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2340 Blue Grouse Ln (a)
RECORD COPY REVIEWED FOR CODE COMPUANCE PLANSEXAMINER ,97• 1 1. 1$ GATE 5ANEORD BBUILgRQ DIV,�SION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OF SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAT -ER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRE? Results to he Verified at Stab Inspection &;pCgb0 n #18-1393 SMELT INDEX: 00 COVER SHEET 01Ao FOUNDATION PLAN "o" 02AS FLOOR PLAN W/ DDMENSMS "B" 03Ao FLOOR FLAN W/ NOTES"B 04B EXTER. ELEVATION "B�- FRONT o REAR 05B EXTER. ELEVATION "B"- LEFT & RIGHT 06 ROSS SECTION / INTERIOR ELEVATIONS 07 ELECTRICAL TICAL CLAN 08B TRUSS LAYOUT "B" 09A o PRE -CAST LINTEL LAYOUT "B" 10 TYPICAL DETAILS 11 TYPICAL AL DETAIL DI TYPICAL STRUCTURAL DETAILS D2 TYPICAL STRUCTURAL DETAILS, D3 TYPICAL STRUCTURAL DETAILS REVISION SCHEDULE NO, F DATE DESC`IRIi:'TION Ai 06-2F5-14 ADD 3 -CAR GARAGE OPTION RDC A2 12-01-14 -ADJUST FOYY ER/ENTRWALL MOVE 5ROOR 1" I. . D -REDESIGN DROFZONE AREA RDC -ADD NEW ELEVATION "C" -ADD NEW ELEVATION "D" A 04-02-15 -ADDED FRAME WALK CHANGES INCLUDING= MLU -REDESIGN DfiROFZONE AREA/BROOM CL05ET -RELOCATE M/ SHIUR ENCL05URE DR, 4 VALVE -SHORTEN F. RM. 1/2 WALL 16" 0�-�2-15 --LIFDATED TO 5TH EDITION (2014) CODE MLU A 01-14-10 -REV15ED <ITCHEN 15LAND Mui A 04-04-1(o -ADD WALL MOUNT LIGHT IN LANAI 5TD MUJ A(o-RENAMED Q�5-22 -:1-f PLAN "1821 WALTON 11" DAL. A-1 02-09-18 -UPDATE - 201-1 CODE mw U) Q),6 REVISIONS BY �)_E U 6 05-22-17 RDC LuJ Q) a a 0 w 0 �o LL 13 fj) -6 fs)� 13 Q)�jM 1 � I- CL ae N M � ye a W) iE _ �W 0� C x- += z LU 00 -2 w� LSU D 0 ®p w Ca LL �® CA � o L ®� D w ®} U Q� w_' �� z w W } 3 O QT Q) z L_ D Wj Co Q CL Q � Q) E Q., 0 t- Q (l)q DATE 04-04-12 w � 0 ® SCALE 45 NOTED U4 0 r„ DRAWN RDC JOB 1821 U SHEET 0 000 O OF SHEETS fl- TO SUIT EaUIP. F (--4" TYP. SIDES CONIDENSOR UNIT 1 11 1, ILI i1 Ill I11V .IJ 1tll 5HT. ANGLE BRACKETS OR 2" WIDE 20ga GALV. STEEL STRAPS PAD ABOVE 5A5E FLOOD ELEVATION 4" THICK GONG. PAD - SEE PLAN FOR UNIT LOCATION REFRIGERANT PIPING TO AIR HANDLING UNIT CONNECT TO UNIT UJ/ 1*14 SHEET METAL SCRREW& UJ/ GA5KETED LA6HER5 & CONNECT TO PAD UJ/ 114 "X1 '1¢" TAPCON SCREUJ OR 3/8' BOLT. SEE TABLE FOR aTY. PER SIDE. ANCHOR SPACING TABLE LENGTH / SIDE NO, OF ANCHOR/SIDES LESS THAN 12" ONE / 51DE 12" - 24" TIDO / SIDE 24" - 3h" THREE / 51DE 36" UP 4 5tons 8 UP IFOUR / SIDE N.T.5. FOUNDATION NOTES 1. CONTRACTOR VERIFY ALL DIMENSIONS ON JOB SITE, 2. 0 DENOTES FILL CELL REINF. UJ/ CONC, UJ/ (1) #5� RE5AR. GRADE (oO 3. ■ DENOTES FILL CELL iREINF. UJ/ CONC. UJ/ (2) RE5AR. GRADE roO 4. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRO-RS TO 5E REPORTED PROMPTLY TO SUPER- VISOR FOR CLARIFICATION. 5, WATER HEATER T 4 P RELIEF VALVE SHALL 5E FULL SIZE TO EXTERIOR. WATER HEATS AT OR ABOVE FLOOR LEVEL SHALL 5E IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE APPROVED THERMAL EXPAN5lON DEVICE. �.0 DENOTES FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK WITH roX( 10/10 GAUGE REINFORCING MAT. WITH .00Gomm Cho mil) POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. UJUJF SHALL 5E PLACED IN MIDDLE TO UPPER THIRD OF 6LA5 AND SUF'F'ORTED ON APPROVED SLAB BOLSTERS. *FIBER MESH REINFORCEMENT MAY 5E U5ED AS ALTERNATIVE TO WIRE ME5H. 1. PAVERS MAY 5E USED ILO CONCRETE SLA55 IN PATIO, PORGH, DRIVE AND UJALKUJAY AREAS. DELETE SLAB IN AREAS PAVERS ARE USED. 8 >TA4NDA4,RD FOOTD2 NOTE #8 fNOT USED�`_ TE TING � D 9. MECHANICAL EQUIP. LOCATIONS UJILL BE DETERMINED 5T' COMMUNITY AND COUNTY CODES. 10, IN LIEU OF TREATING THE SOIL, AN ALTERNATIVE TO TERMITE TREATED SOfL CAN 5E TERMICIDE, 11. BORA-CARE TO 5E APPLIED ON INTERIOR WALLS IAUJ MANUFACTURER'5 INSTRUCTIONS AND SPEC IF I CAT I ON5, PURSUANT TO CH.402 FLORDA BUILDING CODE. FA M-101 0 we -am 24"X24"X1&" --J CONC. FTG. UJ/ (3) #5'5 E.UJ. 0DTI FLAN► (11XII) 1/4"=1'-0" (22X34) Lu Lu 9Q) 0� Q) IL LLLL Q) t6 � Q) Alz N = Q) cl Q U � N � _d s� F- .3 w o � 0 0® Q) Q) o s� LL �0 w� Q) o w 0> vQ) Lu �s v3 p 0® z s- 3 �® Q) Q) QD W S z I U � N ��o 12 1-01112'-8" Jo 1-011 16 16 D2 D2 _ NB ° EL 511 o a o 0 ° ° ° _ _ _ _ f I I I cp I I vl� �I II I� vl� II= I II EL -411 D2 I 1 1 II II o r o o I II I 2' -3Y411+' 6 -3Y4 i f 1 1 II 16 D2 N o II P,T T/5 __ �AHU I I o N II UJC LAVif � 1� II Xc 10 e i1 10 �- II II 1 ICEMAKER 1 I I o 04 16 I _ LINE II 11 1 II a DI.0 � N I I m L -- 1 it o � 4" P CNA C AIG E II 11 � 04 i 11 IL � II 11 o I I Q _�� o i EL. 0'-0" REF. ELEV. 1 � 1 II I II 1 1 UJH � 11 1 2 II b II ---__----- — — —__ El II D II 13 4 �� II LAV ' f �- _ _ — — — = D2 SEL URB / _ - i r f f © o fall b- �, �- II II � II li i II II o LAV II I I �t EL 4 II IS r CJ _ TF 1 JQ J BRI CT< I I a Ell PAVER&1 i I f 1n I f f El o o I II I 18 II UllC I 4'-4" 51_411 i I p2 II -4-H5� I ' ' r— EL 5" ID O El L p 22 12 D p 22 10'-4"-61-1"-41-011 D2 D2 4'-10" 01 4'-101 '- " ]aI 3Y211 L 41 101-411 1 / 9'-S" 18'-32"401-0111 le 24"X24"X1&" --J CONC. FTG. UJ/ (3) #5'5 E.UJ. 0DTI FLAN► (11XII) 1/4"=1'-0" (22X34) Lu Lu 9Q) 0� Q) IL LLLL Q) t6 � Q) Alz N = Q) cl Q U � N � _d s� F- .3 w o � 0 0® Q) Q) o s� LL �0 w� Q) o w 0> vQ) Lu �s v3 p 0® z s- 3 �® Q) Q) QD W S z I U � N ��o TA5UL AT I ON TOTAL LIVING---------------- 1,811 5F. GARAGE--------------------- 408 5F. ENTRY FORCH---------------- 91 5F. LANAI ----------------------- 84 5F. TOTAL UNDER ROOF 2,394 5F. GENERAL NOTE5 1, CONTRACTOR TO VERIFY ALL DIMEN51ON5 ON J05 51TE. 2. DO NOT 5CALE PRINT51 CON5TRUCTION TO SE FROM CALCULATED D IMEN51ON5 ONLY, ANY D 15CRE PANC I E 5 OR ERROR5 TO 5E REPORTED PROMPTLY TO SUPERV15OR FOR CLARIFICATION. 