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660 Orchid St SFR 2012 plans - a ayF.'�^v"W:.r.p.w•fi✓'��.anbji3:'M•,,c'R,e'�yy{ �` 284 LF COLLECTOR o ' a 214 LF ALL LATERALo �` iFILE Cori i 50------ a N1 ' CLEANOUT Ci Atlantic Beach m V EL = 3.fjan irtT and Zoning Department C /- c r 0. s _ T1P. FOR 6) a This approval verifies compliance with applicable _ vis' land zoning, subdiand other local (.L1 \ 30 0 15 30 \ v-�; b developm ations, but does not constitute _ w 15'tVATELY MAINTAINED -; ,i approve a issuance of permits. Compliance 6' CLEANOUT pRAINAG�EASEMENT = -- ' - STOMRM ith Ida Building Code and ai INV EL 3.30 l other applicable N a 1MENT FAWTY TO \ �. al, State and Federal permitting requirements SCALE IN FEET \` \ 0c; `,, BE PRIVA9ELY MAINTAINED -t be verified by si ature of the City of Atlantic W cn 1 \ g 0 006 ,'' Ep�•8 's•_ B ch Building OfficiWprior to the issuance of a N \. \, j--- -------- 20� �. '� ding Permit. o \ \ \ x o v 2`L �� \—�x� i.` Ap �J ed B -- V� 6 Q1� "7.4 ,a' �- � �-_ \ \' \p\ y' Irec or m Q \\\ \ SILT FE I CE( t`1 W /erg, . \ �� \ Q I `'0�b- � ��/R � \ \ may; \ ate: r-� 6" CLEANOUT I - `S '- /��l�� \ VA XMAINTANEO CID �^ INV EL = 3.10 /; E ��q N GE'£ASEMENTLLJ %� \� CP c '/� _ �7� o WALE VER\✓<JNDE4RAIN PIPE \ \ \ ���---.q� I \ OR LJ ` 416 O, x \ \ \ ` \� �� o� x \r" \ N� \L o\ LIN ;Z r 9.3 P �� oP\' \ �\ �7 1 9 x 9.5 2 \\ ®6 \ 10.0 dx 6 \\ �t-%�/ \ \ s 13 \ mom' \`" \ ,� N► \ < o 140 o `k\\N � At X L' \ { \� o� x � �F= 9.3 � \ \ m� \ °�\ " \ 1 CRETE \ '�, CRETE \ m rn z z Cf iE i�\ \ PORCH \ 1, 10.0' PORCH �` a r� PORCH \ \ + \ E3 F,F- N ,� \ 11.00 \ 5� q \ o \ 10: 0 1A`80.' �k• � °` v _.� �._. � � �._._ _' •'.r.....- L._._ _,.,_;.-' @ ' 1 \ I III �+�\ 20' FRONT BRL 110 : \ \'r"^ 20. L 20 FR BRL 20' FRONT BR �� 20 ER T'�L' ' 20 FRONT BR N III 1 C:.. .:. < 0 a '' \ I si7 I ,..` ,� \.\. \ 9.5 :A` , 10.4 10.4 00 VI—X—X 9.8 N:`of \ 1 ---- — -- _ -- _a'� — -0 — _ r _+ ----- a WTH +ai�;. :e.rt.' m °' �0 41r rwca'erwv S20 2�OO�W.'/5.(�6� C 55.62:' ; :?, ANogr Ara S 01.2 OV W 43. 6 .� O =� ....w __---_----- [lEVA71p1•:r p __ — ' — — --- — _ -- � W- ..• .1.._ __= O� O U ---------- ---- --- — --- $ 0� i fit— -r ----_-------�---- ------- — ------�---- --------- — .--- CRE7E QIRB AND QITTER I ` I CONCRETE CURB AND GUTTER 'Q� n. N O R C H I D S T R E E T SILT FENCE(�' O .� APP3�IA f41/TE%lE W P V —_— -—_—®_ � APPR070YA1E C4IIlERIlE Of PAVOE]IT m ®®®®®® 1 i 50' RIGHT OF WAY (PAVES) PROVIDE SiOOTH TRANSITION FOR W la=-——— 3 FDOT DRIVEWAY FLARE ONTO Z cii U a o —_ �\ I,/moi ___---- _--_------ T '- — Q U --_---====—=--======--=----------- \ �I� NOTES' —__-- 1. SIDEWALK SLOPES AND SURFACES SHALL BE IN ACCORDANCE -------------------------------------------------- SHEET v I� �� I i WITH FLORIDA BUILDING CODE FOR ADA REQUIREMENTS r o I�I III J- 2 CONTRACTOR TO COORDINATE wnH CITY OF ATLANTIC BEACH V/, , Ili III ON SIOEWALK CONSTRUCTION, WATER METER LOCATIONS, AND ' �a v SEWER PAVEMENT CUTS. ✓ .fl a 3. HOUSE LOCAT06 MAY BE ADJUSTED W14N THE BUILDING A. RESTRICTION LINES BY CONTRACTOR AS NEEDED. G REG. NO.568i9 v 0 a` ll ` 284 LF COLLECTOR O 214 LF ALL LATERALS 9 -A 1 \ �� O 6 nN City ofi Atlantic Beach 12o ' �` Planning and Zoning Department ` \ �` N applicable a 6" Cj�lNOgpproval verifies compliance with app - IN\ (FLOW 1.90 subdivision and other local land m C b �T TI?WIgpment regulations, but does not constitute Z o a x- -; �' - approval for the issuance of permits. Compliance - gr`�\\ with Florida Buildi H Code and all other applicable _ / 30 l) 15 3� \ d ` - %< �T R: Federal permitting requirements 0 o• REP local, St w 15�NVATELY MAINTAINED - ,�; must" rlfied by signature of the City of Atlantic I� a U_ 6" CLEANOUT w ~ < pRAINAGE EASEMENT - '� Be Building Official prior to the issuance of a N \ INV EL = 3.30 NG STORMW a \ o -HENT FAU41Y TO \ `\ \ uilding Permit. C SCALE IN FEET p4' BE PRIVA96LY MAINTAINED,, \ '� ';` w \ 6 6oW ' ` �Ep�R.i s•. �.,, \\ ,1 approved By: C -nt�irectQr N �fv \\\ \ \ BIC 8 \\ e: m74 o SILT FM(JP O ;y 6" CLEANOUT 01 p MAD Zf---'1 o INV EL - 3.10 /�4 l N GE EASEMENT jf `, x W U aN �-----i 4 d \\\ \ e��• WALE VER\11NDEI2GRAIN PIPE \ \ w \ �+v�4/ \ L, LjJ O O 0 ------------ \ a-MIpO� ,r9�� \ \ ---'i"' TCS Nia-Lz(9 Ott v, '��' 8(�\.i' \ \� \ I \' \ \ �. \p U Q4)EL CIS /- %''- \ <O N \\� :Nsmp�a-zea N�2 ./moi a -/iR�p�R•i Nti \ \ \ \ <O c \� \�x� / 3 ON \ \s iO 'p. \� N z 9.3 06 9.3 9.3 \�#1 ;%jay%•q \ \ X\ x \ j\ \p '\ o < 9.5 1 2 \ �� 5 10.0 Q y,,► \\\� '\ �. 40 \ \ Off\ \ W ��t iA\ \ ,�%NT` �t. 'g �'� � G N N d \ . \ \ \ 4 \\\ C ' CREE U L"L„Nc ONCRETE 1993 wi\x PORCH 10.0 PORCH PORCH P 03 -OLI\ O a\ 8X16 11.00 PORTQ ANY <'\DUMPSTER qvC14 POR\\- D—L,Ey.O \ PORT-O- \�' to \ \ 81X'6'8,A1 POQ �' 1111 `� \ POD 6' ;•10:Z0.' D M 1fi,_ _ 1Q.SQ:• 4 ti 4 .y ' 20.. f L' 20 FR BR 0':FRONT 1 _ 20 FRO�JT't3{1L' � y FRONT BRL T� d:�' "`\� a V:." •�w 4 10.4 \ 9.5 `.. ''A i N e; V. . ••. \ 9 i •t. s ,L ♦' ` y o 4. "KP slow miff \ I S•i;,:., : f`w:,y.rwC'D.N+C'.R..;E.W:T.E,r.W...R'1B"`A.:N;D:W'•.:'.. te.-- ==�=_='===-- _.v ———'a—i———:tiw:�;;;:-�:+:�v"p'>GJ'?' '� E;� Ji' _:-'=-..%&s____- =-_•-.�..-.:-' -is_:e n ss_:: ___ ' +=r _+D -.yN =--=—_ -- M- ? + _ — w-3»f. , — O• M '700 W N'JETgo" 43. ./ 6o�. I Ana� o o = = _ u9•B oc-nII Typd 'o O R C H I D S T R E E T ALT FENCE( - DUM6PSTER - PQ O s ✓ d APPROM CENTERLINE OF PAVEMENT ——— m—_—————— m ———_—— y —_m— APPR=MAIE CENIERLINE OF PAVEMENT P I 6 ° 50' RIGHT OF WAY (PAVEb) CONSTRUCT DSIVEWAY TO BE FLUSHAW " p V) ------------$3 CONSTRUCT DRNEWAY TO BE FLUSH 72 --_ WITH BACK OF MIAMI CURB WITH BACK OF MIAMI CURB (TYP.) z W U W =``o\ I1--=-=_____________________________--------------- __________=====__ ¢ d --- -----_=====-=-------------------------------------_______________ p �\ CONSTRUCTION PARKING WILL BE ALONG ADJACENT - A A U vUi _ �\ // STREETS AND CONTRACTOR SHALL REPAIR CONTRACTOR TO CONSTRUCT 4' m \\I // I t RIGHT-OF-WAY TO EXISTING CONDITIONS SIDEWALK 02' HIGHER THAN THE SHEET J -----------------------------------------------------------1f=EI CURB,WAS-DIRECTED_8y— -- t II I� 1° THE CITY OF ATLANTIC BEACH STAFF ' o III III j Q GARY A.ABBEY,P.E. REG.NO.56819 v 'o a U BEARING HEW 560ULE > 5: - ;7 Cl c, o G 02 GJ05 G jo3 _j L L C., x- C- cl V. r FOR '0 NIAII 5 N, ART 11AIIII.) ED�'PRAWi%jt5OR PERMANENT gEF�.?TQ�ENOINaEt c IRAI r�,EOUIR z, jpu�5E',(IN it'I'lU, VUNILI VALLEY FRAMING) PECED OR REFER TO DETAIL V105 FOR To) ALTERNATE DKAG!Nr REOUIREMENT5. 3)ALL VALLEY5 ARE TO DE GONVENT10NALLY FRAMED DY DU119ER, 4)ALL TKU55E5 ARE DE51GNEP FOR 2'o,o. MAXIMUM 5FACING.UNLE55 OTHER415E NOTED. N.',0 T-,E H A'� 5 t Np r Al L u LEY 5,)ALL WALLS SHOWN ON PI-AGEMENT PLAN ARE GON51DERED TO DE LOAD DEARIN6,DNLE55 OTHERWISE NOTED. 6.)5Y42 fgU55E5 mu5T DE 1N',TALLEP INNH THE TOP 6EIN6 UP 7)DEAMIHEAPER/LINTEL(HDR)TO DE FURNISHED DY DUILPEK, 01 GJ 6IBuilders T06 FJ02 2 FirstSource GJ05 GJ Jock,,oriyillo PHONE 904-772-6100 FAX.904772-1175 O 01 Tampa PHONE:613-621-9831 FAX:513-626-6956 O Freeport 05 GJ FHONE:050-535-4541 FAX.550-835-6055 Q) 04 4 GJ 2D-03-00 5-06-00 BUILDER: Doar,he-, Habitat -UAL ANVE55 660 Orchid 15t uaoEc no 13drm no DALE: PKAIN Pt. TI.I"I'll",1 1 10/25/12 M'5K 446346 zra–L.–,l M57— F- OVAA q 7 2 2 1 q 7 WEYRHAU5H HO U 100 2 100 10 no no 446346 M I T E K F L A T E A F L' 0 M,a,,ni Hi s ty i I 1 1671 FRANCIS AVENUE ATLANTICBEACH , FL 32233ahs (904) ,241 -1222 Hab*ltat Humanit FAQ: (904) 241for--4310 Y] 1071 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 -- - - (004) 241-1222 FAX: (904) 241-4310 C. ODE M DETACHED SUMMARY5 SINGLE BUII. DING — ------------- I I TI : CITY OF ATLANTIC BEACH BEDROO 1B` D i BODE ENFORCEMENT JURISDICTION : � � REQUIREMENTS 660EAS FLORIDA FAMILY HOUSE ZONING BODE. TH E PROPOSEDSTRUCTURE COMPLIES WITH THE i } DISTRICTS, IMUM CHAPTER ZONING BODE FOR RESIDENTIAL IN LUINO MA DUVAL COUNTY 6 � BUILDING HEIGHT OF THIRTY FIVE FEET '- " ZONING CLASSIFICATION: FSO 'MIND ZONE: 130 MPH WIND—BORNE DEBRIS) 5 f " BEDROOM FLORIDA BUILDINGCODE RESIDENTIAL: 2010 EDITION DRAWING . � DETACHED �. '�. RI DA BU I LDI N DE PLUM BI NO: 201 EDITION # r FFLLORIIDDvAA. BUILDING CODE .—� MFE MAl AL 2010 EDITION A . .. SIN LE TION NOCODErUEL OAS r 2 10 EDIi FAMILY`TITLE � HEET ' CE II INDEX GE [AS NATIONAL ELECTRICAL CODE: 2008 EDITION HOUSE A2- ANDFLOOR PLAN FLORIDA FIRE PREVENTION BODE: 2007 EDITION w,s _ — ----- — A3— ROOF PLAN f OCCUPANCY CLASSIFICATION : RESIDENTIAL A4- EXTERIOR ELEVATIONS BSC} ORCHID STREET r, ATLANTIC ANTIC BEACH, FL NCOSTRUCTION TYPE: TYPE —B (WOOD F i RAME) A5- ELECTRICAL PLAN AND DAGRIA 32233 4DUVAL COUNTY SPRINKLED: N FIRE DISTRICT: NO I BUILDING HEIGHT— APP HEIGHT- f APPROXIMATE HEIGHT AFO: 13'-0" MEAN ROOF HEIGHT: 1 —4 TITLE SHEET, m BUILDING AREA INDEX OF TOTAL A/C : 1 ,442 SO FT. N, DRAWINGS - s GARAGE: N/A -GENERAL City o�ic BeaCh ent ENTRY ! H . 176 FT. Planning and Zoning Dep liance with aPPlicable ;I Local land NOTES This approval verifies coma other STORAG47 SQ E: FT subdivision but does not conliauce --_ --------------- —__-_-___._-- zoning, Mations, ermits. Gomp — development reg I;cable { ! approval fior the issuance of p Code and all oth era p{ements ROOF 1 665 S FT. with Florida Bu;IdiFede,al permuting M Atlantic TOTAL UNDER � ! State and, ! si nature of the City ,�/ local, verified ol, g must be Prior to the issuance o a Beach Building Official Building Permit. ct r APProved By: DATE. 10/12/12 0/1 �-}f -------- ------------- 4J1 I GI --- Date: DRAWN�p ��/ BY L.7 1 uuns✓.+��x�.;�-ems:'•..'' "".. i it r r ., u 3 A-4 I 29k-4"29'-4" 9'-4" JJJJ 10'-0" �+i-1/1 iY 120-6'# 3,-0" 7'-811 31 611. -.__ --._ _. -... -.... IVV1I �f illl 1Sf 7P-8",l� ,/'� �` �a�84 "' 1O91_5rr I - . Beaches ABV ABOVE A/C EGRESS EGRESS 'ot t C - w AC AIR CONDITIONER COMP 3Ox52 SH cep IIE 30x52 SH I i -It f IIS AFiU A R HA IQ AFF ABOVE FINISHED 1=rR U VITLOOR :(6 -1 O 2,J HDR.) �- 6' -10 " HDI . I cry I V) - - - CABS CABINETS CLNG CEILING for Humanity' C'OL COLUMN DR DOOR STORAGE �W DISHWASHER B E D R M 3 , AGE � � '167'1 FRANCIS AVENUE 8 CLNG 8ATLANTIC BEACH FL k FLR FLOOR ' CLNG ! FP FIREPLACE � � 32233 GLS GLASS - I I (904) 24'1-'1222 H,B HOSE BIB "0 00 MC MEDICINE CABINE'r I OWNER FAX: 90 ) 241=431Q MIR MIRROR M7L METAL. _ 8' CLNG V, -vi OHC OVERHEAD CABS � V) Y-- OPNG OPENING � � ,� OPT OPTIONAL w rix 51-211 4'-!'-Z3 " I 4 = � -� 4'-4,0 c� � o R&S CLOT)-IES ROD and ;SHELF rn }VS - ELEC f� REF REFRIGERATOR -I 3C7/b PANEL O/5€3 i _I SD SMOKEDETECTOR SGD SLIDING GLASS DOOR - r - _ - 4068 rR 3065 SH (2) SHELVES (QUANITY) `i °Gj - — __ - R&S VOL VOLUME R&S = _ _ = I�n 4068 R&SWC WATER CLOSET � o° WD WOOD [ - -- -O'-0" WH WATER HEATER M i i 30/� C. BATH r . -- UJ � (I I 8' CLNG x "c�5 BLOCKING NOTESVINYLC9 X - c� Esa 8' CLNGIn in I x INSTALL GRAS BAR BLOCKING FOR FUTURE GRAB BAR r � I� to 1. I J IIS only i IrtC ---.r - INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT � I I I �fl� 1RR R r _ 1 — � 36" (CENTERED) ABOVE FINISHED FLOOR. � - e I Iv{1 _.OR I VILALLI -;�� o n F 7rr .. i r f7 j T � Ora -� � i L� 00 C7 = ! 30/68BA-FH �IIyii ' >t7 10 5 BERG } 30 f 68 8' CLNG + w VINYL. �-= � Q - 30 f 68 - � to -4 Co DETACHED 30/68 tri via a r`4 FOUNDATION LEGEND � � � - Ld 0 � SINGLE I x "' � g I�1�1� �- w � �-. 1 „ 3�Dr 1 II c 3 I - A-4 4 INDICATES A STEP--OOWN OR RECESS IN t T Q 00 8' CLNG CONCRETE SLAB W/ MINIMUM DISTANCE � 8 CLNG �v 11 c� � � WF1 c, FAMILY a DENOTED 01 _ � I I �. Y- INDICATES SLOPED CONCRETE SLAB C 1(np� HOUSE I r� 114 ,�- � 0 ISLOPE 1/6 PER FOOT (MIN) — 11asSLOPE0v oo T - - - HB c, - I-IE SLAB NOTE- KITCHEN fi6b ORCHID STREET 0 12 W. BAR „ I l i 8' CLNG ATLANTIC BEACH, FL V) rn OVERHANG 0 48 I DW VINYL i 1.THE FOUNDATION IS DESIGNED FOR AN ASSUMED C AFF W/ WALL BELO �__ a ��� 32233 Ira MINIMUM SOIL SEARING PRESSURE OF 2,500 PSF. IT I LIVING II l '7 ' I SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO + fUVAl COUNTY VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN `� w 8' CLNG DINING I F-_ < �., ' THIS LOADING. �, 1 `_� 10 8 CLNG _ -- I „ 2 FOYER i 2.4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH CONCRETE' SLAB OVER 6 - ,-3 V L `,;�I ;I T ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, 3Ox48 SH 30x48 SH T , j' (0! o -- -_--.-- _ -- --_--_ _- _ COMPACTED, TERMITE TREATED SOIL. (TYPICAL) , � 0 - - (6 -1U 1/2"HOR.) r7 (6'-10 1/2"HDR.).. a i T 30 H 8 N' to 3.VI=RIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND5 -9 la a,_1 I 8,-Fa11 1 Fa 1 JJ SI_ rl I 21_411 2t-41, PROVIDE THICKENED SLAB 0 ALL LOCATIONS. `- w 14'-B" 14'- it 1 ,....pJ, 01 4.THE HEIGHT OF ALL STEP--DOWNS SHOWN ON - co ( _ "o �O r j DRAWINGS ARE MINIMUMS AND MAY VARY AT QI lFOUNDATION BUILDER'S OPTIONS AS REQUIRED BY SITE 6 ` CQVERED PORCH CONDITIONS. I 8' CLNG I I ----- JI - - --�-y- B_ = BE-AM � -BSPLANM „ 5.VERIFY LOCATION OF ALL PIPING AND CONDUITS � � REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL 8X6 PT AND2g'-¢" PLUMBING FIXTURE LOCATIONS) 10'�-O'° 7'-10" 10'-0" POST (TY P.) 28°-10" 51-511 FLOOR 2 PLAN A-A City of Atlantic Beach Department Planning and Zoning This approval verifies compliance with applicable FLOOR zoning, subdivision and other local IanF I S T D LANbut does not constitute FOUNDATION � LAN I I development regulations, ermits. Compliance � approval for the issuance of p applicable 2with Florida Building Code and all other app DATE. 10/12/12 r a i �� t t — i i f NOTE= must betveerified byand esignatderal u signature ofheC'ty of Atlantic 4 = '� — NOTE: ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR, — — 0 ALL XTERIOR WALLS TO BE 6 to the issuance of a �/ DRAIV11�1 BY: JN O ISSUANCE OF THESE CONSTRUCTION DOCUMI=NTS. Beach Building Official prior Building Permit. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. Approved By: Date: 122 , t752-- /k2 �. ?C ^j rr 'r I , i' 'J4 R 30 BLOWN INSULATION f EAS 12 -FIBERGLASS SHINGLE 4 ROOFING OVER 30# FELT TOTAL LIVING; (5 BEDROOM) 1442 SQ. FT, STORAGE 47 SQ. FT. ° 12 INSULATION BAFFLE BETWEEN PORCH 4 EACH TRUSS 176 SQ. FT. '`�. �a T6TA(_ UNC) -I� I�C�OF• _ HURRICANE CLIP @ EACH TRUSS. 16B5 SQ. FT. (SEE STRUCTURAL DRAWINGS ALUM DRIP EDGE OVER FASCIA 1'`r1 ; �� /! 4 � � - Beaches 1 �7, �` � {2� ,fix PLATE �l �YE�' _ f fr. 4„ 7 71I ALUM DRIP EDGE OVER FASCIA FULLY VENTED VINYL SOFFIT ===_ - Hab *tat `V, L 1/2" TYf- ice- E "C" �� for Hu�mar GYP BIRD { CLG r �t _ - _ _ f 1671 FRANCIS AVENUE — 1/2" GYP BRD � — — — — — — — — - — — — — ATLANTIC BEACH; FL / C =�`—FULLY VENTED I ! I3 BLOCKING AS REQUIRED =�` VINYL SOFFIT R-13 BATT INSUL I ��t74� 241-122 >- I FAX: (904) 241-4310 � _ ! DROPPED SOFFIT � I I i �JfNYL LAP SIDING V-15" V-4 6x0 POST OVER rYVEK I ! I .01 MOMEWRAP I I PRE—FAB COLUMN COVERS ! T FTITDETAIL � I TFIT L 1 0 AT PORCH COLUMN II - 401 I ! I II II FIBERGLASS SHINGLE I I ROOFING OVER 30# FELT ! I I ! ALUM DRIP EDGE OVER FASCIA I I I PAINTED W ~ C70D TRIM � I I II "tf VINYL. LAIC SIDING OVER TYVEK I-IOMEWRAP e? I = END TRUSS II ! r i 5 BEDROOM (,,ff771 PITC1­1 lI'CCH I DETACHED R-30 INSULATION W/ � I SOFFIT Ore-TAIL IL2° PUSI AIRSPACE EF 3/A-3GABLE UNDER SHEATHING I ! I ISINGLE C5 " _ 0 AT FRONT AB LE DOUBLE 2X6 TOP PLATE FAMILY , - W/ R-13 BATT INSULATION 2X6 STUDS @ 16" O,C. - ` 1 I ! I HOUSE ! „ STEPS: 1. It# WATER SHMMG FASHION, STARTING AT THE HAST: OF THE 'NALL.do WORK ; ! I TOWARDS THE TOP, INSTALL THE WRB TG WINDOW INSTALLATION (METHOD A--1 ) �� I THE PAC@ OF TrIE SH�ATTi�LO- I ! 