011 6TH EDITION 8806: MIN. 410% - MAX. E20% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF- ATTIC FATTIC SPACE AND THE BALANCE TO BE IN LOUDER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL BE 1/300 OF VENTED SPACE: TOTAL VENTED SPACE: 2593 S.F. = 8.64 S.F. NET FREE VENT 300 REOUIRED UPPER PORTION VENTILATION TOTAL: - - - - - - - 4.68 S.F. PROVIDED W/OFF RIDGE VENTS: 6 VENTS '-) .78 S.F. /VENT (VENT TYPE: LOMANCO MODEL 110-D OR MILLENNIUM METAL) LOWER PORTION VENTILATION TOTAL 4.32S.F. PROVIDED UJ/ VENTILATED SOFFITS � eAVE:-- 4.32S.F. C 50 L.F. o .087 S.F. VENTING PER L.F.) PLUS OFF ROOF EDGE VENTING: ----------- 0 ( 0 VENTS '@ 0 /VENT) (VENT TYPE" LOMANGO MODEL DA -4) UPPER PORTION PERCENTAGE: 507 LOWER PORTION PERCENTAGE: 507 NOTES I. TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2. TYPICAL ROOF EAVES OVERHANG-; TO BE 12" UNLESS OTHERLU15E NOTED. 3, PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING; AND SHEET METAL ASSOC. STANDARDS AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE 6TH EDITION (2011) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, FTC, TO BE SIZED BY TRUSS MANUFACTURER OR FL. REG. ENG. 5, TRUSSES SHALL BE BRACED TO PRE- VENT ROTATION $ PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRAGED IN ACCORDANCE WITH TPI/WTCA SCSI I. 6. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRUSS TO TRUSS CONNECTIONS, 1, SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW FB( --R 201-1, 6TH EDITION- Underlayment materials required to comply with ASTM D226, D1910, D4069 and D6151 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table 8905.1.1. Underlayment shall be applied and attached in accordance with Table 8905.1.1. E,. OFF RIDGE VENTS MAXIMUN OPENING SIZES : • LOMANGO : (2) S 1/" DIA. CIRCLES • MILLENIUM METAL : 2 1/2" X 46" HOLE S. ROOF UNDERLAYMENT TO BE USED IS 30 LBS. SYNTHETIC FELT TRUSS ► AYOUT 11511 I/a"=1'-O" (11X11) I/4"=1'-0" (22X34) W 6 REVSONS BY W QQ) U� W 4�04 U) o N :3N n0 N O r- z o U`6 �� rnwww 0r- c az �o _ 2 EL N -5 0 O 'E Q N :> r 7 8 (L Z WN 6 LLC -O 'L^ z 5 lL n 0� c Q)x �5 ~� �Zgc 0 �s awln0� N w U N Q In 10 �S) LL u �0 a o-� u � Q -c zo w � L w s� N fu Sm: LL r LL � w - i LL L 0 0� 3 L o I Q w � 0� w - 7r � ID 1 LF o � a �6 Q Z L 1� ) Q) 0 i z� 7 0 Q T'�6: DATE 04-05-201-1 w � u [f 0 SCALE AS NOTED w LZ A) DRAWN RDC �i JOB N/A U � SHEET oO on E 0 O CF 00 SHEETS �T 11 511 �R� i/8"=1'-®" (IIXII) (22X34) L-7 L-6 L-5 L-1 d' J N J CAST CRETE LINTEL SCHEDULE LINTEL NO. LENeTH TYPE GOMMENTS L 1 I1'-4" 8F32-IB/IT GARAGE DOOR L 2 4'-6" 3F16-05/IT 5H25 L 3 4'-6" 8FI6-05/IT 5H25 L 4 l'-6' 8F12-OB/IT 9,/0X1/0 F.G. L 5 4'-6" SFI6-0511T 5H25 L 6 4'-6" SFI6-05/1T 5H25 L 1 8F16 -054T REAR LANAI L 8 5'-10' SF16-05/IT REAR LANAI L 9 9'-4" SFI8-054T 8/0X8/0 S.G.D. L 10 SFI6-05/IT FR. SH25 L 11 4'-6° SFI6-05/IT SH25 L 12 4'-6" 8FI6-05/IT SH25 L 13 5'-10' 3RF12-054T FRONT DOOR L 14 5'-4" 5F60-05/IT FRONT ENTRY L 15 6'-'0' 8F24-05/IT FRONT ENTRY L 19, 6'-'0' 8F24-OB/IT FRONT ENTRY L Il L 18 L 19 20 L 21 122 L 23 L 24 L 25 L 26 L 2l L 28 L 29 L 30 L 31 L 32 L 33 L 34 L 35 L 36 L 31 L 33 L 39 �T 11 511 �R� i/8"=1'-®" (IIXII) (22X34) L-7 L-6 L-5 L-1 d' J N J SAFE LOAD TABLES FOR ORAVITrY UPI IFT & ILA IFIR I LOADS 8" PRECAST & PRESTRESSED U--�LINTELS RECESS DOOR M-UNTEL S ENE) UJ PUFF GRAWY ' GRA V 1 I J ��`j� T— jI J 1 6 15/1T 5/ 1 TYPE I LENGTH LENGTH TYPE ENGTH 6U8 87,8-03 SFI2-0B SF16-0B 20-0f 8Fa-IB SFI2-IB &--16-15 OF20-IF24-IB2'-10'(34') 4'-4' (52") PRECAST PRECAST 2802 3166 4413 6039 15269004 1821 3412 4982 0412 1941 9416 10412 119363166 4413 6039 15269004 10412 11936 3'-0" (42') PRECAST 2302 3138 3311 4689 60011315 (08'7 PRECAST 8630 9941 4413 6039 15269004 10412 11936 4'-0' (489 PRECAST 2029 2325 2496 3461 443a 5410 0.304 1358 2646 4413 6039 1526 9004 10412 11936 4'-0" (54") PRECAST 1651 nal 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4' (04') PRECAST 1184 1223 1301 1809 2317 2826 3336 3a46 665 2889 5,051 6096 5400 6424 1450 5'-IO'(��') PRECAST 912 1000 1059 1414 859 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 PRECAST 931 1255 2101 3263 2146 3355 3911 45a5 1255 2101 3396 5260 1134 8995 6590 l' -o" (90') PRECAST 161 1029 161a 2385 1994 2439 2aa6 3333 1029 1615 2610 3839 5596 6613 5047 9'-4' (112') PRECAST 513 632 1049 1469 1210 1452 1154 2021 16a 1212 1818 2544 3469 4030 3121 10'-(o"(120") PRECAST456 1021 482 a02 1125 915 1122 1328 1535 6513 1025 1514 2081 2114 3130 2404 II' -4" (13(o") PRECAST 445 a9a 935 1365 854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 2'-0'(144") PRECAST 414 545 864 1254 1689 2014 1510 1818 555 a64 1254 1693 2211 2032 3590 3'-4' (loo") PRECAST 362 421 126 1028 1331 635 1224 1418 485 148 1016 1438 1855 2343 2920 l4'-0'(Io8') PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 PRESTRESSED N.R. NR NR NR NR NR NR NR 405 165 1310 2045 2610 3185 3165 FRE STRESSEp N'R NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 I1' 4" C2OS7 PRESTRESSED N. F_ NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4' (232') PRESTRESSED N.R NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4" (25(') PRESTRESSED N.R NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-0" (264") PRESTRESSED N'R NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-0"(288") PRESTRESSEp N'R NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 8" PRECAST W/ 2" RECESS DOOR M-UNTEL S ENE) UJ PUFF GRAWY UPUFT ��`j� T— jI J 1 6 15/1T 5/ 1 TYPE I LENGTH LENGTH TYPE 8RU6 8-6-m58-10-05 a-14-05 8-18-CE3 8-22-0S a-26-05 a -3m-0 a-6.15 8-10-15 1,-14-I5 a -15-I5 8RF22-IB 8-26-15 a -30-I5 4'-4' (52") PRECAST 14a9 1591 3053 2982 3954 4929 5904 9,880 1821 3412 4982 0412 1941 9416 10818 4'-6" (549 PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 9,412 1941 9416 10818 (08'7 PRECAST g5 832 1602 1550 2058 2566 3015 35x5 1153 -I4 6412 651'0 5814 6839 5'-10"C10") PRECAST 1351113 938 9 924 2400 2816 33521103 11 6412 6516 5450 6411 0'-8" C30")PRECAST 822 901 j1&240 13 2516 3223 3812 4522 901 3 4100 6130 alll 6101 2110 665lbl 3315 2 958 2451 2944 3439 164 9 3609 542 6624 5132 1212• 1351 420 3 1011 342 614 1886 535 928 1 1491 219 2618 1 3595 I 2815 S" PRECAST & PRESTRESSED U-UNTELS 2x4 TOP PLATE w/ ENE) UJ PUFF -1/10" OSB SHEATHING UPUFT ��`j� T— jI J 1 6 15/1T 5/ 1 TYPE I LENGTH LATERAL TYPE LENGTH IFI -IT aFl2-IT 6F16 -IT aF20-IT aF24-IT 8F2a-IT aF32-IT aF0-2T SFI2-2T 87,16-2T ar20-28F24-2T 87,25-2T 8F32 -2T 8U8 8F8 2'-1(0'(34') PRECAST 2121 2818 4101 5332 6569 1811 9055 2021 2021 2121 21x4 39x1 5190 6401 1630 8551 (42') PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2165 2215 31'05 4125 5091 6061 1036 4'-0'(4a`) PRECAST 1818 1959 2832 3680 4532 5351 6245 938 938 1818 1925 2150 35x3 4422 5264 6110 4'-o" (54') PRECAST121 1660 1162 2501 3251 4010 4161 5525 4'09 121 I'o60 1105 2435 3111 3913 4658 54 06 5'-4' (ro4') PRECAST 1393• 1484 2110 2141 3315 4010 464a 505 505 393 431 2050 2610 3293 3920 4549 5'-10'(10') PRECAST 1212• 1351 1930 2505 30x4 3665 4241 41a 41a 1212 13;a 1515 2441 3010 3533 4151 PRECAST 303 1123 1413 1133 2250 2169 3290 3a12 lDl 881 1182 1684 2192 2103 3216 3132 4 EA. TRU55 O 912 1415 1914 2354 2191 3240PRECAST 51 Gal F141200 1029 1466 1901 2351 2191 32459'-4' (112') PRECAST 612 9a0 1269 1560 1652 2144 454 630 155 1192 1550 1910 2211 2634 o'-0'(120') PRECAST 116, 498 1133 1021 1261 1496 1131 396 493 116 611 1039 1389 Illi 2034 2358 II' -4"- (130') PRECAST 666' 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2188 12'-0'(144') PRECAST 6011 400 631 516 1001 1106 1312 340 494 631 4a6 818 1209 1514 1199 2086 PREcasr 500, 340 532 656 841 991 1153 302 398 513 409 602 004 361 631 891 14'-O'(Io8") PRECAST 450• 316 493 635 115 922 1065 2a6 360 548 318 629 922 1254 1561 1816 PRESTRESSED 243 295 459 591 124 a5l 990 N.R 351 243 352 582 a52 1156 1491 1142 5' 4" (184.') PRESTRESSED 228 218 430 553 611 001 925 N.R. 321 22a 329 542 191 1012 1381 616 PRESTRESSED 180 236 361 464 567 610 114 N.R 255 188 216 449 649 814 1121 1389 l9'-4' (232') PRESTRESSED 165 201 313 401 490 51a 661 N.R 204 165 239 3a3 550 136 940r541 21'-4" (256') PRESTRESSED 145 166 215 35'0 433 512 112 142 212 336 411 635 501N.R 22'-0' (264') PRESTRESSED 140 180 268 343 418 493 131 205 322 451 '001 111 24'-O'(288") PRESTRESSED 121 165 244 312 380 441 N.R. 35 124 186 290 40a 538 680 a33 'i'RtIJUC_t V/HLUt ri�I L5 -/o r(_ IM C.7KHV1= Oil/ rICLV rc=ZD- rI i-}}fi�r ,: �-�.+,;: • • .. ni-J �;. t i j r aFa-IB/IT BFa-05/IT 81RF14-IB/IT BFle,-OB/IT aF20-I5/IT aF24-I5/IT T�-FE DEeIC--NATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF x5 REBAR AT BOTTOM OF LINTEL CAVITY 2x4 TOP PLATE w/ ENE) UJ PUFF -1/10" OSB SHEATHING FRE -ENG. USD. TRU55E5 ��`j� T— jI J 1 6 15/1T 5/ 1 TYPE I LENGTH a -6-1r 8 -10 -IT a-144 8 -1a -IT 8 -22 -IT @ 24 O.C. a -30 -IT aRl:6 NOMINAL WIDTH-] L QUANTITY OF #5 a -6-2T 8-10-2T 3-14-2T 0-13-2T 8-22-2T a -26-2T a -3m -2T 4'-4" (52') PRECAST 1244 1513 SEE ELEV. /F=LT, HGT. Y EE SLE V. FOR HGT. DBL. 2X4 TOP PLATE 4961 5,325 932 932 NOMINAL HEIGHT—]REBAR AT TOP PRE -ENG TRUSS 1192 1501 22 EA- TRU55 *5 REBAR AT TOP 4156 5511 853 a53 1192 1455 2240 3036 3831 4643 5453 MIN. (I) REQ'D 924 1112 1195 1 2423 3055 1 3689 4325 22 TO 501 924 1132 1141 2351 291a 3603 4230 5'-I0'(_10') PRECAST SEE ELEV. FOR HGT. ° 1-1/2' CLEAR PLAT® TO 2352 2965 3581 4198 4'09 H Q X BLOCKING 6'-S' (80')PREGAST Ila ea2 2X4'5 l0' O.C. U 3101 3642 530 1100 81 /@ STUD TO PLATE n �/l0" 058 SHEATHIN(a (9o')PRECAST i/l0' OSB 691 1325 1310 2250 2153 3221 SHEATHING 941 6aa 343 1302 1162 1 2225 2690 3151 (11(o') PRECAST 533• Q Z 303 1123 1413 1104 193 5 516 GROUT2X'5 �4° 4 EA. TRU55 O O.0 04 EA. VERT. 2x4 Z REBAR AT BOTTOM • OF LINTEL CAVITY 2X4 P.T. BOTTOM PLATE EA. VERT. 2X4 BOTTOM REINFORCING 1i SEE ELEV. FOR NGT. Q -5/a"ACTUA PROVIDED IN LINTEL 5EE ELEV. FOR HGT. 2X4 P.T. BOTTOM PLATE (VARIES) 2X4 P.T. BOTTOM PLATE 1__'W1CONC. 5EE ELEV. FOR HGT. A 8" NOMINAL UJIDTH PRE -ENG. IUD. TRU55E5 4 • COLUMN 1. F'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 0000 psi. 3. f'c grout = 3000 psi w/ maximum 3/a" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per A5TM A615 GR40 or GRSO. 6. Prestressing strand per ASTM A4110 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. a. Mortar per ASTM 0210 type M or 5. r_-ENEfRAL NOTES 1. Provide Full mortar head and bed joints. 2. Shore filled lintels as required. 3.Installation of lintel must comply with the architectural and/or structural drawings. 4.Lintel5 are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5.AI1 lintels meet or exceed L/3oO vertical deflection, except lintels Il' -4" and longer with a nominal 'height of a" meet or exceed L/100. 6.5ottom field added rebar to be located at the bottom of the lintel cavity. 1.1/32" diameter wire stirrups are welded to the bottom steel For mechanical anchorage. a.Cast-in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9.SaFe load ratings based on rational design analysis per ACI 31a and ACI 530 5AF7 LOAD TA5L E NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads For unfilled lintels must be reduced by 20% if bearing length is less than 0-1/2". Sare loads for all recessed lintels based on a" nominal bearing. 2. N.R. = Not Rated, 3. Safe loads are total superimposed allowable load on the section speciFied. 