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HomeMy WebLinkAbout3924 Night Heron Dr (a) (3)-966 Vm A Rr F L O'n D A PAD SZE. 40' X 65' SHEET NDC X: 0000 COVER SHEET MQ o FOUNDAMN PLAN "A" 002AB FLOOR PLAN M�/n / ODn�rMENSONS "A" 03AB FLOOR PLAN �In / NOTES "A" 04A EXTER. ELEVAMN "A"— FRONT & REAR 005A EXTER. CLC VAMN "Q"® LEFT o RGHT 06 CROSS SECTM / ME OR ELEVAMNS 07AB ELECTMAL PLAN 00A TRUSS LAYOUT "An 09AB PRE—CAST LAN` EL LAYOUT- "Q' 10 TYMCQL DE TAdLS 11 TYMCAL DETAA LS DI °11 YMCQL STRUCTURAL DD L TAQLS D2 Y OCQL STRUCTURAL DC TAU D3 TYMCQL STRUCTURAL DE TAaLS RECORD COPY REVIEWED PON CODE COMPLIANCE `� — PLANS EXAMINER � . DATE - AIVFC)F:0_F QtWINC DiUISION 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 OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #18 741 ,. REV ON SCHEDULE NO, DATE L>E5CIRIPTION Ai 12/22/11 UFDATE TO 2017 CODE 1„Iw v d ,v '� W -CA Q) F u w 0Q) 0 Q o� _j r C -x-. In' InI KY L� L c(j � N Q) z 3 (0 Q) x tum U Q �o o ' z � , � s w� w -� 0 0® z s m O w h �C r U QD 0 3 c6 Q w ®> U QD wUj�' N �3 lu C, �® z 3 �® Q� F: h Q) h Q s LU -� u W LL C Q N N w N h � o, � o V tit Qr u- c 0 O w- TO SUIT EaUIP. FURN (--4" TYP. SIDES /- CONDEN50R UNIT SHT, ANGLE BRACKETS OR 2" UJIDE 202a QALY. STEEL STRAPS PAD 45OVE BASE FLOOD ELEVATION 4" THICK GONG. PAD - 5EE PLAN FOR UNIT LOCATION a REFRIGER,4NT PIPING - TO AIR HANDLING UNIT CONNECT TO UNIT UJ/ #14 SHEET METAL 5CREUJ5 UJ/ GA5KETED W,45HER5 4 CONNECT TO PAD UJ/ 114 "X1 114" TAPGON SCREW OR Sia" BOLT. 5EE TA5LE FOR QT1'. PER 51DE, ANCHOR 5FACING TABLE LENGTH / 51DE NO. OF ANCHOR/SIDES LE55 THAN 12" ONE / SIDE 12" - 24" TWO / 51DE 24" - 36" THREE / SIDE 3(v" OF & Mons 4 UP IFOUR / 51DE ♦ ` rlP)w"-- FOUNDATION NOTES 1, CONTRACTOR VERIFY ALL DIMENSIONS ON JOB SITE, 2. E] DENOTES FILL CELL REINF. UJ/ GONG, UJ/ (1) '*5� REBAR. GRADE (oO 3. ■ DENOTES FILL CELL REINF, W/ CONC. UJ/ (2) #50 REBAR, GRADE 60 4, DO NOT SCALE PRINTS! CONSTRUCTION TO 5E FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO 5E REPORTED PROMPTLY TO SUPER- VISOR FOR CLARIFICATION, 5, WATER NEATER T 4 P RELIEF VALVE SHALL 5E FULL SIZE TO EXTERIOR. WATER HEATS AT OR 45OVE FLOOR LEVEL SHALL 5E IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AP=PROVED THERMAL EXPANSION DEVICE. �. DENOTES FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK WITH roX(o 10/10 GAUGE REINFORCING MAT, WITH MIN. 1" COVER. TERMITE TREATED SOIL WITH .00(omm (0 mil) POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. WWF SHALL 5E PLACED IN MIDDLE TO UPPER THIRD OF SLAB AND SUPPORTED ON APPROVED SLAB BOLSTERS. *FBER MESH REINFORCEMENT MAY BE USED AS ALTERNATIVE TO WIRE MESH. -f. PAVERS MAY 5E USED ILO CONCRETE 5L,455 IN PATIO, PORCH, DRIVE AND WALKWAY AREAS. DELETE 6LA3 IN AREAS PAVER5 ARE USED, 8. ANDARD FOOT I D2 NOT USED L _ - � NATE F G J. MECHANICAL EQUIP. LOCATIONS WILL 5E DETEiRMINED 5Y COMMUNITY AND COUNTY CODES. 10, IN LIEU OF TREATING THE SOIL, AN ALTERNATIVE TO TERMITE TREATED SOIL CAN 5E TERMICIDE. 11, BORA-CARE TO BE APPLIED ON INTEi;;�IOR WALLS IAUJ MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS, PURSUANT TO C1 -x.482 FLORDA 5UILDING CODE. 1/4"=1'-O" (22X34) ,Q) V W o for o w Q� Q �U Q�E _0 Q) N MT ME N Q) Lu M N (Y- -� w u� d �Dr Lu q w :;Dm q o Q-® Q) ::3 0 '� ca � q Q) f 0 0 LL Lu pLuoQ) Lu tu c� Q �® z Q �F= q SII, Q) jr 4 ®m Q) uiq w Ll N N i- N � � o � � 0 401-011 221-011-}I_"I 11 70, _0 01 5'-13/411 15'-11/41 1'-4" Q) REMONS BY X m UJIa �--7, ----------- -.-I , cj F i------------- LANAI b �7 M. X R- 1 I 9 4 CLCx.��-CM TRAi CLCD. 1 o 0 0 0 03 I 14 _� 3'-513/4"1 21 []�/4 .1 Lop 3'-1S!✓�° 21_411 II-2' Q ®c� N. EEE9 LU ❑ m I _ � - - Er- �' N FAM IL`I 9'4 CLC i 9'4 i =� 9'4 CLCD. It � X — L-+ = X 0 - N s ' = X ° N 10 �_ -- --� Q) 9'4 CLCD.X I " „ cv 111_^X�/II 21.111 ' - - lopQ) nL11 El FMWMNNM-" Fill 9'4 CLCD.r Cj CAPE d `� 9'4 CLG, Q om, 11XX o 3-5j/411 SI_oil LO,'G�/411 10'- V4 1 3 1 - I Y411 4' - I O 2II Q — (p _( X� Q cA a Z \ --- 31 911 =X - 0 b a o a 4'-10J/411 101-7/411 Ob m I� o E3 F-, 2 9'4 CLCD. I o 9'4 CLCD. 94CLCx.I Q) - El I F 141 X. I � on— I- o o11 �• 411 1 I 11 w - 10'-i" 3'-1%411 31_ 11 4 5'-5y3'-� 9 CLC�.10'-/-�/11 J 11 4 11 10 HO X— El QD CID T,45ULATION ° _ III z _ ` 9'4 CLCD. TOTAL LIVING---------------- 1,9(o(o 5F. _ += 0 H E Q) C;;ARAGE-------------------- 393 SF. w ENTR''r' PORCH -------------- 90 5F. _ I � � � � u Q) 0 LANAI- ---------- - - - - -- - -- 104 5F. TOTAL UNDER ROOF 2,553 SF. El lu 9'4 CLCD. �, � `�" 3 X -° 14'-111 fli A A @ Q GENERAL NOTES o NT. PC lo 0 o a o 12'S CLG. o s 1. CONTRACTOR TO VERIFY ALL 51-411 _/SII il'�4�' -�" DIMEN51ON5 ON JOB SITE. ❑ - _ X 0 QJ 2. DO NOT SCALE PRINTS! CONSTRUCTION _ '- TOE FROM CALCULATED DIMENSIONS _ _ _ _ _- - -- _ __ _ _ _ - _ r _ _ - _ Q� ONLY. ANY DISCREPANCIES Oi�' ERRORS o o_._.---_.-------__-_--o o❑o ____._.. __.-_ ❑ o Q) TO SE REPORTED PROMPTLY TO �� SUPERV15OR FOR CLARIFICATION. 11_ 11 1,_4,1 z u 3. ,4LL INTERIOR FRAME WALL DIMEN51ON5 1-S" leo'-0" '-8"'-4 5'-4" N a lA- c TO 5E 31/2 II UNLESS NOTED OTHERLISE. Q 71 tu 191-411 01 4 13'-511 I'-o" 4, ALL EXTERIOR SL.00IG WALL DIMENSIONS i II 401-011 - � N TO 5F i /2 UNLESS NOTED OTHERW15E. 73 5. PULL ALL DIMENSIONS FROM THE u ��ce REAR OF PLAN.n n FLOOR FLAN UJ/ E)��-IEN510NS A o02AB0.0 1/8 =1'-0" (11X1-1) 1/4"=1'-0" (22X34 N u on � S n.z� ISN W 5 � ^ O cV aw�n�5� w �a V 1 d/ 0 0 oop 9 I� 0 Q DATE CD4-05-201 SCALE AS NOTED DRAUJN RDG JOB N/A SHEET OF 00 SHEETS LOAD INFORMATION NOTE : DOOR FRoM HOU5E To GARAGE MUST 5E PER &TH EDITION, 2017 FLORIDA 5UILDING SOLID WOOD DOORS NO LE55 1 3/83" 114W RESIDENTAIL CODE 8302.5.1 DEAD LOADS FLOOR: STRUCTURE ------------- 7 PSF CEILINGS -------------- 3 PSF MEGH/ELEG------------- 5 PSF PARTITIONS -------------- 5 PSF TOTAL ------------ 20 PSF ROOF: SHEATHING -------------- 5 PSF STRUCTURE ------------- 7 PSF CEILINGS -------------- 3 PSF 1IECH/ELEC -------------- 5 PSF TOTAL --------------- 20 PSF FLOOR LIVE LOADS RESIDENTIAL FLOOR: ------------40 P5F UNINHA51T,45LE ATTIC W I T�4OUT 5TOR,4C;E : ------------ 10 PSF UNINHA5IT45LE ATTIC W/LIMITED STORAGE: ------------ 20 PSF ROOMS OTHEfiR THAN SLEEPING ROOM: ------------40 PSF SLEEPING ROOM: ------------30 PSF STAIR LIVE LOAD: ---------------40 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (PSF) TRI5UTAR'�' LOADED AREA (5Q. FT.) FOR ANY STRUCTURAL MEMBER ROOF SLOPE 0-200 201-600 OVER (o00 0:12 < 4:12 20 1r 12 >_ 4:12 < 12:12 16 14 12 ? 12:12 12 12 12 LUIND N=OfRMATION PER &T�4 EDITION, 2017 FLORIDA 5UILDING RE5IDENTAIL CODE 1. 5,45IC WIND 5PEED:-----------140 MPH 2. WIND IMPORTANCE FACTOR: --------- N/A 3_ BUILDING CATEC;OR''i':--------------- 5 4. INTERNAL PRESSURE - - - - +/-.18 INCLUDED C®EFFICIENT: IN NOTE #5 5. COMPONENT / CLADDING - - - - - 5EE PLAN DE51GN WIND PRE55URE: + XXX DESIGN WIND PRE55URE IAW FLA XXX RESIDENTIAL CODE, 5ECTION R301 NOTE: DESIGN PRE55URE5 8A5E1) ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED, GENERAL NOTE& 1: PROVIDE REGE55 HOT 4 COLD WATER WITH DRAIN ia WA5HER SPACE. 2. VENT DRYER THRU ROOF. 3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE e REF. SPACE, 4. DO NOT SCALE PRINTSI CONSTRUCTION TO BE FIzOM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO 5E REPORTED PROMPTLY TO 5UPERvI5OR FOR CLARIFICATION, 5. MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED BY COMMUNIT'r' 5TAND,ARDS AND APPLICABLE COUNTY CODE5. lo. DENOTES CONC. 5LOCK WALL HGT. a 9'-4" A.F.F. DENOTES CONC. 5LOGK WALL a -IC T. e 12'-8" A.F.F. 7. REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS 8. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES 9, ANCHOR THE CONDENSER UNIT TO 5LA5 PER CODE: 1" i 307.3 + 1307.3.1 10. ALL INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERW15E: ALL INTER. SECOND FLOOR CE I L ING5 AT 9'=0" UNLE55 NOTED OTHERWISE. KNEE SPACE cy Cl) Q) 0 919 x I -f- \Q u 337 f 33.7 + 44.0 q4.0 SN25 SH25 li(o/0X7/0 OH.GR_DR. 124.01+ 24.5 - 12'-8" 5LOCK WALL HGT. FLOG PLAID UJ/ ICOTE5 11411 1/8" =1' -0 (11X17) 1/411=1'-O" (22X34) 6H25 12'-a" 5L OCK WALL HGT, RECESS. PLUM5. —DR'r'ER VENT NOTE: ALL INTERIOR DOORS ON THIS FLOOR TO BE: 6'-8" U.N.O. \/ERIFY WITH COLOR SHEET. "J I 'w 0; 0 � ro-c U 0 w Q)Q) �co Q 0� Q) ©® _j �r -0 -o N t� -6 Q1 o�S N a w U 0 �3 s� Q N �S Q o ®o z �� Q� c ci (Y - LL LL w 0 w C �E Z 3 ci < �:7) Z a ®C o _ Q) w ii (L 0 Q N N 0 o � -- no FIBERGLASS SHIN( 1111,31/'If 1211 12"X30" LOUV. VENT UJ/ 1X(o SMOOTH FIN, BAND <:2 TEXT. CEMENTITIOUS FIN. ON 4A DETAL METAL LATH OVER 1/1(o" OSB. SHEATHING EL. 12'-10" /PLT. NGT (22X34) EL. 12'-S" /BRG. HGT ALUM./VINYL SOFFI- "F'Y'PON BRACKET BKT14X14 OR EOUA 3[DETAIL 4,4 1/2"=1'-O" (11X1-1) 1" =1'-0" (22X34) EXTEfRi0fR F N 15H NOTE& I. LATH TO BE ATTACHED IALJ R103.1.1 OF THE &TH EDITION, FBGR, 2011 2. PLASTERING TO BE WITH PORTLAND CEMENT, INSTALLED IAUJ R-103.12 OF THE &TH EDITION, FBCR, 2011 3. LJEEP SCREED TO BE INSTALLED IAW R103.1.2.1 OF THE O TH EDITION, FBCR. 201-1 4. WATER RESISTANT BARRIER TO BE INSTALLED IALJ R-10313 OF THE &TH EDITION, FBCR, 2011 5. "ZIP SYSTEMS" WALL 5HEATI-ZING 1"1,4'' BE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR LUALLS, OL EL. 9'-4" /FLT. OL IX& SMOOTH FINISH 5 oL L. 0'-0" /FIN. TEXTURED GEMENTIT,_�.. FINISH � G —EL, g'-4" /FLT. H Y EL. a' -O' /HDR. HG' EL. 0'-0" /FIN. FUR. FF,,,ONT A T I O 11411 1/0"=P -O" (11X17) 1/4"=V-0" (22X34) r1Gr—=I\ /=NIrC c====l= -rte EL. 9'-4" /FLT, HGT. EL. a' -O" /HDR. HGT kCKETS TO DETAIL 3 4A X(o SMOOTH FIN 1 SH BAND EL. 0'-0 /FIN. FLR. REAR ELEVATION 1 /8" =1' -0" (11X10 1/4" =1' -0" (22X34) EL. 9'-4" /PLT. HGT. EL. S' -O" /HDR. HGT. Ir EXTURED CEMENTITIOUS FINISH EL. 0'-0" /FIN. FOR. 64 IV 1� w Q) oto Q) iL 0 o _j TI: ->3 N -O'E i -1 x -. Q) .� r S � 0® N-0 J C � U Q) iQ) ®Q}.) LU ,N Q) � N L � Q) Q) o� \. �u u Q s O L L. 9'-4" /PLT. HGT. r, EL a' -O" /HDR. HGT. OL EL. 0'-0" /FIN. FLR. OL EL. 'B'-4" /FLT, HGT. EL. V-0" /HDR. HGT. EL. 0'-0" /FIN. FLR. OFF -RIDGE ROOF VENT5 - REFER TO ATTIC, VENTILATION CALCULATION FOR VENT QUANTITY) �FIBERC=LASS SHINGLES f � � ii � ii ��� ° TEXTURED GEMENT I T IOUS ELEVATION FIN15H (11X1-1) 1/4"=V-0" (22X34) OFF -RIDGE ROOF VENT5 - REFER TO ATTIC VENTILATION CALCULATION FOR VENT QUANTITY) 12 LEFT L E VAT I ON 11411�,8," TEXTURED CEMENTITIOUS FINISH 1/8"=1'-O" (I1X11) I/4"=1'-0" (22X34) EXTERIOR FINISH NOT& I. LATH TO BE ATTACHED IAW R103.7.1 OF THE &TH EDITION; F5CR. 2011 2, PLA5TERING TO 5E WITH PORTLAND CEMENT, IN5TALLED IAW R-103.7.2 OF THE &TH EDITION, FBCR. 2011 3. WEEP 5CREED TO 5E IN5TALLED IAW 8103.7.2.1 OF THE &TH EDITION, F5CR, 2011 4, WATER RESISTANT 5ARRIER TO BE INSTALLED IAW R103.7.3 OF THE &TH EDITION, FBCR. 2017 5. "ZIF 5T'5TEMS" WALL SHEATHING MAT' 5E USED ,45 AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALL5. EL g'-4" /PLT. NGT. EL. S'-0" /HDR. HGT_ EL. 0'-0" /FIN. FLR. 19-11 r -- ..w. I EL. g'-4" /PLT. NGT. EL. 8'-0" /HDR. HGT. EL. 0'-0" /FIN. FLR. _0 u m'� w Q)Q) U) o Q �U 0 Q� 0� UL � 0 zF- fs) (U a N 'i - z3 Qxx S Q) I— Q� -Oro Q W U Q Q S- uj S Q ,jam o ®® Q S � CQ QCZ U4 L ~ 4s ry � 2 0 � � QLu w LU D Q� z qa � Q :I ®� J) o2s Q z S -01a z �U N N L n � n � � x �. 0 9 :01 KNEE 5P. /4" QTR. RND. 3/4" FINI5HED PL1''WOOD ( TTP.) FIBERGLA55 5HINGLE5 PRE -ENG. WE). TRU55E5 2411 O.C. R-30 INSULATION EL. 10'-8> � " /PLT. HGT. EL. 9'-4" /FLT. HGT. EL. S' -O" /HDR. HGT. EL. 0'-0" /FIN. FLR. 1'-4 v-51 NK 7m 17ol t 'I N 1 ("V /� AV. cfl 6—) o Q Eli"� = KNEE 5P. /4" QTR. RND. 3/4" FINI5HED PL1''WOOD ( TTP.) FIBERGLA55 5HINGLE5 PRE -ENG. WE). TRU55E5 2411 O.C. R-30 INSULATION EL. 10'-8> � " /PLT. HGT. EL. 9'-4" /FLT. HGT. EL. S' -O" /HDR. HGT. EL. 0'-0" /FIN. FLR. 1'-4 v-51 NK 7m 17ol 'I N 1 I , REF. I SP. I I I , KNEE 5P. /4" QTR. RND. 3/4" FINI5HED PL1''WOOD ( TTP.) FIBERGLA55 5HINGLE5 PRE -ENG. WE). TRU55E5 2411 O.C. R-30 INSULATION EL. 10'-8> � " /PLT. HGT. EL. 9'-4" /FLT. HGT. EL. S' -O" /HDR. HGT. EL. 0'-0" /FIN. FLR. 1'-4 v-51 NK H F N N 7m 17ol N ODD; H F N N N ODD; I , REF. I SP. I I I , < < A(;� A(;� INTEfRlCf;R ELEVAT�CNS I/8"=1'_O" C11XIU I/4"=P_0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. 5EE CABINET SHOP DRAWINCzS FOR FINAL VERIFICATION. 1/8 =1 N-0" (11X1'l) 1/,4"=11-0" (22X34) MECHANiCAL/GsENEfRAL NOTE5 PER (oTH ED, 2017 FLA SLD. CODE -RESIDENTIAL 1.) COMPLETE DUCT DESIGN W/ 51ZE5 & R -VALUE COMPLYING W/ THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION &10.1 ABC.l 2.) SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO THE MECHANICAL COMPONENTS TO ASSURE ADEQUATE ACCE55 FOR: A) CONSTRUCTION AND SEALING, AND B) SECTION M1601 PER THE FBCR 2011 6TH ED, 3.) AIR CONDITIONING SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS ISOLATED FROM THE RETURN AIR SHALL 15E PROVIDED WITH MEANS TO COMPLY WITH SECTION Ml(oO2 OF THE FBCR CODE 2011 &TH 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 RM5, LIVING RM5, PARLORS, LIBRARIES, BEDROOMS, DENS, CLOSETS, 5UNROOM5, RECREATION RMS, HALLWAYS OR SIMILAR AREAS SHALL BE PROTECTED BY A LISTED AFCI DEVICE OF THE COMBINATION TYPE. 5.)IAW NEC 2014- 406.12, ALL 15A AND 20,4,125V RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT, (o.) ALL OUTLETS IN 5ATHROOM5 AND LAUNDRY ROOM SHALL BE GFCI 7.) SMOKE ALARM5 SHALL BE IN ALL SLEEPING AREAS, SHALL 15E INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK & SHALL BE 3' FROM THE SUPPLY OR RETURN AIR- 5TREAM 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 R314A, MODEL# TO BE USED ON THIS JOB TO BE: BRK; SMOKE 91206, C/O- SC9120B KIDDE: SMOKE -21007581, C/O 21006377-N S.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION 15 MINIMUM 18" ABOVE GARAGE FLOOR UNLESS WATER HEATER 15 LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT, IAW FBCR 2011, &TH ED. P2a01.7 9.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION 15 MINIMUM la" ABOVE GARAGE FLOOR UNLESS IT IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. fAW FBCR 2017, &TH ED. 10.) THE TOTAL LENGTH OF VENTING FOR DRYER TO BE: 5'-0° MAXIMUM 11.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 200AMP WP. #4/0 ALUM. S.EJR. BREAKER 20OA-MAIN STREAKER �=- N1 INSIDE PANEL METER # s iRMX TO IRNG. # 10/3 TO i)RYEiR 10/2 TO W/H 5ECONDAfiRY A/C 4 A/1N T.S.D. FEED SY # 14 FOR L IGHT UT I L I Ti CO. ,4ND PI.UR INTERIOR PANEL _ INTEiR5'T STEM BOND INCA TERMINATION SOND 04 BARE COOPER IJARE TO FOUNDATION STEEL AS PE1R 2014 N.E.C. 250.52(3) ELECTRICAL RISER D1,4GR,41u1 NOTE: N.T.5, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPL'' LU/ APPLICABLE PROV1510N5 OF THE NATIONAL ELEC. CODE 250.52(AXU TO (w), LOCAL GODES, AND THE LOCAL POLDER COMPAN"T . 2014 NEC 250.2 (4)(3) (3) Concrete -Encased Electrode. A concrete -encased electrode shall consist of at least 6.0 m (20 Ft) of either (1) or (2): (U One or more bare or zinc galvanized or other electrically conductive coated steel reinforcing bars or rods of Not less than 13 mm (X2 in.) in diameter, installed in one continuous ro.