2.APPLY SIU_FLASHING WEATHER RESISTANT I�AkTTIETt (wl~:O) APPLIED E'(TI(TR TO '(hid WINDOW IN5"TALLAT3ON- FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE- (� � 3.APPLY DEAD OF SEALANT AT GACX OF ff I ! WINDOVf FLANGE & SET 1NNDOWW USL40 PA SES THE HINOOW FRAMte To I klFAt7 SCiiEWS TO FAC 4TtAtE WSPECCirJPV. OPENING. APPLY A Ya' NOM. m `� DIA RI THE I3AcicslM `-HE UGH WIN A 3 _ _ — 4.APPLY BEAD OF SEALANT AT SIDE (INTERIOR) OF THE NYNDow THROUGH WINDOW AMB VINYL LAP SIDINGI ( t,� 660 ORCHID STREET JAMBS. EXTEND 9!�" FLANGE, IN LINE MTH ANY OVER r"` J SJt I ATLANTIC BEACH, FL f,Ne-PuN HED KYLES tiff SEALANT I� `IYVEK HOMEWRAP �`"!, � ! 5.APPLY ,IAMB FLA5HING SLOTS: FUEHIND LANGE MOa1Ntit"r; j l & APPLY WAD OF SEALANT'AT HEAD 5, JAMB SHI � ����� ;I , �`' I 7.APPLY HEAD FLASHING APPLY CONT SEAL TO THE l ti !I . I //��ii � COUNTY 2 ' ihi MOUNTING SHOES (J THE TOP * ( ! L�IJ Vf1L COUNTY 8. REMOTE PREVIOUSLY APPLIED TAPE. (HEAD] AND SHOES (JAMBS) OF ` _ i]I ALLOWING •RB TO LAY FLAT OVER HEAD mNoow. E%TENO sEALANT AT - 11 i I F4Ai5HING, APPLY NEN SHEATHING iAF'e JAM9S al"AaOVE THE RO.A( OVER DIAGONAL CUR= SEE DIAGRAM, HEAD EWEED JAMD FLASHING / - ) qO I INTO SEALANT AND FASTEN IN PLACE. JFLASHING GOES OVER ANN DEAD BETHZEN I I QC , PSI II I SECtiRE WRLt AT HEAD ! it I ! r 2"x6" P.T. BOTTOM PLATE W/ 1/2"x i D" ' 5 ANCHOR BOLT 0 24" Q.C. I EXTENDWAL FLASHING T4 OVERLAPSLASHING. � rL ExTEND JAMB FLASHING FINISHED FLOOR ABOVE ROH FN� AT I f - - - - - - - HEAD,TUCK TOP OF JAMB � � Fl.ASHING AT HEAD EXTENDS I" I I ET FLASHING LINER THE FLAP OF OF wt7ND JAMB FLASi-9L+' : ROOF PLAN � ••- � I � `� ., DIAGRAM.AT iN= HELLO. $� , -x 7. HEAD FLASHING rj I.. , ! a 1+S'--10" AND DETAILS SCE FQUNDATIQN s � -- ! � �, INTERIOR VIEW: DETAILS FOR a — � a E6tfr� GL}ITDM OF T7I6 HEAD TDP IFFY GARNER GF WINDOW' FLASHING AGAINST THE I n PI7zV`.Ou5LY APPLIED 5eA1AriT ACTUAL SIZES (FLASI#t{G GOES 9YER SEALANT), EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN ` PLACE. SEALANT4 . �- CUT LINE i SILL FLASHING ALL STRUCTURAL SIZES TO BE "VERIFIED WITH LICENSEE 1 STRUCTURAL ENGINEER OFR ECORD FOR THIS PROJECT, j g A, THESE WALL SECTIONS SHOWN €OR DESIGN INTENT. SHIM AND ADJUST WINDOW TO —4 City of Atlantic Beach r LEVEL E SQUARE,D . f SE C RO - - Planning and Zoning Department ` LEVEL caNDlr�w. USE coRRosFoty RESISTANT FASTENERS. FASTEN 1. WIHER L,tE [5I rAw 0 6 RRIPH W1N[7{16F PER SY Wft IVANUFACTURER SPE-fIFICATION& WALL This approval verifies compliance with applicable SECTION coning, subdivision and other local land � � development regulations, but does not constitute AT A �� DEGRE,ANGLE � � � approval for the issuance of permits. Compliance CAREFULLY>rUi THE 13AltRIFJi ON A owl, cTHE 1 RAF5E rUP2 with Florida Building Code and all other applicable TOP EDGE OF THE DAORNE UP local, State and Federal permittingrequirements _ - , t be verified by signature of the City of Atlanti � ' AND TAPE it{E LOP CORNERS AND -- CENTER 10 THP ExtERW W RB / f 7 i f i s > f a SURFACE ABOrE / / each Building Official prior to the issuance of a p / - - / 1 ! 4 1 — 0 Building Permit. DRAWN V 1 Y U f , J 1 V O / Approved By: Date: I K. x r I 1 I _ __— moi I T12 30 YEAR ARCHITEr=r CTURAL SHINGLESr--r---r-�r-r--r--r-r-r-r-r-r---�r-r-r-r-t-i-����-r--r-r-r� �1—,—r—,—r—r— — r--,r—r—r—r _r—I-r= —rr ;��_r_—.r—r—r--r— r �r —rte >—r—>'r— _rte r— -- —i—T—r— I I I - __t__�-I —T_—T--T�r- ! I I 1. --Ti"- I 1 I t -_r�--_t�—r r- �rTr�CrsrZr-ter=r r � r��rZ - rZr�r��r rte't_`_r `_t - r--�-r-r r-t-� ` �-r -r-r-r- r-r- r_t-_--r-r-r--r-t-r- -r - -r--r-r-r- _ 8' n —1 1 � BEARING I----- - I -i C - --- Beaches - for Humanity -- - - - -- -- -- ----- --- - - 9611 FRANCIS AVENUE0'-0" FL -- --_-- - - FINISH FLR ATEA , 32233 (904) 241-1222 FAX: (904) 241-4310 SIDE ELEVATION 1 /4 _ V - 0— 0i7 18'-10" MAX GABLE (107.) ` I _ I 1 12 2 30 YEAR ARCHITECTURAL SHINGLES I FAUX VENT (36" DIA.) � y - i f T =r—�-— t—,—t I i ITr� --- —T—=l� r �i= ._` L_ I , -----rI--r-- - - - -- - - - - - -- BEARING ROUND PRE—FAB FF (i11 FFFI �F aLU MN COVERS ----- -�- --- - - ---- --- -� - BEDROOM (1� BOT. DIA, '!I ---- I 1 -- - ' -- ----- - IST- -! - DETACHED _VINYL SIDING F Ll b i --_ J —i — C?' SINGLE 0,� FINISH FLR _ — FINISH FLR FAMILY HOUSE I ATI N FRONT ELEVATION 30 R EAR _ _ E�1 77 7 77 1 /477 1 7 - 077 4 - a 660 ORCHID STREET ATLANTIC BEACH, FL 32233 DU'VAL. COUNTY rte--�— _ —r_ 1—�"_C�Cr I I I r� I �i---r-1 _ !—I—1—_I I i.—l--l--! ! ! - - I I I I moi— I r— � T -- - EXTERIOR r — ------ - ELEVATIONS SIDE E LE--VAT 14 77 " City of Atlantic Beach Planning and Zoning Department I This approval verifies compliance with applicable [SATE. 10/12/12 zoning, subdivision and other local land ! development regulations, but does not constitute DRAWN BY. J■ ,O approval for the issuance of permits. Compliance �` with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building Official prior to the issuance of a Building Permit. its Approved By: men_ntrP�tor Date: ,� .. ,� ,n; r`. "i�_r .1, 1L`s�i 1 1 1. k I i �• I ..� .. � "LJ- . L �. i.. �._ i I I � � - � I. ! �x�� I ,. � I I I , I - ,,�, '� \ � � - ..__­­___­. 11 _____ __-.____1___ � 7--'_`­`­_ � � T -- � SPECIFICAT1ONS: (continued) �, : dcc'.=t`.;um I I ------------- �,,6�.".'�i'L'%­n,-il", r service and are the "Rl�Vual � GENERAL NOTES: \ I � arid 9 FlIele. ,.,P!,11 FZ 1-� - ' c The&!fbicaG' _ -. ' I [,_.. L, A;,- � 1p,'ira 1'ibisosad.ne i ,F, . ,gn,e�ring,llrni I I --I 'p ic , i'�'. 'A "I I i i L All notes,drawings,details,tables,,mferences and,Ve&ifi,c,ltioiis\iOepicted'v�4tlun.these engineering documents shall be reviewed by the client and each material and/or OTHER FRAMING CODES & DESIGN STANDARDS: DESIGN LOADS: 1 , � 1!4. 1 M * le ��1cl,.9.n% enl',e, , ______ nt�, I ." �=. anted to the user�(the I I/ "" parson,or entity identihed belav�)to use the , ,;�,/ ",��', ristrumentafservice de0icted.withinthis and � , I , �1�1'///��­'_�,",�" '�'_�`__,/."-"/,1, , � i ; � ,construction ofthe struolure,de�ioted heremor providing labor:and/ormaterials.f'or the same. Labor and/or ruaterials,shall only be I q-----, _1/ I , . se M,_ce contributorpTior to initiating -11 1A, I I--,, - I 1-1 ;�,�,/-�,�/,",.,..,.,,.,,-,� , ��,/�, � , associated documents one ti . I-All structural(dimensional/solid-sawn)framing members,except as noted or specified othenvise,shall be 42 S YP lumber Nv/maximum 19%moisture content. - '' __ �, �-, , ,, �,� W.__% furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,-references and sTecifications depicted herein,as well as a Florida Building Code-Residential 2010 ROOFS C - ,./-'e-_ _,. , 2 , I­, - , copstruct the buildin? n �. ,�, ,(.). // /, deta-d bui ein and on y at the specificlocation thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted hereim Florida Building Code 2010(as applicable) LIVE LOAD 20#1sf I 1 2.All engineered wood beams shall be Trus Joistll-Level/Weyerhaeuser brand Microllain LVL 1.9E,or equivalent,except as noted otherwise.and sliall be installed in "",,,,_' - ,� �, identified below..Re:use,use at a location accordance vvith the manufactureris specifications,instiiiefions and directions. DEAD LOAD/SHINGLES 7:9/sf "/,,"," "1:1 Z, -� other that the one described-herein andilor ""� "', .- ,­,/ 'in , , " Z010 9. -". - - /, copy. ,g,duplication or modification of 2. These engineering documents have been preparedat the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607,1609 ASCE 7�10 DEAD LOAD/T ILE 2041sf '.,-"11,� '­/" I I �///'/ ��I desiqn or element hereinis a Violation '.1,11, I I"I I 1�, ,��",' rd "/, " "" - //�11� , federalintellectual rgyright laws andfor st2de and 1610 of the Florida Building Code,and/or Sections R301-1 (excluding"flood" design,unless specifically noted Within these documents),R301-13 andR301.2.1-4 . NDS-05 DURATION FACTOR 1-25 ,.',� ­�,�I � - -,-/-/ acinlinistractivecode oarootLngiq-ersrules, ; 3 All engineered wood posts or columns shall be Trus Joist/1-Level/Weyerhaeuser brand TimberStrand LSL 1_33E or Parallam PSL 1.8E solid members,as specified,or , �1. I /11, /", � I�, . - -, I 1',/1 etr.,and is punisha le by line,impnsonrnent '' , ,�,,,�,, ,,,," " 6 1. ," ,.,�, ,�/, along with Tables R301.5,R301-6 and R301-7 of the Florida Building Code-Residential. The engineer's scope of Work is limited to only providing the necessary arrAysis, . TP1 I-o7 FLOORS /,,� /�, ,"/, ".':,"' /. and/or ficense/authorization revocation. Upon i _ ,,,, 11 ,/'_�, , /­ ',�, ,,,, �,/,, ,,�, ,��/�, -� -,,, ,- , equivalent,except as noted. Vertical post or coluirms specified on the framin � ,. �.,, I-�,/-��, -,,,,,",­-,,�, / 11 11 revocation of license for cause,ay person or .. giplans and/oi details as engineered wood may not be built-up or pieced together toform I I I. .... , ,­�,,,�,�,-,,, ,�" ,/ / ,- dra),vings,details and specifications corn-monlyrequired to depict the construction necessary to conform to orwith the structural loading,requirements as outImedin'the ACI 318-05 LIVE LOAD 40-9/sf I , �" /� .� V . " -,�� / ;1 /- the specified dimensions;they must be solid,one-piece members. Postor columns.spiecified within'these construction documents as dimensional/solid-savim members- ,91DQ5"", , " ,_�� , ,,,,,,,"�,- �, , , ."/I entity in,possession of an origina 6rrcqpied Z /;"/, .,,',�/,,'�,'� . . � ,= I �. ­, " GM,9p, %verskoritif the document aforementioned sectionso:f the codeandspecifically,excludes other elements of astructural nature as wellas all elements of a non-structural nature. Additionally,the WFCM-01 DEAD LOAD 12#/sf,( ,2 � /,,�, /1."1, ,�s i.e.4x4,4x6,6x6,etc. -may be re --sizedfe.g. a5.25"x 5.25"EWP in lieu ofa 6x6 SYP)engineered wood post without additionalanalysisor Inclu Cln'g Below,) . ,;� /,,�',,,/`�,,,;� ,�',/// /-;�'/­ -,�,� Z /,�� � ,,)�hallretum.all 9 V1 - 1-1)" ,� - - , ,,� ,, ,- _ "� .versions W J nai,asll 10 UL014p'Inc. I , , placed by a similat � I ­�""� ",/'V,� _�,/__ �_ ./Z�,�- -1-1/,/I ­/ engmeei's scope of workspecificall excludes engineering functions delegated loothers[i.e.roof and/or floor truss design,engineered wood products design(except EWP DURATION FACTOR 1.00 0 //'� " �_1�1.1111'1­1�11 ,,,/'�-,11/1 11 11//I I" I , I im , 1,.alyl,ce, 6any.andall . . , " �;�, .. .gV uselsassociateduvith ,Q ,/1, I ;�, I , I " I t&. d. T documentation required by the engineer. , ,� ,/ ��, � I I", �� // - J-i),etc.]as well as other disciplines of engineering-i. I/_/1 >,-/ , 7r�� '.�,,,,/I- :,/', ",_ �, -, -wrt , , 0 , ,, , , docurnenii( -Use of this docun e..mechanical,electrical,plumbing,,geotechnical environmental,site((including drainagel etc. And, DESIGN CRITEMA: CEILINGS/ATTICS I I /, .��, ''; specified hereir 11 t� , /,, " "I . 11 ',,,//, I "/-,.1:; ,,,, I- " aGknowlellges agreement to the "" - 1-1 Z�-I - , the engineerisscope of work specifically excludes designelernents of an�arcliitee,t,Ltral,c)r-non-sir,ucturaI nature,mcluding but not limited to t-,gress and life safety;moisture LIVE LOAD/NO STORAGE I 04/sf(Non-c mcurrent) /;,/.,i /, ,��;i I �, , � / / I I - en 4.All nailing shall be With"'common"riails,except as otherwise noted. AlInailing not otherwise specified within these engineered documents shall'be asspecifiedby ,. �, I ZfDFementioned-terms and conditions. I //- ,/,/ ­-'�,`,� I �P'I, , , � / ,,,,/ �­ I �­ _� 1� I 11�1 U, ,/ - /,/ 1�1,1 ,�.. , protection,infiltration and/orresistance;resistance to wood destroyingorgairisms("WDO");fire-resistance;energy efficiency.,etc. The eer further warrants that the BUILDING TYPE ENCLOSED X � ", "/,I I I ,gin the apiphcAe code referenced herein. All envelope sheathing shall be nailed and/or screwed-as specified and glue or other adhesives shall not be'used in place ofnails LIVE LOAD w/STORAGE 20#/sf�(Gonc 0 _�,//I I ,� ',I"�',1,,I �'/" / "I 11. I ,I ,, , - I I ,�,I /�111 1, I I structure depicted within these documents,to the best of his or her knowledge,complies,with the applicable portions of the aforementioned-sections ofthe code and makes BASIC WIND SPEED 130 mph(3sec.gust) DEAD LOAD S#Isf I'// I //. I I �", ,/, ,'�/, � DESIGN MEB "�z,-1 , "", I I - .x- - , /"/" 1. I �� or screws- ;, / -//-,,/," I/", '/'�­." " " - fitness for any purpose- Any data included within these documents that address ,�,/' '­., " /"I -, ,/ , I , I no other claims,warranties or guarantees relative to these documents with regard to their EXPSOUIRE CATEGORY C WIND , , , 1. `,'�'_ , 7 . /� ,/­­ --/1 11 I ,� I , I'll ­�, � - '' I , - ". ",//­�.4", , �_ -,,/�-, �,,,o ,�: % , �/,; 5,/, ,,,,/I i I elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engine&s scope of work mid shall be BUILDING CATEGORY 11 LOADING PERTABLE �, ,:, "'. z � � � , ,": "I'll, DRAFT CEG I , I J 5 All engineered components,including roof trusses,floor trusses,I-joist,etc-,shall be installed in accordance-with the manufacturees-specifications,instructions and - / /��, '.,,I _/X . responsibility of the appropriate entity-�e. owmer,architect,contractor,and/or building official,individually and collectively-to design,account for or othenvise verify us "'�::,�� , , ,I directions. INTERNAL PRESSURE Coef. +0.18/-D�18 DURATION FACTOR 1.60 ",'�, Z I'l/,/ I � - CHEC_KED LAP appropriate for the intended puipose. SIESMIC N/A :e,,J .q. ,�,/i 46 11 I, , ,, : 6.All sheathing shall be either APA-or'TECO-rated,.Eposure 1,PS I TS2(Structural I rated sheathing NOT required except when specifically identified as such). 1:1,, -1-1 I � 3.The structure depicted-within these engincerm, documents�, unless specificallynoted herein as otherwise,has not been designed to resist flooding or the associated effects , I,`, , ' "' � SCALE N/A , I" N �,�' I g Sheathing maybe either OSB or plywood, unless specified as oneor the other on theframing plans and/or details- All panel edges of wall sheathing shallbe solidly 1/11/1`�­ , '.,F,_ z._ - .