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DATE: 09/14/2015 JOB NO: HA9139 PRE-MIINEERED TM 0 Z-0' O.G. ("j PRE -Br NM TRW 0 2'-0' O.G. M DESIGN BY: LINE OF LOAD PATH 12 LINE OF LOAD PATH 12 DRAWN BY: JRH REFER FRAHING PLANS 5� REFER FRA % PLANS 5 CHECKED BY: GC PROJECT: 3615-HA9139 DHBN IM& 51,11N61.E5 ON / DIME145IONAL SHHN&M ON FELT PAM ON FELT PAP@t CHECKED BY: JRH,JGZ 1A6' 05B SHEATHING 1/I6' OSB %EATHHNG EST: GONT. ALUM. J In' 6YP. KLL BOARD " „ CONST. MNGR: - GONT. T. -- DRIP STRIP DRIP STRIP S • Ib OL. 294 STUDS a 16' D:G. SUPER; 4' r INSULATION IMATION MN ONN �W M Fk1`'�' ... R-30 BLI/3' i'l'P. MILL �� FACIA �' CEEI.INb BOARD W/ I/2' GEaLING HOARD NV DATA REVISIONS MIN. 20 SUB FASCIA KNOOT" CEILI% FINISH MN. 20 SUB FASCIA KNOOKM CETLII% FINISH ( DATE U 2� OW VINYL SOFFIT VINYL SOFFIT 1 e TIDE HORIZI#5 S� T? fM (2 MIQ P'�MIE I'-0' REFER FRAMIN6 PLAN 1 "0 ACI D FRAME DATE / FINISH COAT APPROX. 8 X 8 KNOGK-0 BIAK 15(I) 8» x 8» UT BLOCK 1 /4 1N. (6 MM THICK GON1IN101F REAR NEAR TOPP W� �.-M #� � � 06 THE COURSE CONT. TO BE LOCATED NEAR 8' X 6' PRECAST GONG. LINTEL TW TOP OF THE COURSE ABOVE NM i DOOR OPENINGS SEE SHEET AI5 FOR LINTEL INFO. NON-lhPAcr INTERIOR DOOR JAMB � I,N' . ;1 _ . ALUM (TOS/41 ERT. REBAR TO TIE BEAM CONNECTION SCRATCH COAT APPROX, = 1'-0' 3/8 IN. (9.5 MM) THICK PRECAST FLUSH GONG. SILL o NfIDOW (tYPj MOTAR JOINTS TYP. MARBLE SILL MASONRY SHEAR WAI15 BEGIN NUTH A 15 VERTICAL WNGE BAR FROM FOOTING TO TIE BEAM AND END NTH THE OF PAW O�W IN�TfRI0RONE �N44lTJ5 4' I b' AIR �y SANE. FILL CORES NTH GONGRETE EQUAL TO 3po0 (� Exterior use of portland cement plaster shall comply /� TOR &"TTET� PSI. o 28 DAYS. with the application requirements of ASTM C 926. � FHN 8' GONG• BLOCK WALL SHEAR PANE. - GO6575 OF 1/2' GDX PLYWOOD NAILED -- T LO REFER TO E EVAT10N5. 3/4" P T •tom N� :� . — YIITH Sd COMMON NAILS AL50 (61.UE Y'kBl P0561BI.E) 3' O G. co 11- co CY) W AFOIL R4.1 - I �� I E76ES S 4'OL. FIELD. ALL OTHER PLYMIOOD BETAEEN M N Sf EXTERIOR WALL FRAMING M PAN3615 NAILED WITH 8d C044ON NAILS 4' OL. J cY) 1 /2 CDX PLYWOOD OR OSB 4» GONG o 9000 I ED6E5 VOL. FIELD. ALL PLYWOOD MOM ON SHEAR � U � M ALL GONG. BLOCK GORES W am P° "V .� I I (I PANG. AREAS) SUPPORTED BY Zx4. SPEAR PANEL ENDS w/ Q • WEATHER BARRIER TO _fLLED •4 WJ"lM k � i/2' 6YPBOARD (2) SIMPSON CNST (STRAP) (OR EQUAL.) NAILED TO EA a _ #5 BAR am STUD (TOP a BOTTOM). � Q PT 2x ROOF FRAMING DOUBLE TOP PLATE 2r MIN. LATH PER I I=1 I I=1 I I=1 I I1 11= _ _ _ _ Y w ASTM C 1063 I 8x8x16 GM1 GRADE 60 n VERWAL o 48' `.. III-1 I I-1 I I-1 11= ' FOUNDATION SYSTEM WALL mrPl I I I I J N 7/8" STUCCO FINISH OL STENI yam, HEIGHT I I=1 =11 I 1 I I=1' A NwMur4 1/2' DIAL x 6' LONb ._ = FIRE STOPPING `'� Ln 01 FT., t UNBALANCED SOIL = _ — 501E BEARIN6 PREaSURE EXf'AN510N OR TOGGLE I c') I I I I_I I I of 200o PSF. C rn Z ' HEIGHT <= 6 FTC _ I I I 2x STUDS 0 LENGTH OF SPEAR WAIL CO � I 1=III—III—III= BOLT ►� 2x2xu8' • III= I I=1 11� WAS mrP) 16' o�.2 S.YP a �-" w -1 I-1 I 1--I II u- K �5� fb- (+ 5YP �x4 o Ib o.G� c� �, = I I=1 I AND GONPAGT®SOIL I I a° ° a b» z w • — _ II II (2j I6d COMMON5 TOP c O z 1 1 I 1=1 I I - PT 2x o PLATE W AND BOTTOM PLATE 9 : --� I —III —III I I —I I El I I —I 0' o. GUT BLOGIC ALL STUDS A9BEND • _ _ — STANDRD 0 :� NBED — I I I I WASH (YYPj • - I I ° Doll =I i AR uNwR I"N F000�N6 '� TOP OF SLAB 51MP�.