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 6.0 m (20 ft) or greater lengthi or (2) Bare copper conductor not smaller than 4 AWG Metallic components shall be encased by at least 50 mm (2 in.) of concrete and shall be located horizontally within that portion of 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. CROP 5-101) -ELECTf;R1C4L PLAN 1/511=1'-O" l 11X17) 1/4" =1' -0" ('22X34) VERIFY I /-,% /- GPI " n,-.,-, METER U) �N W 0 W�Q) � 0 �VIP no Tt: IL Q o �Q) Q) F':3 Q� Q) -CQ) u -0K N � LU M� Q� LU U � �0 z lu LU (Y- T LU o � 0 00 z LQ) :3 0 �, m U �0 w w o> L LLI o- C Q) Q) L @ -C Q SII. Q) z F- 0� Q) ill Z L- O \ ) W W z �U D � � (L II ELECTfRICAL LEGEND 0 SINGLE POLE SWITCH FI OUTLET, TV/CABLE 3 THREE WA1' SWITCH 4 OUTLET, PHONE OUTLET 110-115 of INTERCOM OUT, 110-115, SPLIT WIRD ® CHIt 1E5 OUT, 110-115, W/ U55 SMOKE DETECTOR OUT, 110-115, CLG. MOUNT. cM CARBON MONOXIDE ® OUT. 110-115, FL -R. MOUNT. EH PUSH BUTTON ® SPCL. fi URPOSE 220-240 G EXHAUST FAN LIGHT FIXT., CLG. MTD. EX. FAN/LIGHT COMBO LIGHT FIXT., WALL MTD.OO DISPOSAL ® LIGHT FIXT., RECESSED ® ELECTRICAL PANEL ® LIGHT FIXT., REC. ADJUST. ® ICEILING FAN, PREWIRE LIGHT FIXT., PULL CHAIN f -F-1 ICEILING FAN, INSTALL =0==C LIGHT FIXT.,FLUORESCENT QJ ELECT. JUNCTION 5OX LIGHT FIXT., EXT. FLOODS ® THERMOSTAT EXIT LIGHT FIXT., EMERG. EXIT ® DISCONNECT SWITCH �---� LIGHT FIXT., EXIT/5AC<Uf=l ELEC. POLDER METER r 200AMP WP. #4/0 ALUM. S.EJR. BREAKER 20OA-MAIN STREAKER �=- N1 INSIDE PANEL METER # s iRMX TO IRNG. # 10/3 TO i)RYEiR 10/2 TO W/H 5ECONDAfiRY A/C 4 A/1N T.S.D. FEED SY # 14 FOR L IGHT UT I L I Ti CO. ,4ND PI.UR INTERIOR PANEL _ INTEiR5'T STEM BOND INCA TERMINATION SOND 04 BARE COOPER IJARE TO FOUNDATION STEEL AS PE1R 2014 N.E.C. 250.52(3) ELECTRICAL RISER D1,4GR,41u1 NOTE: N.T.5, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPL'' LU/ APPLICABLE PROV1510N5 OF THE NATIONAL ELEC. CODE 250.52(AXU TO (w), LOCAL GODES, AND THE LOCAL POLDER COMPAN"T . 2014 NEC 250.2 (4)(3) (3) Concrete -Encased Electrode. A concrete -encased electrode shall consist of at least 6.0 m (20 Ft) of either (1) or (2): (U One or more bare or zinc galvanized or other electrically conductive coated steel reinforcing bars or rods of Not less than 13 mm (X2 in.) in diameter, installed in one continuous ro.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 6.0 m (20 ft) or greater lengthi or (2) Bare copper conductor not smaller than 4 AWG Metallic components shall be encased by at least 50 mm (2 in.) of concrete and shall be located horizontally within that portion of 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. CROP 5-101) -ELECTf;R1C4L PLAN 1/511=1'-O" l 11X17) 1/4" =1' -0" ('22X34) VERIFY I /-,% /- GPI " n,-.,-, METER U) �N W 0 W�Q) � 0 �VIP no Tt: IL Q o �Q) Q) F':3 Q� Q) -CQ) u -0K N � LU M� Q� LU U � �0 z lu LU (Y- T LU o � 0 00 z LQ) :3 0 �, m U �0 w w o> L LLI o- C Q) Q) L @ -C Q SII. Q) z F- 0� Q) ill Z L- O \ ) W W z �U D � � (L II e 12 " O.C. 1X4 P.T. - II ill II ll-.IULLl L_I AIRI I I 2X4 BLOCKING TO FORM ARCH CONC. BLOCK WALL d d ° ° 4 r a e 1 a d QI r � 1 1 ° r 4 1/l�" OSB. SHEATH. -50TH ; SIDE5-ATTACH W/8dd's S -:a - ---- 14 4" O.C. PERIMTER AND Iq 1`' 12" O.C. INTERMEDIATE d 1 1 d1 1 a r v 1 q 1 6 1 ° r 1 1 Q 1 1d 1 1 1 1 4 r b d 1 1 1 d 1 c 1 ° 1 1° r 1 d 1 a1 1 —----- ----- 4 :_a4 1 1 1 �d 14 1 r r 1 1 d d 1 ° 1 1 7 1/2"=1'-0" (11X11) 1"=1'-0" (22X34). � 4 4 ■ fi r r� r�� r°r � r r TYPICAL ROOF GABLE OVERHANG d r ° OF REOUIRED VENTILATION TO SE IN UPPER PORTION OF 1 4 a 2. TYPICAL ROOF EAVES OVERHANG PORTION (EAVE5). r TO 5E 12" UNLESS OTHERW15E NOTED, 3, a1 � THE MINIMUM NET VENTILATION. AREA SHALL SE 1/300 OF ROOFING AS PER NATIONAL ROOFING VENTED SPACE: AND SHEET METAL 4550G. STANDARDS AND/ OR ACCEPTAPLE INDUSTRY 1 PRACTICE AND IN ACCORDANCE WITH 300 REQUIRED THE (oTH EDITION (2011) FLORIDA 6 II ill II ll-.IULLl L_I AIRI I I 2X4 BLOCKING TO FORM ARCH CONC. BLOCK WALL d d ° ° 4 r a e 1 a d QI r � 1 1 ° r 4 1/l�" OSB. SHEATH. -50TH ; SIDE5-ATTACH W/8dd's S -:a - ---- 14 4" O.C. PERIMTER AND Iq 1`' 12" O.C. INTERMEDIATE d 1 1 d1 1 a r v 1 q 1 6 1 ° r 1 1 Q 1 1d 1 1 1 1 4 r b d 1 1 1 d 1 c 1 ° 1 1° r 1 d 1 a1 1 —----- ----- 4 :_a4 1 1 1 �d 14 1 r r 1 1 d d 1 ° 1 1 7 1/2"=1'-0" (11X11) 1"=1'-0" (22X34). Q) Q) Q) � V/ Q _w 4L w :3 Q ��3 Q Q UJI Q� N �S O �® Q) 73 0 'N m � Q) 0o0 LL �0 w Jr Q) r U Q) T oLuoQ Lu Q)ui3 OL � Q Q)® z �0 (L Q) o Q) Q) o lyz' Q(s)z � Vu w ii 0- 0 Q N Lu OL L: � 0 cn U NOTE& ATTIC VENTILATION CALCULATIONS 1, TYPICAL ROOF GABLE OVERHANG PER F5C2011 &TH EDITION R&0&: MIN. 40% - MAX. 50% TO SE 12" UNLESS OTHERWISE NOTED. OF REOUIRED VENTILATION TO SE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO 5E IN LOWER 2. TYPICAL ROOF EAVES OVERHANG PORTION (EAVE5). TO 5E 12" UNLESS OTHERW15E NOTED, 3, PROVIDE AND IN5TALL FLASHING AND THE MINIMUM NET VENTILATION. AREA SHALL SE 1/300 OF ROOFING AS PER NATIONAL ROOFING VENTED SPACE: AND SHEET METAL 4550G. STANDARDS AND/ OR ACCEPTAPLE INDUSTRY TOTALVENTED SPACE: 2593 S.F. = 8.64 S.F. NET FREE VENT. PRACTICE AND IN ACCORDANCE WITH 300 REQUIRED THE (oTH EDITION (2011) FLORIDA RESIDENTIAL CODE. UPPER PORTION VENTILATION TOTAL: - - - - - - - 4.68 S.F. PROVIDED W/OFF RIDGE VENTS: 6 VENT5 '078 S.F. /VENT- VENT_4.ALL 4-ALL ROOF TRUSSES, GIRDERS, SEAMS, (VENT T)PE: LOMANCO MODEL 110-D OR MILLENNIUM LEADERS, ETC. TO SE 51ZED 5Y TRUSS METAL) MANUFACTURER OR FL, REG. ENG. LOWER PORTION VENTILATION TOTAL-. - - - - - - - 4.32S.F. PROVIDED W1 VENTILATED SOFFITS o SAVE:-- 4.32S.F. 5, TRUSSES SHALL BE BRAGED TO PRE- ( 50 L.F. a .087 S.F. VENTING FER L.F.) VENT ROTATION 4 PROVIDE LATERAL PLUS OFF ROOF EDGE VENTING: ----------- 0 STABILITY IN ACCORDANCE WITH THE ( 0 VENT5 @ 0 /VENT) REQUIREMENTS SPECIFIED IN THE (VENT TYPE" LOMANCO MODEL DA -4) CONSTRUCTION DOCUMENTS FOR 5U I LD INC 4 ON THE INDIVIDUAL TRUSS UPPER PORT ION PERCENTAGE. 50% DESIGN DRAWING5, IN THE ABSENCE OF LOUDER PORTION PERCENTAGE: 50% SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL 5E BRACED IN ACCORDANCE UUITH TPI/WTC,4 5G51 I. (o. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRUSS TO TRUSS CONNECTIONS. 1. SHINGLE ROOF: UNDERLAYMENT TO 5E INSTALLED IAW F5CR 2011, (oTH EDITION Rg05.2.3_ 1/8"=1'-0" (11X11) 1/4"=1'-0" (22X34) Q) Q) Q) � V/ Q _w 4L w :3 Q ��3 Q Q UJI Q� N �S O �® Q) 73 0 'N m � Q) 0o0 LL �0 w Jr Q) r U Q) T oLuoQ Lu Q)ui3 OL � Q Q)® z �0 (L Q) o Q) Q) o lyz' Q(s)z � Vu w ii 0- 0 Q N Lu OL L: � 0 cn U CAST CRETE LINTEL SCHEDULE LINTEL NO. LENGTH T T f=E COMMENTS L 1 n'-4" SF32-15/1T GARAGE DOOR L 2 4'-6" 5F16 -05/1T 6H25 L 3 4'-6° 5F16-05/17 SH25 L 4 5F12-05/IT 6/0X1/0 F.G. L 5 4'-6" 5F16-05/7 SH25 L 6 4'-6° 5F16-05/IT 5H25 L 1 11'-4" 5F16-05/IT REAR LANAI 1-0 5'-10" 5F16-05/IT REAR LANAI L 9 9'-4" 5F16-05/IT 5/0X510 5.GP. L 10 1'-6" 5F16 -05/1T FR. 5H25 L 11 4'-6" 5F16-05/IT 6H25 L 12 4'-6" 5F16-05/IT 5H25 L 13 5'-10" 5RF12-015/IT FRONT DOOR L 14 5'-4" 5F60-05/IT FRONT ENTRY L. 15 6'-6" SF24-05/IT FRONT ENTRY L 16 5F24-05/IT FRONT ENTRY L 11 L 15 L 19 L 20 L 21 L 22 L 23 L 24 L 25 L 26 L 21 L 25 L 29 L 30 L 31 L 32 L 33 L 34 L 35 L 36 L 31 L 35 L 39 C45T LINTEL LA�'�OUT IlAll 111X10 I/4"=1'-0" (22X34) L-5 L-6 W 6- Mf �.viciv�rIt::, L-1 D IJ W p W no Q) (0 L 0 LL cui- C3 OR U -0 E Q �® c� W W U � 0 d � � W Q mm O ®p U Q S � -3 p fQ Cl 'B QD S) W t� 4S r-- U Q1 3M p6 � 0 Q �>W 111 ICU C z (L Q) Q) Q � � QD 3 Q) 0 Z U Iiia II Q_ 0 D N N U � REV61ONS EX CM �Z 1� wd�o� ' W W W 8 V oM uWZo�:04 Ou�j�^ < W) IE P W n _ V ! 0 Q �J w z J U) Q w Iur lul-, w Q DATE 04-05-201-1 SGALE 45 NOTED DRAWN RDG JOB N/A 5HEET o9Qo OF 00 SHEETS SA�� �aAD TA:�ES �OF� GRAVITY UF'LI�T & L��TE��L BOO/_\DDS 8" PRECAST & PRESTRESSED U -LINTELS RECESS DOOR M-UNTELS UPUFT GRAWY U' RAWY LATERAL TYPE LENGTH TYPE LENGTH $ SFS -05 8FI2-05 SF16-0B 20-0 24-0 28-0 F32 -O5 6FS-15 8F12-15 8=16-15 8F20-15 8F24-15 SF26-15 SF32-113 .2'- 1�D° (34') PRECAST 2302 3166 4413 6039 1526 9004 104"12 11936 3166 4413 6039 1526 9004 10412 11936 3'-(o" (42") PRECAST 2302 3138 3311 4689 6001 '1315 8630 9941 3166 4413 6039 1526 9004 10412 11936 4'-0" (45°) PRECAST 2029 2325 2496 34rol 4436 5410 6384 '1358 2646 4413 6039 1526 9004 10412 11936 4'-(o" (54") PRECA5T1181 1651 1153 2162 4014 6412 6516 5814 1913 265"1 3403 4145 4896 5644 2110 4021 6039 1526 9004 104-12 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 6,051 6096 5400 6424 1450 5'-10"("10") PRECAST 912 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 (lS") PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 (cJ0`) PRECA5T 161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9' -4" (112") PRECAST 513 632 1049 1469 1210 1452 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-(0"(12(0") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 (13(o") PRECAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0"(144") PRECAST 