� 11 '_ ,�', � thereof. It isthe re"pasibility of,athers-i.e,owner,architect,contraclor�_sitedevelQper and/or building,offlicial,-individually and collectively--to establish'the mirlimum C - - I I *1 ­ blocked. Use of"ply chps�"Gr similar edge support isrequ ired at unsuppartedpaneledges of roof sheathing 7/16"thick-when supports are spaced at greater,than 1 6"o/e. 1 GABLE I I � DATE IL,01.2012 1 .appropriate buildii1g,elevation for thesul5ject siteand the improvements located there upon. In no caseshall thestructure depictedherein besited at an elevation lessihm, Use of"ply clips"or similar edge support is required at unsupported arrel edges of roof sheathing less th M 20 NE-9"-C0RbM the minimum prescribed by FEMA,as prescribed by FEMA.and enhanced by the local controlling authority,or as prescribed by the community engineering and approved P an 23/32" thick when supporting tile xoofs. Use of"ply clips" ZONE(S),IWICAL � JOB NO- 12-180 , or similar edgesuppoll is recommended at unsupported pu:iel edges of all roof sheathing,-regardless of panel thickness.,for imp-roved aesthetics. Roof and wall I '� by the local controlling authority.. Furthermore,the structure depicted hereinshall-not be constructed on a site meeting the criteria for or otherwise identified.as aflood.zone sheathing shall-not be less than 7/16" thick. E, 00rsheathingshall.not b�_Iess-than 23/32"thick,with all panel edges supported(tongue&.,grove or blocked). Some 0 I - 11 "V"unlessthese en " ­ I iy ' Lsa ones. .ZONE-I"-1N`.TM0RZQNE(S) gineering documents specifical indicate the desiga(s.),depictedherein areresistaritto the potential effec f V-classflood.z desi loads require 11rickerpanels,see sheattrin specifications for specific minimum panel thicknesses,required Tan ratings and fastenin information. ROOF PLAN/VIEW i � SQ-FT. - �gn 9 9 � ---- I ; - - \documents hasihave been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced � REV DESCRIPTION ' 4. The design(s)depicted within these engineering, 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA(xvww.Uawood.or,g_)recom-mends the use of either 15/32"thick,32/16 span--rated ZONE�2"-END/EDGE ZCNF(a) herein)as interpreted and enforced by local authori�ies havingj urisdiction and,further,the engineer is not aware of any errors or omissions contained wi-thin the desigri(s) - - - " :12 I sheathing(Exposure 1,PS I/PS2)�Lr 7/16" thic&-,24/16 span-rated Structural 1 rated sheathing when the sheathing is installed wlil a vertical orientation(long axis _EZ" DIMENSION: or documents,nor of any-inconsistencies between th' design(s)and documents and the applicable laws,codes,et al. -However,should any portion ofthese engineering 0 1 - parallel to the studs)on the wall(see Technical Bulletin TB-202 for additional information). The discretion to enforce the aforeiiientionedTecommendationisatthe sole ,mt_W, ZONE'3"-CORNER ZQNE(S) documents be found to include an error or omission,;en&eer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to discretion of the local Building OfficiaL Do NOT use shealhing that does not conform to the aforementioned recommendation unless you have FIRST verified the ** 31-611 ** N____,+� � I? - the client-unless the error or omission arose from fla%,,ed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engirleer _�_u_itability of the nonconforming materials with the Building Official havi Jurisdiction over the project. Failure to do so may result in the need to significantly enhance L_ ____j � for the additional services provided. The engineer wil N ot be liable for any increase in material and/or labor costs arising from the-revision,correction or update to the theconstruction of ibe extefiorwalls. ingi 1 3 1- .engineering documentsor addendum thereto. I � � ,4 � - _6,np, �8.Metal connectors shallbe Simpson brand hardware,as�pecified herein,and shall be installed in accordance with the manufacturer's specifications,instructions and _ 5.. These engineering documents may be used one�tmre- ,and onlyat the specificsite orlocation identified herein. The design(s)depicted herein may not be used to execute(k).subsequent structure(s)or elements thereof : all the desigli(s)be executed at a location other than the one site or locationspecified herein directions. Alternates to the specified Smpson connectors may be used,provided that the altemate connectors meet or exceed the specifications ofthe connector(s) __ , , - - � specified and have:approlifiate product-approval and installi.,ation instructions and directions. 77777771 k/-/,,,,--,l The 1. 1,�, R;1 A4,1 'I t"� , 6.Use of these documents for anypuipose constitutestheun standingandacce nd conditions outlined herein- I " 1 '45 " , ptance of the terms a ,_ I k-ATILL" _1 L , �, / � FOUNDATIONS,CONCRETE&MASONRY I" 1, �_;� --I i 7. Verify structure orientation with architectural drawings and s1te plan or survey before commencing constiuctioa Do not commence construction if a conflict is present. � G,r-.Qup ,...4�11'. ' ' ,\ architectural drawings,site plan,survey and/or other data or information shall be reported to the I- The foundation design(s)depicted within these engineeiing documents has been completed in accordance with recognized staridards,recommended soil design -�1%�.1� '�!'�', --.� _- � ; 8-Any discrepancies between these engineering docurrients andiN parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The desgn(s)depicted herein Designers :",_:,�_,,'17 engineer before the commencement of construction and no construqion shall proceed until the discrepancies are resolved- Should discrepancies be discovered during 11-i -�: .. is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It im'st be recognized that the ' I .. � _177777, 1 - construction,construction should cease until such time as the discre7cies have been resolved. / E n g i n e e r s - ­ - -1 foundation components will experience movement throughout the useable life of the structure- Subsequent owners and/or occupants of the structure shall be apprised of -­ ��, ­, I , the soil conditionspresent and be advised to maintain goo�,[practice in the future with respect to surfaceand subsurface drainage,maintenance,the construction of � A 655o Rooseveltlilvd. 9.These engineering documents have been! ared consistent Nviinthe architectural drawingsand detailspirovidcd,�y others-that include dimensions,opening locations " "": Prep �. partitions above floor slabs,.finish Work on or-above the floor slab and the locating or cons-tructing of.secondary elements near the structure dl�t could affect future t Jaclsoltville,11,3-'4_4 and other specific information-which has been replicatedinto,these eng'm" eering,documerits. 'The engineer is not responsible for the accuracy ofthereplicated infbimation 1 ,(904)77z-&00 or for claims arising from the use thereof. I performance. 1. I I I FL CoANo.-,go-t5 I� i ;�/",,/" I 1,z � �� I I . ,,, I � ­ - 2.Thefoundation design(s)depicted-within these ergineuing documents has/have beenprepared based on a relatively flat,well drained building site featuring � ;11� '�, ,i I 10-Unless.specifically depicted within these en eermg documents,the engineer has notbeen made aware of nor accounted-for othex components,elements or systems Y � " gin - exclusively mon-expansive soil withan allowablesoil bearing capacity of-not less than 2,000#14 anda design lateral load(at )of 604/sf per foot of'depth i /; "I 1,11 can, that may be intendedby othersand couldaffect the performance and/or serviceability of the structure depicted herein. I � - ,f I I _1� 11 I -i I ,I,-T­J ,_1 ,_ .,� , N -rest press',ge ., I"I I ,�,: ,,,, I Z with a level back-slope. Shouldsite conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,co-ustructi n shall cease immediately inid ,,­ \4 1 L These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notesprovidedherein- Wall the engineer shall be piomptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction- �,,� I I framing shall not be assumed based u I �.. � e I (D R drawings. pon the"scaled"wal width depicted on these or any other dravirings,or based upon notes or references included in the architectural 3.Backfill should-not be placed adjacent to the foundation walls until the-walls have cured adequately to provide sufficient strength and have been anchored to the floor I �_� .� .% __� I system above or otherwise properly braced or shored to prevent dam-age to the wall. I �� W � E �_� 1 12- These erigineering documents'include specific informatioiV astructural nature-i.e. the size, grade,species,quantity,strength,etc.ofbeaders,beams,column ,posts, �, � � 4.Refer,lo the Geotedinical Engine&-s report for all soilalid/or site preparation requi-i-ements necessaryto achieve the requirediiiinimuln 2,000NES soil bearing . - � a) studsJoists,rafters,sheathing,footings,reinforcing,comi;tor, ,fasteners,etc. This information supersedes information of a similar-nature thatmay be shown onthe ," I I � capacity. in the absence of a geotechnical engine&.s report,thesile and soil shallbe prepared to thesatisfactiort of the Building Official. ,� I I ade' ,_ -_ q �4 associated architectural drawings. Additionally,the size, t Wecies, quantity,strength,etc.of the structural elements.specified herein may be exceeded or enhanced, -1 I 11, 11 . within-reason,at the discretion of the usc�r without additional re ew or analysis by the engmeer�unless specifically prohibited by the engineer- �. ­ - FLOOR PLANIVIEW I I I � 0 , � 5..All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated I I 1 11 These engineering documents include multiple pages with cros -,references. All pages of the engineering documents should be reviewedand understood before using ccolumn or wall-unless indicated otherwise.. , U the documents for any purpose. If,(a)page,,(s)of the engineering, curnentsis(aremissin 'illegible or otherwise,unusable,obtaincomplete-and legible documents before !0 �Z0NE�W'-r1NMU0RZGNE(S) � proceeding with intended use.. , '91 6.'The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to fourldation performance- "While the location ofthose s6-ps,jogs and elevation �"_EZA DIMENSION: I i ; �� uo changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood that some of tI items may change ZONE"5--ENDO)GE ZONE(S) -1,) Z 14-It is the intent of the engineer that the structure depicted-within these engineering documents be executed in conformance with all requirements ofthe authoritieshaving dwing actual construction. The design(�)depicted herein can only address the proper foundation configuration as specifically depicted herein'and could requiro I ______ ** Y-611 ** U I QO C) J I jurisdiction over the construction and/or occupancy depicted hereirL All contractors--including materials and/or labor contributors-ate responsiblefor themeans and additional analysis and effort should field-revisions merit. ,1, � I r ) �-� methods of constructing the structure d icted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and ",�, 1-.01 " ep-1 T Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion of the structural I MAX. ON-CENTER STUD SPACING(in INCHES) al L standards. Under no circumstance shall these engineering docurnents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been stem. It is the sole responsibility of the contractor(s)andlabor contributors executing the design(s)depicted within these engineering documents to adequately shore ' ty(ies) r thei designee(s). s'y , � , , :approved,and c).(an)appropriate pernut(s)has/have been issued to exe-cuteffie,design(s)depicted herein,bythe-appropriate controlling aulhori o ir _ the walls throughout the construction process to maintain tic integrit " [� , , END-ZONE/IINTERIOR ZONE: = Furthermore,:all construction arising froin,thedesigil(s)depictedwithin theseengineering docuinenLs shall be inspected as required by The authorAy(1es)f 6 for the ,� I ,� 1 -4 1 1 yof I the design(s). - �.__ '. I ,�', � " I C/ �u ­ , � .1 wh,,m uatcj FLEXIBLE .FIN� ,� -) i� ­ 1, - , � --t,, A4_ , issuance of any perrait(s)andshall pass each-required inspection before the construction progresses further. No Certificate of Occupancy(or similar statement of - I I—- ­--,�­�!_ �,�,`v,�,, � I T STUCCO) , 8. The buildingsitel shall be cleared of all top soil and organic matter beneath the planned structure location,as well as for air additional fro:�Jeet or more beyond the I �I I � i�_ \ 14n.Rf.lk <30' 1 . !�14 W..j c ll or epicted within these engineering documents,nor stiall the structure be occupied or otherwise used fibf-any purpose, until such , 1� . ` � _.� I I - 2x4 .�. "�,�.�, "��-� 11 I . . I � FINISH FlETM 2N6 2X8 - , ,�,�, -, perimeter thereof. Unless otherwise indicated,all footings and flat concrete shall bear uponnon-organic,undisturbed soils compacted to.a&6'sity'6fiiot lessthan 95% : . t"'1_-:0 �­�­ � " I I I 11 � 11 � '111­__�_ __,: )l , 2x10 : :�4 % �_� I _ I Z - , ;I I I I Y-1 .1 I . I 1. .- - __ I time as the authority(ies)havingjurisdiction overithe�constructionand/or occupancy of said.structure have econfirmed the structure-is saie,sound and.in compliance with all -,,,,_ � �:,,,�! . � I 1� , .I ,� 11: ��,, ;,I��� #2SPF 11 #2 SW :---1� ,YP U I .I I � Or . �,-; ,I-M i ,of ModifiedProctor Maximum Diy Densily'.(ASTM DI 557)for a depth of not less than two feet,(21 inches)below the bottom of the fooling orslab,', ,upon Clean PLATE �Glil ; �, .(NOMINAL) . ; #3 SPF #2 SPF � #,2 SYP #2 S #2 SYP � ��D I � - ings�,details,tables,referencesand-specifications depicted,within-these engineering documents. , ,,, \i #I\ W applicable laws,,rules,codes,etc.,and consistent,%vilb.the draw� 1 ._� 81 �­�� GW�,GP�,SW-,and/or SP-class fills with any orgailic ma�cnals removed. Fill,as required,shall be pbeed atop non-organic,undisturbed soils(With the co I, I I �, I 24"f24" � 24-/24" 24"/24" �' 74� ! w � , _1 _.1, I I 1 24'724" � 2411124" thereof verified as previously referenced)and added in one foot(I 2 inch)lifts and each lift shah be compacted to a density of not less than 95%of Modified Proctor ,, I ,� 9 24"124- 1 24'/24- ' 24"/24" , 24"/24"___jV7/ -� 00 I - 15,It is the sole responsibility of the contractor(§)and labor contributors execuling�lhe desigiF(s)depicted within theseengineering'66uments to deter:T-ne the proper �1�1 � - 24-/24- 24- 24"/24" >_4 P-4 1 11���­­_,��- Maximum Dry Density(ASTM 1)15_57� These minimum!Tecifications maybe exceeded or superseded by either a geotechnical engine&ing-repo 4" the . erection procedures and sequences required to insure the safety of those providingthe labor and materials necessary to 63�6cute the designs�as-well as insure the soundness ,,A specific to I 10, 12"/16" 1 122"/16" 24'/2T' 24"/24" 24"/24" 24"/24" , 24"n-4 0 U� 'of the,contractor(s)and labor ilding Official,as,deemed necessary to achieve the minimum required(2,00Wsf).soil bearing capacity,but in no case shall the I 11 ' ,- building site or at the direction of the Bu . '\ of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility I ill 10'/12" 10"/127" 24"/24-" 24�/24" 1 24-/24" 24"/24" 1 E-4 . 6__ contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process,until such time Site be prepared to a lesser degree than that which is outlinto herein. , 12' 6"/8" 8-/12- 24'/24- 24'/24- 247/24" 1 24'/24- 24'/24" V �� , . � u�, -�' as all of the structural elements and components depicted within these documents are properly installed,inspected and approved- Bracing shown throughout these I in ce)an,d 14_��',.v- 11 - 14" NY- . N.P. IT716" '24"/24" 24'/24- 1 24'/241, ?A'/24" engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. 