4. Safe loads based on grade 40 or grade 00 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 'rl rebar may be substituted for two ^5 reoars in a" lintels Only. 1, The designer may evaluate concentrated loads From the safe load tables by calculating the maximum resisting moment and shear at d -away from the Face of support. a. For composite lintel heights not shown, use safe load from next lower height. a all aafp Inar�c, in unity of or)unr�e ner linear Foot- " PRECAST W/ 2" RECESS DOOR M-UNTELS 2x4 TOP PLATE w/ UJ PUFF -1/10" OSB SHEATHING Qi V `V LATERAL TYPE I LENGTH a -6-1r 8 -10 -IT a-144 8 -1a -IT 8 -22 -IT 3 -26 -IT a -30 -IT aRl:6 SR7,6 a -6-2T 8-10-2T 3-14-2T 0-13-2T 8-22-2T a -26-2T a -3m -2T 4'-4" (52') PRECAST 1244 1513 2413 3260 4112 4961 5,325 932 932 1244 1519 2339 311 60 4008 4850 569 4'-6' (54") PRECAST 1192 1501 2311 3121 3931 4156 5511 853 a53 1192 1455 2240 3036 3831 4643 5453 5'-8" (6a') PRECAST 924 1112 1195 1 2423 3055 1 3689 4325 '01 501 924 1132 1141 2351 291a 3603 4230 5'-I0'(_10') PRECAST 896• 113a 1142 2352 2965 3581 4198 4'09 469 5.6 1099 690 2235 2891 3491 4106 6'-S' (80')PREGAST Ila ea2 1513 2042 2513 3101 3642 530 1100 113 956 146a 1931 2509 3035 3563 (9o')PRECAST baa 691 1325 1310 2250 2153 3221 110 941 6aa 343 1302 1162 1 2225 2690 3151 (11(o') PRECAST 533• 433 303 1123 1413 1104 193 5 516 014 533 1 a21 1009 1 1369 1123 1 2083 245O 'REDU(-_E VALUE t::�T Lt"/o --VK !�KHJt 4Z) t'ItLJ KtbHK C C ZZ 3 �[[D t� T A L CON(. BLOCK WAI COLUMN I/2"=1'=0" (I1XIi) I"=1'-0" (22X34) 1 � 10 % I/2"=1' -ID" NIXIi) P=1' -O" (22X34) �;. WE). TRUSSES 4 ,,LL IF APPLICABLE PRE -ENG. WE). TRUSSE5 0 24" O.G. TA I I/2"=1'-0" (IIX17) I"=1'-0" (22X34) O REVISONS 2x4 TOP PLATE w/ Z, C14 �rr -1/10" OSB SHEATHING Qi V `V z IL g 2-10d TO TRUSS BOT. 0 tg 0 CID rj) V C0 Z 0 as 0) Q LL W C 0 O M 75 LL 1 -9 c .. 0)Itpy cui CIS LLI DBL, 2X4 TOP PLATE CHORDS ABOVE Q 22 'a EA. TRUSS W O Q 2X4'5 a lo" O.C. 0 W z OSB SHEATHING Q al STUD TO PLATE DATE 04-05-2011 SCALE AS NOTED DRAUIN RDC JOB N/A SHEET RE -ENG TRUSS OF 00 SHEETS PER PLAN D EA. TRUSS 2x4 5TUD5 to"oc ul/ V(o" WALL SHTG 04 EA. VERT. 2x4 2X4 P.T. BOTTOM PLATE 1i SEE ELEV. FOR NGT. Q 2X4 P.T. BOTTOM PLATE 1__'W1CONC. BLOCK W LL OR PRE -ENG. IUD. TRU55E5 4 UJ/ 3/10" x 3.25" TC AT to"oc COLUMN KNEE WALL IF APPLICABLE TA I I/2"=1'-0" (IIX17) I"=1'-0" (22X34) O REVISONS BY Z, C14 �rr m 0Sz- Qi V `V z IL g 0 tg 0 CID rj) V C0 Z 0 as 0) Q LL W C 0 O M 75 LL 1 -9 c .. 0)Itpy cui CIS LLI O r nV Q W O Q Q 0 W z Q DATE 04-05-2011 SCALE AS NOTED DRAUIN RDC JOB N/A SHEET 10 OF 00 SHEETS U FiEV9SIOPaIS BY z cli m � N L Z � O � 8 O Z � w N 0 Z ui g°o QwuNiOi11 E XLu r ^� V t O OD Q �nl l� I'JJI Q Q DATE 04-05-201 SCALE AS NOTED DRAUIN RDC JOB N/A SHEET OF 00 _ 13 LL 0_ � 0 9 U 1111 /J n L O Q ON �L -0 0 6 �2 �_ �z 10 N _N -611) N �� a- 61� •N 0 Q `� o Q N � � 10 N � OL L, N U 3 s--0 Q Q) 7 L FIt _ � 4 oL o �0 L L � v 7 0 •N Q 7(LL 3 � _w L finn,, � W 0 � 0� L z 0 u� S 0 � a L n �o Z L L L o Q S lll � �U N (L 0 ua Q Lu � Q z U U :_3 I !L N O IS) CONNECTOR SCHEDULE CONNECT. TYPE SIMPSON USP MAX. UPL IFT LAT. LDS. FI / F2 DESCRIPTION FASTENERS PER CONNECTOR [DESCRIPTION FASTENERS PER CONNECTOR 4 NETA20 14-lOd x ETA20 14 -loci 1,810 05 / 9io0 5 DETAL20 18-lOd x N/A N/A 2,480 2000/1310 20 N3 RFT: 4-8d /PLT: 4-8d RT3 RFT: 4-8d /PLT: 4-8d 455 125 / Io0 21 NI RFT:O-8dxll/2"/PLT:4-8d RT15 RFT:S-adxll/z"/PLT:S-xd 475 485 / 105 22 1-110A RFT: (9)I06 x I I/2" PLT: (9)lOd x 1 1/2" RTIO RFT: 8-8d x 11/z` FLT, 8-8d 990 5x5/525 23 LUS20 HDR: 4-lOd/JST: 4 -loci JUS20 HDR: 4-IOd/JST: 4-I0d 935 N/A 24 RFT /TRS: (4)86 N -1Z PLT /STD: (2),56XI I/2" (a)aD RT20 RFT /TRS: 9- loci PLT /STD: 13-I0d 9x5 400 / N/A 20 N2.5A RFT:5-8d / FLT: 5-0d RTl RFT:S-a& /PLT: 5 -ad 415 150 / 150 34 A34 N:4-adxl1/2"/P:4-adxlVz" MP34 N:4-3dxi'r2°/P:4-5dxl1r2° 365 200/303 35 A35F N:4-8dxl1/2"/P:4-8dxl'rz" MPA1F 14:ro-8dx1'rz"/P:/o-8dxl�rz" 440 440 / N/A 31 MT612 14-10d MTUJI2 14-106 1,000 N/A 38 MTSIO 14-10d MTUJIo 14-106 1,000 N/A 43 L5TA12 10-IOd L5TA12 10 -loci 905 N/A 45 5T18 14-10d 5T18 14-10d 1,200 N/A Al L5TA24 18-lOd LSTA24 18-lOd 1,295 N/A 11 MSTA36 20 - IOd MSTA30 2,o -10,d 2,135 N/A 72 MSTC00 04-10d SINKERS N/A N/A 5,495 N/A 79 SP1 STD:O-lOd / FLT:4-106 5PT22 STD:4-I0d / PLT:4-I0d 535 500 / 200 a0 SP2 STD:O-10d / PLT:O-IOd 5PT224 &T[):&-IOd /PLT:O-IOd 005 500 / 200 81 SPN4o,8 12-I0d x I1/z" TP4,0,48 12-106 x 11r�)" 885 N/A 90 ABU00 12-10d PAU00 12-10d 2,240 N/A 89 CBoO (2) e/3" BOLTS PA8X8 4-I0d 2,300 985 92 ABU44 12-10d PAU44 12-10d 2,200 N/A 93 ACI, (MAX) 28-10d P5S00 24-10d 1,815 1,070 94 AC4 (MAX) 28-10d PB544 24-1od 1,815 I,0 ­I0 95 NT520 20-I0d NTUJ20 20-106 1,450 N/A 90 SILL �/a" BOLT HF -)OAA 5TUD:(3) 1ra°X51/2° BOL TS NSILL: ,ra" BOLT I--IpaA STUD:(3) _'i8"X51r2° BOLTS 1,910 N/A 99 A35 N:4-8dxl1/2"/P:4-adxl'/�," MPAI {-1:0-8dxllrz"/P:0-8dxl�rz" 440 440 / N/A 98-101 NTT4 5/s" BOLT/ la-I0dX21/2" N/A N/A 3040 N/A 9-f-100-102 NTTS 5/a" BOLT/ 20-10d N/A N/A 4?15 N/A 103 VC.TR/L 32-5DS/4"X3"/(2) sr8" BL T N/A N/A 3,990 N/A 104 NDUx-SDS2.5 `i/a" 3LT/20-5D5 1/4"x2'r�," N/A N/A 5,020 N/A 110 NCP2 12-I0d x I1/z" NNCP2 20-106 x I�/z" 520 200 / N/A 107 HNU540 N:14-10d/J:0-lad TND40 N:8-18d/J:12-I0d 1,550 N/A 108 U40 N:8-lOd/J:4-IOd SU✓ -14G N:8-I6d/J:4-l0d 710 N/A 181 NU520 20-10d TND20 N:20-10d/J:10-I0d 1,550 N/A 184 NNU528-2 C�:28-10d / T:8-l0d EHUR28-2 12-10d 2,000 N/A 214 D E-1uc212-3TF :10-3/l0"Xl1/2" TAPGO BM: ND0212-3 ND'Ix-3/l0"Xl�r" TAPCON BM: 0 -10d 1,135 N/A 215 ;--ICzUS210-2 NDR:40-10d/JST:10-10d ENUN210-2 IDR:40-1Qd/JST:I6-10d 2,20 N/A 210 F-IUS412 BLOCK: 10-'! "iCl'/z" TC JOIST : 10-10d r{US412 BLOC-<: 10-114°Xllr�?" TG JOIST : 10-10d 3,240 N/A 21i BLOCK: 10-1/4"XIS/�" TC ;--{US212-2 JOIST 10-I%d BLOCK: 10-1/4"Xllr�" TG NUS212-2 JOIST 10-1/od 2030 N/A 219 MB1-14412 1-I:1-ATR3/4X8 TOP4FAGE. JOIST: 18-I0d NFM35X12U N:1-'/2" J -BOLT J:5 -1/z" BOLTS 3,145 N/A 220 N/A N/A NFM 3X12 5LK:1/2",� J /J5T:14-I06 1,020 N/A 220 HDR : C2J s�"Q x 8" MBNA4.15/12 JOIST 18-I0d HDR :MIN. 1r2"v "J" BOLT NFM45U JOIST : (5) 1r2"4 BOLTS 2'100 N/A 231 .