�ON }� TYPE HOLD OM bow MODEL: 3 CLEAR I/2 m x t o ANuiOR BOLT 9 -15 Installation of exterior lathing and framing shall comply • 4 with the application requirements of ASTM C 1063. 1,.4» A17oI T. /2"N( xx 6' Ll. IN LIMIT 5 IN A ROIM, 5 TOTAL. PIER HOM SPECS FOWFoy m�J STUD TD BLOCK CONNECTION BEARING WALL XMRIOR FIN15H DETAI 5 TYPICAL WADI. 5EGT10N 6 TYPICAL SHEAR WALL PANEL AL NOT TO SCALE 2 � '; CUSTOMER: 3/4' = 1'-0" 1/2' = I'-0' (1^I'BN SHEAR LENGTH 15 LESS THAN 2'-0'- N.T.S. L U C K EY AADDDI ELMERS �HAI ILINNQ AL WOOD GuIE 1N 39119 PARK D R . ZEPHRYHILLS, FL 3354 USE 4 NO.2 5YP BRACING ACV 55 2 BAYS ROOF LINE ® 4'�` 06 NAILS (GLLIM)AT EACH END TO BLOC.KIN6. [ o 0 O 2X4 BLOCKING FIRST 2 BAYS v .��TRiSIS y 33 TRUSS - L • � 3 @J 3s • p 3 0 0R BRAG P� a :>t TO 44' SP7:2 Y 1/16' APA RATED NAIL RAT TO r • t Sf�AA IN6�Y'�[Sd � 4JAiCEN 0 RAT 00 g�q�� Tim wl IOd — OWER FURNISfED RAIL a `0 RAT RUNS AT 15'OL. WXJ REMAINDER OF ROOF SY5TE�4. � TOP RAIL *0 m N C40 INTERMEDIATE POST en t° 0M , SEE DETAIL 1A6' APA RATED SHEATHING � o LL Note: > ON 2X4 6ABLE TRW MV ° 00 BRAGIND PER TRUSS ENDING. SPINDLES SPACING 41 MAX 00 ° I L r BOTTOM RAIL M s For missed straps, a Simpson MTSM16 strap as a — o retrofit connection is acceptable for an uplift connection of 860 lbs per strap. (2) Simpson MTSM16 NAIL BOTTOM GHIORD OF EA GABLE ` iv 5GRENS PER RAIL MAN1F. SPECS. straps as a retrofit connection is acceptable for an END TR)S TO 2X P.T.BLOGKIN6 uplift connection of 1720 lbs per pair (install opposite TT ROOF LINE , ENGINEER'S SEAL face of masonry wall). Each retrofit strap shall be 4 N0. S � ��N65 KW NAILS 0 b OL. t FASTEN SELECTED HANDRAIL SHALL BE DE516NED fastened with (7) 1od nails into Southern Pine lumber 1� ""' ) AT TO TRUSS TO BW BM. NU51NPS% 2xb P.T. 5YP AAn'X8' J-HOIT TO SUPPORT 50 plf UNIFORM LOAD t A CONCENTRATED I HEREBY CERTIFY THAT THIS PLAN & and (4)1/4"dia.x 2-1/4" Titen screws into 8" masonry METAI8 0 24' OL. STA66ERED AT 48" O.G. IF 2X6 P.T. PLATE 15 LOAD OF 200 b APPLIED AT ANY POINT SPECIFICATIONS WERE PREPARED/REVIEWED bond beam. 2X T�NG FT 2 BAYS IN ANY DIRECTION. BY ME OR UNDER MY DIRECT SUPERVISION NOT UJr'ED, 6AHLE TRUSS MAY BE AND COMPLIES WITH THE FLORIDA BUILDING Ibd NAILS o 6' of,. FATENED TO TIE BEAM WI51MPSON L CODE 5th EDITION 2014, j� G�'Q �o '��/'�� •� t� H6AM-IOKT 032' o.G. ALONG TfE FLOOR .I015tS OR SLAB PLANS) RESIDENTIAL/BUILDING. ALL SIGNED/SEALED "Il IN6 5 1 I�T'�I� I I 0 1 1 DRAWINGS PRESENT IN THIS PLAN ARE FOR N.T.S 6" LINTLZl11E-BEAM A INSIDE FADE OF TRUSS BOT GfIORD 4' MAX SRE CNNOT A 2 � REBAW ' � PHESTRUCTURAL DESIGN ONLY AND ARE VALID FOR 12 MONTHS FROM THE SIGNED DATE. APq �1ttNllfllllllli/,�� EATHIN6 09 NAILS ALL` XE5 BLOCKED O ETAIL � � �' j AAAF 1RU56 bR7 MAC* PER MW ENS TRUSS 24' ot- NP TO 44' SPAN1 — 4' SPF CANNOT PA%. � iINROU6H I/2' 6N8 NAIL RAT RUN TO b' TRUSS W (2) 10d SPHERE � DETAIL CEILING 2 x 4 X 14' SPF RAT CANNOT � GUARDRAIL AT AD TO "ON& E. PASS LEVEL SURFACE Guo jie- Zhang. PhD, PE Date FLAT CEILING RAT ROOF �T�I� (�41 REErWNDEEt THROU6fI PTHRAU6H OR RAMPASS Florida PE No. 47744 2911 Folklore Dr. -- Valrico, FL 33596 (813) 657-8865 I GABLE -END BRACING DETAIL HANDRAIL SECTIONS N.T.S.