9.All concrete slabs on grade shall be no less than the thickriess indicated on the drawings(no less than 4"nominal thickness' anyinstan ,, be placed atop ,,� I � 16 N.P. MR 12"/16" 16"/16" 16-/24- 24-/24- . 24'/24- 1 W W - . (minimum) 10mil polyethylene.(Visqueen)barrier.installed in-accordance with applicablecodes and.standards- Slabs.shall be reinforced with either 6x6 WI.Ay'l-A - .­,�­ A� 18-51 -- N.P. � N-P. I I I " � 24 " � I � 1. � 1__� I ", � � VYS" I 1'712" 1 127112 '/24 � _24*724" I WWK I apped not less i than 8" at edges/ends i1i conformn tcewith A STM A-1,85,or.Filber-Mesh reinforcement shall be used wilb minini i In 2"-�fib er len g-th at,�rate of I - I I I ! i I 006%41 . . - I I , . . i i 16. Yet-to-be-insialled building matenals-such asgypsum board fdr structure depicted-within �,, , - 19-51 1 NY. � :NT. 1 9`/8" � V78" ' `/12" 1 24-1-24" $ =Ii4 4 ,�� = �(::) ywall"),and roof shirroes or files-placed on'the floor( arroof(s)oifthe . , 'J , ,s) ,,, - i I : �8 f . I � lb-per cubic yard of concrete,complying wil ASTM CA 1 16- COMPONENT & CLADDING PRESSURES (in psf r____ - � I .,)-Vsd or�"AILLOWABLE. � 11 - 11 � � 6"/,9" - � 16"tl � - , .4 Z - -, J '� �:: ; L � - - I ":�'1_24 these engineering documents shall be evvnly distributed over an expansive area so that the veight of the uninstalled materials does not exceed the-allowable Eve loads of � 20.5' N.P. N.P. C) i � �I 8'79' 9'78" 14 , i and 2 0#./sf for roofs. �, WIND 130,'C ITJPJ t i . . ' I the floor or roof,Unless indicated otherwise within these documents,409/sf for floors -_=1) 21.5' N.P. MP. 6"/6" 678" ; 8-/9" : 16-/16" 24-724 U . ROOFS,(all values negative,1e- WALLS(inct.windows&Wp'lrs) 7 : . 1,0.Minimurn compressive strength of all conc�ete used for foundations,sl abs,etc..strall be 2,500psi at 28 dd PITCH <611,2 1 � i _R-P_1_7R__1P1 1 678" � 16"/16" ! 24'!/24" : ys. - I � I E I \ 1 22. 1 N Y. �i Z"W' i � - t � E111DZ011T�S INTER10kZONES _____- - -, � I ONE"Y � ZO11E".2", � ZO�;"T' ! OVEREL-kNG� -IANG , . - � -�_4 1 . 17.All materials specifiedwithin these eug.meen�4g documents.shall be installed,properly,ina workman-like,mannerand in accordance with the directions and instructions .. 1,&,R4.ilt <30'� ,Z . I �OVERI ! I � C) AREA(i.Zfi.) ;CORNERS e EMIEDGE : INTERIOR � ,CORNER ! INTERIOR NEC,AIIV_E I POSIT[VE � NTGAT1W : POSITIVE i Itzi- -te I 1.'Where indicated,cores or cells of block maswity(CMUF)shall be filled with coarse grout or pea gravel concrete with a miniLuum compressive strength ofnot less - - 1 �_4 1 provided by the manufacturer,or as otherwise ind�ated by the code or associated product approval documenL than 3,000psi at 28 days. �� 1. �Sio �2&78 -22&78 -24.61 -41.72 -41-72 -32-96 24�61 -2&70 __ 24.A51 ,C!� r­� g� I �­ \ - . 20 -27.53 -27-53 -23-96 -40.46 -30.87 � 18. These engineeiing documents have been prepar�l using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated ,� _ -40.16 __ _23-57 1 -25-66 23.57 MAX. QN-CENTER STUD SPACING(in INCHES) . 0 I ___T_ i - ution 12.Reinfbroement shall be detailed in accordance with AC.1 315,Detailing Manual. Minimum.concrete cover for all reinforcing shall be as follows: 50 -25�86 , -25.86 -21_69 1 -38.90 -3&80 -27.74 21-90 -23.99 21.90 1 > E_.� W \� standards and design methodologies referenced Pei,6#0 applicable at the time of the prepar of the documents. As the applicable code,standards and methodologies are . I a)Concrete cast against earth: 3" "j. -24.61 1 -24-61 1 -20.44 I -3754 -37-54 1 -2j.66 20-86 -22-94 � 20.86 routinely updated and/or supplemented,the engineeri�g may become outdated and invalid for use if the documents are not submitted to the local permitting and b)Formed concrete exposed to earth or weather I Y:z` � I >100 ---- I � I _­ I END-ZONE/lINTMOR ZONE: . ��7 enforcement agency(and subsequently used fox constr�ctiorr)in a prompt manner. Should pernuitting and/or actual construction be delayed beyond the applicable effective 0 Interior.slabs,walls,etc.- 3/4" IVIND i3o/c BRITTLE FINISHES (STUCCO, al) I �D It-. W date of the edition of the code,standards and/or deign nl�ethodologies referenced herem,the engineering documents shall become null and void and sballberetumed to the Nin-P-17.1-11. <30' �2x4 2,x 6 : 2,xg i 2,xIo ;�� C)., 1( engineer,who may subsequently becontractedto,update�orre-onfmeer,the�strue,ture as deemed applicable)to 1hecurrent edition of the a FDaSF1 BPJT..� � : . I _� 1( ppropriale code,standardsand/or 13.All-reinforcement shall be conform to ASTM A-615 and be grade 40,(G40)Unless indicated on the plans and/or details as grade 60(G60). All longitudinal I i � I I ,E , methodologies. In no caseshallthese documents be used\ or permitting or construction more than one,(I)year after their date of original-issue. PLATE Hi GLIT #2 SPY, ; 42 SYP #3 SIT � #2 SPF � 1�2 SYP :#2 SYP *2,syp I I � I (NOMINAL) i � I (horizontal)reinforcing in walls and footings shall be contkitious at/around corners and intersections,and/or matching comer bars shall be used. All-longitudinal . � - I C), E__� '91 I � I �c ,(horizorlal)reinforcing shall be lapped at splices a minimum of 40 bar diameters,(20"minimum lap for W4 and smaller reinforcing)-and all vertical reinf6iv:irig shall be - 16"/16" � 16'724" i 24�/24" � 24'724� � 24�024" 1 ,24"/24" ! 24'724" C), W I � � � � 19.En eeringdocuments such astliesedepict a design tis bothunpractical and economically unfeasibleto fully test orprototype prior to execution" As such,extreme LEGEND - y 12"/16- �� 12V16- � 24'/24- � 24"/24" �' 24"/24" ' .24�/24" .24"/24- gin � " !lapped atsplices anlimmum of 25".. � I I I r--� W ' I � ; i 1 __�_V/24" I 24'724" � , , I care and code-required-factors ofsafely, have been aplied 1��icughout their preparation inan effort to minimize the potential for errors,omissions and/or conflicts. I I(y il)VIT' i 10-71,22" 1; 24'724" i 24'�/24" 1 24'Y24" � J_..�i � . However,the very nature of the process provides opportundfie�for errors and conflicts to arise during the execution of the design(s). Because of the Judident inability ufthe - V I I 11 I . � , - 1 14-ALL concrete operations-including but not limited tornix design,mixing,transporting,reinforcing detailing and placing,placing,Furing and testing-shall be done (2)2xI 0-2/3 HEADER/BE,"l CALL,OUT � 6"19" 9'78" ' 20"/24" _24724" 24"124 24"/24" : 24"/24" -d �41 � engineer to foresee every potential confliet,ambiguity,miaccuiley or oversight during the"paper"phase,opportunities do exist for the design to require�dditional effort � 12' N.P_ N_P_ 1 8"/20" . 2,2'/26- 1 24"/24" - � _,Or� �4 , in accordance Avith the requirements and application of ACI 301 "Specifications for Structural Concrete-" 100%* 100 k. -_ - 24"/24" 24"/24 once construction has commenced- This,combined with the relAtively low fee(relative to the cost of the structure)associated with providing the engineering services as - (:) V) depicted herein,causes the engineer to be unable to accept"back�harges"for errors or omissions contained within the design(s)depicted herein- � � NUMBER OF KING STUDS EACH SIDE OF OPENING � 14' N.P. N-P. 8"/12. 1 12"/12" ' 12"/16" 24"/24" 24"/241, 15-All masonry work shall be in accordance with ACI 53,0)ASCE 5JTMS 402 Masonry Building Code. - NUMBER OF VWK-STUDS EACH SIDE OF OPENING 16' N-P. N_P_ 6'/8" 1 TA" 8'/12" 16'/24- 24'/24- ;� W P4 - SIZE OF HEADER NIATERIAL(#2 SYP U-N.O-) 1&51 N-R XP. NY- I KP_ 6'/6' 12-/16" 24"/24" � 1 6_..J W 20. These engineering documents and the designs and ideas express�d herein-are an instrument of service and remain the physical and intellectual propeqy ofthe engineer. 16. Concrete masonry units.sh-all be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type L Grade N-I,normal weight;with a minimum compressive N UMBER OF PLIES IN HEADER 1-9.5' . NIP. N.P_ - N.P. r P_� W For cause,upon notice,the documents shall be returned to the engine;er in their entirety.. Reproductions of the documents,the design(s),ideas andlorelei6ients contained - _ I NT. 5-/6- ' 12"/12" 24"/24" ��4 E--� 11 I, i 29 N.P. ; N.P. , N.P. N-P. J N-P. , 811/1 . CA > -1 .strength of,2 000psi,(fm:=1,500psi). . .. I 2- 11 16'/,24 1 ,7 r. 1. ALL EXTERIORHEADER 1 .(2)2x6-1/2 J UNLESS NOTED OTHERWISE 0-- i V� 1; e en ee, -� ,� S� herein are prohibited-without the expressed written consent of th 71 : L��2 N.P. i NT. i 1-6'!/16- I - i _,E" � -I . ; 811/9. � _!� i�� 0 . � __ - _ ' N_P_ � N_P_ I !I 11 r ; 16"/16" �6_.J 1 IT Mortar shallconform.to ASTM C270 and be Type& 1 2.5 N-'P.. I N�P. � N-P, I I I - - appropriate wind speed and exposure for thespecific-site or 1(2)�;6-1/1 EXTERIOR STUDS SPACED AT GRE.4-TER THAN 16"o/c SHALL -L� ��� .4; t.� 21. These engineering documents have been prepared for the specific sitR or location identified herein,as relayed to the engineer by the client. The engineer has used ALLINTERICREEADERSE i UNLESS NO'f ED OT I iER WISE ....... . - U ! resources reasonabl available to him based upon the information relayed�,y the client to determine the , ' ' i - . i y 11 v1_ 18.Grout,­wben specified,shall conform to ASTM C-47,(%with a minimum compressive strength of 3,000psi al 28 days and mL,,-,t,-d to provide a.slump ofbetween 8" - � ��-� , ! location of the construction depicted herein. Those resources reasonably a �'�able may include local overriment GIS maps and/or satellite imagery,� speed maps BE SIJEATHED WITH MINIMUM 19-";(2",,NOMINAL :SHEA THING ,,cry 0 1 1 1 WITH VERTICAL APPLICAJ TCN�2 �k ' ) Cn :��L 19 and I I". a � publishedby the local controllingauthorityand/or the state DCA,and/or,olber,commonlyavailable maps and/or-satellite imag . The Building Officialshall verify the ATUCCO FINISHES. . �: , I -wind speed,exposure and other design criteria shown herein to be correct and'code-compliant priorto approving these documents and authorizing constructionfrom them. 19.Pre-cast and/or pre-stressed lintels,manufactured by CaslCrete,shall be provided over all openings in CMU walls,unless spccified differently on the drawings- 1 ;4 , I t g fhe engineer shall not be liable for-any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location inforniation provided to him U � by the client(or others),or for the accuracy of those map... 8 and/or imagery resources used by him to aid.in designating wind speed and/or expost1re. __ Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. "RSD-1N PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES-nil I MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN USING 7" �� C4 -4 �:) � SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE THICK WALLSHEATHING. 16 1 , 1<14 1 20.Provide horizontal joint reinforcing in C-MU walls at 16"olic vertically conforming to ASTM A82 and ASTM A167 Type 304. 1 U C� F---� < ) INDICATES DIRECTIONAL ORIENTA17ION OF SPECIFIED FR,V\1ING,%1EXlBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6" OR 8" C:) U SPECIFICATIONS: : MAY BE DOUBLED AND SPACED AT 12" OR 16"ON-CENTER, ,-� �- D � � :STEEL ,_1 'SPECTIVEL Y. DOUBLED,STUDS SHALL BiEFASTENED � .t!� �p , .- RE WC C) 10 04 WOOD FRAME WALLS I I I I I I I.Steel elements shall be detaitedJabricated and erected in accordance with AISC "Specification for the Design,Fabrication,and Erection of Structural Steel Y POST CONNECTION TABLL� I i 1.,0 ,,� i ^^ pecificall mdie,,ated,-�,N,ithmithesedoownents,vertickdvv�al,lf,raTmn,g,(stud�),ma ,only be interrupted(i.e.broken,pieced or"platform-framed")when Buildings,"9th edition. I .�� ,-.0 W..� uo I L Unless othenvise s y CA , y - FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MAS0_i\aY CONNECTOR SCI-JEDULE fully-braced by-an intersecting sheathed floorsysteni. 'Stairs,stair - i , ers andsome intennediate roofs do not qualify,as an"intersecting floor.sy.steni",,.and.should-not be . I� ___T_ I � I used to support platforin framing unless specifically designed to do pand specified as such by the engineer. All vertical wall framing(studs)shall bec6ritinuous and 2.,Structural steel shall be ASTM A36,except as noted beliuw_ CLIP,n, E TASTENERS NAILS/KR WSTO HARDWARE/ -A,9=7 J if_L0r_ATIo_ffszxT1 - I I .. � ��! 'SA,E 1018) � mallo,,rVU.NDATI0NS :1 EXTATEM­-,?rA_LL-FOUAWATIONS ;CUU,WALL TYE­BEAMJ LINTEL cl: a)Pipe ASIM A53,Type E or S,grade B ar STRAP orNAILS FRAMING MEMBERS CONNECTOR ( I E. ineer. uninterrupted between points of lateral support. 1. I ATR Dv, 1,4""B-'D MLIV EMBED , AUN EDGE MIN EMBED I MIN/ UA ELGI'MIN EMBED I EWE DISF_ 9 � .� b)Tube ASTM A500 112-5 (5)SdPEREND ,(12)16d ABU-44,66 31. - f, - -- ____ _.... � La ren A aiVe, Ka�E I� I 12" -- 13- 12" 1-3/4"/6" MA . - I, : �p, ,-q I C� 1 All top-and shoe-or sole-plate material shall be#2 SYP lumber wl-maxinium. 19%moisture content. Shoe-or sole-plate material in contact with concrete cirmasour (4)8d PERE!,D 4-(4"./MIN 4-W2-112" , I � _y 1 115 (10)lfd/FA LTI'2013&DTT2 112-(F� 1 5-1/2" SPCG Ii. 1-3/4"/6" 1,� C-1-WIAIIN I I r I er., , 3�All bolts anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise- _� 2-w-spcc; 2"W/4"SP06 I : shall be pressure preservative treated. .1 HE (5)Hid xi-M"PIREND I 3"SPACINO � F L�L iul�e. , . 5 - - (22)l0d SINGLE-MGT 513, 5-1;- 5-1/2", 3- 12. 1-3/4"/6" 11, CJ_ - ' , -ce � r=p , 1� �, MTS12 (J4)I0darI0dxI-I/2"TOTAL ,- GA 0ce ).. . 3 - 2x(22)10d DOUBLE MGr (2)sr 5-v- 9-1/2" 3. 12" 3-1/2"/4' 12" I , I A Csd� , � 1 All vertical wall framing(studs)-includin "jacks" and"trimmers"-tli�ough 2x6 shall be 42,#3 or Stud Grade SPF lumber,as' dicated on theplair(s)andlortable(s), 4-Hex nuts and couplers/couplings used for bolts,anchor bDIts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTS20 (20)10d or(24)10dx I-IPT'TOTAL 1. 2. CJ_ So'Joe ,( o. 8 ' 9 J ­ 1% in r (19),1fid SINGLEIM1614 5ir 1't. --1/2 �-12" .- 1. I tu I LGT2 TRU i . 11 314'f6" 1 � ,C.L. I � I I , ,- I'�. w/-maximum 19%in(;isture content-exceptas noted or specified otherwise pir the framing plans-and/or details. All vertical wall framing(studs-)larger than 2x6 shall be 42 A307,A36,SAE 4,01 8 and Grade 2 bolts. (16)�16d SINKERS TO Ss, - I Thi ev"R9� id withoti.- s 1r;v � d . I i I I I 1-1 - - ' �_, 8 1 S)16d D0UBLE2HrrJ&4 (21)5,11" 1 A- � i �C.L. Il'AND signed in BLUE i k.:- �,v�,.­ I � (14)l6d SINKERS TO�APOST 1. : 7-1/2" 1 4- :12 3412"t,!" 1� 11 7 SYP lumber w/maximum 191/10 moisture content unless othen-visenated or sp if d e framing plansand/or details. I - . - i , . � qc le on th 1116,-16S-16-2 2XlI&)IGd . , I , -Strength bolts anchor bolls and threaded rods-ASTM_ A449 or similar-shall be heavy hex ASTM A563 grade DH. ,P)I W x 1-1)2"TOTRUSS,U O)TO IIPOS TANDEM aTTJ 64 (I)s)8" �__t" I 3- :.1. L I . _111"�__IMMM�01 'Thb�QWillo Grou 5..Hex nuts and couplers/couplings used for high T 9-1112" . :1 1,34-/,6" ' 1A I - \ " MSTA12 ,(10)10dTGTAL (32)16dsinl:� SINGLE111712-26 5tr - 1 9-1/2" !'. 1. I .p,lnq.