414 545 864 1254 1689 2014 1510 1818 555 864 1254 1693 2211 2832 3590 13'-4" N&O") PRECAST 362 421 126 1028 1331 1635 1224 1416 485 146 1016 1438 1855 2343 2920 14' -0"(1(08") PRECAST 338 381 646 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 (184") PRE5TRE55ED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 Il' -4" (200") PRE5TRE55ED N'R' NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 IV -4" (232") PRE5TRE55ED N'R' NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 1 2030 21'-4" (256") PRE5TRE55ED N.R' NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-0" (264") PRE5TRE55ED N'R' NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-0" (26W) F'RE6TRE55ED NR. NR NR NR NR NR NR NRS 130 240 410 120 1030 1350 1610 B" [PRECAST W/ 2" RECESS DOOR M-UNTELS UPUFT . U' RAWY LATERAL TYPE LENGTH 8F6 -IT 5F12 -IT 6FI6-IT 8F20 -IT SF24-IT 8F26 -1T 8F32 -IT TYPE LENGTH SRU6 aWb-08 $W10-05 &W14-0158RFIS-05 8RF22-058RF26.058RF30- 6RF6-15 88,10-15 88014-15 8RFI8-15 5RF22-15 $RF26-15 8RF30.15 4'-4" (52) PREC,45T 1459 1591 3053 2982 3954 4929 5904 6880 1521 3412 4982 6412 1941 9416 10818 4'-6" (54") PREGAST 1351 1449 2182 2'114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-5" C(os") PREGAST 18$ 832 1602 1550 2058 2566 3015 3585 1153 2162 4014 6412 6516 5814 6839 5'-10" (10") PRECAST 135 119 1500 1449 1924 2400 2$16 3352 1103 2051 3511 6412 6516 5450 1 6411 2141 3315 822 501 1611 2933 2516 3223 3812 4522 90l 1611 2933 4100 6130 6111 6101 7-&" (9(�")PRECAST 665 16 1 1311 2252 195$ 2451 2944 343 9 164 1.311 2329 3609 5492 6624 5132 9'-5" (116") PRECAST 311 420 834 1253 1011 1342 1614 1886 535 928 1 1491 I 2119 2618 1 3595 1 2815 8" PRECAST & PRESTRESSED U -LINTELS 2" RECESS Qq. UPUFT . LATERAL TYPE LENGTH 8F6 -IT 5F12 -IT 6FI6-IT 8F20 -IT SF24-IT 8F26 -1T 8F32 -IT 8U8 81`8 SF8-2T 8F12 -2T SF16-2T SF20-2 SF24-2T SF28-2T SF32-2T 2'-10" (34") PRECAST 2121 2818 4101 5332 6569 1811 9055 2(021 2021 2121 2184 3981 5190 6401 1630 8851 3'-(o" (42") PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2165 2215 3165 4125 1 5091 6061 1036 4'-0" (45") PRECAST 1816 1989 2832 3650 4532 5381 6245 938 938 1515 1925 2150 3583 4422 5264 6110 4'-(o" (54") PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 PRECAST 1393* 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 5' -10"(-10") PRECA6T 1212, 1351 1930 2505 3084 3665 4241 418 418 1212 1315 1815 2441 3010 3553 4151 110 1141* 1200 1133 2250 2169 3290 3612 101 881 1141 1162 1684 2192 2103 321(o 3132 (`3(a")PREC4rJT 959• 912 1415 1914 2354 2191 3240 591 651 990 1029 1466 1901 2351 2191 3245 V-4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 155 1192 1550 1910 2211 2634 I0'-(o'Y12(o") PRECAST 116* 498 193 1021 1261 1496 1131 396 493 116 611 1039 1389 1111 2034 2358 II' -4" (136") PRECAST 666• 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0"(144") PRECAST 601+ 400 631 816 1001 1156 1312 340 494 631 486 818 1209 1514 1199 2086 13'-4" (1�0°)PRECAST 500, 340 532 686 841 99l 1153 302 398 513 409 682 1004 1361 1631 1891 14-°(I(o8") PRECAST 458* 3164S3 635 118 922 1065 286 360 548 318 629 922 1254 1561 1816 14.' - V ( l ro ") PRE5TRE55ED 243 295 459 591 124 851 990 NR. 351 243 352 582 852 1156 1491 1142 Na4.") PRE5TRE55ED 226 218 1 430 553 611 801 I 925 N.R. 321 228 329 542 191 1012 13Si 1616 I-('-4" (205") PRE5TRE55ED 188 236 361 464 567 610 114 N.R. 255 188 21644S 649 814 1121 1389 19'-4" (232") PRE5TRE5SED 165 201 313 401 490 518 661 N.R 204 165 239 3$3 550 136 940 UPC 21'-4" (25(0") PRE5TRE55ED 145 186 218 356 433 512 590 N.R. 112 142 212 336 411 635 801 gg3 22'-0" (2(04") f RESTRES5ED 140 150 268 343 418 493 568 N.R 161 131 205 322 451 601 1 111 941 24'-0" (255") PRE5TRE55ED 121 165 244 312 380 441 515 N.R. 135 124 186 290 406 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD RE15AR y y.: ' ) T w .r l•4J �. • N y". ;r •M iia �+' N t rt'� •�•ti .�•;• ri%:�+'�s p'•y�r•s N rr Syj'.. srf. ti srr. ip•ti.�lw +r;o +� • � irw +rti +� • • • • •. • i • • • • • 0F5-I5/IT 5Fa-08/iT SRF14-I5/IT 5F1(o-OB/IT aF20-I5/IT SF24-15/7 T`�FE D 5 f N,4T 10N F =FILLED W TH GROUT / U = UNFILLED QUANTITY OF *15 REBAR AT BOTTOM OF LINTEL CAVITY c5F=1& 15/11 NOMINAL WIDTH 1 L QUANTITY OF #5 NOMINAL HEIGHT—]REBAR AT TOP #5 REBAR AT TOP MIN. (1) REQ'D U 1-1/2" CLEAR C.M.U. GROUT REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING I-5/5"ACTUA PROVIDED IN LINTEL S" NOMINAL UJIDTH (VARIES) M I RI4L 5 1, t precast lintels = 3500 psi. 2, f'c prestressed lintels = (0000 psi. 3. f'c grout = 3000 psi w/ maximum 3/5 aggregate. 4. Concrete masonry units (GMU) per ASTM C90 w/ minimum net area compressive strength = 11B00p$1. 5. Rebar provided in precast lintel per ASTM 415 GR&O. Field rebar per ASTM 4615 GR40 or GR&O. (o. Prestressing strand per ASTM 441(o grade 210 low relaxation. -f. i/32 wire per ,46TM 4510. S. Mortar per ASTM 0210 type M or S. 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.Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing, and grouting. 5.411 lintels meet or exceed L/360 vertical deflection, except lintels I'V-4" and longer with a nominal height of S" meet or exceed L/180. 6.Bottom field added rebar to be located at the bottom of the lintel cavity. i.-1/32 diameter wire stirrups are welded to the bottom steel For mechanical anchorage. S.Gast-in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9.5afe load ratinces based on rational design analysis per ACI 318 and ACT 530 &AEE L_O,4D T,45L_ NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads For unfilled lintels must be reduced by 2099/. if bearing lend, th is less than &-1/2". Safe loads for all recessed 1 intels based on 5" 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 X00 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. (o. One 111 rebar may be substituted for two 05 rebars in 5" 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. 8. For composite lintel heights not shown, use safe load From next lower height. g_ All safe loads in units of bounds oer linear Foot. 8" PRECAST II W/ 2" RECESS Qq. q . V TYPE LENGTH SRF(. -IT 8W6 -2T 6Fr-10-IT SRFIO-2T SR -14-1T 9RF14-2T SRFIS-IT 88,18-2T 6RF22-IT SRF2(.-)T 5W -30 -IT SRF22-2T W -26-2T 88,30-2T 8RU6 8RF6 4'-4" (52") PRECAST -}W- 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4008 4850 5696 4'-�" (54") PREGAST 1192 1501 a. 3121 � 4156 1 5511 853 853 1192 .1455 2240 3036 3831 4643 5453 ° `324, z 1195 2423 q q 501 d ° 924 1132 1141 2351 2918 3603 4230 0 896* 1138 1142 2352 2965 n . 4198 469 469 ° G,'-8" (80") PRECAST 118 882 1513 2042 2513 0 3642 1-1/2" CLEAR C.M.U. GROUT REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING I-5/5"ACTUA PROVIDED IN LINTEL S" NOMINAL UJIDTH (VARIES) M I RI4L 5 1, t precast lintels = 3500 psi. 2, f'c prestressed lintels = (0000 psi. 3. f'c grout = 3000 psi w/ maximum 3/5 aggregate. 4. Concrete masonry units (GMU) per ASTM C90 w/ minimum net area compressive strength = 11B00p$1. 5. Rebar provided in precast lintel per ASTM 415 GR&O. Field rebar per ASTM 4615 GR40 or GR&O. (o. Prestressing strand per ASTM 441(o grade 210 low relaxation. -f. i/32 wire per ,46TM 4510. S. Mortar per ASTM 0210 type M or S. 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.Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing, and grouting. 5.411 lintels meet or exceed L/360 vertical deflection, except lintels I'V-4" and longer with a nominal height of S" meet or exceed L/180. 6.Bottom field added rebar to be located at the bottom of the lintel cavity. i.-1/32 diameter wire stirrups are welded to the bottom steel For mechanical anchorage. S.Gast-in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9.5afe load ratinces based on rational design analysis per ACI 318 and ACT 530 &AEE L_O,4D T,45L_ NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads For unfilled lintels must be reduced by 2099/. if bearing lend, th is less than &-1/2". Safe loads for all recessed 1 intels based on 5" 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 X00 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. (o. One 111 rebar may be substituted for two 05 rebars in 5" 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. 