3. ALL INTERIOR FRAME WALL D IMEN51ON5 TO 5E 31/2 " UNLE55 NOTED OTHERW15E. 4. ALL EXTERIOR 5LOCK WALL D IMEN510N5 TO BE 11/2 " UNLE55 NOTED OTHER 15E. 5. PULL ALL D IMEN51ON5 FROM THE REAR OF PLAN. FLOOR FLAN UJ/ F>t"IEN51ON6� 1/8"=1'-O" 11X17) 1/4"=1'-0" (22X34) I i I III!, III 11P 111' flf!lll f` II I' h ful l I 11 d1 '', I Wo WoQ) Q ®� Q� �IL �Q ,yam N N �X � S �01+' U � � N N IL Q� w U �0 ( �s a3 w � DO N Q � � Ill.. o w Imo— �Q) w UA LU N LU Q �® Z L � 3 �o Q � � LU wOL 0 Q C4 U � � o N u X11 I ' I IL ', III' 1111illd 1 LOAD INFOR1 IATION NOTE: DOOR FRoM HOUSE TO GARAGE MUST PER &TH EDITION, 2011 FLORIDA BUILDING BE SOLED WOOD DOORS NO LESS 1 3/0" RESIDENTAIL CODE IAW 8302.5.1 DEAD LOADS FLOOR: STRUCTURE -------------- 7 PSF CEILINGS -------------- 3 PSF MEGH/ELEC------- ------ 5 PSF PARTITIONS -------------- 5 PSF TOTAL -------------- 2 0 PSF ROOF: SHEATHING -------------- 5 PSF STRUCTURE --------------- I E'5F CEILINGS -------------- 3 PSF MECH/ELEC ------ ------ 5 PSF TOTAL -------------- 20 E'SF FLOOR LIVE LOADS RESIDENTIAL FLOOR: - - - -- - - -- - - - - - 40 PSF UNINHA51T,45LE ATTIC WITHOUT STORAGE ----------- 10 PSF UNINHA5IT,45LE ATTIC W/LIMITED STORAGE: ------------ 20 PSF ROOMS OTHER THAN - - 40 PSF SLEEPING ROOM: _---- ---- SLEEPING ROOM: ------------ 30 PSF STAIR LIVE LOAD: ---------------40 PSF BALCONIES: --------------40 PSF PASSANGER VEHICLE GARAGE: - - - - 50 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (PSF) TRIBUTART LOADED AREA (SQ. FT.) FOR ,ANT STRUCTURAL MEMBER ROOF SLOPE 0.200 201-�oOO OVER (oOO 0:12<4:12 20 1(o 12 >-4.12< 12:12 fro 14 12 >-12:12 12 12 12 FIND INFO NATION PER &TH EDITION, 2017 FLORIDA BUILDING RE5IDENTAIL CODE 1. BASIC WIND SPEED: ----------- 140 MPH 2. WIND IMPORTANCE FACTOR: --------- N/A 3. 5UILDING CATEGORY: --------------- B 4. INTERNAL PRESSURE - - - +/-.18, INCLUDED COEFFICIENT: IN NOTE #5 5. COMPONENT / CLADD ING - - - - - SEE PLAN DESIGN WIND PRESSURE: + XXX DESIGN WIND PRESSURE IAW FLA XXX 11RE51DENTIAL CODE, SECTION R301 NOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. G N RAL NOTES 1. PROVIDE RECESS NOT 4 GOLD WATER WITH DRAIN e WASHER SPACE. 2. VENT DRIER THRU ROOF. 3, PROVIDE COLD WATER LINE FOR ICE MAKE'. LINE 'a REF. SPACE, 4, DO NOT SCALE PRINTSI CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLT. ANT DISCREPANCIES OR ERRORS TO BE REPORTED PROMf=%' ' TO SUPERVISOR FOR CLARIFICATION, 5, MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED BT COMMUNITY STANDARDS AND ADPL [GABLE COUNTY CODES. 6. DENOTES LONG. 5LOGK WALL HGT. 'a 9'-4" A.F.F. DENOTES CONC_O LOCK WALL HGT. 12A.F.F. 7, REFER TO T�'PICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS S. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES 'a, ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 301.3 + 1307.3.1 10. ALL INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. ALL INTER. 5EGOND FLOOR CEILINGS AT N/A UNLESS NOTED OTHERWISE. i 1 11 1 1 111ll 11 Ill 111111 [Ili 111 -fl '1111 ' '1 IIT Il FULL NGT. TEMP. GLS. ENCL. 4 2/(o GLS, DR. SHWR HEAD VERIFT LOC. 1+133.7 44.0 5H25 SHB /0X3/0 2/0X3/0 ;LR. F.G. CLR. F.G. f IM4 :'; `1.11► 1/8 =1'-0" NIX17) 1/4"=1'-0" (22X34) I(0/0X-1/O OH.GR.DR. + 33.7 aao SH25 d) RECESS PLUMB. DRIER VENT NOTA SEE FINAL COLOR SHEET FOR FLOORING INFO 12, A Q) t U � 4 0 -P Q S� w c i 0 0® Q) m Q o 000 LL �0 w Q - z —� O �0 w 0Q) %D w0 w e La Q) Q z LI- zn® Q) Q) 7 cl 0 N ; Q) -0 - uQ) U0, o (D N w Q1 4 � o � � n EL. 9'-4" /PLT. HGT. �L. S' -0" /HDR. HGT. LEL. 0'-0" /FIN. FLR. If OEL. 14'-0" /PLT. HGT. $, L. (B'-4" /FLT. HGT. OL, L. S'-0" /HDR. HGT. z7 � EL. 0'-0" /FIN. FLR. OFF -RIDGE ROOF VENTS - REFER TO ATTIC VENTILATION CALCULATION FOR VENT G2UANTITY ) 12 FIBERC-LASS &HINGLES TEXTURED GEMENTITIOUS it ii FINISH LEPT ELE\/ATICN 1 /A".-11 " /11\!1-1 ) 1/A" -11_x" /))v) nct_r�lrir-� L'Jnn� i�1.�TC XTRf OR FINE 5H NOTE -5 1. LATH TO 5E ATTACHED IAW R-703.1.1 OF THE &TH EDITION, F5CR. 2011 2. PLASTERING TO 5E WITH PORTLAND CEMENT, INSTALLED IAW R103.1.2 OF THE &TH EDITION, F5GR. 2011 3, WEEP SCREECH TO BE INSTALLED IAW 8103.1.2.1 OF THE GOTH EDITION, F5CR. 2011 4. WATER RESISTANT 5ARRIER TO 8E INSTALLED IAW 8103.1.3 OF THE &TH EDITION, FSGR. 2011 5 "ZIP S''"STEMS" WALL SHEATHING MAT' SE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR 5ARRIER, ON EXTERIOR WALLS. mmmmum EL. 14'-0" /FLT. HGT. EL. 9'-4" /F=LT. HGT. EL. 8'-0" /HDR. HGT. EL. 0'-0" /FIN. FLR. /PLT. HGT. /HDR. HG;T. �" /FIN. FLR. LU u� -0Q) 0 `n OCA sz o UL 6 '6 N � L c M sx Q)E (S) � w M LU u �o — ul m� c l � ®0 D s LL �0 w z w � ®> � O w 3 LFZ Q Q0 z t� �j cl to Q zv w Q � N (fi � Z U � n O cn U Eel 12 13 INTERIOR ELEVA70N5 1/(V=V-0` (11X1-1) 1/4"=i'-0" (22X34) NOTE: INTERIOR ELEVATIONS ,ARE CONCEF'TU,4L ONL T . SEE G A51NET 5NOF DR,4WINC�5 FOR FINAL VERIFICATION. 5/4" QTR, RND, 3/4" FINISHED F'L'T`�UOOD a �� le: (ROSS 5ECTION 1/8"=1'-0" 11X11) 1/4"=1'-0" (22X34) FIBERGLASS SHINGLES FRE -ENG, WD. TRUSSES eYeTEM 6 24" O.C. 5ULATION F'ER 2011 F8C- \IE%'GY CONSERV,4TION - TH EDITION EL. 9'-4" /FLT. HGT. EL. V-0` /HDR. HG -;T. EL. O' -O" /FIN. FLR. ) dj ® E x 0 0 w Q ®� © Q)m Q OCL Q) N � L tp Q� N 'L v 3 �D V4 - LU fu M Q) s- f- w u � �a o LU OIL - (S) W 41 w F� Q Z i.- Q� LA � _Q T15 O o LL �® w :N 0 3- E Q) w ®QED w; Ci �® Z L Q) Q) s� N� s_ -o o W Q z � �u OL0 w Q U � �a (Y- � O (S) U � � 0 m LA1l N 12 13 INTERIOR ELEVA70N5 1/(V=V-0` (11X1-1) 1/4"=i'-0" (22X34) NOTE: INTERIOR ELEVATIONS ,ARE CONCEF'TU,4L ONL T . SEE G A51NET 5NOF DR,4WINC�5 FOR FINAL VERIFICATION. 5/4" QTR, RND, 3/4" FINISHED F'L'T`�UOOD a �� le: (ROSS 5ECTION 1/8"=1'-0" 11X11) 1/4"=1'-0" (22X34) FIBERGLASS SHINGLES FRE -ENG, WD. TRUSSES eYeTEM 6 24" O.C. 5ULATION F'ER 2011 F8C- \IE%'GY CONSERV,4TION - TH EDITION EL. 9'-4" /FLT. HGT. EL. V-0` /HDR. HG -;T. EL. O' -O" /FIN. FLR. ) dj ® E x 0 0 w Q ®� © Q)m Q OCL Q) N � L tp Q� N 'L v 3 �D V4 - LU fu M Q) s- f- w u � �a o LU OIL - (S) W 41 w F� Q Z i.- Q� LA � _Q T15 O o LL �® w :N 0 3- E Q) w ®QED w; Ci �® Z L Q) Q) s� N� s_ -o o W Q z � �u OL0 w Q U � �a (Y- � O (S) U � � 0 MECHANICAL/GENS fRAL NOTES PER &TH Ep. 2017 FLA 51-D. CODE -RESIDENTIAL 1.) COMPLETE DUCT DESIGN W/ SIZES 4 R -VALUE COMPLYING W1 THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 610.1 A5CJ 2.) SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO THE MECHANICAL COMPONENTS TO ASSURE ADEQUATE ACCESS FOR., A) CONSTRUCTION AND SEALING, AND 5) SECTION 1-11601 PER THE F5CR 201'1 (oTH ED. 3J AIR CONDITIONING SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS 15CLATELD FROM THE RETURN AIR SHALL BE PROVIDED WITH MEANS TO C0MI`=L"r WITH SECTION MI602 OF THE F5CR CODE 2011 (oTH EDITION. 