�� � , �, 4-All required Ix blocking in vertical wall framing shall-meet or exceed thriespecifi cations for grade and species of thestuds s?ecified for the same wall -except walls that i 5-jr I . � , I 11- � - - I - '/6' MA q i 6%0`,RciosevP,lt Blvd' , '- ,, � % _MSTAI8 �,(14)10d TOTAL 2x(32)4GdSh11- DOUBLE 1=225 (2)5,r ; 9-11T, i 1. �SEEPLAN � N/A Jacksgriville,, I . �� are,specified as SYP andare-also not designated as ashear�,wall or portal frame,wall may use.SPF,blocking. 'I, 1 54- . � 11 FL-3��a4, ,,, I I ; I I ,I � I I . � , l� I - A �_ AISTAN (18)40dTOTAL I (20),'Y4"-xS:.1/2'SDS SINGLE RDUS 71S" S.-I � 1. � ! i ��. _>_ - I � !1_11UL2" , ; . I I J -I- 1 3" � 11. t 1 ,.(904)7772­61DD,I ,�, I I CORROSION&DE,CAY.RESlSTAN CE.: ___ - - __ __ I � I , (2)7)8- "T F I . A � 5- In some instances,these engineering documents may include a specificationfo column within a wall-where the size of the coh min exceeds the thickness of the wall as MSI-37 (4ZyMilTOTAL 2X(20)%�X2412-�%SDS DOUBLEIRDUB BAT' : 3- 1 13-dif-l" J 3Af2-14" i L. . 0. � FL CoA,Number,29015 6 MST48 I. ? � - I�All structural members of wood or structural composite lumber either exposed to Weather or in direct contact with the ground or soil-Le.deck/balcony (46)16dTUrAL (_31BY4"-X2-I/2'SDS SINGLEHDUII 9-�J 1. 1-314" � SFE PIAN N/A 4 specified either in the stud table(s)or-relevant notes. In such instances,any of the_�Ilowing three options ma ' - ___ - __ I—, 1. I I .. C!:) � 11 , y be used to resolve the conflicting thicknesses: a)The - I I - SHEET thickness of the adjacent wall framing my be'increased so as to conceal the thicknes�of the column vvithin the wall;b)The ad boards/hunber,joists,posts,etc. -shall be pressure preserwitive treated to a level rated for the specific application. Borate-based treated woodshall not be used as/for MST60 (56)l6dTOTAL 2x00)Y4�x2-L-_SDS DOUBLENDUIJ (2)], 4' WE PLAN NIA . , jacent wall may be funed-out to a thickness ­ ii, � I ,&� d-4 I 1-1 _;�',�� 1. �3- SEEPLAN MA I � IL I I ­ 1. I similar to that of the column so as to conceal the thickness of the column within the wall,or,c)The coh tilin and adj acerit wall may remain different thicknesses and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the man ufacturer/treater and approved as adequate for the CS16 (30)8dorV6,)J0dTOTAL (36)Y4*-X2A"SDS SINGLE HDUJ4 I C.PJ11 k I , I i 9vh�. column"-wrapped"with a finish material (i.e. gypsum,etc-)and left semi-exposed into"an interior space Within the structure. Additionally,ifnicrie ofthe three application- spn4,-6_8 (12)1 0dx 1-1/2" 2x(30 A�x 24,SDS D0UBLE,,HDUI4 01- I is-,A Is" 4- SEETLAN I NIA, � � "%hl * k 9N HPAlID22 J23)l6d (16)10d FIGT2�HM (2)111. 1 1-1/2" 3- SEE PLAN Lai T � aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine if anengineered wood - L I i-i I I I ' 'I � U " LTP4 (12)9d x I-IP-*TOTAL (16)104 HG-174 ": I'�L� :1 SEE PLAN I ,(F--VvT)or structural steel column ma be,usQdw, ithm the,allotted V L a -y.. 2.Allintericir wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. 'LL Q)314, 4 i 9. 3. iy -v all c vit L A35 (12)8dx1­I111TOTAL .� ." 11 J J_IP_- ,I C-L L ..J , I I .."IRAM -G*.a.d-FR-�-NiE4G-TD-.FC)[L'MkATIO�4"CEN.tMCTOR SCHEDULE NOTES* 'GUARDRAff'S,HANDRAILS AND LSUB-ASSEMBLES/(--OlvlP,ONIN-I'S TIIEREQF I 11A111P9= . I I of 4 �: - - 3-All fasteners(nails,screws,bolt.%etc.)less than 1/2"im diameter and in contact xvithpressurepreservative treated wood shall be eithe hot-dip (12).10dx4-1/2" �,� �14 ,(PO.STS,BALUSTERS, n-ffR I r , ped galvanized(I-IDG)or ME`rA_70 - ErC.)'SHALLBEGQNJPR'fSEDoFE1 ATROPRIEIRAY ) FIELDFRAMING - stainless,,-feel(SS). All metal fasteners&connectors expos;ed to weather and/or in contact With corrosive materials shall berated by the manufacturerfor compatibility EETA20 (12 1)'USE hiMpSON AT A CR YLICTIE T WO-PART EPDXY RIR AIR-TOFOUND.CONNECTIONS UN�o SYSI'EM-V=APPROPRIAMA?PiIC-UM,FELORMAPRODTJCTMPRC)V,,L(S) I La. , �, . ,)I(A x 1-1/2" 2)ALL JDIM"SIONS(ROD DUAIETE�EMBEDMENT,EDGE ETC.��,%W,IJMUM DIST ANCES U24.0. ORoTHERWISE R E DESIGNED BYA FLORIDA-110EN SED FROFESSIDNAL . L _ i 1, with the application and/or corrosive material. The exterior use of anymaterialtreated with a pressure ive treatment ocifliaming ammonia shall require the _1"Mol'ay,L(16)16d.SINKERSTOT.RUSS, 3)'!DOL4ILE'B OLD-DOWN 5 REQUIRE MINE,nIlld 8*,j PACJNG RE T,V F N AIR ANC H OR S L U!N�Q. ENGINEER T 0 THE DE SIGN CRITERIA3 TATED IN TBB APPLICABLE CODE TuE I I . 11, I I \- i preserv-,A LGT2 L,(,7�),lf4"-�L2�1/4-'X.LM-NSM�EWSTC)�.WALL 4)EDG15 bISTANCE DIMRNSIONSTO-HE MEASUREDFRON!THE HITERIOR FACE OF THE FOUNDATION.,CURBOR P-RODUC,T,.,?PROVALREPDRT.ANDJORSHC)PDRAWIN(3,(S)ANDASSOCIATED ��, , , : ,.k.0i lltl L Limited elements or areas of the desigi*0 dep-�cted withinthese engineeringdocuments may includethe label or reference"field frame" or similar. Al these confined exclusiveuse,of SS connectors and fasteners. The use,of any material treated with thepressure preservative treatmentACZAsh.Ld'I require the exclusive fuse of:SS I - �CMU W-All,TO TIM�OF THF ATRAN'CHOR - I LLL .L ­ - I I I , (7.)AW orlofix 1412"TO TRUSS, - I DESIGN� , � :: I L I - I �'! 11 I "1!!M== - I NITSN116 I i!1:i locationsthe engineer has determined thIdt it isun y to establishu demonstrable design for-the specific application. These elements or applications may include connectorsandfasteriers. I (4)114�N 2-IA"TITEN SCIREWSTO WALL . 5)MIN tDGE-DISTANCE DOES NOT-APPLY ATWIERIQR MIR L,rMNSCnl!L'Y]FnIE-NffN-FAWEDMENTis TDCONS Licno N � (8)I0diir10dxI-lt_)"TOTRUSS, MEASUkEDFACM THELOWER SLABELEVAX1QN[ . . _�ecessar 'ling treatments and similar,non-typical construction and/or (4)114�xl_1/4"TITEN SCREWS TO WALL , , stairs and/or landings,plant shelves,widows walk-'s,radiused floors and/or walls,decorative or volume eel . HTSM16 6)AL-LT5,�,RTSIMATE?JALSTOBEIN�TAU�EDINACCORD,I.NCF. T13MAUNWACTURERSINSTRUCTIONS& D FOR CODE COMPLIANCE DIRECUUNS � accessories. As such,the engineer has deferred to llie contractor or other person or entity responsible for the execution of the construction depictedherda to create his or 4- Stainless steel(SS)and zinc-plated/galvanized Ci.e_7_­MJkX ROD,etc.)connectors&fasteners shall not be combinecL Use oilly SS fasteners with SS connector& 1116,46S,-16-2 (2)IDdx 1-1/2"TO TRUS-31 7)ALL�4AILS SpECIFZED ARE,,CCUMCD,,"Si7p UI�La . - Use only.zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. . (6)114�x 2-114"11TEN SCREWS TO WALL T ffYOFATLANT I "I I. I � I I her own design for elements or applications specifily as"field framing" or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, 8)MINWUM ROD S17F GRADE,EMBEDMENT&EDGE DISTALN, al OWN ON P1_',N SUI ER SEDE S NE NIMUMS SH 0 W 14 � IC BEACH I rules,codes,etc, and shall be to the executed to the t'sfaction of the Building Official. Falk (I 8)J14"-x 3"SDS TO TRUSS, ONTHISCHART I SEE PERMITS FOR ADDITIONAL i - V2)112�_x 5"ITTEN BD's TO WALL 9)MINH4UM EDGE DISTANCES OF 4-OR MORE REQUIRE MININIV 6-WALL FRAMING (9)1 OdTO FRAAIINr� 10)ININEAUM 8"SPACING BETWEEN META-�HETA-ANCHORS U 0. � - 5.Regular inspectionand maintenance of wood,wood-based and metal products used in structural applications and/or used in outdoor or otherpotentially corrosive MSTAND6 .(4)1/4�x2-1/4"TITENTOALASOM- - II)MINT�CUM 1-1/2-EDGE DISTANCE FOR T[TEN SCREWS r REQUIREMENTS AND CONDITIONS. I L_ 7 environments or applications is essential for continued,long-term satisfactory perforinance. I __._---1-__ _.­ I DEMUM 4"EDGE DU;TANc2 FOR TTIEN Hm - � I ­.- ......... M_ __'Ol .-,, I-- --I . � AJ I.- , , �=_ _ 1!_7 . . --g- DATE. , I/ ��d[L I ;1 11�11­­­­ . - I \ � . _ � -L ­! eil 11.--v-1-- i I - I 11- ­ � ��- ­­- �,-­-1 --­1-I...�- 1_- - ­ I -- -­ ___- 1, �11 I ­___ �_____­ ­­ ­­ _1-_-11_-_-___- -.-- I.- ­11 � -11­ ­ - � I . - - - _�- - - ____ ­_- - _ _____ .---- _______ I I I .1 _ � I ____ ­ ,---.-.... - N r sen u anted s e tF e�h s ea aoaf.e� s This.d nent,-aton with pp rid idler fual property of The-:Casfilo GrouR,tnc.-a t Floridda;l censad en�ggineering firm ani the 'pro�taacct.en inaeridentdiedherain..Arocatiie ricense been,granted to the user,(the persomor enhiy identified belnvr)So use the instrurr ent ofservice,depiZd"".rthin this and associated'dooumerds.onetime only to construct the building(s)an or assn ies detailed herein and only at the specific location identified'below. ..Re-use useat a location other that the one descr d herein and/or copying,duplication or modification of any desi n or element herein is aviolation of federal intellectual copyright laws and/or state administract/ve code Board of Engineers:rules, eta and is punishable by fine,imprisonment and/or license/authorization revocation.Upon revocation of license for cause,anyy person or entity-in possession.of an ori 9inal oroppied versionof the documer%s)shall return all versions to The•Castilllo Group,Inc. immediately and cease any and all construction andfor use associated with documentv1,.;Use,of this document acknowlei3ges agreement'm the aforementioned terms and conditions. DESIGN MEB DRAFT CEG CHECKED LAP SCALE 3/16 35^0„ DATE 11.1.2012 1'5'-2" 5-$"-e e �' fi o��rx a r•n r tv h,n" a RODS A MAX , v,o/v 1 JOB NQ_ 12-180 i j SQ.FT.. _ DESCRTPTTON � ST2 - ,.�� � II� � I � I I .,- I I•ter 1 b I 1 - OWEN ( -- -�— .' I �- ------- ----------- ---------} -- (2 A6-1/ ' I ( )2x6r1/2 n�' { I )2A6;,U2 vt� 3 1 I cJo, I i I I I ! II r - } l c� J02 N11 I� �ti II j II y } ST2 } I I I + The l I c/a I I I' L ,{ - c U3 A .LL P61 _ `ti i �- -�-- -1p it TOL /. 1 j �l \ - N Designers 1 1 'To.3 �,` I, n ; Engineers _ ,655oRoosevehBlvd. acksa v ille,FL, I 3 as zc7oa5 Ste_.... II u 1 Cdr t69onoo �-- --- !. I 61: r Ll ST2 } I I LF---I 4"CONC.SLAB REINFORCED W/EITHER -_ - II 6_610/10 W WIVI OR FIBER MESI I ON 6 MIL, / } � i I 'VAPOR BARRIER OVER CLEAN, ) o } COMPACTED FILL.SEE ARCHITECTURAL } } DRAWINGS.AND SPECIFICATIONS FOR �r; I INSECT AND DECAY RESISTANCE ( CONSTRUCTION PRACTICES.PROCESSES r ND'TRECODE RE TO MEET J r -e a — coDE REQUII�IE�rrs. I _ ___� _ � � � 1 I 7 L I ,, $ 90 } 4/,CONS. I ST2" - Ll 4 4 -- I} — C1 .; I MIN 2FIy W.2 SPF 2x4 - 1 I ---------------- I POST�TOB. _ -L-1 I - I LI --FL- ---------- -- IL--------------- r a _—_— -, 32x6-1%2 8/10 1 ST2 .I cal j l o:> ST2 /Vl U 1' LJ0 i 8/10`, _ -- ; B f10 ST2 ST2 I I �_ ;_r 03 q roI 701 ik L--------- ----------------- ---- I� it IF l 14•_8•• 20'-4•• I•, l l II I � -� i ,=s 1 7 to �i I"GONG n (Ifs v ca '95 4" S12 RT. R ST2 ST2 L� r=1 1 y ' �os -: � ❑ ! -- -----� ❑ }----- ---1 ❑ .I-___--- ---1 ❑ Icon it ❑II 2x8, C7 (2)24 i � . ' i Q ?; � ��� ALL PORCH 6� 1Q'-2j' 7'-10" 19,-2-" PADS'TO11E. 20`x20"xd6 W/'! 29'-4' 5'-8" t. 344'S BOTH I 7t RODS AT t�1 tK-T-0"o/c WAYS 6 cn Protect,Eng eer: jam+ q 7 Lawrer in PE C:) FOUNDATION PLAN 3 2 r�IOL,CTUR 1 , P1�AN Prof` cion Ir 'neer s� 3/16 = 1'-0" T� 3.116 = 1,-�'`� PL,L �. GA Lf`den, o _ 3 WALL ANCHORAGE LEGEND sac i Lcppr) Io. 208 Thisdra.vin _wal: .vithoutmiZed 4 _ geatAND si(* in BLUE W13 ® -5/8"DIAMETER THREADED ROD ASSEMBLY-w/7-1/2"EMBEDMENTItis� titin Group,Inc INTO FOUNDATION AND COUPLINGS AS RECD. 3x3"x%"ROUND f>550 Rooeelt BlvcY ' HOLE WASHER ATOP UPPER-MOST ASSEMBLY. Iaaksonville,�FL':3?Z44,, •(909)'772-151 Q0 "DIAMETER FULL-LENG111 THREADEDRODANCHOR vv/'6" FL C.oA:Nurriber'2901.5 EMBED1\IENT AND 2"EDGE AT FOUNDATION AND 3"X3"_XI Ufa SHEET SLOTTED WASHER(+FENDER WASHER)ATOP UPPER MOST TOP>ASSEMBLY. $'TO;"DIAMETER HYBRID THREADED ROD ASSEMBLY. " DIAMETER ANCHOR w/6"EMBEDMENT AND 2"EDGE AT FOUNDATION,w/'24Q,REDUCING COUPLING TO$''DIAMETER FU.1,41EIGHT THREADED ROD iv/2'�2"x$'WASHER ATOP �� UPPER_MOST TOP> ASSEMBLY—` ® s"TDIAMETER THREADED ROD ASSEMBLY,-W/-I �IBEDiviEN"I', T'O s FOUNDATION AND COUPLINGS ASREQD. 2"x2"x$'WASHERATOP UPPED MOST TOP>ASSEMBLY_ dR „r, � � . - �. ,� � I I " I � , I I _`J� � .�; i '. - .11 I I I I I , -,I�,, " It I�il, � I 11, V"�I�tt:" � 11,1� I H-----I'-- THIS 'DOCUMENT, ALONG '.V.qITH I 'Ni I I . ,ASSOCIATED �DOCUMENTS, IIS AN __ W I 1 1 1 I-— 1 7/16-THK:K (MIN.),(24/16 . HEADER,ADJACENT TO - I I � ,INSTRUMENT OF ENGINEER'S �� SPAN INDEX)APA-DR 11, TOP>-PER CALL SPH4-F-8 CONNECTORSAT 1 4 .1, IT - --�, -+ t I :SERVICE .FOR THE EXCLUSIVE USE I ,___�_ + +� I I \ I i SHEATHING THICKNESS & ATTACHMENT SCHEDULE TECO-RATID WALL SHEATHING , . MIN.1, IOUTON STRUCTURAL TOP >-TO-CORNER POST \ ,I I I 1� AT THE PROJECT TITLED HEREIN. I I wl(1) RON OF ad NAILS 0 1 1 Flksl. ASSEMBLY AND OTOP I I I I I I. I I � I I, I I . (3)ROWS OF . 11 . -R[]En]F S EATHING.. � 'WALI.- SHEATHIN13 . 3".o/cAT*TOP,OF SHTN'G,(IN TO I 11 ---N -TO HEADER DMAX.,JZ�q/ \ I I I � I� I I -(I)ROW OF 40d NAILS 0 8" i y(.spppor1sd,g IU';U/L;M&',-) ,a ,, TOP '�) ANDAT BOTTOM Ul \ <\ i I 1 1 i I � ASSOCIATED A'DIC MAX,) I — ilc i1r- - � �_ .I—- OUTSIDE CORNER . I I I I I I 1OdNALS SHIEWC,(IN TO 1-IM). NO I N. � DOCUMENTS, MAY NOT BE USED i MCOMMUNW.L.- I I . AS SHOWN.EA � GARAGE OF I I I i 1! I � :ad:RING SHANKNAILING I MIN.THICKNESS,(SPAN INIDEXI) ! I 1 0 4",D.C. ADDI7lONAJ_'>-TG--HEAaER 11 I 1 1 : SPEED:& 1: ; �,-(1) ROW OF . PLY. I FOR OTHER WORK(S) OR I ,up -I �PERIMETE ERT — . STAGGERED. I I wl TRUSS I. I !I 1 I I I t ,MIN.THICKNESS � t� I ,T ,�M I I : � i 5 V 9 ; U LIFTS 0.1l,I)DOILFOR�HIGHER IS � __� I I 1 1 P + -7 - .1310'TOE- OR END-NAILS � i MIN. (4) (5) WITHOUT THE � 1� 1GdNAJLS 0 1 (1) DIAG. i � �EXPOS ZON�l 1�0 aNIE ' 1 BRACE OVER I PAN INDEX) ZONE END Z014ES _ ./4" OFF 1 5 � 1 1 TRUSSES APPLIED TO BACK SIDE OF I I PROJECT � �"j D ; 6" 01�C. I <OF 2x6. I UPLIFTS USE CONNECTIONSAS I/, -. -�—0 KiNG-STUD TO HEADER_ I 1 1 W , I I 1 1 SPECIFIED ON STRUCTURAL 2XIO HDRS.'LJSE(9) NALS. I I i�i EXPRESS WRITTEN PERMISSION OF 11(.) I i 16 A TO 2x`12 &ENG. WOOD HDRS. .APPLIED TO F�RO . W/(2)NALS. INSTALL DIAG. BRACES j I THE PROJECT ENGINEER IDENTIFIED , 1 (2-44/... _:_ I I 'a I BE ATTACHED TO SHEAIHFD / STRAP(S) ARE NOT PROPERLY . 'USE (12)NAILS. OF WEB 0 EACH END OF CDNT LATERAL— i i 7/1 G" 7/1 0 I ", ' 12-� 1 1 STAGGERED,. 2 I' 2" 1. tz �IF THE INDICATED EMBEDDED i � WEB. CONNECT TO EACH TRUSS WEB , 1 12" 10712 9114IN 314 - I-PLAN. TRUSS TO>CUPS I , rted@2-4'OICMAk) I OF CENTERLINE I I I- Y BE � i BELOW. OF 2x4 W I CAST-IN-PLACE. THEY MA I --- - I 1 1 13RACE LINES & 0 MAX. 20' I I -- 115<132 rnph 7/1 G" GV 1 2" C"/G" BIICOMMON� AIL I att W*AIBE'CORNER / I REPLACED BY THE FOLLOWING: (1) MSTA­SERiES STRAP 0 1 I INITERVALSBETWEEN Ei � I t� I �, t , .MIN.THICKNESS(SPANINDEX) . 1 4 4 . GARAGE t r I 1 � I !! I EXF;'B,C,&D ,(24/1 G) HORIZONTAL FR.APP.W1 - JNT I (1) HTI`22 - �: , , EACH JACK-STUD TO I . I I ii iRE,V � .DESCRIPTION � I , HEADER. I -_ i !I � W STLICCD ZONE i -13AX3" TOE- OR END-NAIL I 2y-10 HORS.'USE .1 I -_ ; � I � 18- STRAPS, 2x12A EN . ; . . - - ,I 11 �� � 15/32'. 15 't ; - ,a I I 0 KING-STUD TO HEADER. : - . , C. I , I I I 1 1 1 - , I I ./32 /3.2" G'VI 2" � 2XIG HEIRS. USE,,(9) NAILS, I , WODDHDRS. USE 24' � i I 11 I I 1: � I ((3.2/1 �C312fl G) I 1 1 1/2- '2 5/8" U I i� I I i Q�� , z ;I . I'll ���: : 11 I I 2' 2x12 & ENG. WOOD HORS. I 1 1 1 � � I . . I I .