8. For composite lintel heights not shown, use safe load From next lower height. g_ All safe loads in units of bounds oer linear Foot. 8" PRECAST II W/ 2" RECESS DOOR M-UNi ELS U P U FT LATERAL TYPE LENGTH SRF(. -IT 8W6 -2T 6Fr-10-IT SRFIO-2T SR -14-1T 9RF14-2T SRFIS-IT 88,18-2T 6RF22-IT SRF2(.-)T 5W -30 -IT SRF22-2T W -26-2T 88,30-2T 8RU6 8RF6 4'-4" (52") PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4008 4850 5696 4'-�" (54") PREGAST 1192 1501 2311 1 3121 3931 4156 1 5511 853 853 1192 .1455 2240 3036 3831 4643 5453 5'-S" ((05") PRECAST `324, 1112 1195 2423 3055 368943255'-&` 501 501 924 1132 1141 2351 2918 3603 4230 5'-10" (i0") PRECA5T 896* 1138 1142 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3491 4106 G,'-8" (80") PRECAST 118 882 1513 2042 2513 3101 3642 $30 1190/. 118 956 1468 1981 2509 3035 3563 7'-(0" (g(d") PRECAST 688 691 1325 1810 2280 2153 3221 110 941 688 649 1302 1162 2225 2690 3151 SI -5" (11(011) PRECAST 533, 433 1 808 1123 1413 1 1104 1995 516 614 533 521 1009 1369 1128 20581 2450 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD RE5AR A�, DETAL 10 1/2"=1'-0" (11X11) 1"=1'-0" (22X34) 2X4 P.T. 5OTT01,1 PL,4TE UJ/ 3/16" x 3.25" TC 4T 1&"cc. b SEE ELEV. FOR WGT, Y 22 E,4. TRUSS 81 ) STUD TO i= e EA, TRUSS 4 ' E,4. VERT. ; 2X4 P.T. BOTTOM F SEE ELEV. POR HGT, GONG, BLOCK W,4L COLUMN E") E T A 1 L 10 1/2"=1'-0" (11X11) 1"=1'-0" (22X30 [:) E TA f 1/2"=1'-0" (11X11) 1"=1'-0" (22X34) q:. -ENC;;, LX). U. TRUSSES ? 11 O'C. _. 2X4 TOP PL,4TE :E ELEV. FOR WCxT. 5 a 1(0" O.C. " 055 51-4E,4THING :�. UJD. TRUSSES � 4LL 1F 4FFL IC,4BLE PRE - ENCS. UUD. TRUSSES S 24" O.C. DBL, 2X4 TOR f='L,4TE 2X,415 e I(o" O.C. 1/1& OSB 5HE,4THING PRE -ENCS, UJD. TRUSSES 4 KNEE W,4LL IF ,4PPL f CA5L,E CONNECTOR SCHEDULE CONNECT. SMPSON USP MAX. LAT. LDS, T''PE DESCRIPTION FASTENERS PER CONNECTOR DESCRIPTION FASTENERS PER CONNECTOR UPLIFT F1 / F2 4 HETA20 14-10d x 11/2" ETA20 14-lOd 1,810 65 / 960 5 DETAL20 18-10d x 11/2" N/A N/A 2,480 2000/ 1310 20 H3 RFT: 4-8d / PLT: 4-86 R 3 RFT: 4-8d / PLT: 4-801 455 125 / 160 21 H1 RFT:6-8dx11/2 "/PLT:4-8d RT15 1RFT:5-8dx11/2 "/PLT:5-801 415 485 / 165 22 H10A RFT: (13)10d x 1 1/21I RT16 RFT: 8-8d x 11/2 990 585/525 PLT: (13)106 x 1 1/2 PLT: 8-8d 23 LUS26 HDR: 4-10d/JST: 4-10d JUS2(o HDR: 4-106/JST: 4-10d 935 N/A 24 1. 7Z RFT /TRS: (4)86 RT20 RFT / Tfic'S: 9-106 985 400 / N/A PLT / STD: (2)8dX 1 1/2" (S)8D PLT / 5TD: 13-106 26 H2.54 RFT:5-8d / PLT: 5-801 RT1 RFT:5-8d / PLT: 5-86 415 150/150 34 434 H:4-8dx11/2 "/P:4-SdxI1/2" M1=34 H:4-8dx11/2 "/P:4-8dx11/2" 365 250/303 35 1435F H:4-86x11/2"/P:4-8dx11/2" MP41F H:ro-5dxl1/2"/P:6-86x11/2" 440 440 / N/A 31 MT612 14-106 MTW12 14-10d 1,000 N/A 38 MT516 14-106 MTWI& 14-106 1,000 N/4 43 LSTA12 10-106 LSTA12 10-106 905 N/A 45 5T18 14-166 STIS 14.16d 1,200 N/A 41 LSTA24 18-10d LST424 18-106 1,295 N/A 11 M5T436 26 -1001 M5T,436 26 -106 2,135 N/A 12 MSTC66 64-16d SINKERS N/A N/A 5,495 N/4 19 5P1 5TD:6-10d / PLT:4-10d SPT22 STD:4-10d / PLT:4-10d 535 560 / 260 80 SP2 STD:6 -106 / PLT:6 -10d SPT224 6TD:6 -106 / PL T:6 -10d 605 560 / 260 81 5PH4,6,8 12 -10d x 11/2 " TP4,6, 48 12-106 x 11/2 " 885 N/A 90 A5U6.6 12 -16d P4U66 12 -166 2,240 N/A 89 C566 (2) s/a" 5OLTS P48X8 4-10d 2,300 1385 92 45L3 44 12 -16d PAU44 12 -16d 2,200 N/A 93 AC6 (MAX) 28-16d P5566 24-16d 1815 1,010 94 AC4 (MAX) 28-16d P5544 24-166 1,815 1,010 95 HT520 20-10d HTW20 20-10d 11450 N/A 96 HDBA SILL: -'/a" 5OLT HHDSA SILL: '/a" BOLT 1910 ' N/A STUD:(3) ,/a"X51,2" DOLTS STUD:(3) "'ia"X51/2" 5OLTS 99 435 H:4-8dx11/2 "/P:4-8dx11/2 " MPA1 H:6-8dx11/2 "/P:6-Sdx11/2 " 440 440 / N/A 98-101 HTT4 s/8" 5OLT/ 18-16dX21/2" N/A N/A 3,640 N/A 13-1-100-102 HTT5 Ne" BOLT/ 26-10d N/A N/A 4,215 N/A 103 vGTR/L 32 -S LD 5 1/4 "X3 "/(2) s/a " 5LT N/A N/A 3,990 N/A 104 HDUB-5D52.5 1/8" 5LT/20-SDS 1/4 "x21/2 " N/A N/4 5,020 N/A 110 HCP2 12-106 x 11/2 " HHCP2 20-106 x 11/2 " 520 260 / N/A 161 HHU546 H:14 -166/J:6 -166 THD46 H:8 -186/J:12 - l0d 1,550 N/A 168 U46 H:8-10d/J:4-10d 5UH46 H:8-16d/J:4-16d 110 N/A 181 H1J526 20-16d THD2ro H:20 -166/J:10-106 1,550 N/A 184 HHU528-2 G. -28-16d / T:8 -16d EHUH28-2 12-16d 2,000 N/A 214 HUC212 -3TF D:16 -3/1(o"X11/2 " TAFCON 5M: 6-1(d HD0212 -3 HD:18-3/16 "X11/2" TAPCON BM: 6-106 1,135 N/A 215 HC;U5210-2 HDR:46-166/J6T:10-16d EHUH210-2 HDR:40-16d/J5T:16-10d 2,120 N/A 216 HU5412 BLOCK: 10-1/4 "X11/2 " TC JOIST : 10-16d H1J5412 5LOCK: 10- 1/4 "XII/2 " TC JOIST : 10-1601 3,240 N/A 211 Hu 5212 -2 BLOCK: 10-1/4 "X11/2 " TC JOIST : 10-16d HUe212 -2 5LOCK: 10-1/4"X11/2" TC JOIST : 10-16d 2,630 N/4 219 MBH4412 H:1-ATR3/�. X8 TOP FACE NFM35X12U H:1-1/2 " J -BOLT 3,145 N/A J015T: 18-1001 J:5_1,2�� £-30LTS 220 N/A N/A NFM 3X12 5L<: 1/2 "0 J /J6T:14-10d 1,620 N/A 226 M5H44.15/12 HDR : (2) 3/4"0 x 5" JOIST : 18-10d NFM45U HDR : MIN. 1/2114, "J" BOLT JOIST : (5) 1/2 "o BOLTS 21(oO N/A 231 M5HA3.56/16 HDR : (2) 3/4l' � x 8" JOIST : 18-1001 NFM3.5X16U HDR :MIN. 1/2 "0xJ-50LT5 JOIST : (5) 1/2 110 BOLT& 3,450 N/A 232 M5H45.50/1r HDR : (2) 3/4"0 x 8" JOIST : 18-106 NFM5:5X16U HDR :MIN. 1/2"OxJ-5OLT5 JOIST : (5) 1/2 "4 5OLT5 3,450 N/A 240 45 :4-10dx11/2 "/P:4-Iodx11/2" N/,4 N/A 1,300 480 / N/A 241 LGT2 30 -16d -sinker LUGT2 32-10d 2000 1015/440 301 MGsT (1) 3/4 "5LT5./C 1R: 22-10d N/,4 N/A 3,965 N/A 302 HGT-2 or 3 LTL:3/4"5LT5./COIR: 8-10d U5C63 LTL:3/4"5LT6./GIR: 8-l(od 6485 N/A 303 HGT-4 LTL:3/4"BLT5./COIR: 16-10d N/A N/.,4 8,250 N/A 401 SUR/L414 FACE:18-16d/J5T:B-16d N/A N/A 1,100 N/A T CONNECTORS TO 5E SPECIFIED AID PROVIDED 5�1' TRUSS MANUFACTURERS LuN ror 00 _0Q) ®m L �® zF= N Q -13 Q)Q) z 3 m Q) S Q� N- w � m -C �'3 Q z� w Y � � � 0 u� 3- E Q) -EQ) 9 0 Lu T S) r Q) a T � L Ll Z � i - me � UO L � OO STRUCTURAL NOTES FIELD REPAIR NOTES 112"X&" (.41/211 EMB) HILTI KUJIK I I I I I I I 2X(o P.T. WOOD BUCK II II II II I I. BOLT WITH 2" WASHERS LOCATED II II ' II II II 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1, M155ED LINTEL STRAPS FOR MAS(WITHIN � OF SUPT='Ofi�T ONRY CONSTRUCTION MAY BE(TOP AND SIDES) II II II II II II 1 ,4 , � i (oTH EDITION, FBCR 2011 (WINE) LOAD 'a 140 MPH.) SUBSTITUTED UJ/ (1) USP MTWI(o OR HC10 OR 51MP50N MT5M1ro UJ/ GARAGE DOOR BRACKET FOR GARAGE DOOR) 0 (4) 1/4" X 21/4" TAPCON5 TO BOND BEAM AND (1) 106 NAILS TO FROM THE BOTTOM 4 MIN. EDGE -A 2. WINDOWS, DOORS, AND G,4RAGE DOORS TO BE DESIGNED TO MEET TRU55 FOR UPLIFTS LE55 THAN 5ro0 LBS (USE (2) MTSM1& FOR DISTANCE. II II FBCR SECTION 8301 UPLIFTS LE55 THAN 1-1201*). NO MORE THAN 10 STRAPS MAY BE r I II II ' II\TE IISUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRGER TRUSS ��� „3. ALL FLOOR 5LAB5 TO BE OF 2,500 P51 CONC. PLANT MIX MIN. 5" CONNECTIONS ARE MISSED CONTACT ENGINEER FOR 5UBTITUTION �" '�'�THICK WITH roxro 10/10 WIRE MESH (o MIL. POLI'. VAPOR- �AFT ➢Y� I S MASONRY WALL II BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2, MI55ED J -BOLTS FOR FRAMED EXTERIOR/ BEARING WALL5 MAY BE I I I I I I I I I S - DETAIL TO SATISFY 140 MPH WIND LOAD SUBSTITUTED W1 1/2" DIA. x i" LONG WEDGE ANCHORS (REDHEADS). " " � - MASONRY FRAME SHALL BE MIN 8X1r 45TM C -9p 4. CONCRETE MASONRY UNITS SHALL MEET: CH. 1-3 OF ACI 530-02/ I I I I ASCE-Q)2/TMS 402-02 OR BIA BUILDING CODE REQUIREMENTS. 3. MISSED FOOTING DOWELS MAY BE SUBSTITUTEC7 W1 A STRAIGHT #5 - GROUT FILLED CELL W1112" ASTM 2 #5 REBAR (GRADE 60) r i, REBAR SET IN A 3/4" DIA. x (" DEEP HOLE FILLED UJ/ UNITEX EA. SIDE OF GARAGE DOOR OPENING I 0-11_H1 - MAX. DISTANCE TO CORNER OF G.B.S. WALL REINF. 