4,) IAW NEC 2014- 210.12 -ALL 15A OR 20,4,120V BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES IN THE FOLLOWING LOCATIONS REQUIRE AFCI PROTECTION- KITCHEN, FAMILY RMS, DINING RM5, LIVING RM5, PARLORS, L15RAIRIE5, BEDROOMS, DENS, CLOSETS, 6UNFROOMS, RECREATION RM5, HALLWAYS OR SIMILAR AREAS SHALL BE PROTECTED BY A LISTED AFCI DEVICE OF THE COMBINATION T1'F`E. 5.) IAD NEC 2014- 400.12, ALL lE4 AND 20A, 125v RECEPTACLES SHALL BE L15TED AS TAMPER RESISTANT. (oJ ALL OUTLETS IN BATHROOMS AND LAUNDRY ROOM SHALL BE GFCI '1.) SMOKE ALARMS SHALL BE IN ALL 5LEEf=ING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN P 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 1AW F5CR R3143 4 8314.4. MODELO TO BE USED ON TH15 J05 TO 5E., BRK: SMOKE -9120B, C/O- SC9120B KIDDE: SMOKE -21007581, C/O 21006377-N a.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION 15 MINIMUM 15" ABOVE GARAGE FLOOR UNLESS WATER HEATER 15 LISTED AS FLAMMABLE VAf=Cf;R IGNITION RESISTANT. 1AW F5CR 2011, roTH ED. f=2a01,-1 9.)ALL EaUIPMENT 4 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION 15 MINIMUM ]a" ABOVE GARAGE FLOOR UNLE55 IT 15 LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW F5CR 2011, &TH ED, 10.) THE TOTAL LENGTH OF VENTING FOR DRYER TO 5E: 6-0" MAXIMUM 11.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 2 00AMP Wf=, #4/0 ALUM. S.E.R. BREAKER 200A -MAIN BREAKER NI INSIDE PANEL METER 5 RMIX TO RNG, 10/3 TO DRYER 10/2 TO W/H SECONDARY A/H T.B.D. FEED BY 14 FOR LIGHT UTILITY CO. AND PWR INTERIOR PANEL INTERSYSTEM BOND ING TERMINATION BOND #4 BARE C00f=EIR WIRE TO FOUNDATION STEEL 45 PER 2014 N,E,C,, 25O,52(3) ELECTRICAL RISER D1,4GfR,4t-1 NOTE., N.T.S. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W1 APPLICABLE f=ROV15I0N5 OF THE NATIONAL ELEC, CODE 250,rP2(AXD TO (6), LOCAL CODES, AND THE LOCAL POWER COMPANY. 2014 NEC 250.52 (A)(3) (3) Concrete -Encased Electrods.A concrete -encased electrode shall consist of at least 6.0 m (20 ft) of (either Cl) or (2): (1) One or more bare or zinc galvanized or other electrically conductive coated steel reinforcing bars or rods of Not less than 13 mm (V2 in.) in diameter, installed in one continuous 6.0 m (20 Ft) length, or if in multiple pieces connected together by the usual steel tie wires, exothermic welding, welding, or other effective means to create a &.0 rn (20 Ft) or greater lerethi or (2) Bare copper conductor not smaller than 4 AWG Metallic: components shall be encased by at least 5O mm (2 in.) of concrete and shall be located horizontally within that portion or a concrete foundation or footing that is in direct contact with the earth or within vertical foundations or structural components or members that are in direct contact with the earth. IF multiple concrete -encased electrodes are present at a building or structure, it -shall be permissible to bond only one into the grounding electrode system. (ROP 5-107) -ELECTFRICAL FLAN 11/0"=1'-0" (I]XII) 1/4"=1'-0" (22X34) CFI UDF' METER NOTE: SEE FINAL COLOR, 5HEET FOR TV, FANS 4 PHONE LOCATIONS 7 -0 unA9,3 W ®Q) fL 0 UL to L C3 SZ W (j) � Q) 6f., ELECTfRICAL LEGEND 0 SINGLE POLE SWITCH <I OUTLET, TV/CABLE THREE WAY SWITCH 4 OUTLET, PHONE @m OUTLET 110-115 D INTERCOM OUT. 110-115, SPLIT WIRED C0 CHIMES OUT. 110-115, U)/ U55 [3 SMOKE DETECTOR OUT. 110-115, CLG. MOUNT. Fr --M-1 CARBON MONOXIDE OUT. 110-115, FLR. MOUNT. EH PUSH BUTTON Sf=CL. PURPOSE 220-240 G EXHAUST FAN LIGHT FIXT., CLG. MTD. EX. FAN/LIGHT COM50 LIGHT FIXT., WALL MTD. (0 D 15f='05AL LIGHT FIXT., RECE55ED ELECTRICAL PANEL LIGHT FIXT., REG. ADJUST. CEILING FAN, PREWIRE LIGHT FIXT., FULL CHAIN CEILING FAN, INSTALL LIGHT FIXT.,FLUORE6CENT I7J ELECT. JUNCTION BOX LIGHT FIXT., EXT. FLOODS THERMOSTAT EXIT LIGHT FIXT., EMERG. EXIT DISCONNECT SWITCH LIGHT FIXT., EXIT/BACKUP rIIELEC. POLDER METER 2 00AMP Wf=, #4/0 ALUM. S.E.R. BREAKER 200A -MAIN BREAKER NI INSIDE PANEL METER 5 RMIX TO RNG, 10/3 TO DRYER 10/2 TO W/H SECONDARY A/H T.B.D. FEED BY 14 FOR LIGHT UTILITY CO. AND PWR INTERIOR PANEL INTERSYSTEM BOND ING TERMINATION BOND #4 BARE C00f=EIR WIRE TO FOUNDATION STEEL 45 PER 2014 N,E,C,, 25O,52(3) ELECTRICAL RISER D1,4GfR,4t-1 NOTE., N.T.S. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W1 APPLICABLE f=ROV15I0N5 OF THE NATIONAL ELEC, CODE 250,rP2(AXD TO (6), LOCAL CODES, AND THE LOCAL POWER COMPANY. 2014 NEC 250.52 (A)(3) (3) Concrete -Encased Electrods.A concrete -encased electrode shall consist of at least 6.0 m (20 ft) of (either Cl) or (2): (1) One or more bare or zinc galvanized or other electrically conductive coated steel reinforcing bars or rods of Not less than 13 mm (V2 in.) in diameter, installed in one continuous 6.0 m (20 Ft) length, or if in multiple pieces connected together by the usual steel tie wires, exothermic welding, welding, or other effective means to create a &.0 rn (20 Ft) or greater lerethi or (2) Bare copper conductor not smaller than 4 AWG Metallic: components shall be encased by at least 5O mm (2 in.) of concrete and shall be located horizontally within that portion or a concrete foundation or footing that is in direct contact with the earth or within vertical foundations or structural components or members that are in direct contact with the earth. IF multiple concrete -encased electrodes are present at a building or structure, it -shall be permissible to bond only one into the grounding electrode system. (ROP 5-107) -ELECTFRICAL FLAN 11/0"=1'-0" (I]XII) 1/4"=1'-0" (22X34) CFI UDF' METER NOTE: SEE FINAL COLOR, 5HEET FOR TV, FANS 4 PHONE LOCATIONS 7 -0 unA9,3 W ®Q) fL 0 UL to L C3 SZ W (j) � Q) 6f., ATTIC VENTILATION CALCULATIONS PER F5C2011 &TH EDITION R806: MIN. 40% - MAX_ 50% OF REaUIRED VENTILATION TO 5E IN UPPER PORTION OF ATTIC SPACE AND THE £BALANCE TO 5E IN LOUDER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SMALL BE 1/300 OF VENTED SPACE: TOTAL VENTED SPACE: 23948.F. 7.988.F. NET FREE VENT. 300 REQUIRED UPPER PORTION VENTILATION TOTAL: - - - - - - - 3.198.F. PROVIDED W/OFF RIDGE VENTS: 4 VENTS 10.798S.F. /VENT. (VENT T`rPE: LOMANCO MODEL 710-2 OR MILLENNIUM METAL) LOUDER PORTION VENTILATION TOTAL: - - - - - 6.968.F. PROVIDED UJ/ VENTILATED SOFFITS a SAVE:-- - ( 80L.F. a 0.0878.F. VENTING PER L.F.) UPPER PORTION PERCENTAGE: 4001. LOUDER PORTION PERCENTAGE: 60% NOTES 1. T"rFIGAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2. T'�'PIGAL ROOF EAVES OVERHANG TO 5E 12„ UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL ASSOC, STANDARDS AND/ OR ACCEPTA5LE INDU5TR'r PRACTICE AND IN ACCORDANCE WITH THE &TH EDITION (201-1) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUS5E5, GIRDERS, 5EAM5, HEADERS, ETC. TO BE SIZED 5"r TRU56 MANUFACTURER OR FL, REG. ENG. 5. TRU65E5 SHALL 5E 5RACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL 5TA51LIT'r IN ACCORDANCE WITH THE REOUIREMENT5 SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRU55 DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC 5RACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI/UJTCA 5C51 1. (o. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRU55 TO TRU55 CONNECTIONS. 1. SHINGLE ROOF: UNDERLA`rMENT TO BE INSTALLED IAW FBCR 201-1, &TH EDITION RW5.2.3, U N 4 n ul LL ul U N n Z F— z ul n ua n 0 u z Q c1 n 0 u- ua z r_ cv a UJ s U4 I: ua N n z a 0 n z I k - z 0 n ua 6 N ua CA u F- 106 CUT NAILS 12 " O.C. 1X4 F.T. 2X4 SLOCKINCs TO FORM ARCH CONC. BLOCK WALL r° ' ° <w � r a r ° a °° ° a r °r 41 Q / - r r r ' 1/1&" OSP. SHEATH. -BOTH ; r SIDES -ATTACH UJ/8d's 'a 4" O.G. 6 PERIMTER AND 14 ° ° 12" O.G. INTERMEDIATE ' r a� r e r � a r r°° a r � r° r r � r 9 a q r r°a r r r r r � r � r 1/2"=1'-0" (11X11) 1"=1'-0" (22X34) I DBL. 2X4 TOP 2X4'6 'a 1(o" 1/16" 065 SHE; PRE -ENCS. Wp. KNEE WALL IF n.p�p 0 - INDICATES TRUSS CONNECTOR, GO TO CONNECTOR SCHEDULE ON PAGE 10 FOR CONNECTOR NAME AND SPECIFICATION. (: ) 22 i EA. TRU55 EL. +12'-0' /PLT. HGT. (: ) 81 e STUD TO F- M5T424 e EA. VEF UJ/ 9-10d NAILS Al 5- 1/4" X 2 1/4 TIT ( ) 4 e EA. uERT. 2X4 P.T. BOTTOM f EL. +9'-4" /FLT, HGT. CONC. FLOCK UJAI COLUMN % 1/2"=1'-0" (11X1-1) 1"=1'-0" (22X34) -ENG, =), TRU56E5 it D.C. 14'-0"/PLT. HIST, dh IRV OSP SHEATHING .. 2X4 TOP PLATE SQ10"O.C. :-ENG. WD. TRUSSES 4 E WALL IF APPLIC,45LE -ANG. LJD. TizUSSES .., 2X4 TOP PLATE Se1(o"O.C. OSP SHEATHING . WZ). TRUSSES 4 ,IL IF 4PPLICA5LE CONNECTOR SCHEDULE ° CONNECT. OOM(PSON a ° MAX. LAT. LDS. T't'PE DESCRIPTION a DESCRIPTION FASTENERS PER CONNECTOR ° F1 / F2 20 H3 RFT: 4-8d / PLT: 4-8d RT3 RFT: 4-Sd / PLT: 4-Sd 455 125 / 1&0 21 H1 RFT:&-8dx11/2 "/PLT:4-0d RT15 RFT:5-8dxl1/2 "/PLT:5-8d 415 485 / 165 r° ' ° <w � r a r ° a °° ° a r °r 41 Q / - r r r ' 1/1&" OSP. SHEATH. -BOTH ; r SIDES -ATTACH UJ/8d's 'a 4" O.G. 6 PERIMTER AND 14 ° ° 12" O.G. INTERMEDIATE ' r a� r e r � a r r°° a r � r° r r � r 9 a q r r°a r r r r r � r � r 1/2"=1'-0" (11X11) 1"=1'-0" (22X34) I DBL. 2X4 TOP 2X4'6 'a 1(o" 1/16" 065 SHE; PRE -ENCS. Wp. KNEE WALL IF n.p�p 0 - INDICATES TRUSS CONNECTOR, GO TO CONNECTOR SCHEDULE ON PAGE 10 FOR CONNECTOR NAME AND SPECIFICATION. (: ) 22 i EA. TRU55 EL. +12'-0' /PLT. HGT. (: ) 81 e STUD TO F- M5T424 e EA. VEF UJ/ 9-10d NAILS Al 5- 1/4" X 2 1/4 TIT ( ) 4 e EA. uERT. 2X4 P.T. BOTTOM f EL. +9'-4" /FLT, HGT. CONC. FLOCK UJAI COLUMN % 1/2"=1'-0" (11X1-1) 1"=1'-0" (22X34) -ENG, =), TRU56E5 it D.C. 14'-0"/PLT. HIST, dh IRV OSP SHEATHING .. 2X4 TOP PLATE SQ10"O.C. :-ENG. WD. TRUSSES 4 E WALL IF APPLIC,45LE -ANG. LJD. TizUSSES .., 2X4 TOP PLATE Se1(o"O.C. OSP SHEATHING . WZ). TRUSSES 4 ,IL IF 4PPLICA5LE CONNECTOR SCHEDULE HETA20 CONNECT. OOM(PSON USP MAX. LAT. LDS. T't'PE DESCRIPTION FASTENERS PER CONNECTOR DESCRIPTION FASTENERS PER CONNECTOR UPLIFT F1 / F2 4 HETA20 14-10d x 11/2" ETA20 14-100 1,810 (05 / 9(o0 5 DETAL20 18-10d x 11/2" N/A N/A 2,480 2000/13-10 20 H3 RFT: 4-8d / PLT: 4-8d RT3 RFT: 4-Sd / PLT: 4-Sd 455 125 / 1&0 21 H1 RFT:&-8dx11/2 "/PLT:4-0d RT15 RFT:5-8dxl1/2 "/PLT:5-8d 415 485 / 165 22 H10A RFT: (9)106 x 1 1/2" RT1� RFT: 8 -ad x 11/2" ----- 990 585/525 PLT: (9)106 x 1 1/2" PLT: 8 -ad 23 LU52& HDR: 4-106/J5T 4-106 JU62(o HDR: 4-10d/J5T: 4-10d 935 N/A 24 H -1Z RFT /TRS: (4)86 RT20 RFT / TR6: 9-10d 985 400 / N/A PLT /STD: (2)8dX 1 1/2" (8)8D PLT / STD: 13-106 2 r H2.54 RFT:S-ad / PLT: 5-Sd RTI RFT:S-8d / PLT: 5-86 415 150 / 150 34 434 H:4-8dxl1/2 "/P:4-8dx11/2" MP34 H:4-8dx11/2 "/P:4 -86x11/2" 305 2,50/303 35 435F H:4-8dx11/2 "/F:4-8dx1.1/2" MPA1F H:ro-86x11/2 "/P;(o-86x11/2" 440 440 / N/A 37 MT512 14 -10d MTW12 14 -106 1,000 N/A 38 MTSI(o 14-10d MTWI(o 14-10d 1,000 N/A 43 LST412 10-106 L5TA12 10-10d 905 N/A 45 ST18 14-1(od 5T18 14-166 1,200 N/A 47 L5T424 18-10d L6T424 18-106 1,295 N/A -11 MST,43(o 2(o -10d M5T43(o 2& -106 2,135 N/A 72 MSTC(o &4-1(od SINKERS N/A N/A 5,495 N/A 79 5P1 STD:& -106 / PLT:4-10d SPT22 STD:4-10d / PLT:4-10d 535 5&0 / 2&0 80 5P2 STD:& -106 / PLT:(o-10d SPT224 STD:6-10d / FLT -6-10d 605 5(o0 / 2(o0 81 5PH4,(o,8 12-10d x 1112 " TP4,(o,48 12-10d x 11/2 " 885 N/A 90 45U6& 12-1rod P4U(o& 12 -trod 2,240 N/A 89 CB(0 (0 (2) 5/a" BOLTS PASXS 4-10d 2,300 985 92 45U44 12 -1(d F'AU44 12 - l(od 2,200 N/A 93 AC(o (MAX) 28-1(d P55(0(0 24 -led 1,815 1,070 94 AC4 (MAX) 28-l(od P5544 24-1(od 1,81.5 1,070 95 HT520 20-10d HTW20 20-10d 1,450 N/A 9(o HDBA SILL: lia�� BOLT HHD84 SILL: '/a" .POET -1,910 N/A .� �� � �� STUD: (3 J % X5 /2 BOLTS .� �� � �� STUD: (3) %� X5 i2 POL T5 99 435 H:4 -80x11/2 "/F,.4-8cIx11/2" MP,41 H:(o-86x11/2 VP: (o-8dxl1/2" 440 440 / N/A 98-101 HTT4 5/6" BOLT/ 18- iro6X2112 " N/A N/A 31640 N/A 9-1-100-102 HTTS s/a" DOLT/ 26-106 N/A N/A 4,215 N/A 103 VGTR/L 32-6D51/4"X3"/(2) Na" PLT N/A N/A 3,990 N/A 104 HDUS-5D52,5 1/8" 5LT/20-5D5 1/4 "x2 1,2 " N/A N/A 5,020 N/A 110 HGP2 12-10d x 11/2 " HHCP2 20-106 x 11/2 " 520 260 / N/A 1�-1 HHU54(o H:14-1(od/J:(o-1(od THD4(o H:S-lad/J:12-106 1,550 N/A 1(08 U4(o H:8 -106/J:4-106 6UH4(o H:8-1(od/J:4-l(od 110 N/A 181 HU52(o 20-1(od THD2(o H:20-1(od/J:10-10d 1,550 N/A 184 HHU628-2 G:28 -trod / T:8 -16d EHUH28-2 12-1�d 2,000 N/A 214 HUC212-3TF D:1�-3/ir0"X11112" TA1�'CO PM: -1F�cl HD0212-3 HD:18-3/1(�"X11/2" TAPCON PM: (0-106 1;135 N/A 215 HGU5210-2 HDR:4(o-1(od/JST:10-1&6 EHUH210-2 HDR:40-1&6/J5T:1(a-106 2,120 N/A 216 HU6412 BLOCK: 10-1/4 "X111211 TC i(o0 J015T : 10`X HU6412 FLOCK: 10-1/4 "X11/2 " TC JOIST : 10-1(odll 3,240 N/A 211 HU5212 -2 BLOCK: 10-1/4 X11/211TC JOIST : 10-1(od HU5212 -2 FLOCK: 10-1/4 X11/2 TC JOIST : 10-1&6 2 (o30 N/A 219 MBHA412 H:1- ATR3/4 X8 TOP 4FACE NFM35X12U H:1-1/2 " J - DOL T 3,145 N/A JOIST: 