- ---------— ___ ___ � . ­ - �-TWkDDED STRAPS MUST I I I I — - USE,(12) NAILS. . - I CONTNUOU� R L I IF LATERAL BRi UST BE.MADE OF I i I I a BE NSTALLEI�wl.ADDITIONAL I I i � 2 - -_ K ALL PANEL EDGES 8d RING SHANK PER R603.2.3.1 OF'10 FBC-R: MIN. 0,113' I! LAM-%ME as I 9!� I ,- ,-. 1/16" THICK (MIN.) (24/16 SPA*--, � I RRACE QUAN 1: D I I MORE THAN ON DO SO BY 1 i I - �FBLOC NOMINAL SHANK die.,RING die. U-012'OVER SHANK die.. 16-20 , 1jLW_A6-= --------- -- -.---- I WOOD#Tle ANCHORING RODS -, � :t _1__> PC. OF #4REBARPER -LOCATION DE M j I !I � OVERLAPPING ATILEAST 2 TRUSSES I I ,� I� INDE)()APA-OR TECD�RATED I �I . I I *0 MIN. WALL SHEATHING & ,WALL SHEATHING, RINGS PER INCH, 0.280"dia. FULL ROUND HEAD, MIN. 2" LENGTH. 11 *TYPICAL CONNECTIONS 0 5TUD RED rOF pLIES. ,FASTEN LL/ " PER DETAIL,B/STI. AT k- t � ,�� I I SIMPSON INSTRUCTIONS. - I I � t SEE STRUCTURAL FRAMING PLAN FOR RUM � ��WA � ; I I � T : W NAILING MAY BE OVERRIDDEN . T I � I TRUSS ENGINEER. i I I BYREQUIRED SHEARWALL li �COJ UMNIS. JACK-![Q-KINL5-111JU I SHEATHING-TO�POST�Wl MIN Bd's 0 12-D/CDR GYPSUM-TO�PO / � EACH IENDOF WALL �I : 11, WALLSHEATHING wl Y/12'o/c : �i I TO EACH I i I i i 1 3 - ''I Eid NAILING.EXCEPT WHENNOTED. t�,�i ,! 1CON14ECT I � I _ W 1 � _ ] � I I I . ;ROOF SHEATHINGIPER ,� L 1. i 'NG,,(SEE F/STI). � SEE P/STI FOR�BOT OM CHORD 11 ,r,QgNEg POST,ETC, THAN,3 PLY ARE USED, CONNECT EAC;t � USE RJ VERSION OF 1 1 i I � S SEGMENT, WITHIN 2* OF PORTED PANEL 1 7 TRUSS MEMBER WI(2) i . I . NAILI ,EMENTS. Aq1iPMR?JES, I MIN 5d's"I'D 4" O/C. IF MORE � BLOCKALL UNSUP STHD14 AT CURB WALL I 11 I I LY�CLIPS,e ___�S BFRACINGREQUIR U I TABLE, W/P I 1! ,SPEQJFIEQ..NAILING HtUUIKtLJ'I­U T S FrIt ____ JACK-/KING-STUD I NAILS \� I ,�� /I I i 1 4 - (4).A31,S TOE-NALS GEA. I . . i I � -MIN.1913r RAFTER-TO-TOP PL INADDITION TO ENGINEEREI TRUSSES OR 1 i 2 PI Y'S ASSEMBLY ROD a CORNER (1)STHD14J-RJ DONNE a , I i I . TRUSS/ D TR � I I EVERY PLY IN AMITION EDGES w/2x BLOCKING. I--- (DTIL Z/S 12, ,� I I SE�C�__ i - LOCATION& EITHER I I ,��I I VAIH 7ILE CONNECTOP(S) SPECIFIED IN SCHEDULE I MAY HE INSTALLED TO JACK-7/YJNG-STUD A Y- � MAY BEUSED AT 11 I I i i I CONVENTIONAL(SOLID-SAWN) . I . . � I TD-FOUNDATION & 0 C NON-CUREI WALL (DTL ' \ I 11 . USS & i I � I =1 & UNLESS OR ON PLAN. TYPICAL. ALL TR FRAMING. SEE PLAN, LAYOUT OR ii El SIDE OF CORNER I 1he NOTED OTHERMSE RAFTER BEARING POINTS &OCIATED DEI FGATED I i MULTIPLE PLY POST CONNECRO—S POST ASSEMBLY, POST ASSEMEILY�70­ 11ST2)LOCATION& \ I �I I I - 1 1 1, ENGINEERING FOR TYPE,SIZE& 1- ,: I 11 � I --- FOUNDATION. (MAY BE USED I i I � I � .__ ORIENTATION OF MEMBERS. NOT TO SCALE LL. WOOD*Tle RODS) . LN i I TRUSS-T-Q-PL. CQNN-___C_TQR_a I INTERNEDIATE SHEAR I ANCHOR BOLTS PER \ � � rxi I_ i; ; CASTILLO , EIXC�EPT AS NOTED (�Z) 2 1 X() #2 Syp TDP PL. FASTEN PLIES G — ---" J)DOR(S)SHALL BE 0 DETAIL A/ST1.TYR. I _-__---y- — - +k— I �, + I �� I _) I t If" FASTENERS.PER SILL > I I �; - _____ — 6 STRAPPING wl MIN. (10)10d SHEAR,CONNECTOR .ATTACHED-TO ' \1 ; . I T i LENGTH OF CS1 +PPROPRIATE�FRAM � ,MULTIPLE TRUSSES 1, kiroup UPLI T (L3-,)T CON"IEC"I'l TOGETHER wl(2) ROWS .131x3" NAILS 0 � 'INTO EACH,PLY OF SILL & - ,(S), A INGT 1 i ,3: � i� �i) H_2�5 __I I 11 12"o/v. STAGGERED, w/�MI 24"ILA , I I I I­IEAD(E�), EXTEND I SCHEOULEDN S SHEET I RS IN �T­ - I FOR TRUSSES 0 24' O/C MAX H I I t I HORIZONTALLY ACROSS STUD ASSEMBLY& ,CONTINUOUS THROUGHOUT MEMBE ,MAY USE PA51 .or-68 STRAPS LLD.STHD's �I I A Fluid�C.-fi.. - I - 0-465i �Tj oo c � t MIN.(1�) .131,x3" NALS IN� !LAP � . I �BLOCKING. CONTINUOUS TO CORNER.IFILLINGALL WALL'SEGMENT. ACCORDANCE WITH I T ­ � I . � .AT STEM-WALL APPLICATIONS. ATTACH TO I I 1 , I 7,�Ht5 (1) -13 � I 4-5-a OMAX 32'a/c ,P -T DS L I HOLES w/j0d (T- 4 STRAPS 0 HEAD,(ER) & ,(2)2x,()BLOCKING,(�TYP)L,MATCH SIZE WOOD*Tje MCHORING-RODS APPLICABLE ,FRAMING w/(22 1.6d or (25) 10d - . j I Designers --- . S a,IL MANUFACTURER'S I I � � -: C, SPH I L 11 I"-,� 1 5 -(� ""' 5 � - NOTREQ'D WHEN U_ 1-4 STRAP . TRADI it H I p I ��_11 ll�_'139 � ORING RODS PER DET. 8 ST1 I ___I - �OF ADJACENT FRAMING (STLIDS). INSTRUCTIONS & I M . i I : ;,t�r,­ I I .i eers _;"�. — . 745-1,0001 ,?) HS'� t � i - 11 �,;_ -- __ I I ,ANCH r _DIREC"nONS_ !� - , i I Engin -Ii up > 2x,( ) #2 SYP SHOE Pi ROWS I NG DETAIL - U.N—.O. I 11 I � ; ___F,;,_ (1) H16,IH16S IU I> ;OF A,31x3" :;� � I I ,PER STRUCTURAL PLAN � FoR�, _RTICAQ CH TYPICAL GARAGE Q )OR OPEN] A, � f-j:��2nd FLOOR WALL I 655o Rooseveh I--41_-,_O�� TO T — 0 12"olr,STAGGERED. AVT a: ! - I Blvd 2f_,�� 107 , MIN 23 23/32" APA- OF "�Ij III I .HEADER SEE DETAIL C/STi (VF ST) I� I i I ,,.-g-�--c-,._-V--- 'F S_j�l Z TECO-.RATE ABOVE ,r,p 1001 1?e AH'i I _�E _T )D / i WALL SHEATHING- ---­I-- k Ul,,�L,�PLAN � 11 ;11 R i �q HEADER-TO-STUD STRAPPING NOT TO SCALE 11 I I jadKs01kviI1e,FL3=44 . - - 1) - I lil � 1: I I SEE TYPICAL WALL FASTEN FLOOR 11 . I (94 77--&00 --, �IuMTp-,t-t:-,,--TA-)-7nP-�P-!--,'rE NOT R�QUIHLI I T&G'DECKING'(24'ojc STURDI, . t SPECIFICATIONS. 11 ._?"�;_, riVICAL EXTEROR WALL 6'/6"o/c 10d NAILING & APPROVED I �_ � � .1-1 ---I � — --- __�__=____=_z-----===4 I I I! -� �, - ADHESIVE I �q =___=::= I I SECTION (Ay") FORF--__�I I DECKING (PER A/ST1) !I FL CcA No-29o.t5 SPFCIF 0!5TRUCT"" SIZE, - DE & 1:=--- -=I - ^1 ,AT EXTERIOR OF , I 1-3/4' Width Pieces: � I I ,ADDITIONAL SPECS I 1 4�:� JUAHLJN_� NG. _�==E MATCH --%1611==- I I 11 � _QKS. LEDGER ,I" I t I 1 1 To LATERAL BRACE W/ I �EXTERIOR STUD WALL j --- --+QUANTITY OF --1- iT_ ___+ SHALL MATCH JOIST DEPTH (MI11L 11, I * Minimum of(2)rows of 12d (3-114')nails 0 I2* a/c. . 1, I I -(4) 10d COMMON NAILS i I � I �mrnmAL SHEET FOR EXTERIOR �,I�,, I I I TO LACK �� 11� � - Minimum of(3)rows of 12d (3-1,/*")ndils 0 1�*.1. for 14� & 1 1 11 I � 1 1 ARING WALL I FLR STUD COLUMNS wl I I 2xB) AND BE.ATTACHED 1, " j �i 1 1 1 III: / I , , I . — �i . I P I \ 2.4 PLANK ORIENTED I N 11 I ZI BLOCKING.IN,FLR .SYS- � , I, NAIL THROUG I I \ LATERALEIRACES 024" 1 SWB I H A.P.A. RATED SHEATHING — deeper- - 1i T-BRACE FASTE�Ni,�6 1 2x4 DIAGONAL F TYPICAL INIM1013 BE � is-olc (14AX) VERT. FRAMING w/ ! .Nulled connections r I il 1 - " � ��� III I , � equire an additional row of OHS wbeh nail size I H I I 5! , q . I -, " , / � a INTO FRAMING W1 Bid AT 3" D-C. AT ALL JI"dlia. SOS-SCREWS - 3" L014G .- I 1 WEB W/.131x3' a . t i - D S JECS 16_w=�4 Is smaller,than specified above (min. 0.128'X3')., � D/C TOP AND BOTTOM. I, � I EDGES AND INTO EACH PLY OF EACH ,IF DIRECTLY ATTACHED TO -1 I� Nail from BOTH SIDES of 3-pt I q/r- T�BRACE TO BE : ,BRACE 0 24" it � i 11 ,DOUBLE INTERIOR PLATE. 12- O,C� t I _y m r I i ON SIRIJ AND wl-Ist FLR-IFVFt I ,+ II �1 i � J I / EXrEPT AS N CTURAL PLAN(S) ­ +STUD COLUMN U.N.0- ---L_- I I ., embers \ FASTEN TOF-01, ,1— 10" —_ O/C 'DIAGONAL - ____ if . I SAME SPECIES AND \ W1(3)10d COMMON __�F�Cj� ILL 5 I Ju - I-- -�==,I I ,FRAMING, 3-1/2' LONG IF ft� I 11 1 1 -,5_1/2" ,Width Pieces AND 4­jijb� width Plecew. 12 A -N .0 ___/ BRACE TO TO% ==4 1 1 tj i ! ELSEWHERE. R DE A Y�T�-1 ,P .1 � I - .1 � ATTACHEI)THROUGH SHTN!G. `_ ,< . - _-""' ��4�� , IS WEB TO BE \ TOE ,AILS. BRACES T :I 4 I INTERMEDIATE IFLOOR SYSTEM - I I t _� ,> I *Mini f(2) Wig 2� 1.1.0 24' a/c Ste I , . .......-L BRACE -1-1 ull I I IM, �I I !1 i BRACED. SIZE OF MEMBER I BLE TOMULTI-STORY B I i QUANTI OF SCREATK. \ txIEND iNkQFWOR I I it � V I ED I �' AS SPE I I " R OTHER UPLIFT HARDWARE AND i 2x STUDS 1 1 dl�]ED BYI TRUSS .W/(3) 10d :z t -_. - .... , - 'SEE PLAN.1-AYOUT, ; i CONNECTIONS, SEE TYPICAL WALL 2xB LDG�- (6), CREWS '_� I � . . SYSTEM (1) BAY - \TEDDELEGATEDENG 11 2A 0 LD R, (7) SCR WS �, - I LH 4AdI_I:- 1� - i I DESIGN EN�INEER,(?,411,1. \ LATERAL BRACE LOCATION I COMMON NAILS I TYPE,SIZE & ORIENTATION OFNEMBERS, jV I SEC-DON AND TYPICAL HEADER I -y 1 - /I AT EACH END I "I I �.� �ASSOCI JN,RING FOR 11 11 '11 I , I tONLY­ I " I � ,�-,`­L I �1�' IX4,). � 11 I ATTACH 2nd FLR STUDS TO Ist FLR I � I FRAMING-DETAIL 2X12 LQ;R- (8)SCREn I �I ,--<. 1� . / \ \ ON'BOTTOM,.CHORD TO ! I jv BRACING, BLOCKING & INSTALLATION i I I � 11 I ` I I I \ MATCH BRACE:LOCATION I I! I �, 11 , I i :, STUDS ,(OR BEAMS) W/ CS16 STRAPS DGER,FASTENEED TO � J r,ii I � - j ;1 TOP CHORD. � il (28" -+ .DEPTH OF! �LENOT , -, DETAILS. I 1 �(2)2x(")HEAD AT'DOUBLE INTERIOR ,#2 SYP i I i "'f � � : , �,� ,. i i I I � I � � 'I t I , �t � " j , i; FLR SYS. �IN -Hj I rAND ILL SILLS/PLATES/E3LOCKING, NAILFIRST . i � � � i I I ), � : IB�q/c t,(MAX) STUDS w/ - �Ytx-�, i , " , ,_ , � I i I I SEE'SCHEDULE FOR I - (T,T ' I I :�� I , 1�' _I i " � ,, : I ,Od/ENQ, . I : / Typ? e I I I I 11 I , � � I , .MEDIATE FLOOR it i @,MAX. 32"o/c wl�(11) I I I PLATE TO SECONDPLATE W/(2) ROWS I � -,L �. � I I I INTER ; I � MINIMUM 'WALL STUD � � (TRUSS-TO-LEDGER CONNECTOR 1 11 '­ !I / , A, , 1 1 1 . � , 11 :�� '161 I . , � . SYSTEM !I �, CENTERED ON IFLR SYS., TYPICAL, INT. I i I ! 11 I I I 'I 1� I I SIZE, GRADE, SPECIES & -_ I a ,12d COMMONS AT B" D.C. BY TRUSS ENGINEER) H IV-'?'-4 1 I & EXT_ WALLS- NOT REQUIRED WHEN SPACING - I � I .1 El SIDE PANEL HEIGHT TO 11 SPECIFTED _lt�, I ,,, 1� , �, I I I � � . ----.-I.- ,, . ,,l I � , 1, I i ' ' ' � , I I ,-- I It I irRUSS LEDGER..&CONNIFTION B-C I �11 � , I I LI I i USING WOOD*Tie ANCHORING RODS PER � It EDULP (Rd PER Ti i 12!� il �' , I I I TYPICAL, U.N.O. .. 0 WID7114REQUIREMENTS - , H � 1 1 ,, 0 � H I . . I I w�,5, INA ?=EA !� - - ,�� BO I I I i ! I I ,� 4 I - i � 1 i I DETAIL B/ST1 . IATE MI IN Rv#0-7.76__.__2x6 wl(5) NAILS I , " � TRUSS WEB REQUIRING BRACINA i I . i i - IN --- x'; ' 11 'I,, X 11 THING i ED SILL, � 7' 2.. 1. '241 . 2x8 wA8) NAILS I - : N� M , /(8) , � A '�:77-t=Z--t8A'ILLSS,�1 F MULTIPLE PLYSOE_ 1 1 1, v#:'7 - I r [Rv#777 2 EACH - < PT 2x( ) #2 SYP SHOE PL. ,,JTERM SHEAR � �L , D EACHH STII"- I I NJ N it-U_1� � : ' TO TOP PL_ SHOE PIL & RIM Dr I � I NECTUR � : - i M i .I SCHEDLILEIUN � I' I'� SCL BEAMS U.N.O. I f it D �EDGE N"AJLING I __ I Ti ' -�� - i I FASTEN .EXT. WALL SHEA , - - _ I � SPH4-6-B 0 MAX 32"0/c 0 � - E PEI 04. _ D. I 4ECTION 0 2 I 11 li / it � !. I i I 9 —�'-8 1/2- . ; - NOT REQUIRE 11 >SHEARIFON �r 1� I I F PL-TO-STUDS 3,_ 1 1 / � 1�1i ,/ WHEN USING WOOD*Tje ANCHORING I, I" t I S-SHEET� ) I I I elT, ) LEDGER DETAIL t, OT To_ - / t t j I I ; �! � , -OQR—F-D G E I - V_1-�2 I - \1� ' �-;CALE L_ I I � I _1 ,i T17NOT TO b L 11. - SIZE/SPACING. / i 1 I �, NOT TO SCALE _t F RODS PER DETAIL,Q/ST1,. 1! I i 41 i !I 1--__ TRUSS ON PARALLEL END WALL(NOTE. I 1 I i. I --- I _ I -_ RIBBON ONFLOOR TRUSSES NOT SHOWN I I r I , I I I I � = I�_- 1 1 WITH 4" BRICK 'VENEER EXTEM I i i i I I I __ FOR CLARITY.) I �. I I� I . i L I FINISH, ADD tCORRUGATED�GALV. I'll I I LOOR .� 4 ;I I 1. "= - I 1 E I it (2) #2 SPF 2x4 0 EA. CaFtIER i BRICK TIES 0 24"o c HORZ. & I I TT22 TO.ATR (TY,P). TRUSS S I SINGLE TRUSS H -- � I , (1)H I 1 LLO. 4x4 POST. ,(�) #2 Sn 2x4's t/ I 1/2"�diu �X 7" EMBEDMENT I I I 1 , 11 jibGHT�UMFTEDAPPUCA7RDNS MAY USE, 1 1 .ROOF/FLOOR SHEATHI ROOF/F -I . H ; I . I � I I! I 11 i I a CORNERS DIRECTLY EIENE�tTH I t I i - I T,T? - ii ii jL;D.'EACHH 2,,fflpHD6 DR (2) I - I . . ,BRACING NOTES: i i � . BEFASTENED T,HRU SHTN'G TO , I I il I P.HID2's. IF PHD1',s.ARE USED. MATCH I 1, !t BEAM WHEN 6x6 IS REQ'D.I CONSTRUCTION GRADE SYP OR BETTER, U.N.C. . � 16-10/c VERT- BRICK TIES MUST I CAST�[N�PLACE "J" BOLTS OR �_ , I I I lt/2'aia 'X T6" ;EMBEDMENT I I; . I I �I I i FOOTING (SEE TYPICAL WALL SECTION) 1,11116ATR SPECS. IF OVER let�FLOOR I 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 ;i I I � WALL STUDS. 11 ; EPDXIED ALL-THREAD RODS W/ 11 i I i I i i HT­rI5 &5/8 ox5-1/2'EMBED 2- SHOULD A SCENAPJO ARL1;_F-THAT DOES NOT RESEMBLE THOSE INDICA ; ' .TED.ABOVE IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR I I i 1 - M6,3 2X4 jF2 SPF LEDGER I! I I EPOY APPROPRIATE BRACING DETAILS. THE 1st USER OF THESE DRAWING TO READ THISNOTE ij � ,\-, .1 BEAM, STRAP TO BEAM wj(3) I I I THREAD 0 EACH I 11 WALL SHEATHING PER TABLE 2"x2".Xi/8" 'WASHERS 0 24"a c. 1! QUIRED). 1 wj(4l) .131 X 3* To I - r JED ALL MAY CALL BUILDERS FIRSTSOURCE- FLORIDA DESIGN i I (.3ply END POSISRE --1 R ALTERNATIVE AS-SHOWN ON -E 1 1 - SEE SILL PL I j EACH INTERSECTING I I (3) .131x3- I!I i 9 CENTER TO CLAIM A 1100 GIFT CERTIFICAT ING BRACING ON THE INDIVIDUAL TRUSS I I I 11 TRUS3 MEMBER - I� NAILS 0 EACH I :__::��� , -STRUCTURAL PLAJ,L � . 3.BRACING LUMBER SHAU_INTERSECT TO WEBS OF T14E BRACED TRUSSAT LOCATIONS INDICATED AS NEED � � N S-SHEET(S) 3PECIAL SHEARWALL DETAIL ;i i H I MONOLITHIC-STI'LE FOUNDATION SCHEDULE 0 SWB - � USE MEN BOTTOM I I TRUSS OR I 1 DETAILS PRODUCED BY THE TRUSS ENGINEER. I 1 ; I H I i LEDGER TO I 1 ALI FASTENERS SHOWN! ARE.131%3*NAILS. � !I SHOWN. SEE SHEET ST2 F WHEN USING WOOD*Tie RODS- i NOT TO SCALE i I , 11 1 4- _ ous LATERAL BRACE REQUIREMENT. . I I � I::, �. 1; $ L DIFFERENT HEI I I BLOCKING. I BI IN I I I APPROVED FOUNDATION I (9 L-21 I I i !I I STRAP PER /STI UON 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINU I ,: �. TYPES/STYLES. I ON OPPOSITE SIDES i . I 1 7/16- A-P.A_ OR TECO RATED I & REFER To BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATIONi. I � I OF WALL � 1 I 1 1___�, I � . I I �:_r\1 SHEATHING W/5"/12"ojc 5d : , : I I � C 4 SIDES fiR � PERMANENTROOF & FLOOR LATERAL__B.RAC,ING !I 5 - . I I NAILN - _ 1! . ,-STORY WALL DETAIL (4) .1,310" TOENAILS I I �_ NOT TO SCALE � I I 2x4#2 SPF 13LOCKING 0 1 I t� ! 11 I I &EACH BLOCKING ' :�-, I i H � W . N07 To SCALE 5"< FROM EDGE OF I �24" 0/_-. .REDUCE I O I I \�T.BEAM ABO-k - � @ - MA, I i SPACINJ3 TO 16' q/cFOR t I EXTERIOR WALL I I �,�,,�. � I I , . , . - SHEATHING/POST li SW2 AND 12" a/c FOR I I I I I - .1 I I I I I �WHEN MHE�HORIZONTAL DISTANCE FROM .THE 2x4 J2 SYP Qjj`D OOKFRS- I I I , t- � t � --, SWI. I I I I ,PEAKDF GABLE TO THE tEAVE OR,5EAT,OF THE .- OVERHANGS-<15-� 024-o/C W/ I f-I � I I I I � ROOF SYSTEM - I I i I TRUSS IIS LESS THAN THEMINIMUM ON-CENTERI (1)H5 DEACH OUTLOOKER TO TOP LOW-CARBON STEEL NU I 1-UK 72"F-, � � t i ; I I 44 __�_ CONNECTED TO WALL � I EXTERIOR WALL I I 11 I SPACING INDICATED FOR THE'.X�-BRAOING,A CHORD OF�GABLE'MUSS OR END I 9. ATR ABOVE zROUND 'FENDER" , :_ PER STRUCTURAL H 11 I t 11 LE 'X"-BRACE AT THE PEAK MAY BE I IS WALL TOP>1 I . ".I--,- : I . I ETA I SW '(�I E) �_. . I I BULT-UP DR BOXED COLUMN MAY EIL I SING I? (OFF-PEAK) -X--BRACES MAY � . I WASHER.ABOVE 3%3"xg/64� I I I � I iD ,ILS. � MIN.7/16- THICK (24/16 SPAN INDEX) APA- OR I - I F LOCATIONS WHERE i USED IN LIEU-PE-425-4 OR 6.& 1 AND THE OTHE - OVERHANGS IV-' >2-4!'. 0 16-0/t C) I SLOT-TED STEEL WASHER.. ROD TO I -,:t- I DETAIL TO BE FOLLOWED AT ALL -L TRUSSES- I '. BE OMITTED AT THE CONTRACTOR'S DISCREMNL ob BE POSMONED SO THAT SQUARE -�� ­/ �C_ � I �� TEC6-RATED WALL SHEATHING ATTACHED TO I EXTERIOR .WALL RUNS BETWEEN TWO PARALLE I I _QQIVMN Q - . V. � (2) H5 CEACH OUTLOOKER TO TOP I �I WASHER CAN BE TOTALLY ��_ ,- 1 I' � FRAMING MEM13ERS &BLOCKINGPER TABLE BELD'AL i i BOXED -ITAIL , I� 1 ROOF SHEATH LE TRUSS OR END FA TEN.ALL ROOF SHEATHING ! I V) 0* - . I I �I SUPPORTED BY TOP>. - BLOCK ALL U14SUPPOR TED PANEL EDGES W/,iIin I I NOT TO SCALE � � I FASTEN ALI CHORD OF CAB I I I / 5 1, � . 