45 5. MORTAR TO BE TYPE "M" OR "5" GROUT - 2,500 PSI s 25 DAYS. PRROPDXY 300 OR SIMPSON SET OR ETF ADHE51VE5. -REINF. TO BE CONT. FROM FTG, TO TIE BEAM UJ/ ALL i i i , I 2X4 V' RT i i u /o. MASONRY CLEAN OUTS REQUIRED e GROUT GREATER THAN FIVE (5) 4. BLOCK WALL OVERHANGING SLAB CONDITION: "ACI" DETAILS $ DEVELOPMENT LENGTHS ADHERED TO PLAN VIEW FEET IN HEIGHT AND ALL VERTICAL5. UP TO Iks" - NO REPAIR NECESSARY -GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "BUCK" 2x8 RIDGE o 7/a" TO 11/4" - ADD FILLED CELL (NO VERTICAL STEEL) MIDPOINT 1.) THE G,4R,4GE DOOR,455E1 15LY SHALL BE DESIGNED FOR XROOF DECKING KX 0 7. REBAR TO BE # 5'5 GRADE (o0, W1 MIN. LAP OF 25". USE "L" BARS OF WALL BETWEEN EXISTING FILLED CELLS (WITH STEEL) IN POSITIVE AND NEGATIVE WIND PRE55URE5 OF 25 P5F IN � e CORNERS AND USE STANDARD HOOKS e CHANGE IN DIRECTION AREAS AFFECTED ACCORDANCE WITH SECTION 8301 OF THE FLORIDA RE5IDENTIAL WITH MIN. LAP 12" 11/4"+ - REQUIRE SPECIAL ENGINEERING LETTER CODE CERTIFICATION SHALL BE SUBMITTED FROM THE GARAGE H2.5� EA: RFTR. � DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE 2X(o RAFTERS a7 z S. GYP, BD. CEILING SHALL BE INSTALLED PERP. TO FRAMING 4 NAILED 5. PENETRATION OF PLUMBING PIPE5/DRYER VENTS THRU PLATES OF FOLLOWING ITEMS: TO RDC. BM. 24" O.C. 1" O.C. WITH 5d NAILS. GYP. BD, WALLS SHALL BE NAILED e5" O.G. A LOAD BEARING WALL MAY OCCUR PROVIDED DBL. STUDS ARE A.) THE DESIGN OF THE POOR CAN WITHST,4ND POSITIVE Q) WITH 56 NAILS ADDED ON EITHER 5IDE OF PENETRATION WITHIN 3" AND TRU55/ AND NEGATIVE WIND PRESSURES OF 25 P5F. 2X4 VERT. a 45" O.C. FLOOR TRUSS 15 NO CLOSER THAN 3" FROM PENETRATION. B.) THE DESIGN OF THE DOOR COMPLIES WITH THE ABV, TRU55E5 BELOW 9. UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRU55E5 ADD (1) MT512 e TOP AND BOTTOM PLATE CRITERIA SPECIFIED IN SECTION RroO13 OF THE 2011 NAIL TO RAFTER s TOP THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. FLORIDA BUILDING CODE RESIDENTIAL, &TH EDITION PLATE AT BTTM. UJ/ CJ DOOR SIZE, TYPE AND GLAZING (2) 126 NAIL5 � 10. EPDXY ANCHOR ALTERNATIVE, D.) TRACK 51ZE AND FASTENER DETAILS, PRE ENG. UJD. THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS E.) TRACK BRACKET QUANTITY, SPACING AND FASTENER FOR USE A5 PLATE ANCHORS OR HURRICANE ANCHORS. DETAILSTRUSSES BELOUJ . � THE FOLLOWING CRITERIA MUST BE MET: F.) REINFORCING MEMBER QUANTITY, LOCATION, SIZE, TYPE ST18 OR L5T,A24 ANCHOR SIZE CON(. HOLE SIZE MIN, HOLE DEPTH AND FASTENER DETAILS. (IF REQUIRED)) RAFTER TO PLATE 52 �� -�4 � �� A A� � �� � � � TO TRUSSES BEI�OUJ � FI/2 ,a �� DETAIL 3,4 II 1.I 51X(c CAP 1 = 1' -0" Di ,�SI 1�,8 911 SEE FLOOR PLAN 1/2" GYP, BD. FIN. Q) AFTER HOLE I5 DRILLED, ALL CONCRETE DUST MUST BE REMOVED 1, GAP PER SPEC'S 1/2" OFFSET -' - _ 2X4 OR 2X� STUD L. 2X4 PLATE SIDE B SI ALONG 2 COVE MOLDING - WALL VALLEY SGL. 2X4 PLATE ABOVE TOP PRION TO EPDXY INSTALLATION. THREADED ROD TO BE MIN. A3(o _ CURB ,� 7/1e" 055. SHEATHING STEEL AND FREE OF DIRT OR GREASE, LOAD ON ROD CANNOT BE 2X4'5 e 24" C.C. N CHORD OF TRUSSES- ATTACH UJ/ (2) 12d APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT (3)2X4'5 NAIL5 EA. INTERSECTION OR �" O.C. fo EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. ''2 DRYWALL 2X4 OR 2X�o STUD WALL NOT7E: �I VALL � - NOTE: IF RIDGE BEAM IS UNDERSIZED CUT 11/2" FROM 7 11. SOIL BEARING CAPACITY 2000 PSF MINIMUM 3 4P T A ( 5 IL END OF RAFTERS ON ONE SIDE �AND ADD 2X8 /1� OSB. SHEATHING p l 3/4 11 _ } _ 0 NEXT TO FIRST ONE W/12d S 6 O.C. qu Q Dl 1/2..: 1'-0" O1 1/2 1'-0" WOOD STRUCTURAL NOTES 51 1/2" GYP. BD.__m_____._____. _.__ ROOF EDGE _ _ �" CONCRETE BLOCK — 0 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS NOTED BELOW.�A � � HEADER OR STEEL DAMAGED WOOF -)NOT TO BE USED. - Dl 1"= 1'-,a" LINTEL 2. ALL STRUCTURAL LUMBER SHALL BE SPF (5PRUCE-PINE-FIR) #2 OR _ SEE DETAIL --- -- ' I PC EXP. STRIP 2/D3 FOR SEE FLOOR ' � PC ANCHOR s. BETTER UNLESS OTHERWISE NOTED. (PRE ENG. TRU55E5 EXCLUDED) PLAN FOR BM. � ' � FOR RIDGE DETAIL II ;.. I STRIP AT BLOCKING — Sol 4" O.G. I -- - - -- 3. END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET b RIDGE q GLS. 5L< PER PLAN ,, e EDGE ' I 0 LEAST 4". STRUCTURAL DOUBLE PLATES TO BE NAILED e (oO.K:. w � �/2 " EXPAN. � I I ' , PC PANEL 0. RE INFOR. �i- ANCHOR 4"I 5d 'a 12" O.C. 4. PLYUJOOD OR OSB. WALL SHEATHING NAIL PATTERN TO BE 1001 j -�; - --- TMJ FROM EA. II INTERNED. ' ; SEALANT (0O.C.. UNLESS OTHERWISE NOTED. ���� EDGE AND R�n II' 2 4 O.C. ____.____ _ _------------ STRIP_ I CANCHOR 5. NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS - _ ' PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. '� � CONC. BLK. �F ��4" EXP. BOLT FILLED CELL (2) PER ,ANCHIOR ---- -' 7� 6. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. -i. DBL. 5TUD5 e EA. END OF 5HEAR WALL. 8, WHEN ANCHORING MULTIPLE u0. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. ROOF NALNG PATTERN ZONE: I F II° 5d NAILS e (o" O.G. EDGES AND 12" O.C. FIELD ZONE: 1 12' ad NAIL5 e (o" O.G. EDGES AND 12" O.C. FIELD ZONE: 1/2 " PLYWD. ad NAILS � 4" O.C. EDGE5 AND &" O.C. FIELD 9, NAIL PATTERN -DOUBLE PLATE 12" O.C_ OUTSIDE SPLICE ZONE SEE FLOOD PLAN FOR TYP, I F II° EDGE I e' 1 12' 1 15' 15' 1/2 " PLYWD. I I MORTAR I , ; ' ASPHALT 5PH4,(o OR 8 NOTE 0 SUPPORTING END OF HEADER a ii -DOUBLE STUDS 12" O.G.. E A. STUD NO STRAPPING NEEDED 1 rig OR EMULSION PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER ID (o" O.C.. i EDGE UPLIFT. CONNECTOR it=71EA. ��2 !"� EXP. ANCHORS , , I I I I I, USED IN PANELS OVER 25"S.F. IN AREA,15 EM3EDDED HORIZONTALLY LL � SIDE GONG. BLOCK ROOF FRAMING (-I EMBED.) 'a 24" O.C. � �ILL LI L�] II II > -HEADER TO STUD e 4" O.C.. EA. HEADER MEMBER. -STUD TO TOP OR BOTTOM PLATE : (2) fool THRU5�4EAfR 3 DOUBLE TOP PLATE 3 UJALL 7=,)ETAIL WALL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 15/8" D.C. (FOR USE WITH "TNINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE UJ/ � 0 4 ad e 4° O.C. �' USE ONLY WHEN 2X4 STUDS EXTERIOR FINISH FULL LENGTH WALL STUDS D1 1/2 It 1'-0" 9, NAIL PATTERN -DOUBLE PLATE 12" O.C_ OUTSIDE SPLICE ZONE MAXIMUM HEADER SPAN (ft.) 3' EDGE I e' 1 12' 1 15' 15' C SEE NOTE 4) 5PH4,(o OR 8 NOTE ; SUPPORTING END OF HEADER PANEL_ ANCH40R CONSTRUCTION -DOUBLE STUDS 12" O.G.. E A. STUD NO STRAPPING NEEDED 1 rig _ _ 2 PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER ID (o" O.C.. i EDGE UPLIFT. CONNECTOR WHEN FRAMING PER DETAIL D5 ��2 !"� EXP. ANCHORS , , I I I I I, USED IN PANELS OVER 25"S.F. IN AREA,15 EM3EDDED HORIZONTALLY LL � �� 12 O.C.. INTERMEDIATE. (SEE ROOF PLAN)7 ROOF FRAMING (-I EMBED.) 'a 24" O.C. � �ILL LI L�] IN THE MORTAR JOINTS BETUJEEN EVERY OTHER COURSE. PANEL > -HEADER TO STUD e 4" O.C.. EA. HEADER MEMBER. -STUD TO TOP OR BOTTOM PLATE : (2) fool THRU5�4EAfR 3 DOUBLE TOP PLATE 3 UJALL 7=,)ETAIL 2 REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 15/8" D.C. (FOR USE WITH "TNINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE UJ/ 3 4 5 5 USE ONLY WHEN PLT. OR (2) lid EA. SIDE TOE NAILED TO PLT. FULL LENGTH WALL STUDS D1 1/2 It 1'-0" "PREMIERE" 5ERIE5 GL5. BLK), UJ/ BUTT WELDED CRO55WIRES AT (PER TABLE) NOTED AS SHEAR UJALL ON PLANS REGULAR INTERVALS. 4 AND 10 LENGTHS AVAILABLE. 10. -ROOF SHEATHING FOR SHINGLE WOOF TO BE MIN.'111(o" OSB CRIPPLED STUDS PC PANEL ANCHORS (MIDDLE): N NAILED TO ROOF TRUSSES 5PACED a 24" O.C. (MAX) WITHOUT BLOGKINC. 2X BLOCKING MIN. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO J_ o ROOF S HEATHING FOR TILE ROOF TO BE MIN 19/32 " OSB HEADER SIZE PER THE SURROUNDING FRAMEI�ORK WHEN CHANNELS ARE NOT USED. ROOF PLAN 1/2" CDX PL'T WOOD OR 1/2" ADVANTECH, NAILED TO ROOF TO ROOF TRUSS 5PACED a 24" O.C. (MAX) WITHOUT BLOCKING. MID WALL BLOCKS CONT. 11, FLOOR SHEATHING TO BE MIN, 23/32" PLYWOOD'NAILED a Eo" O.C. W/ 5T18 e EA. SIDE 05 RING SHANK NAIL5 AND LIQUID NAIL ADHESIVE. EA, JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATION5 2X BLOCKING 45 REQUIRED 13, TRU55 BRACING PER TRU55 MANUFACTURE'S DfRAWING5. I HEADER STUDS 14. ALL NAILING 5PECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY , -IT = _ - = 71- - - - (PER TABLE) I II ,I I P.T. SILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE SPH4,� OR 8 PRESSURE TREATED.