--IDR: (2) 3r4 "v x 8" MBNA3.50/l0 JOIST : 18-I0d HDR :MIN. I/z "4xJ-BOLTS NFM3.5XI0U JOIST (5) 1/z "0 BOLTS 3,450 N/A 232 NDR : (2) 3/4"P x a" MBI-IA5.50/l0 JOIST 18-10d NDR :MIN. Irz"�xJ-BOLTS NFM5.5XI0U JOIST : (5) 1/2 "v BOLTS 3,450 N/A 240 N15 R:4-I0dxl1/2"/P:4-l0dxll/z' N/A N/A 1,300 480 / N/A 241 L( -;;T2 30 -10d -sinker LU�-.T2 32 -loci 2000 1015,/440 301 M( -:;T (1) 3rd"BETS./COIR: 22-I001 N/A N/A 3,905 N/A 302 14GT-2 or 3 LTL:3r4"BET5./CsIR: 8-I0d U5CO3 LTL:3/4"BET5./r IR: 8-10d 0485 N/A 303 NC�T-4 LTL:3/4"BET5./CaIR: l0 -10d N/A N/.A 9,250 N/A 401 SUR/L414 FACE:18-10d/JST:B-lod N/A N/A I, -I00 N/A U FiEV9SIOPaIS BY z cli m � N L Z � O � 8 O Z � w N 0 Z ui g°o QwuNiOi11 E XLu r ^� V t O OD Q �nl l� I'JJI Q Q DATE 04-05-201 SCALE AS NOTED DRAUIN RDC JOB N/A SHEET OF 00 _ 13 LL 0_ � 0 9 U 1111 /J n L O Q ON �L -0 0 6 �2 �_ �z 10 N _N -611) N �� a- 61� •N 0 Q `� o Q N � � 10 N � OL L, N U 3 s--0 Q Q) 7 L FIt _ � 4 oL o �0 L L � v 7 0 •N Q 7(LL 3 � _w L finn,, � W 0 � 0� L z 0 u� S 0 � a L n �o Z L L L o Q S lll � �U N (L 0 ua Q Lu � Q z U U :_3 I !L N O IS) SHEETS T CONNECTORS TO BE SPECIFIED AND PROVIDED Bl' TRUSS MANUFACTURERS U FiEV9SIOPaIS BY z cli m � N L Z � O � 8 O Z � w N 0 Z ui g°o QwuNiOi11 E XLu r ^� V t O OD Q �nl l� I'JJI Q Q DATE 04-05-201 SCALE AS NOTED DRAUIN RDC JOB N/A SHEET OF 00 _ 13 LL 0_ � 0 9 U 1111 /J n L O Q ON �L -0 0 6 �2 �_ �z 10 N _N -611) N �� a- 61� •N 0 Q `� o Q N � � 10 N � OL L, N U 3 s--0 Q Q) 7 L FIt _ � 4 oL o �0 L L � v 7 0 •N Q 7(LL 3 � _w L finn,, � W 0 � 0� L z 0 u� S 0 � a L n �o Z L L L o Q S lll � �U N (L 0 ua Q Lu � Q z U U :_3 I !L N O IS) SHEETS "Xo" (4%" EMBJ HILT] KU11K STRUCTURAL NOTES FIELD REPAIR NOTES 2Xro P.T. WOOD "BUCK" BOLT WITH 2" WASHERS LOCATED I, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1, MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE , " (TOP AND SIDES) 1',4',41' (WITHIN o OF SUPPORT -9 oTH EDITION, F5( --R 2011 (WIND LOAD o 140 MPH.) SUBSTITUTED W/ (1) USP MTWIo OR HCIO OR SIMPSON MTSMI(o W/ BRACKET FOR GARAGE DOOR) GARAGE DOOR (4)1/4" X 21/ " TAPCONS TO BOND BEAM AND (1) 10cl NAILS TO 0 4 FROM THE BOTTOM 4 MIN. EDGE 2. WINDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET TRUSS FOR UPLIFTS LESS THAN aoO LBS (USE (2) MTSM10 FOR "TT DISTANCE. ii n n FBCR SECTION 8301 UPLIFTS LESS THAN 1120#). NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIR.�ER TRUSS 1u „ 3. ALL FLOOR SLABS TO BE OF 2,500 PSI CONC, PLANT MIX MIN, 5" CONNECTIONS ARE MISSED CONTACT ENGINEER FOR SUBTITUTION N I[ �ii THICK WITH oxo 10/10 WIRE MESH o MfL. POLY. VAPOR- 8" MASONRY WALL 'D „ ? AFT rz, m ,RAFT 2 �Tfi BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2. MISSED J -BOLTS FOR FRAMED EXTERIOR/ BEARING WALLS MAY BE 1- 11 - DETAIL TO SATISFY 140 MPH WIND LOAD SUBSTITUTED W/ 1/2" DIA. x 1" LONG WEDGE ANCHOR& (REDHEADS). � E , A. CONCRETE MASONRY UNITS SHALL MEET: CH. 1-3 OF ACI 530-02/ - M SONRY FRAM_ SHALL BE MIN aXlo ASTM C -91D - s ASCE 5-02/TMS 402-02 OR PIA BUILDING CODE REQUIREMENTS. 3. MISSED FOOTING DOWELS MAY BE SUBSTITUTED W/ A STRAIGHT GROUT FILLED CELL W/1/2" ASTM 2 #5 REBAR (GRADE o0) 5 EA SIDE OF GARAGE DOOR OPENING ;; IL �;; & ;; ;; SlT REBAR SET IN A 3/4" DIA. x o" DEEP HOLE FILLED W/ UNITEX - MAX. DISTANCE TO CORNER OF C.P.S. WALL REINF. 48" 0 5. MORTAR TO PE TYPE "M" OR "S" GROUT - 2,500 PSI � 2a DAYS. PROPDXY 300 OR SIMPSON SET OR ETF ADHESIVES. 0 0 - REINF. TO BE CONT. FROM FTG. TO TIE BEAM W/ ALL „ 2X4 VERT „ Q)il o. MASONRY CLEAN OUTS REQUIRED 0 GROUT GREATER THAN FIVE (5) 4. BLOCK WALL OVERHANGING SLAB CONDITION: `AC -I' DETAILS 4 DEVELOPMENT LENGTHS ADHERED TO PLAN VIEW 9 FEET IN HEIGHT AND ALL VERTICALS. UP TO -1ia" - NO REPAIR NECESSARY -GARAGE DOOR MANUF, TO PROVIDE ATTACHMENT TO "BUCK" Axa RIDGE o TO 11/4" - ADD FILLED CELL (NO VERTICAL STEEL) MIDPOINT l.) THE GARAGE DOOR ASSEMPL Y SHALL BE DESIGNED FORN ROOF DECKING 0 1, REBAR TO BE # 5'S GRADF o0, W/ MIN. LAP OF 25". USE "L" BARS OF WALL BETWEFN EXISTING FILLED CELLS (WITH STEEL) IN POSITIVE AND NEGATIVE WIND PRESSURES OF 25 PSF IN /X CORNERS AND USE STANDARD HOOKS @ CHANGE IN DIRECTION AREAS AFFECTED ACCORDANCE WITH SECTION 8301 OF THE FLORIDA RESIDENTIAL WITH MIN. LAP 12" 11/4"+ - REQUIRE SPECIAL ENGINEERING LETTER CODE CERTIFICATION SHALL BE SUBMITTED FROM THE GARAGE H2.5,0 EA RFTR. DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE 2X/o RAFTERS o)0 a. GYP. BD. CEILING SHALL BE INSTALLED PERP. TO FRAMING 4 NAILED 5. PENETRATION OF PLUMBING PIPES/DRYER VENTS THRU PLATES OF FOLLOWING ITEMS: TO RDC. BM, 24, O.C. rnw 1" O.c. WITH 5d NAILS, GYP. BD. WALLS SHALL BE NAILED @,5 G. A LOAD BEARING WALL MAY OCCUR PROVIDED DBL. STUDS ARE A.) THE DESIGN OF THE DOOR CAN WITHSTAND POSITIVE v o WITH 5d NAILS ADDED ON EITHER SIDE OF PENETRATION WITHIN 3" AND TRUSS/ AND NEGATIVE WIND PRESSURES OF 25 PSF. 2X4 VERT. 0 48" O.C. �.N FLOOR TRUSS IS NO CLOSER THAN 3" FROM PENETRATION. B.) THE DESIGN OF THE DOOR COMPLIES WITH THE ABV. TRUSSES BELOW S. UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES ADD (1) MTS12 o TOP AND BOTTOM PLATE CRITERIA SPECIFIED IN SECTION R0013 OF THE 2011 NAIL TO RAFTER @ TOP N Q) THRU PLATES TO SL AB AND FOUNDATION PER ENCLOSED DETAILS. FLORIDA BUILDING CODE RESIDENTIAL, oTH EDITION 4 PLATE AT BTTM. W/ C.) DOOR SIZE, TYPE AND GLAZING (2) 12d NAILS 10. EPDXY ANCHOR ALTERNATIVE: D.) TRACK SIZE AND FASTENER DETAILS. PRE