2x+�HLOCKNG j I . rW 0 INALL TOP >� . - - ­­ -i I,I I 11 . 1!1 TORQUE NUTABDVE WASHER TO 30-3 � :2x4 BLOCKING. �I I i CK AIL ,I 11 � - _ARI F WAI I � __j #..I ADDITIONAL ROW OF 8d I ) I ON 11 I i I G �; , I, SHEA11-11ING PANEL 1,,TGtn=N TO ALL SUPPL"111 SUP IS W/8d'I I I *0 !I FOOT�POUNDS AT TIME OF INSTALLAD Iz . I I STJ) � I I 11 i � I I NAILS 0 6'o/c TO DOUBLE 11__ I ;I �� 2ply MIN. STUD END PDSTJ(PER I 1 � I . 21", IN NAILS 0 4-!�j - > - EXT. WALLS ONLY 1_' ; I(AFTER EPDXY CURES). � I 11 4�4!-O` OF GABLE WALL. 1\ I -_ _ I :, I ,INAILS 0 4'._/c 2x #2 SYP BLXN'G EID _c I ___ i I --i�, . i I -�\I,11. - ._1_____7I1 �� i I I -1 7 I � STRUCTURAL PLAN) 0 EACH END OF-.-- I . OUTLOOKEPS wl .131x3' - - ---- � " ­1ZIj- I :� (STAGGER NAILS BETWEEN ,_ I I I It,"' 511EAR-WALL U.t,Lo.. SEE DETAIL D-ST�j -- 16 I I : - 1; ; I I T�M�= "I V. , _,- . I �� ;, ____T -_ :a: - TOE-NAILS 0 6'D/c TO . '4' T . I _< . I '111 - ' I �--, I ,I ,t Pp JI : � � 11 or 1UH > - 0, �i , ST , !I ,'.� TOP CHORD � �' .. I ROWS). 7-3�_2!,. ! I I i ,YOR ATEACHMENT 01��. PLY�S � ,It, � I �I -, )A310-TOE-NAILS � a-LOCKINGATALLROOF I " I . , I , -Tie I *INDEX' SHEATHING 1/2" � - � I � I 11 1 4/2" WOOD '� I 1. OUTLDCKFK j � � FROM BOTTOM OF SHOE PLATE - 4- -�F '" �,�,!",-,�,,r,,�,,�,O: "I ". �: ,�,,q,,,,,�, ": ,�.,�, �!�,��' — I -OF-PLUMB � \ _ 1! �, I I � 5-1/2-MAX ROD U.N.O. . 6 L RAI I DROPPED (-3-A-) TOP CHORD 0 � �, - TR 9% FOOT.. I- PEI' i� . � 11 HEADER PER STRU I I SHEATHING.PANEL EDGES WITHIIII �, i f.A MAXIMUM - I , I /_1 I-- __ .00KING_-TO-TRUSS I ------.--- __� 11 i - , '' --�­� �_ ,\ �. 72.4 Id I �,� ,�� , 11 "", - ­I � IF TO CREATE MIN.I' OVERLAP 1�1 - I t- - 4*-O' OF GABLE WALL I 1-Ill, I ,,------______ -_ Y, LESS. , .4 4- -[1, , . �� / PLAN 1 R TRUSSLA -11's )P CHO - �,I I 2x:'L7 OR`T` BRACING ON VERTICAL I� --.-------.---.----------------- - ,�,� qi�,,,,,,. .� � t � � #- � - - � !I It .. I li[ I-11"I.. I i� - - I " t FE6&R'LEvF - .WH � V I 1��� I,I I ONTO DOUBLE PLATE 0.101- I—- , _L 1 1 .ICHEVER'IS! I - - f_� Y t ______ __ �, WEBSAS SPECD BY TRUSS-N-I� 310"*.TOE-,NAtLS 0 1MG CONSTRUCTION NOTES r" � - __ - � - � �� .KiNG-STUD ASSEMELL W ,�, I �� � ,#2 SYP DBL � .- I .... .- i1i "Cap 11 I . I -'--,-.AT OPENINGS MAY SERVE 1 1 -Top:> . x ,MIN.:2x4 #2 SPF 0 MAk'247,9/v,��/ �TRUSS i VENTIONAL OVERFRAV - I - OF WALL yC00.11..RM I �I-_'�v��4 . I �ok . ROD PER I , , 2�f ffiz-bTi- I . . I � ; - . I OUTTOKER-TG I " I I V/ST1---, I - I I I I; ; I t I 11 � . I SHEAR -___�:� - "I I /SPF RAFTERS 0 24" 0,/G ATTACHED TO RIDGE &'VAI I FY NAILER wj (5) -131 0- TOENAILS. 0 AS END POSit.AA I G I T_ '. � � 11 I WOOD TIE � -_ - _13,10"NAILS 0,6"q/c FROM BRAMG ITC I I I I � -WALL ENDS , � �NAILS PER END. '� T 2x #2 syp DOUBLE-TOP>ASSF RAFTERS - 'USE 2X6 -#2 SYP MIN. (1) ROW OF Eld NAILS 0 1 - 2)MSTA24 Wfi(9)40al / , A- ,0 WEB.ABSENT OF SPECJS)DN I _MBL Y THAN RAFTERS AND ATTACH TO ALL INTE ,,:T I I I -1 �� TRUSS ENO., REFER TO* IN RSECTING TRUSS TOP CHORDS w (4) .1310" NAILS. : I ; � 111 , I _1�.SIALLTIII 2x i '��,1: �'? I I I EACH END OF EACH EXT WALL - SLOPE To MATCH ROOF PiTC3,L VALLEY NALER - USE ONE SIZE LARGER ,/ Blo/c TO TOP> I I i I 1, , -1 . "" - EXT. , 'I '11� I � x . i T 11 I .WALLS ONLY. -APPLY SHEAR I III ----=4 1 1� � .- i BLOCKING IN BEAM TO POST�:j "I -121 , 'X'BRACING. LOCA a PEAK & SPACE � STU C RAL i H H 11 - q. - , I. - HOW-DOWN AT EACH STUD I I _2x D SCHM.' ON STRUCTUR L I RAFTER CRIPPLES - 2x4j#2 SPF CRIPPLES 0 4' 0_/C (MAX .HEIGHT = 6' 3"*)L V. � I D LIE 1! 2x STUDS CONTINUOUS FROM FLOOR I WALL LEDGENAILING PER I Il I I t . � I .NCT12�YATHDGHT I I I � �i; , --�, ,, -X- 11. DRAWING, USING WEB - 2x t,4-% OF S - 1 :-�+ �i; ,� MATCH ii QUALLY EACH WAY AS SHOWN BELOW. EXTEND III i i SPACES It \ ii I SYSTEM TO UNDERSIDE OF DEL IL�r � 4 412 SPF 0 2' OJC (MAX HEIGHT = 6'-3"*). 01 M I I INTERMEDIATE SHEAR ASSOCIATED TABLE. .. ,t �L 1 LLO.>KEIGHT. DQUELE-j- - RIDGE CRIPPLES ; E/ST1 WHERE REQUIRED. Z 1! ADJACENT LE WALL AND �, I :1 Lj_j � INTERVEDIATIEFLOOR ,I FASTENERS,PER DETAIL � il i 1 -7--)(i FRAM q,,PER . I �I, I iNT wl(�) .1310' /T`.' AS REQUIRED TO 0 ! 0. ? I � SYSTEM-APPLICABLE 'I A/STI TABLE. TYP_ . ! ,� `1� I _ ATTACH To 2.4 VERT 0 MID-P70 STRUCTURAL PLAN. 4. S 0 4- O/C (MAX HEIGHT= 11'-2-). i I I " k_�) � 11 I I i 11 I I , I L7--; , BEAM ABO -BRACES INWARD MIN. EV FROM GAB TRIPLE^12s ASSEMBLY(a OUTLDOKERS). SEE *IF 1X4 T�BRACE]S ATTACHED TO CRIPPLE wj _131x3t` NAILS @ 4" O/C (MAX HEIGHT � 9'-10). � I 'I i SIZ qRADEJ - N EA SIDE OF 'X' BRACING. MIN. (3)EVENLY , MAINTAIN MAX a/c SPACING WHEN �j -IF 2x4 T-BRACE IS ATTACHED TO CRIPPI F w.1 .131x3" NAIL " . - . � LOW-C REIGN STEEL I k I i- I-a- I NAILS,F I 1i _TR CHED wl (3) .131x3' I I �TO M1jLr_SMRY I � I I MR-MEN-DE. I WEBS EXCEED SPACING SHOWN ON I SS TOP CHORDS ATTA I COUPLER ./MIN- %" 1 4�:� SURDINGS ONLY. 1 1 F-- i I I SPI FROM PT#2 SYP 4x4 fOST _X" ,'ES PER CABLE END. I I I I I I i 1% IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN U = ___J HEDULE. EMMAM ��� I I THREAD ENGAGEIA­ 1�, � ii �1 i , - OR I - I STUD OLUMNS TALUgR THAN IO` OR 'X"BRACE SPACIN(­ "N� 6RbR&--TOP CHORD CABLE ROD D ROOF TRUSSES " I ILS. � . �,, . I TOE-NAILS TO EACH TRUSS TOP CHORD. - :t I I SE SUIPPORT*G ENGINEERED - Yj2.PITCH - 8'-O'o/c I �K,I TRUSS U0 VtN.kJ0NALRAFTERS/JDiST_ 3 131,x3 TDi I . - I FROM(F,:ACH WOOD-Tie ir �j .I f 11 I U) W , I I it I t___�_- L I --;,,- -PSE PT#2 : e - \_ I ATTACH CRIPPLES TO RAFTER OR RIDGE-w/�(3) .131.x3' NAILS AND TO TRUSS TOP 'CHORD ,OR BLOCKING)wl t ) I i i l/2- die. I D PRODUCT . -%2 <!92 - � ;; RIDGE - tUSE MIN. 2x8 ,#2 SYP/SPF RIDGE (RIDGE TOBEONE SIZE LARGER THAN ,OVERFRAMED RAFTERS. , �; INITF I 1,'L wi I- -'10C - 6' O"o/c -11!I � I' ! I j _RmECIATE SHEAR FASTENERS, PER SILL> I -Tie' I STA30 SYP BxS POST. ,(U.N.O. ON ----A -- = -R i,l 11 _T G E - T -�� W o- LOCATE AS.REQ'D) il I woot) I : . Id - : I DPTIONAI- I . \_ W/_(2,�) 10d � e ,PITCH 5C,� 7/16- THICK,(MK) APA- 1. , SHEAR CONNETOR SC14EDULE ON S­Sff�:L(S). .NAILS NAILED TO PLATES I , ATED WALL SHEATHING. � I I --------I I \ I - E.10 AND TRUSS TOP CHORD OR BLOCKING �(SEE ABOVE D w.1 ,(,�) .:131.x3 ,CiENAILS. - I 11 wOOD-T,.i.,RODS-:X'�dla. ii U.1"Ll). AND BLOCKINIG ON INSIDE ; I STRUCTURAL PLilt) I 11 IT"" '1 .NAIL RIDGE ENDS TO COMMON TRUSS 0 ONE ) AT OPPOSITE EN fy- >_ I I � A307 THREADED STEEL RODS 1, If WOOD I I ,OF A III I . ,M I�CHNAIIL SIZE/SPACING ��, 1! .ECORATED SHEA.HIN PER D TAIL A/STL L.L_ I ne AbLQHORING �RODS I I I i I r_- DESIGNATED FOR WALL BELOW I 1 1 BRACE TOP CHORD OF T,RUSSESBELOW OVERFRAMING /PROPERLYATTACRED ,APA OR T - � I 1 7�� - )71`01T_MW� � ?C&SRKaRP I -AJK�) LOM�EDAI �, TRD 'L MR_Q2NN TORS ! �1� I I I -CONVFIT -MUSS-INSTALL ,&T7 < �( LC_ E[TRA ROD REQ.FOR SHEAR-WALLHOLO DOWN IN I t 1F :ATION­PACKAGE� 71, GABLE. .BLOCK ALL PANELEDGES. L VAL (IN CORNERS, EACH SIDEDIF I i I 2x4 #2 SYP LATERAL BRACING I . , I �WMEF�PA FLIIIN - - 2x4 #2 SYP ICATV�0 .Z) 117- I 11 "I -RAMED I PATTERWFOR 1 THAN 6% H I I� A I I I��:B A L L 030 AN LFLR AQM ION F i S — 2x.#2 SYP COWT I Vc ADDITION TO ANYRODS I ISF FOR UPLIFT. I I I 'OPENINCS LARGER I I i W/,(3)_131x3' NAILS INTO EACH PATTERN FOWR INUOUS I 12'o ATTACHEDTO r"11.001 �A I ,-,__��__-----T (EXT. WALLS) or I � i POST TO SLAB qONNECTION WITH '. ' O E RAL BRACE TO ' NO MAY BE USED WITH SPECIFIED (BEL FROM TOP.>OF SPECIFIED SW�(BEL.. T,OP >�S W1((4) q2d L-1- LAND 6'o/C it ) 11 E"ERROOF-TRUSSES OR CONVENTIONAL I I .AT SHEATHIN 'INDEX' SHEATHING I t I 1 BEAM ABU44 GRABUk5 W/(12 16d SPACING A LOCATION OF BOTTOM CHORD OF CABLE TRUSS w NT. �,I I' 0 (.5 _/2',FROM - - ' . I [, ATR OR,,(1) ./ I FRAMING. IN EITHER APPLICATION.'WALL AT SHEA IN SHEAR-WALL TO ADJACE COMMON NAILS & _� LAIL 4!q/c,(INT. WALLS) 6 A ATR. I CHORD OF INDICATED BOTTOM OF SHOE PLATE FOR THEREAFTER. SEEDETAIL I - __ - ABOVE: i .I PARALLEL TRUSS. ADD .131 i I ATTACH TO.EACH i I � HOLD-DOWNS - EACH END OFEACH SHEAR-WALL SEGMENT I 19?--W.W-QE �x I t (2) H2 �FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED -TRUSS CONNECTION. /I I I 8d �COMMON I.c I ,1 i I � I N.1" OVERLAP ONTO I �NAIL SPACING 2.d�FLOOR SHEAR-WALLS . h I I 11 To 2x AND FROM 2x TO I�0, SHEAR'WALL SEGMENTS. �! Ist-FLOOR SHEAR I � � I 11 '"" a- MOISTURE PROTEUDON AND TO 11 , ' CTORS- � F/STI FOR USE.AT ENDS OF ,t I i MIAX61IL 1i i ATTA T OF CARI E I FLOOR BELOW'TO TOP PLATES IMMEDIATELY TRUSS CQNNEC-BDN- .x 3"NAILS FROM TRUSS BC ADJACENT TRUSS W/ CREATE M J S'EVITV'ELE FOR i -WALLS ADJACENT, AND CONNECTED TO, TO THE I � SHEAR-WALL . q LATE 0 T ;OF I : - I I V� � i I COMMON -Z DOUBLE P I it I TRUSSTO TOP>ASSEMBLY wj I ��T311"'01N'AILS_ " I 1 I I I I I FLOOR SYSTEM TO BOTTOM CHORD 1 _M LF A 1, � TOP>-MATCH EDGE � OUTSIDE FACE OF S17E HX.TO APPROVED 'i � � DESIGNATION WDOD�Rts !I 11 I I � ! ADJACENT' *BRACIP ______[`> .5's, H5's Of? EQ. UNDERSIDE OF .E OUTLOOKERS ABOVE. i H - ' V LL_ _� �'Sitfi�IZR I 4r j , 1A i I I: I T�RUSS BOTT _ _W U) [ I I � I r I ,OM CHORD. MATCH_/I i� I TOP ; WOOD-T I TRADITIONAL L I OF GABLE TRUSS. SEE I -1 31 x3' TOENAILS 0 6-p/c&EITHER TRUSS IS USED. IT MAY BE APPLIED TO I I I NAILING PATTERN FOR I iL I FASTENERS AND .. i 1� PANEL PANEL TRADITIONAL I i I - � It, - ", ii GARI E )"� .1 r-y' X II`_*% BE-FLUSH- W/SLAB EDGE. __ SPACING. FIELD HARDWARE RODS ___ HARDWARE .RODS F_;T1 I .I STRUCTURAL PLAN_ MSTA12 STRAPS 0 48-o/c OR LTP4 �� THE INSIDE OF THE WALL STUDS AND THE B.C. i! -t SPECIF I ED SHEAR-WALL 2x - ENG. TRUSS L__j . I I EDGES . I � I 1i PLATES 0 32-o/c. _,-�-qi _;x, ­­_ 11-1 ENG� __,�t __j ii W , i __ ., ATTACKED TO EACH MID WITH (3)-131 X 3- ! - EXCEED , i s WALL SEGMENTS! 1_� L I . ;1 OR , WALL SEGMENTS >-35 LONG: WALL SEGMENTS > (2) CSIt's ACROS DGETHER PER DETA �/,\/ � I " I I ENGm TRUSS SH -WALL -1 1-e _j I - I i SW T-STI. I ,�J" AND THE T.C. TO T14E TOP PLATES .,/.131 X i LENGHT OF EAR - �,,,, -1 _N .01, 15 LONG: NONE FLOOR SYSTEM TO , 16 LONG. NONE I I 4 , � � Ae. %,�_A,111_ - %� i ENCLOSED Era � FASTENI STUD FLY'S I PLATFORM FRAMED- 1�f ,��-­ � ,I I TRUSS _ '11-k � ,: _/c 12 NONE REQ�D. WALL G: (Y) REQ'D. WALL .HEADER OR STUD REQ'D. WALL �. I i � I--,' 3' 0 4*olc IN (2)STAGGERED ROWS - SHEAR-WALL- 04S UCT I I . SHEAR-WALL- CONSTRUCT I I !� 1 1 --- SEGMENTS <15 LON 11 I I -BOTTOM CHORD OF CABLE TRUSS MAY BE I I 1 THE ji PER.SPECIFICATION. EITH I I V. - � I I �_ = " SEGMENTS <15' COLUMN BELOW wl -SEGMENTS < 15' 1 I I ' '--f'I :IF 1st OUI IS i i I I OR BOTH SIDE($) MAY BE � I . . : !I SON -AT- (ACRYLIC TIE) Z W FOUNDATION - 1! HT116 OR (1)PHD2 1st FLOOR LONG. (l))�'dla �I ,� . i I i .i �I -2-PART EPDXY. INSTALLED _:I / `ARTLALLY LONG: (1))k'dio I I i EDGE OF 2xNEED NOT i SHEATHED. I I -C rv% SIMP � � I ,/,.-1';-',/",,"/,­/;�/ I i FLAX.SLOPED, OR COMBINATION THEREGE 'IN PER SPECIFICKTI I D:� U D I 1 ,2 W I MONOUTHIC-STYLE 6'o/c 1 B"Q/c I I HOLD-DOWN AT BASE WOOI.ROD � I 11.� ',,­­/:-�,�, FOOTING (SEE I 6LL INSTANCES: VERTICAL WALL TTJAMING,MLaT_ I 1-1 I 32'.FROM FASCIA I OR BOTH SIDE( A BE j 1 :2 C3 _j ij 1 I - i I i I ii ENCLOSED � I WOOD-Tie iOD . I i < �F UNDATION SHOWN � I --- -1 T ,I ­:-�',_'� FOUNDARON PLAN FOR I 1, BEFLUSH ,WITH EDGE LLJ :! PER MANUFACTURER'S :M 0 -- I , I BE CONTINUOUS FROM FLOOR BELOW TO TOP . BOARD,DOUBLE let I SHEATHED. 11 i I 11 I- I F LARITY, SEE 11 I �),MB' PLATES IMMEDIATELY ADJACENT,AND - OUTLOOKER ONLY. i I OF TOP >. I CL Li . �� �1 INSTRUCTIONS, I OR C � 11).HM.6 OR(I)PHD2 I ,(1�).h'dia j,(2 _4.ACRCSS I (1),V27,di. SIZE.) i It I THIS DETAILPROVIDES-ANAL7ERNATIVE METHOD OF ATTACHINGA Z�_ � t i I � 7i! SHEETS12 FOR 11 . CONNECTED TO, BOTTOM CHORD ABOVE. *- :2 I , I iENCLDSED I 12'ojr I � I i i . I . :M `I: , SW2 I �WOOD-Tie TIDD , FLOORSYSTEM TO 'WOOD-Tie ROD I I 1 �C_ FLOOR ID D M ii . q I APPROVED FOUNDATION 11 . �-42'o/c - � I . I I I F THIS DETAIL PROVIDESAN ALTERNATIVEMETHOD OFATTACHINGA I ,) IAPHRAGMAAA Uj %O� q I LHEADER OR STUD I SHEAR-MALL-TO A:HORIZONTAL t(ROOF�OR i�,- 1 1 -1- . I I I ,_� I .0 A HORIZONTAL A(ROOF tOR FLOO,R. 'DIAPHRAGM',VIA E ,o � �z� V, ;� - I. AN'ENGINEERED TRUS%AND,MAYBE USM LLO. FRAMING I, �_ I Ofl�c TYPES/STYLES. . ;1COL BELOW W/Isi � I SHEAR-WALL T �) ' HE � .I-- I ,I � FLOOR HOLD-DOWN j 1 f N N - � 1� I I AN ENGINEERED TRUSS, AND MAY BEUSM LLO.,FRAMIKG ,THE I SHEAR-'WALL,CONMRUOUS TO THE 11NDERSIDE�OF 11,1E HOR IZONTAL LL_ 0 W , I I PARTIALLY t I ; I ! : I ,, Cl DSF I i ATBASE I i 1. 1, SHEAR�WALL�CONTINUOUS-TO THE UNDERSIDE OF THE,HORIZONTAL I SHEATHINa THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL � < :E� .Z:y 4'./c � B�Dlr, I 7) ,I � � ,:2 I I I I i I .IGHT t-S-7 - SHEATHING- THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIO 11� 0 I. :- 7 I I .- i I ROOF FRAMING IS USED. � ___7 �(1)%"dio WOOD-11 � ' (1) %*dia WOOD*T�ie 1 ---,- NOT To SCALE � TYPICAL GABLE-END FRAMING DETAIL - U.N.O. U i I it I I (1)+ITT22 OR(1)PHD6 IS (5) CS161ACROSS i ��Em)' NOT TO SCALE , i ROOF FRAMING IS USED, 't V) � i. , I � TO ii it swi: � I ROD � I � � I ZI ,I � I ,R6D (MATCH HTT22 ',PLOOR SYSTEM 1-1 11 �� � : I I 'I EDULE,ON i4, ENCLOSED 3"o/c 12'alc EMBED./EDGE DIS1) tHEADER OR STUD (MATCH HrM H — NOT TO SCALE it TION #2 1 D C) ,V- 0 ,MIN. 2�" EDGE . -_ - ill /A SEE SILLPL SHEAR,CONNECTOR SCH I - 0 OPTION gj I INTERIOR SHEAR-W T TRUSS ABOVE I I DISTANCE S-SHEET(S)FOR SILL >-TO-FOUNDATION i __ 3"x3"XV4-" COL BELOW wl Ist EMBMI DIST.) SEE TRUSS ENGINEERING I i SHEAR-WAI I q RUNNING PARAI I El TO TRUSS ABOVE I UNNING PARALLEL .0 . i I I � INFORMATION AND DETALS I I WO FOR ADDITIONAL - I ------I I ,INTERIOR � i i <7. ACHORAGE WHEN USING WOI RODS. R UND-HOLE WASH ,FLOOR HOLD-DOAN W1 3"X3"X)4'* - I _j � I � : RARILAUY . . I CLN'G 5�11' DETAILS FOR,,�MAXIMUM o/c !I --- N_ I .AT 13ASE ROUNQ=HOLE ON CONSTRUCTING A GYPSUM SPACING OF BRACING. EXTENDHEADER TO KING STUDS ,- 11 I I I ENCLOSED 3*o/c a a/c WASHER I �: DIAPHRAGM� REFER TOREPORT ICC ESR I I I :: 0:� 0 C) C) i I � I I I -_ - I :; - I L_ - --- 11 1338&ESIR 1046 'GYPSUM 50ARD H-LB., I nd WSJ 1-03 1� I I I i I I J - .__MiN_ (15)Bd NA ILIS EAC . .I SEE - MATCH EDGE HAJUNG ROOF/FIDOR SHEATHING - �_ I I I 1, INTERIOR & EXTERIOR APPUr . NEERIED . I I - - �__� I 'I -ATIONS.' AL EN% I -URAL r -- i � I - C:) �z � I WOOD*Tie DETAILS & 11 I FOR ADDID H, , . XING STUDS PER STRUC1 I 1 1 PATTERN FOR 2x4*2 SYP NAILER TO I I AL-I UNDER-EAVEES(SOFFIT) TO -7--.-7� ;I . :1 -SPECIFICATIONS _­�__I� . . . .I I � i SPECIFIED SW.(BEL t ^ 11 � . BOTTOM CHORD OF TRUSS I/� /,/ /,/�/ / ,/ � I ! - THICK ARA OR TECO-RATED WALL BE j--ITHER VINYL SOFFIT WOOD TRU ANDI.14G. I PLAK EXTEND ONE KING TO TOP ; I r I F__- . . � . . 