--� � f � � , � Nr -1,C) EA. STUD FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHORS ARE AVAIL, IN 13%. WIDTH5 X 24" LENGTHS. Q) PC EXPANSION 5TRIP5 (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND R THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE - GLASS BLOCK AND ALLOW THE' PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR 1-1A5ONRY CHASE CONSTRUCTION, � PC EXPANSION STRIPS ARE AVAILABLE 3/s" THICK X 4" WIDE X 24" M LONG. FOR PANEL ANCHOR COIN5TRUCTION, STD. 4" WIDE STRIPS ARE EASILY GUT TO 3 WIDTH, FOR 3 /8I"PREMIERE" 5ERIE5 BLK., � AND TO 21/4" WIDTH, FOR 31/S" "THINLINE" SERIES BLOCK. c q; r11__v Q) I E 04 _ L L 0 w MAXIMUM HEADER SPAN (ft.) 3' &' I e' 1 12' 1 15' 15' NUM5ER OF HEADER 5TUD5 SUPPORTING END OF HEADER Lu 1 1 2 2 2 2 ct) NUMBER OF FULL-LENGTH STUDS zEACH 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 0 STRIPS, PANEL ANCHORS ARE AVAIL, IN 13%. WIDTH5 X 24" LENGTHS. Q) PC EXPANSION 5TRIP5 (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND R THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE - GLASS BLOCK AND ALLOW THE' PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR 1-1A5ONRY CHASE CONSTRUCTION, � PC EXPANSION STRIPS ARE AVAILABLE 3/s" THICK X 4" WIDE X 24" M LONG. FOR PANEL ANCHOR COIN5TRUCTION, STD. 4" WIDE STRIPS ARE EASILY GUT TO 3 WIDTH, FOR 3 /8I"PREMIERE" 5ERIE5 BLK., � AND TO 21/4" WIDTH, FOR 31/S" "THINLINE" SERIES BLOCK. c q; r11__v Q) I E 04 _ L L 0 w NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE NOTED, SHALL CONFORM TO ASTM D 31(o1 ( MODIFIED TO 140 MPH ) OR M -DC PA 10-f -95. THE FRC REQUIRES BASE AND CAP FLASHING, SHINGLES OVER BUILDING 'APER OVER 1/16" OSB. SHEATHING PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS 4 10 EA. TRU55 W1 UPL IFT OF 1810# OR LESS X2 5 EA. TRU55 W/ UPLIFT BETWEEN 1811# 4 3620# SEE ROOF PLAN ALUMINUM D RIP EDCsE a 2 X(o SUB FASCIA VENTED ALUM. SOFFIT— \ 8"X8" CONC, KNOCK---/ OUT BLOCK REINFORCED W1 CONC. & (1) #5�P REBAR CONTINUOUS 8"X8" GONG. BLOCK BLOCK REINFORCED W/ CONC. PRE CAST LINTEL ALUM. WINDOW (REFER TO FLOOR PLAN 4 ELEV, FOR DESIGNATIONS) ARE CAST CONC, SILL- 3"X8"X1,I CONC. BLOCK 'REFER TO EXTERIOR ELEV. FOR WALL FIN.) INSULATION (SEE PLAN FOR TYFE) —1/2" SAG RESISTANT OR 5/s" C:;YF. BOARD PLACED PERP, TO CLG. FRAMING 1/2 " G1'P. BD, ON 1 "X2" F.T. FURRING W/ ALFOIL INSUL. BETWEEN - 1 "Xro If P.T. HEAD LEDGER 8" BEYOND OPENING EACH SIDE SEE FLR, PLAN FOR GARAGE CLG. SPEGS. MARBLE STOOL 4LTERNATE BRICK EXP. JOINT LJ U g RECE55 SLAB '/2 " GT'P. BD, ON I "X2" all - VENEER FOR SGD DOOR F.F.' 3.E.MTL. WALL TIES ; ,INSUL. --- (2)#5 REBARS 0 -,' '>2 If SACS RESISTANT X - - - VARIES �o PLACED PERP. TO CLG INSUL. BETWEEN FRAMING ) 0 -IORIZ. -,:/ � 1/2 " G1'P. BD. ON 1 "X2 " x P.T. FURRING W/ ALFOIL — Ll9 11 . 1 "Xi " P.T. HEAD LEDGER 8" BE�'OND WOOD 5,46E O5* ROD e EA. DOWNPOUR ' SL m Q) MIN. 30" LAP } cY� • PROVIDE IN5PECTION �, :E FLR. PLAN FORS N RAGE CLG, SPECS, 0 M PORTS EA. VERT. L r _- J 7 POUR (3) #5 _ z (2)#5 REBARS g P-411 411 1� a Q Q (2)#5 REBARS 22 1'-S" 4° REBARS D2 D2 D2 D2 VAPOR BARRIER (0" r _ _ /4 IfREGES5 IS gi/2 RECESS FOR UPPED AND TAPED 4 �2 " RECESS SLAB FOR OUT -SWC:;. = GAR. DR, o _—_ L- - - I rJ FOR DOOR DRS. ONLY-,�� (1)# 5 REBAR -y r=—_ FOUND. FOR LOCATION W _ _ 4D o v o EXTEND FTG. 4" FOR � BRICK VENEER a m (L 4 CONC, FTG. RE INFORCED W/ (2 )#S REBARS CONT. 7''f=' 1 CAL WALL 5 CT � O � UJ/ eTEM WALL FOOTNG:� 0 FOE 0 2 -4�� (2)#5 REBAR5 D 2 1 10 CONT. 1�"X8" FTG- D 2 G� } i i --(2)S KEBABS Lu I- W/ 2 #5 REBAR. _j #3 TIE �`- - - -' REBARS w X JOINT E P (2)#5 KEBABS 1-i D2 BARS12" O.C. 1 _4 —� /-- x VARIES (1)0 5 REBAR } -- Z� } " -- 3 1 �(2)4*5 REBARS 11 18 • (2)#5 REBARS 8���IN rI 24 Ilk D2 D2 D2 1-� 4 D2 (3) 5 REBARS - VARIES LCL �•_ - - - W LL i i II I-a n 1 D2 1-4 (2)#5 KEBABS 12 2 � 0 _� �� REBARS w ; ; (2 )#5 X RE5AR5 GARAGE WALL 411 (1 )# 5 RE5,4R (1)#5 REBARS VARIES 18 #3 TIE BARS1'-4" \\,p2 12 " O.C. �•- _ _ _' uu 4" / v t CONC. FILLED S CAVITIES EACH SIDE OF DRAIN PIPE 4 CAVIT'' i13 D2 8" 4" 4" 8" D2 WHERE DRAIN PIPE PASSES THRU CONC, BLOCK STEM CONC. TO SPECS. WALL ° 2 , (2)#5 REBARS GRADE ° X 4" PVC. PLUMB. DRAIN FIFE— IPE LU LU TNRU STEM WALL BLOCK = F u -t Q • a D < • p } 4.. 1._0.. 1 MAX (P PVC 1._0.. 4 11 .11 ff LCONC, FTG. RE INF. W/ (2) SLEEVE 8 D2 14 (2)#5 REBAR > D2 #5 RE5AR5 CONT, /4' RECE56 16 g1/2 RECESS SLAB FOP, OUT-5WG, 2 FOR GAR, DOOR PI P (P KU FOOTING DRS. ONL T' — _ X VZ m\� — X —� D2 DTAILa 3/SI _0 _ CIO (2) #50 REBAR BENT TO ARCH _ AROUND SLEEVE, 30" LAP MIN, • T �, `° BOTH SIDES (2)#5 REBARS 15 (2)#5 REBARS LONG. TO SPEGS. D2 1111 4 I //__ /— MAX � PVC a - D2 (J" °avx _ SLEEVE - —_— GRADE PLUMB, �•- - - -, 4" PVC, DRAIN PIPE w TNRU STEM WALL BLOCK o = (2)#5 REBARS CONC. FTG, RE INF, W1 (2) © ' ' #5 R'EBARS CONT. (29#5 roc O Y i i RE5AR5 W W � X �•— — — —• w MONOL I TH I C; /11-411 1�v #3 TIE l� BARS (2 )#5 KEBABS PIPE THFL� FCOT N D2 12" 0.C. D iA IL 3/v= 1' -0" NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE NOTED, SHALL CONFORM TO ASTM D 31(o1 ( MODIFIED TO 140 MPH ) OR M -DC PA 10-f -95. THE FRC REQUIRES BASE AND CAP FLASHING, SHINGLES OVER BUILDING 'APER OVER 1/16" OSB. SHEATHING PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS 4 10 EA. TRU55 W1 UPL IFT OF 1810# OR LESS X2 5 EA. TRU55 W/ UPLIFT BETWEEN 1811# 4 3620# SEE ROOF PLAN ALUMINUM D RIP EDCsE a 2 X(o SUB FASCIA VENTED ALUM. SOFFIT— \ 8"X8" CONC, KNOCK---/ OUT BLOCK REINFORCED W1 CONC. & (1) #5�P REBAR CONTINUOUS 8"X8" GONG. BLOCK BLOCK REINFORCED W/ CONC. PRE CAST LINTEL ALUM. WINDOW (REFER TO FLOOR PLAN 4 ELEV, FOR DESIGNATIONS) ARE CAST CONC, SILL- 3"X8"X1,I CONC. BLOCK 'REFER TO EXTERIOR ELEV. FOR WALL FIN.) INSULATION (SEE PLAN FOR TYFE) —1/2" SAG RESISTANT OR 5/s" C:;YF. BOARD PLACED PERP, TO CLG. FRAMING 1/2 " G1'P. BD, ON 1 "X2" F.T. FURRING W/ ALFOIL INSUL. BETWEEN - 1 "Xro If P.T. HEAD LEDGER 8" BEYOND OPENING EACH SIDE SEE FLR, PLAN FOR GARAGE CLG. SPEGS. MARBLE STOOL 4LTERNATE BRICK o� u� �Q) LJ U '/2 " GT'P. BD, ON I "X2" \/SNEERx 0 VENEER ,ISULATION P.T. FURRING W1 ALFOIL 3.E.MTL. WALL TIES ; ,INSUL. Q) P.T. FURRING W/ ALFOIL 0 -,' '>2 If SACS RESISTANT BETWEEN (o " O.C. VERT. 1(o " O,C. �o PLACED PERP. TO CLG INSUL. BETWEEN FRAMING ) 0 -IORIZ. -,:/ � 1/2 " G1'P. BD. ON 1 "X2 " N 'E P.T. FURRING W/ ALFOIL 11 . 1 "Xi " P.T. HEAD LEDGER 8" BE�'OND WOOD 5,46E O5* ROD e EA. DOWNPOUR ' SL m Q) MIN. 30" LAP o0 FINISH FLOOR PROVIDE IN5PECTION :E FLR. PLAN FORS WOOD BASE RAGE CLG, SPECS, 0 M PORTS EA. VERT. L r _- J 7 POUR Z _ z Z FINISH FLOOR a Q Q GRA�51 ° (I MIL POL''rERTHYLENE _ ° L=== = PORTS e EA. VERT. VAPOR BARRIER (0" r _ _ I UPPED AND TAPED L___-1 r --- J dD JOINTS. _—_ L- - - I rJ D #5 DO�UELS SEE p0 -y r=—_ FOUND. FOR LOCATION W _ _ 4D o v o EXTEND FTG. 4" FOR � BRICK VENEER a m 4 CONC, FTG. RE INFORCED W/ (2 )#S REBARS CONT. 7''f=' 1 CAL WALL 5 CT � O � UJ/ eTEM WALL FOOTNG:� 3/4 1I.-0 MOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE ,40TED, SHALL CONFORM TO ASTM D 31ro1 ( MODIFIED TO 140 MPH ) �)R M -DC PA 107-g5, THE FRG REQUIRES BASE AND CAP FLASHING. SHINGLES OVER BUILDING APER OVER i/fro" OSB. SHEATHING F'RE1" MANUFACTURED INSULATION 5AFFLE BETWEEN EA. TRUSS �► 4 , EA. TRUSS W/ UPLIFT OF 18100 OR LESS 4 X2 ' EA, TRUSS W1 UPLIFT BETUJEEN 1811# 320# ALUMINUM— DRIP EDGE 2X6 SUB FASCIA VENTED ALUM. SOFFIT 8"X8" CONC. KNOCK----/ OUT FLOCK REINFORCED W1 CONC. 4 (1) #50 REBAR CONTINUOUS 8"X8" CONC, 5LOCK BLOCK REINFORCED W1 CONC, PRE CAST L INTEL -- ALUM. WINDOW (REFER TO FLOOR PLAN 4 ELEV. FOR DESIGNATIONS) PRE CAST CONC. SILL Q' 8"X8"X1(o" GONG. BLOCKS (REFER TO EXTERIOR p ELEV. FOR WALL FIN.) MARBLE STOOL w� V S ALTERNATE BRICK o� u� �Q) LJ U `/2 G1'P. BD, ON 1'X2' 0 VENEER ,ISULATION SEE PLAN FOR T T FE) Q) P.T. FURRING W/ ALFOIL 0 -,' '>2 If SACS RESISTANT �n OR 5%" GT—F, BOARD �o PLACED PERP. TO CLG INSUL. BETWEEN FRAMING ) 0 1 � 1/2 " G1'P. BD. ON 1 "X2 " N 'E P.T. FURRING W/ ALFOIL IN5UL. BETWEEN . 