18-106 J:5_1,2" BOLTS 220 N/A N/A NFM 3X12 5L<:'/2`0 J /J5T:14-106 1,6.20 N/A 226 MBH'44.15/12 HDR- (2) 314 `0 x 8' JOIST : 18-10d NFM45U HDR : MIN. 1/2"41 "J"5OLT J015T : (5) 1/2 "0 BOLT6 2,16(D N/A 231 MBHA3.56/1(o HDR : (2) 3/4"4'x S" JOIST : 18-10d NFM3.5X16U HDR :MIN. 11/2 "-PxJ-BOLTS JOIST : (5) 1/2 ",P 5OLT6 3 450 N/4 232 MBHA5.50/1(0 HDR : (2) -/4"'P x 8" JOIST : 18-106 NFM5.5X16U HDR :MIN. '/2"0xJ-BOLTS JO16T : (5) 1�2 "� BOLTS 3 4�O ' N/A 240 H15 :4-106x11/2 "/P:4-10dx11/2 N/A N/A 1,300 480 / N/A 241 LGT2 30 -16d -sinker LUGT2 32-10d 2000 1015/440 301 MGT (1) 3/4"5LT6./GIR: 22-10d N/A N/A 3"B(05 N/A 302 HGT-2 or 3 LTL:3/4"5LTS./GIR: 8,-10d U5G(03 LTL:3i4"5LT5./GIR: S -16d 6485 N/A 303 HGT-4 LTL:3/4"15LT5./GIR: 16-10d N/A N/.4 9,250 N/A 401 5UR/L414 FACE:18-16d/JST:8-16d N/A N/A 11-100 N/A T CONNECTORS TO BE SPECIFIED AND PROVIDED 5'7' TRUSS MANUFACTURERS 1L . STRUCTURAL NOTES FIELD REPAIR NOTES 112 "xi" (41/2" EMB) HILTI KUJIK 2X6 P.T. WOOF -)BUCK 1 BOLT WITH 2" WASHERS LOCATED (TOP AND SIDES) i i 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1, MI55ED LINTEL 5TRAP5 FOR MASONRY CONSTRUCTION MAY BE f) 1',4',41' (WITHIN &" OF SUPPORT STH EDITION, FBCR 2017 (WIND LOAD 0 140 MPH.) SUBSTITUTED W1 (1) USF' MTWIro OR Hi OR 151MP5ON MTSM]& W/ BRACKET FOR GARAGE DOOR) GARAGE DOOR O (4) 1/4" X 21/4" TAPCONS TO BOND BEAM ANIS (7) 106 NAILS TO FROM THE BOTTOM MIN, EDGE 2. WINDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET TRUSS FOR UPLIFTS LE55 THAN 800 LBS (USE (2) MTSMI�o FOR DISTANCE. ii FBCR SECTION 8301 UPLIFTS LE55 THAN 1-120#). NO MORE THAN 10 STRAPS MAY BE 1 1, II „ SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRGER TRUSS , 1 if 3, ALL FLOOR SLAPS TO BE OF 2,500 PSI CONC. PLANT MIX MIN, 5" CONNECTION5 ARE MISSED CONTACT ENGINEER FOR SUBTITUTION '� 11 �li� 11 " ; " " �� THICK WITH 11 10/10 WIRE MESH (o MIL. POLY, VAPOR- S° MASONRY WALL � � � p� I AF � � tYl ' I I AF 1 BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2. MISSED J -BOLTS FOR FRAMED EXTERIOR/ BEARING WALL5 MAY BE if „ ,1 113 SUBSTITUTED UJ/ 1/2 DIA. x i LONG WEDGE ANC - DETAIL TO SATISFY 140 MPH WIND LOADHORS (REDHEADS). , - MASONRY FRAME SHALL BE MIN SX1( ASTl` 1 C -9D 4. CONCRETE MASONRY UNITS SHALL MEET: GH. 1-3 OF Ai 530-02/ I I 1 1 ;Q- - G ROUT FILLED CELL W//2 ASTM 2 #5 REBAR (GRADE (00) it 11 _j 11 11 A ASCE 5-02/TM5 402-02 OR BIA BUILDING CODE REQUIREMENTS. 3, MISSED FOOTING DOUJELS MAY BE SUBSTITUTED UJ/ A STRAIGHT #5 , 11 �� � REBAR SET IN A 3/4 11 " DIA. x (o" DEEP HOLE FILLED UJ/ UNITEX EA. SIDE OF GARAGE DOOR OPENING 0 � - MAX, DISTANCE TO CORNER OF C.B.S. WALL REINF. 48" 5. MORTAR TO BE TYPE "M OR "5", GROUT - 2,500 P51 S 28 DAYS. PROPDXY 300 OR SIMPSON SET OR ETF ADHESIVES. -REINF. TO BE CONT. FROM FTG. TO TIE BEAM UJ/ ALL i i i i I 1 „ 9X`I VR'11" i i �� ti MASONRY CLEAN OUT5 REQUIRED e GROUT GREATER THAN FIVE (5) 4. BLOCK WALL OVERHANGING SLAB CONDITION: "ACI" DETAILS DEVELOPMENT LENGTHS ADHERED TO PLAN VIEUJ - GARAGE DOOR MANUR TO PROVIDE ATTACHMENT TO "BUCK" 0 `� FEET IN HEIGHT SAND ALL VERTICALS. UP TO li$" - NO REPAIR NECESSARY 2x8 RIDGE U lib" TO 1114" ADD FILLED CELL (NO VERTICAL STEEL) MIDPOINT 1.) THE GARAGE DDDR A55EMBLY SHALL BE DESIGNED FORROOF DECKING 04) 1 REBAR TO BE # 5'5 GRADE 60, W1 MIN. LAP OF 25". USE "L" BARS OF WALL BETWEEN EXISTING FILLED CELLS '(WITH STEEL) INPOSITIVE AND NEGATIVE WIND PRESSURES OF 25 PSF IN x -v � CORNERS AND USE STANDARD HOOKS 'a CHANGE IN DIRECTION AREAS AFFECTED ACCORDANCE WITH SECTION 8301 OF THE FLORIDA RESIDENTIAL � `� [L WITH MIN. LAP 12" 1114"+ - REQUIRE SPECIAL ENGINEERING LETTER CODE CERTIFICATION SHALL BE SUBMITTED FROM THE GARAGE H2.5e EA. RFTR. DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE 2X(o RAFTERS 8. GYP. BD. CEILING SHALL BE INSTALLED PERI~'. TO FRAMING 4 NAILED 5, PENETRATION OF PLUMBING PIPES/DRYER VENTS THRU PLTO RDC. BM. D� ATES OF FOLLOWING ITEMS: 24" O.C. `i" O.C. WITH 5d NAILS, GYP. Bp. WALLS SHALL BE NAILED 'aa" O.C. A LOAD BEARING WALL MAY OCCUR PROVIDED DBL. 5TUD5 ARE A,) THE DESIGN OF THE DOOR CAN WITHSTAND POSTIVE Q) 0 WITH 56 NAILS ADDED ON EITHER SIDE OF PENETRATION WITHIN 3" AND TRU55/ AND NEGATIVE WIND PRESSURES OF 25 P5F. 2X4 VERT. 's 48" FLOOR TRUSS IS NO CLOSER THAN 3" FROM PENETRATION. B.) THE DESIGN OF THE DOOR COMPLIES WITH THE ABV, TRUSSES BELOW 9. UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES ADD (1) MT512 '� TOP AND BOTTOM PLATE CR'ITER'IA SPECIFIED IN SECTION RIi OF THE 201-1 NAIL TO RAFTER e) TOP 0) 4 THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. FLORIDA BUILDING CODE RESIDENTIAL, roTH EDITION 4 PLATE AT BTTM. W1 IM _ C.) DOOR SIZE, TYPE AND GLAZING (2) 126 NAILS Q)_ c 10. EPDXY ANCHOR ALTERNATIVE: D.) TRACK 51ZE AND FASTENER DETAILS, PRE ENG, WD. THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS E.) TRACK BRACKET QUANTITY, 5PACING AND FASTENED; TRU55E5 BELOW FOR USE A5 PLATE ANCHORS OR HURRICANE ANCHORS. DETAILS. -- � THE FOLLOWING CRITERIA MUST BE MET. F.) REINFORCING MEMBER QUANTITY, LOCATION, SIZE, TYPE ST18 OR L5TA24 � � Q) ANCHOR 51ZE CONC. HOLE SIZE MIN. HOLE DEPTH AND FASTENER DETAILS. (IF REQUIRED) RAFTQEiR TO PLATE 0 a I, II 3� II II - TO TI �USSE5 BELOW 5;a, �$ �,GARAGE UC DETAIL 3/4" 1" aI, IX& CAP 1,I1�9° SEE FLOOR PLAN 1/2" CWP, BD. FIN. Q)� CAP PER 5PEC'5 1/2" OFFSET - 2X4 OR 2X(o STUD BL. 2X4 PLATE SIDE B SI ALONG AFTER HOLE 15 DRILLED ALL CONCRETE DUST MUST BE REMOVED i _ �2 COVE MOLDING WALL VALLEY- SGL. 2X4 PLATE ABOVE TOP PRIOR TO EPDXY INSTALLATION. THREADED ROD TO BE MIN, 43(o CURB 11111 065. SHEATHING CHORD CHORD OF TRUSSES ATTACH UJ/ (2) 12d STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE 2X4'8 e 24" O.G. (3)2X4'5 , NAILS e EA. INTERSECTION OR ii O.G. APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT ',2" DRYWALL 2X4 OR 2X(o STUD WALL� ' � EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. —` VAL LNOTES 0 IF RIDGE BEAM IS UNDERSIZED -CUT 11/2" FROM 11, SOIL BEARING CAPACITY 2000 PSF MINIMUM 3 4 DETAIL DETAIL END OF RAFTERS ON ONE SIDE AND ADD 2X8 D1 1/2"= 1'-0" D1 1/2 1'-0" i/1� 05B. SHEATHING D1 3/411 = 1'-0" NEXT TO FIRST ONE W/12d'S s 6" O.C. WOOD STRUCTURAL NOTES 51 1/2" GYP. Bp. _ Q) �--.