ENG, WD. THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS E.) TRACK BRACKET QUANTITY, SPACING AND FASTENER TRUSSES BELOW FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. DETAILS. QN THE FOLLOWING CRITERIA MUST BE MET: FJ REINFORCING MEMBER QUANTITY, LOCATION, SIZE, TYPE STIa OR LSTA24 a R DETAILS. CIF REQUIRED) RAFTER TO PLATE MIN. HOLE DEPTH AND FASTrNF c4 ANCHOR SIZE CONC. MOLE SIZE � P �� 3/4' ; GARAGE SUCK DETAIL TO TRUSSES BELOW Q) " 3/4" I" 8" IXo CAP 1"= 1'-0" 01� E ALL CONCRETE DUST MUST Bc REMOVED I _ N _ SEF FLOOR PLAN 1/2" GYP. BD. FIN. cli CAP PER SPEC'S �� 2X4 OR 2Xo STUD PL. 2X4 PLATE SIDE B SIDE ALONG � � AFTER HOLE IS DRILLED, R_ ` � i2 COVE MOLDING 1/2 OFFSET I --_` WALL VALLEY- SGL. 2X4 PLATE ABOVE TOP � PRIOR TO EPDXY INSTALLATION. THREADED ROD TO BE MIN. A3o CURBn 1/l0" OSB. SHEATHING CHORD OF TRUSSES- ATTACH W/ (2) 12d STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE 2X4'5 @ 24" O.C, 1_0NAIL 0 APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT _l/,)` C3)2X4'S 2X4 OR 2Xo STUD WALL \� NOTES EA. INTERSECTION OR o" O.C.10 EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. �2 DRYWALL __ IF RIDGE BEAM IS UNDERSIZED -CUT 11/2' FROM '- E T A I 4 D E T A I / 1 T I L END OF RAFTERS ON ONE SIDE AND ADD 2X8 BG o 11. SOIL EARINCAPACITY 2000 PSF MINIMUM 3 1/l0" OSB. SHEATHINGDI aid 1'_® NEXT TO FIRST ONE W/12d'S 6" O.C. DI 1/2"= 1'-0" Dl 1/2 1'-0" WOOD STRUCTURAL NOTES 1/2" GYP- BD. Q� ROOF EDGE �5_I_ _ _ WALL _ CONCRETE BLOCK I. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS NOTED BELOW. 1A I CONN. tel. To REG, WALL � HEADER OR STEEL DAMAGED WOOD NOT TO BF USED. LINTEL 2. ALL STRUCTURAL LUMPER SHALL BE SPF CSPFLOOR— RUCE-PINE-FIR) � OR SFE DETAIL PC EXP. STRIP L ////�//1_ _///////- -/�/ -/////1 _/// _// _/ 2 /D3 FOR SEE L 4N R P BETTER UNLESS OTHERWISE NOTED. CPRE ENG. TRUSSES EXCLUDED) �- FOR RIDGE DETAIL 4 3, END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT ; RIDGE BLOCKING p p LEAST 4", STRUCTURAL DOUBLE PLATES TO BE NAILED 1D o" O.K.. U1 W 1/2" EXPAN. u -I 1 ANCHOR 4" 4. PL YWOOD OR OSB. WALL SHEATHING NAIL PATTERN TO PE 10d 00 j ----�--- rTj 00 FROM EA, Cl o" O.G.. UNLESS OTHERWISE NOTED. (L� N T ✓�j4 ED _:;_ AND 5. NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS _TFFITT PER WALL AND HEADER STUD REQUIREMENT 5CHEDUL E. CONC. ILK. o. MAX. I" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 1, DBL. STUDS 0 EA. END OF SHEAR WALL. a. WHEN ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. ROOF NA UNG PATTERN ZONE: N ad NAILS o" O.C. EDGES AND 12" O.C. FIELD ZONE: Ml ad NAILS o" O.C. EDGES AND 12" O.C. FIELD ZONE: ®ad NAILS 4" Or, EDGES AND o" O.G. FIELD O.C. SEE FLOOR PLAN FOR TTP, F '� 0' —FULL LENGTH WALL STUDS (PER TABLE) V- "PREMIERE' SERIES GL S. BLKJ, W/ BUTT WELDED CROSSWIRES AT 1%" P� YWD. MORTAR ASPHALT EMULSION p1- 1 -r a 0 0 PC ANCHOR Q 0 , 0 Z C N a lAt OLIA 2x BLOCKING MIN. WALL AND HEADER REQUIREMENTS OR 1/1&11 OSB EDGE �{cADER SIZE PFR ol_ THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED s � (L N / �I - t' GLS. BLK. PER PLANT ----- NUMBER OF FULL-LENGTH STUDS EA. SIDE ad12" 0 ad 'a 4" O.C. PC PANEL 2 I INTERM i 0� O.G. WALL EXTERIOR FINISH - 2 RE INFOR. 3 1 4 5 1 5 Q) T ED. O.C. SEE FLOOR PLAN FOR TTP, F '� 0' —FULL LENGTH WALL STUDS (PER TABLE) V- "PREMIERE' SERIES GL S. BLKJ, W/ BUTT WELDED CROSSWIRES AT 1%" P� YWD. MORTAR ASPHALT EMULSION p1- 1 -r a 0 0 PC ANCHOR Q 0 , 0 Z C N a PC PANEL ANCHORS (MIDDLE): OLIA 2x BLOCKING MIN. WALL AND HEADER REQUIREMENTS OR 1/1&11 OSB STRIP �{cADER SIZE PFR ol_ THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED s � (L N LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS =3-1 GLS. BLK. PER PLANT ----- NUMBER OF FULL-LENGTH STUDS EA. SIDE EACH END OF HEADER 0 ad 'a 4" O.C. PC PANEL 2 2 3 0� O.G. WALL EXTERIOR FINISH - 2 RE INFOR. 3 1 4 5 1 5 Q) T ED. SEALANT Q 0 Q no DATE 10-01-05 SCALE AS NOTED DRAWN MNF JOB SHEET PC ANCHOR OF SHEETS STRIP 1/4" �r EXP. BOL T N� 9. NAIL PATTERN -DOUBLE PLATE 12" OG.. OUTSIDE SPLICE ZONE EDGE IIlo" O.G. 0 > ( SEE NOTE 4) 5PH4,o OR 8 NOTE: ;�. _ • =14NEL ANCH0f:R CONSTRUCTION 0 0 -DOUBLE STUDS � 12" O.C.. EA. STUD NO STRAPPING NEEDED 1 iid PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER o" OC„ 0 EDGE WHEN FRAMING PER DETAIL D5 USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY NS UPLIFT CONNECTOR 1i2 v EXP. ANCHORS ,, 3 12' O.C.. INTERMEDIATE. > (SEE ROOF PLAN ROOF FRAMING C1 EMBED.) o 2^" O.C.L 'L 'L IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL L -HEADER TO STUD 4" O.C.. EA. HEADER MEMBER." REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1'ia" O.G. p -STUD TO TOP OR BOTTOM PLATE : (2) lod THRU --DOUBLE TOP PLATE PLT. OR (2) lod EA. SIDE TOE NAILED TO PLT, 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BF MIN. 1/l0" OSB, NAILED TO ROOF TRUSSES SPACED @ 24" O.C. (MAX) WITHOUT BLOCKING. -ROOF SHEATHING FOR TILE ROOF TO BE MIN. 19/32" OSB, 1/2" CDX PLYWOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF TRUSS SPACED @ 24" O.C. (MAX) WITHOUT BLOCKING. I1. FLOOR SHEATHING TO BF MIN. 23/32" PLYWOOD NAILED 0 o" O.G. W/ 418 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. 12, ALL FLOOR TRUSSES TO BE END BLOCKED � BEARING LOCATIONS 13, TRUSS BRACING PER TRUSS MANUFACTURE'S DRAWINGS. 14, ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN 012 MANUALLY 15 ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE SEE FLOOR PLAN FOR TTP, F '� 0' —FULL LENGTH WALL STUDS (PER TABLE) V- "PREMIERE' SERIES GL S. BLKJ, W/ BUTT WELDED CROSSWIRES AT 1%" P� YWD. MORTAR ASPHALT EMULSION p1- 1 -r a 0 0 0 Q 0 , 0 Z C N a PC PANEL ANCHORS (MIDDLE): OLIA 2x BLOCKING MIN. WALL AND HEADER REQUIREMENTS OR 1/1&11 OSB _ - �{cADER SIZE PFR ol_ THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED s � (L N LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS =3-1 J) NUMBER OF FULL-LENGTH STUDS EA. SIDE EACH END OF HEADER 0 ad 'a 4" O.C. - P1 2 2 3 3 � � 2X4 STUDS WALL EXTERIOR FINISH - 2 o 9. NAIL PATTERN -DOUBLE PLATE 12" OG.. OUTSIDE SPLICE ZONE EDGE IIlo" O.G. 0 > ( SEE NOTE 4) 5PH4,o OR 8 NOTE: ;�. _ • =14NEL ANCH0f:R CONSTRUCTION 0 0 -DOUBLE STUDS � 12" O.C.. EA. STUD NO STRAPPING NEEDED 1 iid PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER o" OC„ 0 EDGE WHEN FRAMING PER DETAIL D5 USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY NS UPLIFT CONNECTOR 1i2 v EXP. ANCHORS ,, 3 12' O.C.. INTERMEDIATE. > (SEE ROOF PLAN ROOF FRAMING C1 EMBED.) o 2^" O.C.L 'L 'L IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL L -HEADER TO STUD 4" O.C.. EA. HEADER MEMBER." REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1'ia" O.G. p -STUD TO TOP OR BOTTOM PLATE : (2) lod THRU --DOUBLE TOP PLATE PLT. OR (2) lod EA. SIDE TOE NAILED TO PLT, 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BF MIN. 1/l0" OSB, NAILED TO ROOF TRUSSES SPACED @ 24" O.C. (MAX) WITHOUT BLOCKING. -ROOF SHEATHING FOR TILE ROOF TO BE MIN. 19/32" OSB, 1/2" CDX PLYWOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF TRUSS SPACED @ 24" O.C. (MAX) WITHOUT BLOCKING. I1. FLOOR SHEATHING TO BF MIN. 23/32" PLYWOOD NAILED 0 o" O.G. W/ 418 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. 12, ALL FLOOR TRUSSES TO BE END BLOCKED � BEARING LOCATIONS 13, TRUSS BRACING PER TRUSS MANUFACTURE'S DRAWINGS. 14, ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN 012 MANUALLY 15 ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE ROOF PLAN -MID WALL BLOCKS CONT. ST1a @ EA. SIDE � EA. JACK 2X BLOCKING �AS REQUIRED HEADER STUDS (PER TAPL E) P.T. SILL PLATE PRESSURE TREATED. ----- �— to EA. � �D 8 fi f�. FRAMING FOR OFNGS. 1 r< WAL L �� ( I USE ONLY WHEN (FOR USE WITH "TNINLINE" SERIES GLS. BLKJ OR 2" O.G. CFOR USE W/ 0' —FULL LENGTH WALL STUDS (PER TABLE) DI 1/2"= I'-0" NOTED AS SHEAR WALL ON PLANS "PREMIERE' SERIES GL S. BLKJ, W/ BUTT WELDED CROSSWIRES AT �o 9 W��ELO p1- 1 -r REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. 0 Q 0 , 0 Z C N CRIPPLED STUDS PC PANEL ANCHORS (MIDDLE): OLIA 2x BLOCKING MIN. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO 2 �{cADER SIZE PFR ol_ THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED s � ROOF PLAN -MID WALL BLOCKS CONT. ST1a @ EA. SIDE � EA. JACK 2X BLOCKING �AS REQUIRED HEADER STUDS (PER TAPL E) P.T. SILL PLATE PRESSURE TREATED. ----- �— to EA. � �D 8 fi f�. FRAMING FOR OFNGS. DI u lo. 2000 PSF MINIMUM SOIL BEARING CAPACITY REVISIONS MAXIMUM HEADER SPAN (Ft.) 0 RDC STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. 12' 1 15' 1 18' W��ELO p1- 1 -r MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND NUMBER OF HEADER STUDS Q 0 , 0 Z C N THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE SUPPORTING END OF HEADER OLIA pz I 1 2 2 2 2 ol_ �0 9- -A (L N LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS =3-1 J) NUMBER OF FULL-LENGTH STUDS Z'd) EACH END OF HEADER GLASS BL0C;< DETAIL 10' OR LESS 2 2 3 3 3 3 GREATER THAN 10' 2 1 2 3 1 4 5 1 5 DI u lo. 2000 PSF MINIMUM SOIL BEARING CAPACITY REVISIONS FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 RDC STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. 0 a o � O PC EXPANSION STRIPS (BOTTOM): W��ELO MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND p O ml) � Q 0 , 0 Z C N THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE (�cr) 0 L cr>cm GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT ¢w0L w FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, IL 0 r �V PC EXPANSION STRIPS ARE AVAILABLE 3/a" THICK X 4" WIDE X 24" Q LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS a ARE EASILY CUT TO 3" WIDTH, FOR 3-ia" "PREMIERE" SERIES ILK., I AND TO 21/4" WIDTH, FOR 311/,3" "TNINLINE" SERIES BLOCK. GLASS BL0C;< DETAIL 0 DI u lo. 2000 PSF MINIMUM SOIL BEARING CAPACITY REVISIONS BY 011-13-12 RDC z 0 2 a N Q] I 0 � a o � O CCid�� J ww W��ELO cccc8 Q N p O ml) � Q 0 , 0 Z C N I� W '01 Ln (�cr) 0 L cr>cm pg c ¢w0L w r �V O Q N Q Q w Q 0 Q no DATE 10-01-05 SCALE AS NOTED DRAWN MNF JOB SHEET � j OF SHEETS ra EXP. JOINT �" �—RECESS SLAM all NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE NOTED, NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE - FOR 5nD DOOR F.F_ I 1 _ SHALL CONFORM TO ASTM D 3101 ( MODIFIED TO 140 MPSI) OR M -DC PA NOTED, SHALL CONFORM TO ASTM D 31&1 ( MODIFIED TO 140 MPH ) C2>05 KEBABS - X VARIES IS) 101-95, THE FRG REOUIRES BASE AND CAP FLASHING. OR M -DC PA 10-1-95, THE FRC REQUIRES BASE AND CAP FLASHING. x— — �t SHINGLES OVER BUILDING SHINGLES OVER BUILDING Q �— — — _ Q PAPER OVER 1/l0" OSB. PAPER SHEATHING -1/1&" 058. tr �� ro °� > SHEATHING 1 �' -' _ N •� PREMANUFACTURED INSULATION PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS BAFFLE BETUJEEN E. ATRUSS (3) #5 I � C2i#5 KEBABS 1'-4" 4" C2)#5 KEBABS 1 g 4� KEBABS 4 � EA. TRUSS W/ UPLIFT / O � FA. TRUSS W/ UPLIFT 4" 22 D OF 1810# OR LESS OF 1810# OR LESS D2 D2D2 � D2 4 X2 � EA. TRUSS W/ UPLIFT O X2 EA. TRUSS W/ UPLIFT 0 /4" RECESS IS 911"2" R -CESS FOR 4%" RECESS SLAB O BETWFFN Ia11# 4 3ro20# # # Q) '/'2 /1' OUT -SWC- _ GAR. DR. - FOR DOOR SEE ROOF PLAN BETWEEN 181_4 ROOF PLAN p 0 DRS. ONLY my (l1"^ 5 REBAR � _ .0j — tr - w �•_ _ t ALUMINUM / ALUMINUM DRIP EDGE / DRIP EDGE �� — 0 6 INSULATION INSULATION (SEE PLAN FOR TYPE) (SEE PLAN FOR TYPE) z ® v I (2)#5 Q l�z" SACS RESISTANT � 1� " SACS RESISTANT d) 0 2 10 REBARS 1U z 1'_q" (2)#5 REBARS � CONT. to X8 FTG. Q # t OR 