1 "Xi " P.T. HEAD LEDGER 8" BE�'OND OPENING EACH SIDE SL m Q) o0 �Q) :E FLR. PLAN FORS WOOD BASE RAGE CLG, SPECS, 0 M #5* ROD v EA. DOWNPOUR Z _ Z FINISH FLOOR o Q �0 _ PORTS e EA. VERT. POUR MD1 dD p D 3 p0 -y r=—_ PRE CAST CONC. SILL Q' 8"X8"X1(o" GONG. BLOCKS (REFER TO EXTERIOR p ELEV. FOR WALL FIN.) MARBLE STOOL w� V S ALTERNATE BRICK `/2 G1'P. BD, ON 1'X2' 0 VENEER P.T. FURRING W/ ALFOIL 0 -,' S.E.MTL. WALL TIES � ; _ _ ;, , � w ,� a INSUL. BETWEEN 3 Q)1( IfO.G. VERT. 4 1� " O,C. � HORIZ. ' �,��` i o0 - , WOOD BASE #5* ROD v EA. DOWNPOUR MIN. 30" LAP _ FINISH FLOOR o FROVIDE INSPECTIONLi , _ PORTS e EA. VERT. POUR dD p D 3 -y r=—_ 4D o v o r===D D cp p GRADE L --- 117 v v vD L_ D N Lu ° p, I Id � E S � ® fid a D ° • EXTEND FTG, 4" FOR 4 CONC. FTG. REINFORCED BRICK VENEER (2)115 RE5ARS CONT.- SEP Z FOUNDATION FLAN MIL POL'�'ERTHYLENE VAPOR BARFIER (o LAPPED AND TAPED JOINTS. T"V= 1 CAL UJAL L 5 CT f O U/ MO OL 7kC FOOTING O 3/4" = 1' -0 u T"r f=IGAL WOOD --ROOF DECKING 106 NAiLS 4" O.C. 2X4 LOOKOUT e 24" O.C. ROOF DECKING T"l FICAL OVERHANG 2X4 5RACING e 24" O.G. FRAMED WALL a ROOF DECKING (12" MAX.) ldd NAILS e 4" O.C. EXT, 5HEATI­4ING TO a EA STOP ABOVE CMU _ (2) l d � ol . PER PLAN PRE ENG. IUD. SCISSOR TiPIGAL OVERHANG -'1&" MAX. TRU55E5 e 24 O.G. END (2) ld6 EA. END 7/1&" OSB. SWEATI-EINC� E'RE ENG. WD, SCISSOR J12" MAX. EXTERIOR FIN. TO 5PEC5. TRUSSES a 24" O.C. ATTACK CROSS R CIN TEXT. FINISH ON CENTER POINT OF WEEP --- -(4) 10cl TOE NAILED W1 4-126NAIL6 3O.C. PAPER BACKED LATH SCREED TO BE i" BELOW T.O.M. PRE ENC. GABLE END .TRUSS. 2X4 X -BRACING E,4. TRUS5 TO 2X8 FASTENER FER TRUSS (2) ld6 e EA. BOTTOM CHORD 3RD. TRUSS IN TR 5E5 2 '� O.0 e 8' O.C. TO E ENG, WD, 5 50 11 (4) ldd TOE NAILED e ENG. ' EA, 2X8 VERT. TO TOP PLATE ROOF DECKING 2X4 DIAPHRAGM FRAMING EXTERIORFIN. i/ " 0 5H THiNG e 48" O.C. IN FiRST FOUR (4) 0 REVEDNS BY VAPOR BARRIER TO PASS - -- ---2X8 TOP PLATETO 5 FRAMING SPACES ONL�i' WHEN PECS. � IN FRONT OF WEEP SCREED EA. TRUSS JACKS SPAN 4'-d" OR GREATER SET BACK P EN GA E END TRUSS 0 E 12-08-12 D,4L -i/1� 058. SHEATHING GABLE �iS" W/ _ - 0 2X8 VERT. 24" O.C. 4 (2) d EA. OT CHORD e) MOISTURE BARRIER AND TEXT. CEMENT BOND BREAK PERa° (4) 106 TOE NAILED FINISH. FLU5H 2x4 DIAPHRAGM FR IN N &TH EDITION 2011- R-703.1 2X8 P.T. SOLE PLATE G�'P. BD. (SEE STRUC. NOTES GABLE W/ zq I, FOR NAILING PATTERN) SIDING FINISH � A O.C. IN FIRST FO (4) ��p U WEEP SCREED -PER 2 0 ANCHOR BOLT W/ 2 FRAMING SPACES- NAILS STN EDITION 2017- WASHER a 32" O.C. REFER TO TO TOP OF BOT M CHORD Q) 5 REBAR IN POURED DETAIL A/D3 � p- � � w KNOCK OUT PRE ENG. END CONC. FILLED LINTEL SLOCK FOR FLASHING w JACKS a 24" O.C. 8'-d" MAX. W/ 1 REBAR REQ. 67® CONG. BLOCK WALL T''PICAL CMU WALL ° ��° � G-� �I - A I _ C�'P. BD. SEE STRUC. NOTES o D3 S 3 ldc�it NAIL5----""' �j FOR NAILfNC PATTERN) W g D3 p ATTACH CROSS BRACING 'E Q04 CONCRETE ROOF DECKING W/ 4-126NAIL5 3 O.C. N Q) BLOCK WALL 2X8 P.T. SOLE PLATE c c A FLA,5� � N [DT A PRE ENG. WF-), 5C 155OR PRE -ENCS. WOOD TRUSSES I/2"o ANCHOR BOLT W1 2" Q)� 7d N3 TRUSSES im 24" O.C. 24 O.G. G _ 1 1 A 5 LE EN � WASHER e 32 " O.G. � � � o c� � D3 CONC. FILLED LiNTEL BLOCK � cd (2) 106 NAILS v_ TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 1 /4" W/ 1 #5 RESAR co C '� ROOF DECKING Jm M i" EDGE`) 1 1/2 EDGE) 2 1/2" EDGE 45 s 24" O.G. 2X4 LOOKOUT e 24" O.C. � � �� TYPICAL OVERHANG 2X4 BRACING e 24" O.C. x 12 MAX.) 1d6 NAILS 4' O.G. � p ' ( 10dX3" C� SHIM UNDER' TRU55FL Z COMMON Z x � ���� �� 4 ° �� c � Q W � lu t" ZU� x 8X8 XI& GONG. LINTEL\_2X4 5LOCKING 24 O.C. N 1 1/2" = DBL. 2X8 TOP PLATE BLOCK CONT. POUR (5TAGGERED) UJ/ 15� REBAR CONT. PRE ENG. UJD- 5C1550 6 w 2 1//1� OSB. SHEATHING 6E5 24 `y N 1OdX3" i 2X8 VERT. a 24" O.C. CONC, BLOCK WALL 4 ' EA. 2X4 12" MAX. ) idCommo 1 odx x x 5ELOW EA. TRUSS D I - AM INS � o _ Z G-4 � E TA I L e 48" 5T F (4)'� r� COMMON 2X4 X-SRACiNG z EA OPP. SIDE U 6 81 � . 2X8 VERT. 1�3 8' O.C. TO _ -4 TO PAMINO SACE - ILEO OIL TOP OF BOTTOM C RD 3RD. TRU55 IN =ct) ---2X8 P.T. SOLE PLATE p coMMONcp 1�2 "� ANCHOR BOLT UJ/ 2" ROOF DECKING (2) 10ol e END �- X oPP. SIDE 14.,]WASHER 32" D.G. PRE ENG. IUD, SCISSOR OF BLOCKING � 2) 106 NAILS e 12" O.C. 5 RE5,4FR IN POURED TRU55E5 e 24" O.C. Q) S_ o (2)2x4's (2)2X6's (2)2x8's KNOCKOUT ATTACH CROSS BRACING Q 2X JILT—L�f= &TUF,) W/ 4-126NAIL5 3" O.C. � CO I�MN i'A I � �-� � � � c2) �>�� � NAILS � E.4. D �� � �� D3 END OF BLOCKING REFER TO -i/1�" OSB.. SF4EATHINGs�p,� m W 11/2 =1 -d THRU BOTTOM CHORD DETAIL A/D3,I- z BOTTOM C+ -TORO OF TRUSS FOR FLASHING 2X4 VERT. oe 24 O.C. 9 � (4) ldd NAILS o EA. o 2X8 PLATE •�------ G-2 BLOCKING TO PLATE REQ 2X� P.T. SOLE PLATE 0� 2X8 CRIPPLES L L 0 D3 106 NAILS :e. _�_--- 1,2 "(P ANCHOR BOLT W1 2" c � 0 (2) 2X� HDR. -UP TO (o'& '`----2X4 BLOCKING 24 O.C. 4 O:C. WASHER 32 O.G. (2) 2X8 HDR. -FROM (ol TO10, 2X8 P.T. SOLE PLATE ,°`. —GONG. FILLED LINTEL BLK. w W -i/I�" 058. SHEATHING W/ 1 #5 JLL�RE BAR �� _j4 EA. SIDE CONC. BLOCK WALL s p �� 2X8 VERT. 24 O.C. _2 4 ENE) a a il 2X8'5 e 24" O.C. (4) 106 TOE NAILED 3 FLAT OTTOM A L `� Q ,, L 8 G SLE END 9 00 ~ 2X8 SOLE FLT.--,,,,�"= = - - = ° !� y��`----2X8 P.T. SOLE PLATE ROOF DECKING p (L 2X4 LOOKOUT � 24" O.C, u Q) A ril iTYPiCAL OVERHANG 2X4 BRACING 'a 24" O.C.2X8 FULL- ( 12 MAX.) 106 NAILS 4" O.G. - LENGTH STUDS Iii.------ JL-----_------Jh.. 2X8 HEADER __===== -_- ____-- __- 3 p w 5TUD5 - - - - - - - - - J PRE ENG, WD, 5 1550 u Q) j 0 DOUBLE DOOR SINGLE DOOR WINDOW I/ "� ANCHOR o 2 ' ' BOTTOM CHORD OF TRUSS 55E5 e 24 � � BOLTS UJ/ 2 " o 2)10' - .E a FOiz MULTfPLE uJINDOUJS ,4ND � � , 2X8 PLATE G-2 12 MAX. �s [j� DOORS USE 2 T 41=CONS PER WASHER e 32" O.C. 2X8 CRIPPLES D38 DIA fi�' ST F AMIN �) Q) 3 W 2X4 X -BRACING MING SPAG AILED Qi S_ WINDOW AT THE I-IE,4D ,4ND 4 (2) 2X(o HDR. -UF' TO &'� 8' O.C. TO ��- TAPCONS AT THE JAMB, BLOCKING SHEATHING (2) 2X8 HDR. -FROM �'-i TO ld' TO TOP OF BOTTOM 1 RD 3RD, TRUSS IN BUCK ATTACHMENT DATA GLASS OPENING SET HDR. BEHIND TRUSS V, CHORD IF NECCE65ARi' Q) 0) SUC,<S, &HALL BE 1x4 OR 2x8 PT AT WINDOWS OR. 2x8 FTAT - - - (2) 106 'a END � � Q o B 4 I � � 5T18 e EA. SID ATTACH CROSS BRACING � to a DOORS iN F'INIE OR SPRUCE, AT WINDOW5 ATTACH BUCKS TO OF BLOCKING E BLOCK WITH COMi„lON T -NAILS AND f=LACEMENT SIMILAR TO D3 � � ��-� ; W1 4-12dNAIL5 3" O.C. � z 2X8 5 24 O.C. - �; 2X4 BLOCKING- PARALLEL TAPCON5 SHOWN. AT DOORS OfR FIN WINIDOWS, IN BLOCK. ENTERLINE OF RIDGE LINE ADDITIONAL 2x4 BLOCKING rr"I� p Q w ATTACH 5UGK5 w/ 2 T -NAILS TOF' AND 5OTTOM AND 8" O -C. 2X8 SOLE PLT. I �, I �U/ EACH 2X� VERT. z a W/ 2-126 NAILS EA. SIDE •• °• °. � , •, .. LTJ STAGGERED IN THE FIELD.2X8 FULL- •°r„• '� 'L _ - _ _ _ _ - _ _ _ _ _ �' • ��•; • 2X8 BLOCKING- BETWEEN LENGTH STUDS •�• �.• y o ; . REFER TO EACH 2X8 VERT. USE MIN. 21% " T -NAILS w/ lx 3UC1G. USE Mf N. 1% ° x 3" TAPCONS _ - - - - - - - - - - F DETAIL A/D3 106 NAiLS ' 12" O.C. D cQ DATE 10-01-05 2X8 HEADER ' r - FOR FLASHING Lu/ 2x BUCK. START ALL END TAPCONS WITHIN � OF I PRE -ENGINEER ROOFSTUDS , �' ' REQ. 7/16" OSB. SHEATHING � o GOR:NER'S AND 30ON CENTER MAXIMUM. TRU55 TOP CHORD , �, 5C:ALE 45 NOTED NOTE 1/2 ��,0 ANCHOR ' • �; e ,, 2X8 VERT. 24 O.G. BOLTS W/ 2" (4) 106 TOE NAILED WASHER e 32" O.G. � � � DRAUJN MNF iN CASES OF BLOCIK OPENINGS LAR'.GER THAN DOOR FRAMING: � 2X8 P.T. SOLE PLATE � ,• ld6 NAILS d � �oB A4TTAG4H ADDI�OS AA -,T 3X F OM 1NG TO END AND�2�OC NUJALL USiNG CB � �A � � 4�� O.C.-_`\,.... � sN T P GLASS OPENING GONG. FILLED LINTEL BLK. f EE TAE CONGER ATEAHOM �N RATOI G TO END ND 12DO.0 IN CTNE 13%q II 2 D3 N.T.S. BLOCKING 4 SHE A RING G_2 UJ/ 1 REBAR o P W R E D D CENTEfiR. D3 N.T.S. D3 CONC, BLOCK WALL u SCISSOR GABLE END Q1= SHI=TS