-.--,�. _ _ _ - � 1. ALL WOOD TO BE SPECIES GROUP, AND GRADE AS NOTED BELOW.ROOF EDGE CONCRETE BLOCK�AETA( "L HEADER OR STEEL DAMAGED WOOD NOT TO BE USED. �- D1 1" = I'-0" LINTEL 2. ALL STRUCTURAL LUMBER SHALL BE SPF (5PRUCE-PINE-FIR) *2 OR _ 1 PC EXP. STRIP SEE DB AIL SEE FLOOR ' i C ANCHOR BETTER UNLE55 OTHERWISE NOTED. (PRE ENG. TRUSSES EXCLUDED) D R PLAN FOR BM. P R 4 FOR RIDGE DETAIL 11 ad 4" O.C. 1 STRIP - ---= - BLOCKING GL5. BLK. PER PLAN 9 3. END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT RIDGE , 1 0 Q Q 1, � EDGE 1 0 -� LEAST 4. STRUCTURAL DOUBLE PLATES TO BE NAILED ii D.K.. ur �;2" EXPAN. � I I 1 PC PANEL u 'L LL ANCHOR 4" � 8d 12 " O.C. ' RE INFOR. 4. PLYWOOD OR 05 3. WALL SHEATHING NAIL PATTERN TO BE 106 � O � O TERMED, SEALANT s O .,, - �--T%% O FROM EA.IN; I O.C.. UNLESS OTHERW16E NOTED. QC � J� �� � (� EDGE AND 24" O.C. 1� 1 PG ANCHOR 5, NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS - -- - - - - � � 1 , ST EI T P. BOL T ---____._____ � PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. 44-�CONC. 5L<. -- PH I Pm LK. FILLED CELL 1 1 (2) PER ANCHOR �Q ro. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 1. DBL. 57UD5 e EA. END OF 5HEAR WALL. S. WHEN ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. ROOF NAUNG PATTERN ZONE: " 8d NAILS e t" O.G. EDGES AN[) 12" 0,1 FIELD ZONE. a ad NAILS e i" O.C. EDGE5 AND 12" O.C. FIELD ZONE: ad NAIL5 ia 4" O.C. EDGE5 AND: &" O.C. FIELD 9, NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE 5PLICE ZONE SEE FLOOR TYPN FOR " EDGE 16" O.C. 1 15' 0 N '12 PLYUJD. 1 MORTAR i ' ASPHALT - - - - 5PH4,( OR 8 0 .) SUPPORTING END OF HEADER 0� PANEL_ ,ANCHOR CON&T RUCT I ON u -DOUBLE STUDS 12" O.G.. e EA. STUD NO STRAPPING NEEDED 1 �OR -1/1C " OSB EMULSION �U 3 NEL CING (Ti I -DOUBLE OR TRIPLE HEADER � � O.C.. � EDGE 11 WHEN FRAMING PER DETAIL D5 �� 2 EXP. ANCHORS 1 1 1 1 1 1 USEDPC INPANELS OR�� VER 25T N AREA 15 EMBEDDED HORIZONTALLY � EA. SDE CONC. BLOCK ROOF FRAMING (`1 EMBED.) 24 O.C. 1 1 , 1 , , �' - -HEADER TO STUD e 4 O.C.. EA, HEADER MEMBER, -STUD TO TOP OR BOTTOM PLATE : (2) l(od THRUDOUBLE 2 TOP PLATE � �DETAILUSE ILS L I I WALL4 Q d � 2 2 8d e 4" O.G. 4' 5 ONLY WHEN PLT. OR (2) lid EA. SIDE TOE NAILED TD PLT. 2X4 STUDS EXTERIOR FINISH 9, NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE 5PLICE ZONE MAXIMUM HEADER SPAN (ft.) 3' EDGE 16" O.C. 1 15' 0 N C SEE NOTE 4) 5PH4,( OR 8 NOTE: SUPPORTING END OF HEADER 0� PANEL_ ,ANCHOR CON&T RUCT I ON u -DOUBLE STUDS 12" O.G.. e EA. STUD NO STRAPPING NEEDED 1 "° 11 �U OL�_j NEL CING (Ti I -DOUBLE OR TRIPLE HEADER � � O.C.. � EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 �� 2 EXP. ANCHORS 1 1 1 1 1 1 USEDPC INPANELS OR�� VER 25T N AREA 15 EMBEDDED HORIZONTALLY � 12 O.C.. INTERMEDIATE. „ (SEE ROOF PLAN) ROOF FRAMING (`1 EMBED.) 24 O.C. 1 1 , 1 , , IN THE MORTAR JOINT5 BETWEEN EVERY OTHER COURSE. PANEL - -HEADER TO STUD e 4 O.C.. EA, HEADER MEMBER, -STUD TO TOP OR BOTTOM PLATE : (2) l(od THRUDOUBLE 2 TOP PLATE � �DETAILUSE ILS L ��, REINFORCING 15 FORMED OF TWO PARALLEL WIRES, EITHER 1N%" O.C. USE WITH "THINLINE" SERIES GL5. BLK.) OR 2" O.C. (FOR USE W1 Q d � 2 2 3 4 5 ONLY WHEN PLT. OR (2) lid EA. SIDE TOE NAILED TD PLT. FULL LENGTH WALL STUDS D1 1/2"= 1'-0" "PREMIERE" SERIES GL5. BLK), W1 BUTT WELDED CRO55WIRE6 AT �4 -1/1&" (E'ER TABLE) NOTED 45 SHEAR WALL ON PLANS REGULAR INTERVALS. 4' AND 10' LENGTH5 AVAILABLE. 9 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. OSB, CIRIPPLED STUDS PC PANEL ANCHORS (MIDDLE); NAILED TO ROOF TRUSSES SPACED S 24 O.C. (MAX) WITHOUT 2X >C BLOCKING MIN. WALL AND HEADER REOUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO Q - 1 ROOF SHEATHING FOR TILE ROOF TO BE MIN, 19/32 OSB -- HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. F � 1/2" CDX PLYWOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF ROOF PL'A'N TRU55 SPACED s 24" O.C. (MAX) WITHOUT BLOCKING. MID WALL BLOCKS CONT, 11, FLOOR SHEATHING TO BE MIN. 23/32" PL"'rWOOD NAILED I" O.C. W/ p 5118 6 EA. SIDE #g RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRUSSES TO BE END BLOCKED 6 BEARING LOCATIONS 2X BLOCKING AS REQUIRED 13, TRU55 BRACING PER TRUSS MANUFACTURE'S DRAWINGS.-7,z—HEADER STUDS 14. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY 1 - - - -IT - - - - 71- - - - (f'ER TABLE) SILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE 5PH4,ro OR S PRE55URE TREATED.7YP FRAM INC POR OP'NG5 EA. STUD FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 'DSTRIPS, PANEL ANCHORS ARE AVAIL. IN 13%." WIDTHS X 24" LENGTHS. � PC EXPANSION STRIPS (BOTTOM): . MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND z7 THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE s GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT , FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, ®- PC EXPANSION STRIPS ARE AVAILABLE 34 THICi< X 4" Wl»E X 24" LONG. FOR PANEL ANCHOR CON5TRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3 WIDTH, FOR 318" "PREMIERE" SERIES BLK., 3: AND TO 21/4 WIDTH, FOR 31%" "THINLINE" SERIES BLOCiG. 455 5LOC< F,)ETAIL 1(o. 2000 PSF MINIMUM SOIL BEARING CAPACITY u � i rr ,ri u�u ur o iii "n!�rr�rr ��o ,° ix I, I UI IllllF!LI_ I I III MAXIMUM HEADER SPAN (ft.) 3' 6' 9' 1 12' 1 15' I 18' NUMBER OF HEADER 5TUD5 SUPPORTING END OF HEADER 0� 1 1 2 2 2 2 �U OL�_j d NUMBER OF FULL-LENGTH STUDS EACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10' 2 2 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 'DSTRIPS, PANEL ANCHORS ARE AVAIL. IN 13%." WIDTHS X 24" LENGTHS. � PC EXPANSION STRIPS (BOTTOM): . MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND z7 THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE s GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT , FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, ®- PC EXPANSION STRIPS ARE AVAILABLE 34 THICi< X 4" Wl»E X 24" LONG. FOR PANEL ANCHOR CON5TRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3 WIDTH, FOR 318" "PREMIERE" SERIES BLK., 3: AND TO 21/4 WIDTH, FOR 31%" "THINLINE" SERIES BLOCiG. 455 5LOC< F,)ETAIL 1(o. 2000 PSF MINIMUM SOIL BEARING CAPACITY u � i rr ,ri u�u ur o iii "n!