51"51, GYP. BOARD OR a° GYP- BOARD � D2 D2 W/ 2 #5v RFBAR- A > I (2) 5 X a a w PLACED PERP. TO GLC. PLACED PERP. TO -Lr w Q #3 TIE �'- ---' REBARSUI • EXP. JOINT 17 BARS — 1" ^ • FRAMING ^ FRAMING 0 r (2)#5 REBARS D2 2Xo SUB FASCIA 1",' GYP. BD. ON 1"X21, 2X� SUB FASCIA — 1, 12" O.C. 1 -4 4 1" 1 � CI) D a" N u1" F.F_ -- _ BRIGK P .T. FURRING. W/ ALFOIL z' CFVR BD. ON LF � � _ VARIES PAVFRS INSUL. BFTI JFFN P.T. FURRING W/ ALFOIL 4 z X — `n (1)# 5 RE- " V INSUL. BETWEEN 1u VENTED ALUM. SOFFIT VENTED ALUM. SOFFIT TOP OF FOOTER ° �t - I"Xo" P.T. HEAD 1"Xo" P.T. HEAD - 1 BELOW ° a"Xa" CONC. i<NOCK- L EDCaER a" BEYOND a"Xa" GONG. KNOCK- L EDC;ER a" BEYOND HOUSE FIN. FLK. 8" 4' OUT BLOCK REINFORCED OPENING EACH SIDE OUT BLOCK REINFORCED OPENING EACH SIDE U_N DD W/ GONG. 4 (1) #54 RFBAR W/ GONG. 4 (1) #5P REBAR 3 KEBABS 11 la C2)#5 2G BRI D< �AVER5 CONTINUOUS CONTINUOUS x D2 D2 p2 1'-4" 4" E R -BARS N.T.S. D2 TSa"Xa" GONG. BLOCK SEE FLR. PLAN FOR a"X8" GONG. BLOCK SEE FLR. PLAN FOR �s RECESS FOR a" BLOCK REINFORCED GARAGE CLC-;. CL . SPECS. BLOCK REINFORCED r , SPECS. .r� 'a \� SL.GL.DR- (3) # 5 REBARS �.F- � �- VARIES W/ C0NC. W/ GONG. — X PRE CAST L INTEL PRE CAST LINTS- �9 Lu —� `� _ Q - �r a Q N o It, N N Q -r L� Q I �, (I)# 5 REBAR z `� Z 1 Q W ll Q® - I A -1 0 N s 4 4 (2)#5 KEBABS 12 ® U1 i i C2)#5 Q Z (L 0 D2 D2 ( i I i KEBABS �1 t ALUM. WINDOW (REFER TO ALUM. WINDOW (REFER TO GARAGEcl1 Q , C2)#5 X - a4" FLOOR PLAN 4 ELEV. FOR 1 q FLOOR PLAN 4 ELEV. FOR 1 _cQ > `'- _-REBARS111 �`—D DESIGNATIONS) LL> DESIGNATIONS) LL"' a WALL (1)#5 REBARS V^RIES I U-1 lu 1U 11� la #3 TIE BARSI'-4" 4" 24 L11 -1 111 v 4° (l1"# 5 RFBAR D2 12" O.C. D2 `n I` CO G. FILLED'�DCAVITIES EACH r 1 m SIDE OF DRAIN PIPF 4 CAVITY CoNC. TO SPECS. �J 'rte WHERE DRAIN PIPE PASSES BLOCK WALL INSULATION- BLOCK WALL INSULATION- o THRU GONG. BLOCK STEM J. %a4 v CORE FOAM R-8 + u WALL a PRE CAST GONG. SILL ALFOIL R-4.1 = R12.1 TOTAL PRE CAST GONG. SIL L CORE FOAM R-8 + L� 13 4" a'^-- GRADE - ALFOIL R-4.1 = R12.1 TOTAL 0 '51. x18° -ONC. BLOCK a"xa"xIQ" GONG. BLocK 4" P�rG. PLUMB. DRAIN PIPE I I I I W (REFER TO EXTERIOR (REFER TO EXTERIOR 0'N 2 THRU STEM WALL BLOCK Z ELEV. FOR WALL FIN.) ELEV. FOR WALL FIN.) 10 —C2)#5 KEBABS _, o p Q MARBLE STOOL MARBLE STOOL M e1 w X — > s0 /-- � E `� !u CONC. FTG. REINF. W/ (2) �I' 1" /o" MAX v PVC m7 #5 REBARS CONT. SLEE VE ALTERNATE BRICK 1/z" GYP. BD, ON I"X2" AL TERNATE BRICK 1'/2" GYP. BD. ON 1"X2" • r ` Q <1 `VENEER _ _ P.T. FURRING W1 ALFOIL VENEER _ _ P.T. FURRING W1 ALFOIL o PI �� THRU FDDT�ND �0NOL �T �G S.E.MTL. WALL TIES � - INSUL. BETWEEN S.E.MTL. WALL TIES - 0 cl) - - I , - ^' a E � I , - ^', , a INSUL. BETWEEN � L 4"1I'-0" D2 IG " O.G. VERT. 4 Io" O.G. : ` 1/0" O.C. VERT. 4 16" O,C. (2) #5� REBAR BENT TO ARCH HORIZ r ; =1 HORIZ. �r 0 8 1�* —C2)#5 REBAR AROUND SLEEVE, 30" LAP MIN. i WOOD BASE i i WOOD BASE D2 D2 BOTH SIDES LONG. TO SPECS. #5 ROD '@ EA. DOWNPOUR #5� ROD � EA. DOWNPOUR\ o > MIN. 30" LAP i i FINISH FLOOR MIN. 30" LAP FINISH FLOOR u 1"a" RECESS IS gI,,�RECESS SLAB /o" MAX 4 PVC - PROVIDE INSPECTION : ' PROVIDE INSPECTION �' 0 FOR OUT-SWG. - ^_� Z ! _=_1 L_=_1 11,2 r FOR BAR. DOOR SLr !E a PORTS a EA. VERT. PORTS EA. VERT.10 % ...-- r _ r — _ 4" PVC. PLUMB. DRAIN PIPE p� OUR = _ _ = POUR - - - ° ° ° P o ° j 3 � DRS. ONLY GRADE Y_ � --- P - -- rY C m� L a a t c0 Z ---, "° o Q E - z Q `t THRU STEM WALL BLOC CONC. FTG. RE INF. W/ (2) _ cp #5 REBARS CONT, C2i^5 KEBABS p �RAp _,I a Q MIL POLYERTHYLENERADF c1, , _ _' I _ 0' 4" VAPOR BARRIER &" -A n� " ° Z-1 Z Q) Q) LAPPED AND TAPED 1Q 1 4 (21"#5 REBARSffiI2- (2)#5 REBARS JOINTS. �, m `� `n c0 i ° ° • N 1'-4" 4" a �___ #5 DOWELS SEE 1` X O w FOUND. FOR LOCATION - E BIZ --- a I ; a (k EXTEND FTC. 4" FOR 4 GONG. FTG. REINFORCED >( co HOUSE BRICK VENEE � r• I EXTEND FTG. 4" FOR -- U R (21"#5 KEBABS CONT.- SF L BRICK VENEER a m 0-z HOUSE SUBS— FOUNDATION PLAN 6 9 @ I SLAB 12 aro"X3o" A/C �, -- ° • • o MIL POLYERTHYLENE � i D 7 VAPOR BARRIER o" L PAD (MIN.) I r �r LAPPED AND TAPED Q-.0 Q O `� I I 4 CoN�. FTG. REINFORCED W/ JOINTS. (�)#5 O __t I C2i#5 REBAiRS CONT. 0 r N � OO � i i KEBABS 1211 AjC PAD STAGER � I Q > I x 2XSo FORM OR GREATER I A/C PADS T�F I DDD WALL SECTION TDF I DAL WALL SFE DT I ON � �Il - BASED ON SWALE _ _ Q #3 TIE/� DDD = DI I A W/ SfiDD WALL FOOTIIID A W/ DIDI�DD C TD I D FOOTING 0 to BARS 1'-4" 4° C2i#5 n D2 12" O.G. RFBARS D2 3/4'= 1'-0" D2 3/4"= 1'-0" 0 D2 N.T.S. REY SONS BY 04-13-I2 RDC Z N O m N c1ZIN C J �anw W c g N O O 0 C YC4 (1)5 °coI CL 'd N O� o^ u1" 0 8 0 ¢wI LU rd o O In z 0 D �} z Qa DD Oo LL Q m 0 D Q L" Lu n Q D] D Q Q w DATE 10-01-05 SCALE AS NOTED DRAWN MNF J05 SHEET DD OF SHEETS' �N TYPICAL WOOD FRAMED WALL .�-ROOF DECKING 10d NAILS ROOF DECKING � 4" 0�.� 2X4 LOOKOUT �@ 24" O.G . ROOF DECKWG TYPICAL OVERHANG 2X4 BRACING 'a 24" O.C. ( 12" MAX.) 4" loci NAILS O.C. EXT. SHEATHING TO STOP ABOVE CMU PRE ENG. WD. SCISSOR TYPICAL OVERHANG 1'lo" MAX. d EA. \`/�� R PER PLAN END TRUSSES ) 24" O.G. 1/10" OSB. SHEATHING PRE ENG. WE). SCISSOR 12" MAX. (2) loci '@ EA. END TEXT. FIN15H ON CENTER POINT OF WEEP (4) loci TOE NAILED � EXTERIOR FIN. TO SPECS. r, c PRE EN GABLE END TRUSS TRUSSES 24" v _ 2X4 X, BRACING ATTACH CROSS R CIN UJ/ 4-l2dNAIL S 3O.C. PAPER BACKED LATH SCREED TO BE 1" BEL OU1 T.O.M. EA, TRUSS 70 2X8 � 8' O.C, TO E ENG. WD. 5 ' So (4) loci TOE NAILED FASTENER PER TRU55 ENG. (2) loci � EA. BOTTOM CHORD 3RD. TRU55 IN TR SES 2 O.0 EA. 2X8 VERT. TO TOP PLATE ROOF DECKING 2X4 DIAPHRAGM FRAMING " EXTERIOR FIN.