�rr�rr ��o ,° ix I, I UI IllllF!LI_ I I III 911 RECESS SLAB gl� NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS. OTHERWISE NOTED, OTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE EXP. JOINT FOR 5GD DOOR F,1=_ (2)#5 KEBABS __ A VSHALL CONFC."�RM TO ,45TH F.) 3161 C MODIFIED TO 140 MPH) OR M -DC PA NOTED, SHALL CONFORM TO ASTM D 3161 MODIFIED TO 140 MPH ) ,T � __....-i�IES _ — X z -� d) 101-95. THE FRC REQUIRES BASE AND CAP FLASHING. OR M-�DC PA 101-95. THE FRC REQUIRES BASE AND CAP FLASHING. z -q SHINGLES OVER BUILDING 5HINGLE5 OVER BUILDING PAPER OVER 1/16 055. PAPER OVER '1/16 058. ;t SHEATHING SHEATHING PREMANUFACTURED INSULATION PREMANUFACTUREp INSULATION BAFFLE BETWEEN EA. TRUSS BAFFLE 5ETWEEN EA. TRUSS �► 11_411 C2)#5 REBARS 1'-411 4" (2)05 REBARS 1 _g REB,4R5 4 w EA. TRUSS W1 UPLIFT 4 EA. TRUSS UJ/ UPL (FT 1 g i� 1'-41' 41t 22 II 11 OF 18101* OR, LESS OF 18100 OR LESS D2 D2 D2 DZ X2 e EA. TRUSS W1 UPLIFT /4 " RECESS 15 ` 1/2 11 RECESS FOR 4 /a II REC 55 SLAB 4 5ETWEEN 1811# 4 3620# 4 X2 a EA. TRUSS W1 UPLIFT 5ETWEEN,,1811# 4 3620# REVISOo1us 6v —11/21 FOR OUT-5WG. = GAR. DR. a FOR DOOR SEE ROOF PLAN Q� DRS. ONLY \� (1)# 5 RE53AR X _ SEE ROOF PLAN o 0 04-13-12 Dc opo c ---- _ _ _ �- `"\� r•_ - _ _ b ALUMINUM ��\ ALUMINUM cv 1.11.. DRIP EDGE �� DRIP EDGE `�i .cel 1 1 INSULATION LID, INSULATION z , , ( SEE PLAN FOR TYPE) ( SEE FLAN FOR TYFE) � d 1/ 11 SAG RESISTANT '/ "Lu 2 II (2)#5 REBARS 10 DONT. 16"X8" FTG. I� I KEBABS 1u 11 a a SAG RESISTANT 0 D2 1 - D2 W1 2 #50 REBAR. J i• i (2)#5 X a OR 5/s G`4'P. BOARp a OR '/s" G- 'P. 50ARD #3 TIE - - - - KEBABS • FRAMING FLACED PERP. TO CLG. • PLACED PERP, TO CL FRAMING EXF'. JOINT% 1� BARS 11� { 11 411 2X6 5U5 FASCIA 2X6 5U5 FASCIA CS (2)*S REBARS D2 12" O.C. , 11 11 g IL II /a GYP. BD, ON 1X2 '/Z " CWP. ESD. ON 111X211 , t F.F= - - - P.T. FURRING W/ ALFOIL � = VARIES P.T. FURRING UJ/ ALFOIL � � z X _ (1)# 5 REBAR IN5UL. BETWEEN INSUL. BETWEEN u � VENTED ALUM. SOFFIT VENTED ALUM. SOFFIT ) z �p N • — — b 111X6 P.T. HEAP 1"XIC�" P.T. HEAD - 44 U o co i _ _ . _ 8"X8" CONC. KNOCK- LEDGER 8 BEYOND 811X8" CONC, KNOCK- LEDGER 8" BEYOND � tom, z'� F • 11_411 `- OUT BLOCK REINFORCED OPENING EACH SIDE OUT BLOCK REINFORCED OPENING EACH SIDE m p C 14 .. 11 (2 )#5 RE 8,485 UJ CONG. (1) #5 REBAR W1 CONC. 4 (1) #54> REBAR Q) 3 1 -4 it 811 411 CONTINUOUS CONT!'INUOUS �' cr y D2 DZ 18 1 11 (2/#5 REBARS 24 x D2 1 -4 4 D2 8"XS" CONC. BLOCK QIIX fl ~ � Q W ire SEE FLR. PLAN FOR V 8 CONC. BLOCK SEE FLR. FLAN FOR — RECESS FOi� 8" BLOCK REINFORCED GARAGE GLG. SPECS. BLOCK REINFORCED GARAGE CLG. SPECS. \� SL -GL -DR- Zo- (3) # 5 REBARS F.P. _ N cn m o VARIES W/ GONC. W/ GONC. Lu X PRE CAST LINTEL PRE CAST L INTE 0 - - ' Q o _ r. i Li 14 W UL Z '13 t— cf) REBAR5 DZ W _ ; I ; (2)#5 Q (Y- z (� p� REBARS � ALUM. WINDOW (REFER TO ---'Z O ALUM. WINDOW (REFER TO 0 GARAGE �I � 1 � - I (2)#5 X FLOOR PLAN 4 ELEV. FOR -.t � FLOOR PLAN 4 ELEV. FOR � 1] O WALL % �•_ _ - KEBABS tu u- 5- � `� (1)#5 KEBABS VARIES # DESIGNATIONS) w DESIGNATIONS) w Q m 4" (1)# 5 REBAR I " -- I18 BARSF c3 TIE in 1U - D2 e 12" O.C. 1-411 411 Xz- 511"o nc) KA CONC. FILLED CAVITIES EACH p SIDE OF DRAIN PIPE 4 CAVITY -1 13 411 8" WHERE DRAIN PIPE PASSES PRE (CAST GOING. SILL PRE (CAST CONC. SILL Q) z p2 8 4 DZ THRU CONIC. BLOCK STEM GONG. TO SPECS. 8 X8 X16 CONIC. 53LOCK 8X8 X16 CONC. BLOCK WALL (REFER TO EXTERIOR (REFER TO EXTERIOR 211 6 0 (2�'S KEBABS a br ELEV. FOR WALL FIN.) MARBLE STOOL ELEV. FOR WALL FIN.) MARBLE STOOL � � Q ]GRADE °� u- Q z 0 4" PVC. PLUMB. DRAIN FIFE- 1U IPE 1U THRU STEM WALL BLOCK • N " - o p _' ALTERNATE 5IRICK 1,211 GYP. BD. ON 111X2 ALTERNATE BRICK i s 11 GYP. BD, ON 1"X2" w a - VENEER _ _, P.T. FURRING W1 ALFOIL VENEER _ _ `' P.T. FURRING W/ ALFOIL 0 ' ct) 11 } S.E.MTL. WALL 'TIES ; , ,- ,' INSUL. BETUJEEN S.E.MTL. UJALL TIES '� ; ;, ,� INSUL. BETIUEEN � 4 II 1 I_�" � �� 16 �, u n 1� � 1, n 3 c� 11_0" 411 � —� MAX o PVC 16 O.C. VERT, 4 1611O.C. '�`_� 16 O.C. VERT. 4 16 O.C. CONC. FTG. REINF. W/ (2) SLEEVE HORN. �-_ = - HORIZ. -�= 8 14 (2)#5 REIl3AR > #5 RE5AR5 CONT. WOOD BASE ; ` WOOD BASE D2 D2 #5* ROD 'a E,4,. DO.UNPOUR 1 ' #5* ROD e EA. DOWNPOUR ; 1 ' IF: N /4 R C MIN. 3011 LAP 1 ` I FINISH FLOOR MIN. 30" LAP 0 � g�/a �� RECESS SLAB � �, ; � 1 FINISH FLOOR.. FOR OUT-5WG. PROVIDE INSPECTION PROVIDE INSPECTION 1/2 DRS. ONLY FOR Gr4R. DOOR }tel ' I P Ti 4RU COT �N. PORTS � EA. �/ERT_ � � = _ � , PORTS '� EA. VERT. � � _ _ � � _ � - - IT x D2 � TAIL. 3/8° = 1' -0 FOUR = = � POUR � FIJI x m\ — q 2 I I L] _ i — — I v j/�/�����j lug— L i — - f — D Q Ca_ c� C2) #5� REF3AR BENT TO ARCH _ � I a GRADEno N c) N L__ 6 MIL POLYERTHYLENE fill Q s _ `� AROUND SLEEVE, 30" LAP MIN. GR'a`� - ' 1 U) • — _- `.,' BOTH SIDES _ _ = � VAF''Ofi� BARRIER 6" z 0 � � z , o � o �� d o a ..� � �. I I LAPPED AND TAPED ® o L- L � --_-1 I_1 16 11 _41. 411 (25 KEBABS 1rJ 11 (2 )#5 REBARS CONC. TO SPECS. I - - - i JOINTS. cv `� ; d D2 D2 1 -4 4 L — - _ #5 DOWELS SEE Q I Q) Z�- f--- `� 6" MAX 0 FVC _ _�{. —y I FOUND: FOR LOCATION L - - - .---.----_.___� � _�,. E � ° ° d ° d V L L--- 1 II O — SLEEVE GRADE - - - � v EXTEND FTG. X411 FOR � CONC. FTG. REINFORCED � I� _ - 11 no BRICK VENEER (2)#5 RE5AR5 DONT.- 5E �� 4 PVC. PLUMB. DRAIN PIPE I I �9 EXTEND FTG. 4 FOR w THRU STEM WALL BLOCK o `y � BRICK VENEER i a cn FOUNDATION PLAN o — _ �— 1 • • cD DATE 10 -LD1 -m5 a N 1 a 6 MIL POLYERTHYLENE 1 I I CONC. FTG. RE INF. W1 (2) 1 -0 4 w LL(2)#5 KEBABS --- v &. SCALE AS NOTED ' ' 1 11 11 CONC, FTG, RE INFORCED W1 LAPE'EDBAND 1 APED (L 0 #5 REBARS CONT. 411 z © � I (2 5 Q (2)"S KEBABS CONT. JOINTS, DRAWN MNr- REBARS �1 > LoMo m � -+�� 7if= I CAL WALL CT I O 7'' ' I CAL WALL T I � �o� #3 TIE wEM UJA I FOOT ZA%UJI 0- SHEET 16 BARS /11-4" 411 (2�5 PSP �TI-4� FOOTING; A �� ��I��I� ����I a.Ro D2 D2 s 12 t1 O.C. KEBABS 11 _ 1 1 D2 3/4 - 1 -0 D2 3/411= 1' _011 0 II — 1 II DETAIL 3/S - 1 -0 O Ior SHEETS a ui iii oriir r rrii 111 riir- _ T'1'PIGAL UJOOD ---ROOF DECKING106 NAIL5 4 O.C. lo) LOOKOUT 24" O.G. ROOF DECKING � •4 ROOF DECKING (12" MAX. )HANG 2X4 BRACING 24" O.C.FRAMED UALL Y ICAL OVER 106 NAILS 'a 4" O.C. EXT. SHEATHING TO STOP ABOVE CMU T'1'PIGAL OVERHANG (2) 106 'a EA. PER PLAN PRE ENG. WF-) 5G I SSOR X16 " MAX. TRUSSES 24" O.C. -111( . END " DSSSNEATNINC _ PRE ENG. UJD. SC 155OR 12 " MAX. ( 2) 10d EA. END EXTERIOR FIN. TO SPECS. TRUSSES s 24" O.C. ATTACH CROSS R CIN TEXT, FINISH ON CENTER POINT OF DEEP l4) 10d TOE N,AILEp W/ 4-12dNAIL6 3 .C. PAPER BACKED LATH SCREED TO ESE i BELODU T.O.M. FIRE ENG, GABLE END TRUSS 2X4 X -BRACING EA. TRU55 TO 2X8 s 8' O,C. TD E ENG. ILD. S 50 FASTENER PER TRUSS (2) 10d e EA. BOTTOM CHORD 3RD. TRUSS 1N TR 5E5 2 " 0.0 ( 4) 106 TOE NAILED ENG, 2X4 DIAPHRAGM FRAMING EA. 2X8 VERS`. TO TOP PLATE ROOF DECKING � EXTERIOR FIN. -1/ D . SH THING e 48" O.C. IN FIRST FOUR C4) ) FRAMING 5PACE5 ONLY WHEN VAPOR BARRIER TO PASS -- 2X8 TOP PLATE TO SPECS. N IN FRONT OF WEEP SCREED SET SACK P E G A E END TRU55 0 7/1011 055, SHEATHING � EA. TRU55 JAC<5 SPAN 4'-0" OR GREATER GABLE �1�s" UJ/ �� 0 ° (2) d EA. OT CHORD 0 M©ISTURE BARRIER AND 2X8 VERT. a 24" O.G. 4 TEXT, CEMENT BOND SNEAK PER (4) 10d TOE NAILED FINISH. FLUSH 2X4 DIAPHRAGM FR IN 0T+ EDITION 2,x17 R -(03.-i 2X8 P.T. SOLE PLATE G'r'.3E. (SEE STRUC. NOTES GABLE UJ/ e 48" O.C. IN FIRST FO (4) UJEEP SCREED -PER 1/2"0 ANCHOR' BOLT UJ/ 2" FOR NAILING PATTERN) SIDING FINISH FRAMING SPACES- NAILE d W,45HER 'a 32'" O.C. TO TOP OF SOT M CIHORD roTH EDITION 201 - i PREFER TO Q1 �-- *S REBAR IN FOUiREp DETAIL A/D3 R `iO3.-f.2.1 '� KNOCK OUT PRE ENG. END ° CONC. FILLED LINTEL BLOCK JACKS 24" D.C. UJ/ 1 05 REBAIR FOR FLASHING 8 -0 MAX. CONC. BLOCK WALL REQ. TYPICAL CMU WALL A _L D 106 NAILS s, Cz`1�P.3D. (SEE STRUG. NOTES 3-3 4 O.C. �'� FOR NAILING PATTERN) D3 ATTACH CRO55 BRACING z CONCRETE --ROOF DIECKING UJ/ 4-126NAIL5 3" O.C. � BLOCK WALL 2X8 P.T. SOLE ELATE A � I I ( PRE ENG. I.UD. SCISSOR PRE -ENCS. WOOD TRU66E6 EN 1/2 "0 ANCHOR BOLT UJ/ 2" TRUSSES @ 24" O.G. 24 O.C. G-1 W,45HER e 32" O.C. D3 C2) 106 NAILS 3 CONC. FILLED LINTEL BLOCK iz_ TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +— 1/419 W1 1 #5 REBAR `� 1" EDGE-_� 1 1/2" EDGE] 2 1/211 EDGE 45 24" O.C. 2X4 LOOKOUT 's 24" O.C. ROOF DECKING Q) 7rT NL...TYPICAL OVERHANG 2X4 BRACING 'x 24" O.C. N . 12" MAX.) 10d NAIL5 '5) 4" O.G. f 10dX3"C --- SHIM UNDER TRUSS COMMON Zl�! x x S"X8"X1G " GONG. LINTEL 2X4 BLOCKING 24" O.C. Lu 1 1/2" �, = DBL. 2X8 TOP PLATE 15LOCK CONT. POUR (STAGGERED) Q 1/2" � 2 1/ 7/16" 05 3. SHEATHING W1 I *l REBAR CONT. FRS SES .e 2 S ISSO N 1OdX3"commo2X8 VENT. 24" O.G. CONC. BLOCK WALL 4 EA. 2X4 10 E x77x 7BELOUJ EA. TRUSS 12" MAX. EI AMINE N COMMON Z Z _LA -4 TA I 2X4 X -BRACING Q 4 5T F (4) Z OPP. SIDE 0 81 EA. 2X8 VERT. 3 AMING SPACE - ILED �. 8' D.C. TO TO TOP OF BOTTOM C RD 3RD. TRUSS IN _ cn 2X8 P.T. SOLE PLATE COMMON(l) 1/2 "� ANCHOR BOLT UJ/ 2" ROOF DECKING (2) 106 ,v END _QL. x OPP. SIDE a WASHER e 32" O.C. OF BLOCKING ct� PRE ENCS. WD. SC (SSOR Q) 0 S REBAR IN POURED TRUSSES e 24 O.C. 2) 106 s NAILS e 12" O.C. (2)2X4's (2)2X6's (2)W's KNOCK OUT xor ATTACH CROSS BRACING � 2X UIL.T-UP 5%U) I UJ/ 4-12dNAIL5 3" O.G. B ��L-CMN �T•��L=� C�-� C2) 10d � NAIL5 � EA. —1/1&" 065. SHEATNING s. 1�,2"=1'-td D3 END OF BLOCKING DETAIREFER_L A/D3 TNRU �30TTOM CHORD 2X4 VERT. a 24" O.C. BOTTOM CHORD OF TRUSS FOR FL,A5HING o (4) 106 NAILS s EA. REQ.. 2X8 PLATE G_2 BLOCKING TO PLATE 2X(o P.T. SOLE PLATE u 2X8 CRIPPLES D3 10d NAILS ..:, -1/2"0 ,ANCHOR BOLT UJ/ 2" NQ) Q) 2X4 5LOC<ING e 24" O.C. 4.. O.C. WASHER e 32" O.C. o'er (2) 2Xro HDR. -UP TO 6'6 (2) 2X8 HDR. -FROM (o'7 TO 10' '''- 2X8 P.T. SOLE PLATE FILLED LINTEL BLK. 11— UJ/ 1 REBAR Q) -I/I�" OSB. SHEATHING 4S EA. SIDE--CONC. BLOCK WALL -�'"`� 2X8 VERT. a 24 O.C. -2 I �4 2X8'5 0 24" O.C.---____ (4) 10d TOE NAILED 3 O --_ FLAT BOTTOM GA5LE END 2X8 SOLE FLT. = �, == � ; !' -----2X8 P.T. SOLE PLATE ROOF pECKINC� 2X4 LOOKOUT 24 O.C. U Q) TYPICAL OVERHANG 2X4 BRACING 'Q 24" O.G. 3 Cc 2X8 FULL- �; �� ° l 12" MAX.) 106 NAIL& e 4 O.C. LENGTH STUDS14 ° _I�� _--- -- ---_-,JL___- AL ENED o 2x8 HEADED � � - - - - - d � D3 � � =�____=_____=- a STUDS - -------- a FRE ENG. UJD. S 550 0 DOUBLE DOOR SINGLE DOOR WINDOW 1/2 "o ANCHOR 5OTTOM CHORD OF TRUSS 5,5E524° 0 FOR MULTIPLE WINDOWS AND BOLTS UJ/ 2" � ; 2X8 PLATE G-2 12" MAX, 2) 10� ,�� E Q, 2 DOORS U5E 2 TAF -'CONS PEI UJASNER 32" O.C. ; ' 2X8 CRIP1='LES D3 (5 1! ST-FA1'�IIN) 3 2X4 X -BRACING MING SPA( AILED Q UJINDC�UJ AT THE I-IE�4D AND 4 (2) 2X( IHDfi�. -UP TO (o'�(13 TAPCONS AT THE JAMB_ e S' O.C. TO TO TOP OF BOTTOM RD � r. BLOCKING 4 SHEATHING (2) 2X8 HDR. -FROM ro'� TO 10'0 BUCK ATTACHMENT DATA GLASS OPENING SET HDR. BEHIND TRUSS 3RD. TRUSS IN 5UCK5 SHALL BE 1x4 OR 2x8 PT AT WINDOWS OR 2x8 PT ATCHORD IF NECCESSAR,r _ _ B A L E ENID 5T18 e EA. 51D E 2) 10d � END ATTACH CR055 5RAG INC•s DOORS IN PINE OR 5PRUCE. AT WINDOWS, ATTACH SUCKS TO OF UJ/ 4-12dNAfLS 3" O.C. BLOCKING � BLOC< WITH COMMON T-NAIL5 AND PLACEMENT SIMILAR TO D3 2X8'S e 24" O.C. TAPCONS 5HOl.UN. AT DOOfiRS OR FIN WINDOW& IN BLOCK, ENTERLINE OF fiRIDGE LINE ADDfTIONAL 2x4 BLOCKING ' 2X4 BLOCKING- PARALLEL 2X8 SOLE PLT. i r i, W1 EACH 2X8 VERT. ATTACH 5UGK5 w/ 2 T -NAILS TOP ,AND BOTTOM AND 8 O.C_ UJ/ 2-126 NAILS EA. SIDE .. T STAGGERED IN THE FIELD. 2X5 FULL- .°°. ' a' i _ _ _ _ _ _ _ _ _ _ _; i •: •'., 2X8 5LOC<NG- BETWEEN LENGTH STUDS a •�. .. ;• . a b 4° REFER TO EACH 2X8 VERT. •' .° ..a DETAIL A/D3 106 NAIL5 'a 12" O.C. A, USE MIN. 21/4" T -NAIL5 w/ lx BUCK. USE MIN. 1%. x 3" TAPCONS 2 C8 HEADER - - -- - - - -------- ' cO w/ 2x BUK. START ALL END TAPCONS WITHIN �" OF PRE -ENGINEER ROOF ' r- _ �- 1 d:FOR FLASHING C STUDS : , �' ' REQ. i/1ro055. SHEATHING CORNER5 AND 30 ON CENTER MAXIMUM: I TRUSS TOP CHORD 2X8 VERT. 24" O.C. ` �o 1 OLTS W1 2 ,� • i iii i • , rPi C4) 106 TOE NAILED NOTE . IN GASES OF BLOCK OPENINGS LAIRGER THAN D00 FRA" LING: UJIASHER '� 32" O.C. '. ° 2X R ' 106 NAILS 8 P.T. SOLE PLATE ' a NC ATTACH 4" ,4RCONe AT 3" FROM IE D AND 12" O G. NUJ,ALL USING CB TA IL 4.. O.C. GLASS OPENING GONG. FILLED LINTEL 5L< THE CENTER. ATTACH TOP FRAMING TO HE,4DER U51NG 1/4" X 13%" 2 f D � D3 N.T.5. BLDCKiNG SHE HIND G-2 EW1 1 REAR TAPCON5 UJ/ ( 1) & FROM END TO END AND 12 O.C. IN THE, o CONC. BLOCK WALL u CENTER. D3 N.T.S. D3 SCISSOR GABLE ENE u O REVISIONS I BY 12-08-12 IDAL DRAWN MNF SH3=ET D� OF SH!^ET5