— 1/ 11O . SH THING � ,, 48 O.C. IN FIRST FOUR (4) a: s; REVISIONS By VAPOR BARRIER TO PA55 IN FRONT OF WEEP SCREED 2X8 TOP PLATE FRAMING SPACES ONLY WHEN TO SPECSB. SET ACK P EN GA � � . E END TRU55 Qu 0 E 12-08-12 D ,4L 1/1o" OSB. SHEATHING EA. TRUSS r' _ Jfi .KS SPAN T 0" OR GREATER r SABLE tea" �/ u 0 a � MOISTURE BARRIER AND 2X8 VERT. 24" O.G. O � TEXT. GEMENT (2).-6 EA. OT CHORD u � � BOND BREAK PER oTH EDITION 2017- loci TOE NAILED 2X8 50LE GYP. BD. CSEE STRUC. NOTES FINISH. FLUSH GABLE UJ/ 2X4 DIAPHRAGM FR INS ° 3 W N IR703.7 �(4) P.T. PLATE ° _ FOR NAILING PATTERN) SIDING FINISH 48" O.G. IN�FIRST FO 1�r(4) ON rn cz �I UJE;=P SCREED -PFR i r � � ANCHOR BOJ/ 2' FRAMING SP�CES- NAILED TO TOP OF M WASHER � 32" O.C.... REFER TO BOT Cr{ORD C7 d oTH EDITION 2017 -L R 703.7.2.1 ;; #5 REBAR IN POURED CONC. FILLED LINTEL BLOCK DETAIL A/D3 6 c w w 0- w KNOCK OUT PRE ENG. END UJ/ I� REBAR LA^ FOR F LASHING � 0 w Z O JACKS 24" OG 8'-0" MAX. CONC. BLOCK WALL REQ. _ - ai GYP. BD. (SE E STRUC. NOTES TYPICAL CMU WALL i�I �t - �>_ I G -o Ci/45L E ND 10d NAIL5 0 �.- D3 G-3 4" O.C. �� FOR NAILING PATTERN) 0 N 0 W 0 D3 ATTACH GROSS BRACING C E Q a CONCRETE BLoGK WALL UJ/ 4-12dNAIL S 3" O.G. 2, PLATE X8 P.T. SOLE "° � N O 04 ROOF DECKING /� A I I I f PRE NG. UJD. SCISSOR TRU55E5 a 24" O.C. PRE -ENG. WOOD TRUSSES 24" O.C. G -I BOLT W � �z"¢ ANCHOR c30LT UJ/ 2° WASHER 3_ O.G. 0 � IL V d� D3 N.L < z p ¢ u D3 C2) Iod NAILS CONC. FILLED LINTEL BLOCK UJ/ I #5 REBAR o N 9-N u C c o z w w .2 LL TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 1/4" 2X4 LOOKOUT 24" O.C. ROOF PECKING I" EDGE I I/2" EDGEj 2 1/2" EDGE 45 24° O.C. TYPICAL OVERHANG 2X4 BRACING 24" O.C. �1 Q) X_ O > v (i S c R C 12" MAX. ) Iod NAILS a 4" O.G. � I p S Q --t 10dX3" Q p SHIM UNDER TRUSS �� Q w Lo O li z COMMON Z x Z x 8"X8"XIo" CONC. LINTELS 2X4 BL OCKING s 24" O.C. ua w w = 11/2" = DBL. 2X8 TOP PLATE BLOCK CONT. POUR (STAGGERED) UJ/ I 5� REBAR CONT. PRE ENG. WD. S SooLLJ N 1/2 �' :iNb_ 1/l0" 058. SHEATHING GONG. BLOCK WALL O EA. 2X4 SES 24" �) to E� �-I O COMM0�1 — 2X8 VERT. 24" O.G. 12 MAX. " _ ,p.9 2 1odX3" x x -. BEL OUJ EA. TRUSS G-4 I 48" G iN ST FOUt� (4) 0 } COMMON L 81 2X4 X BRACING AMINE SPACE - AILED � V OPP. SIDE U U Z q A. 2X8 VERT. E = D3 8 0... TO TO Top OF BOTTOM C-1�7RD Q U (L 3RD. TRUSS IN _ cn 2X8 P.T. SOLE PLATE o ROOF DECKING 10dX3' COMMONO3 �+ 1/� "4 fiNCHOR BOLT UJ/ 2 ° l2) Iod � END Q3 x OPP. SIDE a WASHER 'a 32" O.G. PRE' ENG. WE:) SCISSOR OF BLOCKING 5 REBAR IN POURED TRUSSES 24" O.C. 2) loci NAILS 12" O.G. , M (2)2X4's (2)2X6's (2)2X8',s KNOCK OUT ATTACH GROSS BRACING Q 2X E3uILT-UP STUD E �I � lU/ 4-126NAILS 3" O.G. Q COLUMN [DETAILS G-1 I�� END OF BNOCKINGEA. REFER TOSHEATH� 1/l0' OSB. ING s � M THRU BOTTOM CHORD DETAIL A/D3 2X4 VERT. 24" w 0 BOTTOM CHORD OF TRU55 2X8 PLATE G_2 BLOC<INAITO PLATE FOR FLASHING REQ. --_, ,F 2Xo P.T. SOLE PLATE Q 0 0no 2X8 CRIPPLES D3 loci NAIL5 ;.;� I�2 "m ANCHOR BOLT W1 2" s q n 2X4 BLOCKING 24" O.G. 4" O.G. _..�� WASHER 'a 32" Or �,_ N z (2) 2Xo HDR. -UP TO o'o (2) 2X8 HDR. -FROM o'1 TO Io' 2X8 P.T. SOLE PLATE ONC. FILLED LINTEL BLK. - UJ/ I 05 REBAR -0 "a z /lo" 058. SHEATHING u_ 45 EA. SIDE O X8 VERT. @ 24" O.C. �-2� r r I I �l CONC. B_O K WALL -KM:: p 0 Q Q LI p 2X8'S 0 24" O.G. (4) Iod TOE NAILED D3 FLAT BOTTOM GABLE END 9 c LN 2X4 LOOKOUT 24" O.G. ROOF DECKING ~ 2x8 SOLE PLT._—_--� - \\ ' 2x8 P.T. SOLE PLATE , I TYPICAL OVERHANG 2X4 BRACING a 24" O.C. �( 12" MAX.) 3 � 2X8 FULL- Iod NAILS 'a 4" O.C. p LENGTH STUDS "N -_-_ =-=-IL 2X8 HEADER - - _ _-_-_-_-_-_-_ =1= _ _ _ _ _ _ _ _ _ _ 6 STUDS 3 PRE ENG, WD, 5 550 BOTTOM CHORD OF TRU55 DOUBLE DOOR SINGLE DOOR WINDOW %"m ANCHOR ; ; S5E5 24" 2) 10 N 0 � Q A FOR MULTIPLE WINDOWS AND 5OLT5 W/ 2 ; WASHER s 32" O.G. 2 2X8 PLATE G-- '_ D3 12" MAX _ E \4 DIAP RAM ING 0) m Q) 3 W DOORS USE 2 TAPCONS PER 2X8 GRIP LES 2X4 X-BRAr'ING 8' ST F Cp) r AMINE SPAC All 6 E n WINDOW AT THE HEAD AND 4 (2) 2Xo HDR. -UP TO o'o O.G. TO ID LE N 0 TAPCONS AT THE JAMB. BLOCKING � SHEATHING C2) 2X8 HDR. -FROM 0'1 TO lo' 3RD- TRUSS IN TO TOP OF BOTTOM RD L no BUCK ATTACHMENT DATA GLASS OPENING SET HDR. BEHIND TRUSS Q) CHORD IF NEGCESSARY Q)roc BUCKS SHALL BE Ix4 OR 2x8 PT AT WINDOWS OR 2x8 PT AT B GA5LE END ST18 EA. SIDE- —� --- 1 C2) Iod /@ END — ATTACH CRO55 BRACING s� Q a Q DOORS IN PINE OR SPRUCE. AT WINDOWS ATTACH BUCKS TO p3 � i OF BLOCKING UJ/ 4-l2dNAIL S 3' O.C. N E � lul � I Ar'� P A BLOCK WITH COMMON T -NAILS AND P'LA--EMENT SIMIL AF_ TO TAPCON5 SHOWN. AT DOORS OR FIN WINDOWS IN BLOCK, � � �� 2X85 24 Or.� 2X4 BLOCKING- PARALL EL E 0 Z ENTERLINE OF RIDGE LINE ADDITIONAL 2x4 BLOCKING ATTACH 2 T TOE' AND BOTTOM AND 8' O.G. ALJ/ 2X8 SOLE FLT.—. -it EACH 2X8 VERT. Q BUCKS w/ -NAILS UJ/ 2-12d NILS EA. SIDEno 2X8 BL OCKING- BETUJEEN 01-0 STAGGERED IN THE FIELD. 2X8 FULL - --------------"' TO (3 LENGTH STUDS j �: '(• � "'' '-- :'• REFER I DETAIL A/D3 EACH 2X8 VERT. � Iod NAILS � 12" O.C. �° U5c MIN. 2114" T -NAILS w/ Ix BUCK. USE MIN. lx" x 3" TAPGONS - --- HEADER r--- -- ---,Ir-- - --� <:' FOR FLASHING N6 fu s DATE 10-01-05 w/ 2x BUCK. START ALL END TAPGONS WITHIN o" OF I PRE -ENGINEER ROOF2X8 :.. STUDS REQ. —� 1/lo OSB. SHEATHING u CO HERS AND 3C0" ON CENTER MAXIMUM. R TRUSS TOP CHORD i 2X8 VERT. a 24' O.C. m L L 0 e(- - AS NOTED ANCHOR NOTE BOLTS U!/ 2" (4) 10d TOE NAILED "' DRAILN MNF IN GASES OF BLOCK OPENINGS LARGER THAN DOOR FRAMING : WASHER 32" O.C. A loci NAILS 2X8 P.T. SOLE PLATE Boa ATTACH ADDITIONAL 2X FRAMING TO THE BLOCK WALL USING I 4' O.G. _ sµeer 1/4" x 4" TAPCON5 AT 3" FROM END AND 12" O �. IN CB — GLASS OPENING GONG FILLED LINTEL BLK. THE CENTER. ATTACH TOP FRAMING TO HEADER USING I/4" X la% " ( ` FIDGE DETAIL D3 N.T.S. BLOCKING S�4EA HIND G-2 GA UJ/ I #F2 REBAR ��� o �� TAPGONS UJ/ (I) o" FROM END TO END AND 12" Off. IN THE. CONC. BLOC WALL u CENTER. D3 N.T.S. D3 SCISSOR GAEL E END Q of sHEErs \V