71 �1 .AT SHEATHIN i 11 I - , � Ic- Li H ,I NOT TO SCALE � NOTES: 11) HARDIE-PANF-1 OR LP SMART FADING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16 1 :::: � � JNSTALLATII AND BRACING , iOF AEADER,INSTALL,REMAINING t ,� " � . �, 11 I - 10d COMMON 0 3*,P/,r- PROVIOEFULL�DEPTH I V ) N z @ I 1 SHEA-.TKING ONLYIF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. MAIERIAL, RATEDA INSTALLED DETAIL!; & I STRUCTIONS. � I HEADER PER STRUCTURAL PLAN. � .1 16 W/ f it I :: CHORD OF INDII ,/ / ./ I / .� i - � I I ,KING STUDS AS JACK STUDSAND � 4 _r . . . . . T S-r/ , - , : I I - T I - - � :2) OPENINGS ANO/OR PENETRATIONS GREATER THAN 12"XI2'ALLOWABLE ONLY IF,IDENTIFIED ASSUCH ON THE STRUCTURALPLA N. FOR TIE APPLICABLE DESIGN -��_L � . :. TRUSS CONNECT N. , I MAX 7/16 HICK (MiI,L) (24/16 BLOCKING BETWEEN JOIST , i I ��_�_ G x/ IMIN.(24)_EWWNLY�SPACED 10d NAILS. PRESSURESEOR THE SPECIFIC � _111�11 11 � - I STRAP-EACH JACK TO HEADERON � ., ,t I . � . � . �, I I : TRUSSES.ABOVE let ST?fY I , I I ,q)TOP>SPUCESIN SVA &SW2 DESIGNATED SHEAR-WALLS.SHALL BENIN.AS-LON ��, I i 1.4 SYP CONIINUOU�BRACING IDE w (1) MSTA24___,:::::::� I I—- . I F- --d I 'SPAN INDE)�).APA- OR SHEAR-WALLS_ATTACH _,�� I/ ,/ /�/ ,/ I / ./I ________ I ING, AS REQ'D FORRADIUSED�TOP , _A2 Tli I -I- � I UNSHEATHED S ./ I TECO�RATED WALL �Rx #2SPFBLOCK i, AP IS NOTACHIEVED.,ADD'(2)MST 4�s ,(ONEEACH SIDE OF_�) CENTERED ON ARPLICATION. M %' ,ICK . wl(2) 10d TO EACH IRUSS� I I . I:���11': I t, . SHEATHING TO BLOCKING I � i 4) A,T!LOCA'TIONS,WHERE MIN_SPECIFIED TOP>DVERL OR 11 -_�� � I .PER PLY. __ 1 �I :/,/ , !/ / / / / / , 11 - THICK WALL WINDOWS w/'(2)-A_3lx3_ TOE�NAILS PEREND. 11 (Mtfi_)AP.A- OR TECO-RATED -1 DO NOT SPLICE-,,DVERLAP I I� 1: j � ENG. TRUSS- SHEATHING w/3'q/c Bd I/Bd�NALS 0 6-iq. I , DESIGN R'W it MK 7/16 1 EACH SPLICE ,HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR SHEATHING,wl 5'/6'9/c , JOINTS MIhL (2) .7 t III I.1 I I I I I/ ./ ,/I/ I ,/ �I I - . I � I t- -1 16' MIN.FOR I STORY 1� NAILING.BLOCK ALL � / I SHEATHING OR STRUCTURAL HEADER, ADJACENT TO : il 5 SECOND-FLOOR SHEAR-WALLS LOCA,TED A30VE CMU WALLS SHALL'LISE 11� _AISSES. I I Top>-.PER CALL OUT . - I BLOCKING TO TOP PLATE � ) T�EBEAM)INCREASED TO 12- FOR I laAND 15-FOR �/B'dia RODS ad NAILING.! BLOCK ALL I i --I- EXIENDBRACING P, BID�OR T I I I 'MING I I �: SHEET-SIDING wl(I)ROW OF ad L I I i MNIMUMAIR EmBEDIF-NTS(INTO LINTEL OR . P"d UNSUPPORTED PANEL FDGES\,,,�" __ 1z �_ I I I i I I I /1-_�24*.MIN. FOR 2 STORY Ii ATTACH SHEATHING - UNSUPPORTED PANEL w/10.431%3' TOE NAILS 0 �- I ON STRUCTURAL PLAN. 9 TOP.>-TD-READER 0 ,! SHEAR-WALLS.WITH T WALLS &',XTTACH. I I I I I THE WALL MUST.BE CONNECTED TO THEDIAPHRAM ___ . I ,FASTEN SHEATHING TO�F�EADER 11 .I ,6 ,AT: CATION ESIGNATED ASA SHEAR�WALL, ­ ­__ I , :jLj I TO NAILER W1 d . . EDGES wl 2x BLOCKING. 4`O/C IN (2) STAGGERD �DRAFT RW 'S MHEREAN INTERIOR WALL LSD I _� --- . t LID . I Bd NALS IN 3' GRID PATTERN AS __±� I COMMON 0 3" . I I 1 11�1.1 I SHEAR-vVALL - CONSTRUCT ROWS, I� __ ,/ I I � SH7t-TO T N - I PER SPECIFICATION. I I CHECKE i NAILS 0 3"o/cAT TOP OF AT I MAX.32"o/C. .) -11ONS � �_ , IV 11 I OP..�)AND , - ABOVE. REFER TO DETAIL W/ST1 FOR OP - IC -- - - 11 V SHOWN &3*o/c INTO ALL FRAMING 1_111 I 1 :1 BOTTOM'or-SHT,N!C�(]N TO 4­11)Rt . ��� i 1.- - I 1 1 '1� MEMEBERS(SfUDS,BLOCKING, AND ­ I / I I D LAP , NO ADDITIONAL>-TFO�HEADER 7 , I - -4 I.- I SHEATHING BE ON OPPOSITE DOUBLE TOP,>I i i: � � ' 1�1, - IF THE INDICATED i ATTACH SH NO I 11-Z I ; I I TYPICAL SHEAR-WALL ASSEMBLY DETAIL I PLATE SILLS) (Ty?). I : WALL 1 A31.3' TOE- OR I I I: US BRACINO'is FASTEN TOF EMBEDDED STRAPS ARE �' � SIDE OF WALL OF BOTTOM I LISS . I' I .I TO TOP>�S � I CONNECTORS REDID w/ I! ]I� NAILS OR #6, I-X" ; WT!s.-/ I � �SCALE N.T_S. Vr1rc,1c 5,d COOLER 'I- __z I 1� 1 1 PEADFR W/(2)RD CHORD NAILER. UPLIFTS 0,000f FOR HIGHER . END-NAILS CKING-STUD NOT TO SCALE I \,DRYWALL SCREWS. I APPLIED TO TH III ilt NOT PROPERLY COMMON 0 1 I I. I E BOTTOM OF THE . �, i TONS AS . ---- - - TO HEADER- 2x6 HDR. I� I 1, � t � OF 16dNALS 0 3'a/c __11 �11 I � .INTERMEDIATE(NON-CORNER) I 0, CAST-IN-PLACE AT �I I I ; � - +_-__i".-- __ (9 , I BOTTOM CHORD (AND,A � 'D F CONITINJ L I I UPLIFTS USE CONNEC - ____ -j_____j __ ,.,-, I USE (6) NAILS, 2x8 A I TRUSS BOTTOM CHORDS 2 I— � 11 IION POUR, I THIS DETAIL PROVIDES 4N ALTER TDR_ : I SUBSEQUENTLY. THE I I 2x1O HDRS- USE BRACED BY EITHER METHOD- IHhY MAY VIL I �4NDOW HEAD-.APPLICABLE 2x12 &ENG. ;I i TIE CONTINUOUS 1x4 BRACING I : I Ys , SHFAR-WALL TO A 440FIZONTAL (ROOF DR FLOOR) DIAPHRAGM VIA I SEE I �� - ,I , 0) 1. 1 1 3:;, TYPICAL SEE URAL TRUSS SCHEDULE,Mr_�_I I! SPECIFIED ON STRUCTURAL PLAN. I/ ,-7- I ,� I' --- - __ MAY BEI GYPSUM CLN,G CTYP)- " PORTAL FRAME DETAIL MATCH I I FDUNDA NATIVE METHOD OF ATTACHING A TRUSS-TO->CONNED 1 3.11.2012 1 � � ONLY I,", I . IS ATTACHED TO THE BRACING FOR ADDITIONAISTRUCT, "N. 1. I:i, REPLACED NTH HTT2 FRAMING THE !I I DATE w, .131x3' TOE- OR -./ 1, NAL'_ (1) WOOD-I-je ROD ADJACENT-TO RATHER THAN DIRECTLY TO THE ­ INFIR A _�)-� - : AN ENGINEERED TRUSS,f,AND MAY BE USED.LL.O. TYPE�(DTL.A/ST1) I I I , _� � :1 I WHEN WINDOW DOESN'T ATTACH I , .HT) OR THERIGID JACK STUDS PER - 5' 1U 1, -STUD WODD HDRS. USE (12) STUD POST IF PORCH BEAM IS i I T "in ­t#k -, � � � � JOB N0. STANBARD ill END-NAILS 0 KING I TOP PLATE MAY BE NOTCHED TO (SHOWN AT Rir �RUSS) THE MAXIMUM1/r SPACING ,H IGHT CONNECTOR$,ETC. I � S TO THE NDERSIDE OF THE HORIZONTAL t . - � pjgECny To HEADER- SEE TABLE FOR 1 I I ,, r , ,STRUCTURAL PLAIII. ! � I ---11 � SHEATT,JING. THIS DETAI�IS NOT APPUCABI P MEN LONVENTIONAL I I _ I I I I . I To HEADER. ,� � CONVENTIONAL LUMBER (ZxEL 2XIO. CEILING DIAPHRAGM t(SHOWN AT OF THE BRACING IS i�_ STRAP TOHEADER ON - MHEII "'I -*.EMSMDFD STRAPS FRAMING IS US 2--t FRAMING PER PLAN - It 20 HDR. USE , NAILS- __"�,cpr_I 1� F STUDS/SF �/ 1, SIZE & CONNECTION(S). .i .ALLOW PORCH BEAM TO BE LET IN TO .4,I �11: vl I (6) INAL% 2xB & 2x1O ____ . :1 ,, ,2y,12� ETC). '(I) WOOD`_TIEROD WALL PROVIDED THAT�(1)2x4 #2 SPF i V_ LEFT)- �, UNSHEATHED SIDE,w/ vs� I I FOR APANEL SPUCE�(if neaded), I 1.1.1 II MUST BE NSTAI I Fn lw/ � ROD 1� - 7,! ,� T q T TO fACH- OF POST IF �­ 1\,,, F .1 I I SQ.FT. DETAILS . HDRS-I NAIL-% 20.2 / -__-i--_--_-:_-_-_- �=_-,�:-� t � �(I) MSTA�SERJES S.RAP 1 i ADJACEN ,POST JS ADDED TO EACH SIDE OF : : , PAN DOES SHALL BEBLOCKED, I k 1-1-1 ADDITIONAL Pr_ OF#4 � I OPT RK - t ,1 1, . (1) MSTA24 PER PLY- I � " _ ,EL __;I'_ =� 0'IFACH.JACK-SJUD TO PORCH EII ENGINEERED-LUMBER .. CONTIN I .1 & NNING ,&ENG. .WOOD HORS.,USE I I ___ . 7 I ,PORCH.BE � OCCUR WITHIN 24" OF i- : ,'I r----- I [DR.'USE i� --, � -AM TO SUPPORT TOP>. IN GYPSUM CLt�G DIAP AGM NEMiM - I- I 11 -1 I­ ­PSON . OPTION #3 INTERIOR OR EXTERIOR -- K_ ALLti RU I - I r (LSJ LVL. P-131-ETC.) - � ,ii, I 11 MID-HEIGHT OF WALL 'I"' I'" i ALL� I 1 I ,ADDITION, (,j,)'WOOD*T1eROD SHOULD 1. -,I .1,1 1:1'.' ,INSTRUCTIONS. - r%_l;-,_ I I i � ,(R 7 SPAN � �11 1; k 'INTERIOR SHEAR-W I RUNNING PARALLE C:) "ifA'� RODS. PER-/ f�'�INTERMEDIATE WINDOW:HE STRAPS, 2xB A 200 I . /16- THICK (MIN.)(2j/16 , L To TIRUSSABDVE I 'PERPENDICULAR T,o TRUSSES.ABOVE W1!HEEL rOR Project Enginee I ...,&CHORING AD- I _Lr-- BE INSTALLED TO EACH SIDE OF . .EQUfRES USE OF EXTERIOR-GRADE,GY,PSUM BOARD WHEN �.j � I ; ,VERTICALWEB 6'TO 4'-S'. .APPLICABLE w/DETACHED INDEX)AP.A-�OR TECO�.RATED I DETAIL B/STI., EACH SIDE OF � I E/ 5 :1 .HDRS. USE 13" STRAPS. I� USED WITH 'PARTIALLY, ENCLOSED'BUILDING TYPES) I I i ­ I 1: ;16' MIN- FOR I STORY 11, III H I .;tl_ � t ­ - � WITHIN 2' OF TRANSOM(S) ON' � .PORCH BEAM,AND,(�)MSTA,24 SHOULD � I I �- I�j . EACH OPENING. _ :2y.12 & ENG. WOOD.HDRS. 1� I -A t I E ATTACHED TO�(1,5 SIDE�OF EACH I. A WALL SHEATHING. BLOCK ALL _-, ", ,I -24'MIN_.FOR 2STORY � I ,. JACK -STUDASSEMELY 130K(S) , 'USE-21V STRAPS. I I � " -, B I I I 1.1. STHD14U SHOWN I�___ -- 11-_ I i ain! 7/KING - FOR SIZE A 1CONNEC - i 1 i I �� ��, -TOP>CENTEPED ON THE JON I UNSUPPDRTEDPANEL EDGES w/ __z ­,! _—, I , wrenc I U I I--1 � I I I :, 2x BLOCKING. .HORIZON . - i ,� 1: TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS I IN PROPER I I � . - - , I 1� 1/2' . , , !� I TAL N dia.ANCHOR BOLTS I � ' �! --�-,,- --, , I APPLICATION REOD wj STUCCO . APPLICATION W111i FLOOR 0% I r ,(I:) SPI-14-6-B CONNECTOR 11 1. W/7-.MthL EMBEDMENT,& I z I - 1-_JACK- & KING-STUDC-5) - JACK-STUD TO I �� . NOT TO SCALE: -==:� EXT. FINISH. I I CURB WALL- 0� � - .. . I � - l(2)STHD14-EMBEIDED __� 2'x2'x3/l6' WASHER (TYP). 11 PLACE i 2x4 RIBBON BO , HOE>� USE (1)LTY20B I i PORCH BEAM MAY BE No , I : __ - __ - - �� . I ' � *DOUE2LE dACK-STUDS TO t t - I STRAPS 14� INTO - I Jply 2x() #2 SYP j 'EMBEDMENT LINE'I� FOR FLOOR AN I � PER CALLOUT ON �I __ G 1-111, I SHEA114ING �"_ 1, STRUCTURALPLAK � I I 14 i AROUND TOP FLATE FROMM :�� , PT SILL x AT BASE OF CURB , TRUSS TOP CHORD FOUNDA-D011. USE (1) ;� THE TOTAL DEPTH OF THE I ! . -, ; I I I ,I - . , � t 4 L I I I " 'I ; I I , WINDOW SILL- I;FF I BLE FO � � III I I FOUNDATIM USE � �.A WALL SHEATHNG FLOOR .�� ,-' : ,., 11, STHD14RJ WHEN LOCATED ,­��_ I , ,, I 1, TICAL .I - HTT16 a] IPLE (OR MORE) I� BEAM IS>9-1/4- UNLESS 11 � , �, I .1 it r ATTACHMENT. I , y 1.t!s, Q76 SIZE& CDNNECTION(S) ____��,A4 . __ I I I HEa/END VER � .tu I I - I INTERMEDIATE SHEAR � 'A_���7 JACK-STUDS TO i� NOTED ON THE STRUCTURAL 1; i �, 1- _,_� I I . I AT A CURB WALL(DTI_ ,--Kf __----- I I� \\,� TRUSS \ I OF TRUSS , I I Nc)�22 �� � , I , I I " - Z SILL> WINDOW(S) AND ­UNDAT)M I SHEET. . I L L ,�� � � , FASTENERS..PEF , , INTERMEPIATE 2/ST2) AND BEGIN I ,�', I -1 I- - � I: � // � I - �. j 11� I SCHEDULE '--,, -ADOOR(S) SHALL B+.- .! ____ � -1 TRUSS uCAPJNG 1� EMBEDMENT"AT BASE OF ,11 : I I 411 ,:� � it I - .1 I I I . % -3POQ'N Ponce Die Lboh Blvd. __` SHEAR CONNECTOR __ ��; _ _I - 1� , I _-_ + , I CUREINALL -­ I I I I �,-_­ I. �, ---10d 0 6'qj`cEROM tCOUT. � I ; -y__ I MIACHED TO Y_-I � �1 �H��,, ,� -- I I I r I I I - � I I I - . i I: ON S-SHEET(S). 1" !! APPROPRIATE � I _�� , - .NAL POST TO-PORCH -I- +,--I-- i ` I REO'D PLACEMENT . I . I WALL FRAMING I 2x4 TO'2x4 BLOCKING �St..Augpsbn%FL:32084 , I .ANCHOR BOLTSPER 1; -�111 ,OW OF 11 ,� - - 1 FOUNADMON PER STRUCTURAL PLML I I I :: I , I - � I I I 1 " �; FRAMING MEMBERS � -1 HEADER'W/�(1),R � I - -­ I .3 i J � . . - : I . �� ! DETAILA/M.., TY.P. �, ,�, - I i : OF OPTIONAL(LILD. Z_ I � IN ACCORDANCE i i _1310" NAILS,D'2*'Q/C. p ROOF SYSTEM ��__�_ -_ STHDI-4!s)HTT72's i � . t I,�, � i I , �:> __ i, I I " HORIZONTAL 2.x4 SPF,#2 I -� TH I " � I - I- 11,I-—­­­­-,-- � ,II� I I- I WI APP.,- i . I : !I 1�-i: I , I -"\ PORTAL FRAME—DETAIL . I , _ ,. MANUFACTURER'S,L� r ; __� � - I /,T BLOCKING BTWN TRUSS . I I � \ , I I r-------- I I I�� INSTRUCTIONS & 'I I f", I I . � - ,W- SHF-ET I� I � . ,�_ - ST1 NOT TO SCALE I ROOF/FTOR SHEATHING ­_ I - � DIRECTIONS. , I I ,- ,(2) ROWS OF-131,x I I q ---------------I I . I I � TOP CHORD -_ - _', , Jr__________________1 i I I �_ DE - i- I TRAD4TIONAL METAL CONNECTORS I PORCH.BEAM.SEE =:==�=__�. -1.11 , . CONTINUOUS 2x4 SPF,#2 A/ I I STRUCTURAL SHEET F [I I W THICK (MIN.) APA !I � �,� [: . - WO *Tle ANCII. I �. I - I .OD R__G RODS I I I - ­ . / ,.I� - ­ � I I I . TECO-RATED SHEATHING wl ! � - /, / III I / ­ - / (3)_131xr NAILS TO EACH I I EXTEMICR NALL-CIPENINri-iEADER OR SILL'20 MPI­i�EXPOSURE 3� 1 , SEE STRUCTURAL PLAN. 11 1 1; I - 2x CHIMNEY FRAMING - �E ; VERICAL 0 / 1.-7-7 /I TRUSS VERTICAL& 0 Co/c � I I ,MINIMUM SIZE. I I \ , 5'/6*o/c 5d NAILING. BLOCK . �i 5al � � .. / z--/---/--- -- K I : ; I . FOR STU / - I D %7E/SPACiNr ALL UNSUPPORTED PANEL EDGES ! I � q7_x___V_T � ,., I ­.� "I "I �', I ­_ I I __ I i I�i I I REQUIREMENTS. , I I I t -% �PLAN VIEW OF CORNER,3'NAILS 0 6"0/c MEMBERS- SEE STUD I � MIN,7 TR /16 SPAN -_ , / - '--, - NAILS TO o� TI � � � \�\_:2x J2 SYP TOP_> I ,_ �/I - OR _/ TAIL �� ____­_:�_ * I I.- I � �, HEEJ�IOR E)NDTRUSS 'IF- - - , -�1 - F __ _ ----- I / ", i? "I I a- / 1/ - � t I wl 2x BLOCKING. . -RATED WA , � / INTERMEDIATE BLOCKING. ADD � ' MAX9XIM 5PA14/1jF1FjiIi,iG FOR 7-- HEAD I - J16- THJCj (24 1�' / __,13lx3 I �Afu&FF,I C414EN WALL HEirilr ,j CCINN= I PORCH ER TABLE FOR SIZE.SPECIES _� ! C2 : INDEX)APA OR T1�00 -LL I 11 AP W 'ITCaN RF��`j"E`) .: I , &MAX. a/c SPACING- I SHEATHING ATTACHED TO FRAMINU / 11/ / _/(7) 1 �­ - 'I D i I I STUD POST- NUMBER OF PLYS TO . 19' MEMBERS &BLOCKING 0 ALL , " I I df�l /// -- (1) MSTA18 STIR � REQ'D I- ,� - � 2x SYP BLOCKING ml A31 SHEATH CHIMNEY wl 5/16- � I " - 0 2,SP 1 . .MATCH READER. STUD POST 512E USE OVIEFIALL CHIMNEY I , "/ /, 8, ; / 1OdI/END 0 EX SPLICE (CONT I ,-I - . I I / / � , / __ 1----j�J-6-­ ,'-O" ,i'-10" �-O�I�-, X�,-TGE NAIIS ! '' 'AND GRADE TO MATCH WALL STUDS NAILS 0 6"o/c TO TOP OF P � t "GHT FOR >HEIGHT � . i /'' ,11�"/ , /r .2x4,MAYBE DMITTED IF;(.11) tof 1 I � - - , I - OTED .r NER �::N I: UNMPP.QRTED,PANEL---- I I I �" / /""/ '1/1 " // A MSTA18 IS USEDFROM I t--,x4 5,-11, ;,_ , - >ASSEMBLY& TO TOP OF 14 1 HARDIE wl 6-/6" Bd OR - HEJ " --M--9- NAILING PER W TAE " /I I ,� ,,, � �/` ,;-`, 4 - I I OTHERWISE ON 7,/1.6- APARAJIEDPLYWDOD 2�ply 2)?s AT CDR S. , ­­­­ I 377�v—T­11- 7'-6" 7'-f 6--10" 6-0.131 >, r 10E NALS I STRUCTURAL PLAN. CONNECT PLYS PORCH HEADER ASSEMBLY. I - DETAIL 11 . , � . -1. �_- i I STRUCTU PLAN - I 2-2X1 I w 6*-12" v/�Bd 1 1 F/ST1 OJR CALL,QUT ON : - � LOCK-TO BLOCK ACROSS:EA. - . 1 31-71 1 7*-9" I-5- 7-1 6-0.131 x r TICE NAIL!—z UNtESS IN / J � I, I i _,_Z�6 a,-Er -- - ,PER DEIAILDVETI. EXTERIOR L __/ I I TRUSS) I -cr ",-b 1,0-1- 2-k35'3 W/adKi r NAIL' - .1 ,_- ___ - -__ I � 1QE_\_AE_W � 111. ,� 2_2X6 12'-li"1 I I'-9'1!1� i - -1-1--ii -____ I IF THE'_,I HOUSE IS 1U 2x4 #2.SYP BLOCKING BETWEEN I - ; Y & (2) HTS20'S(IR I TRI OR: � I 1 -DOUBLE TOP:>DF WALL ,I�, I le Mpii,EAROSURE C. EXTERICR WALL-OPIENT11(l HEADETI,CR 54LL I2.0 MPH.EIPUSURE G. : CoNv.ENTONAL STRAPPING, REFER TO THE - TRUSSES BELOW CHIMNEY WALLS I .SSSCHEOULE FOR I 11 :,! P! I EA,.ERjCR-��R,L-f.,PaiiiiG HEADER Cl?� - .. : I I �, � __ I I � . (1) MTS12 OR (1)MSTA15 � t __,_------�_.___�.� 1< , TIEDDOWN� SING I S FOR ASQUARE I I � ,�ILL 1,L � �,__ I STRUCTURAL SHEET AND DETAILN FOR ., � C=NE JSS E CONRECT I . - I �, /ST1 (Z) MSTA24'S:FORA I :SEE - I ;! � _ 11 MAXUALM SPAN/0PENING FOR 1�� 4- w/,(4) _131x3- TOE/END NAILS I I TYPE,(DTL A/STI) I � 1:� uA,Xju1ji,i`SPAN/tOPENNG Fr _11G�i REQUIRED MEMeER G�E­ I—I�.-I I 11 -Lt I I APPROVED hiAM, RIAL HAVING EQUALIOR ' ;;;��` I I �R Clyjf4E,nan RECUAIED � : PORCH BEAM CONNECTION DETAILS. .AT EACH LEND OF BLOCKING TO ____-1 RECTANGLE CHIMNEY 0 EA I I H . , - 04,SI4�IALL Hol.,�,T COUN-11 .VQ,D - AT ENDS 11 I . .IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY.BE CONSTRUCTED OFANY , CORNER OF CHIMNEY TO . � I .9 I **INSTALL WALL SHEATHING PANELS � 2 AT END5 I , A � --- #0 � h, I io.2.SPF "� I ­ ISTANCE.AS'VERIFIED BY CURRENT TBC PRODUCT ,ppjjOV.AL DOCUMENTATION. Top CJ40RD OF TRUSS OR RAFTER. STUPS /SHEAR WALL OPTION I � .� I�� !k 4; 2, _� i2, __ 8... T, I 9;; ___ ":�� I�, BETTERPRESSURE AND SHEAR RES ­� , AT CORNERS OF RECTANGULAR RAfTER/TRUSS TOP CHORtt) � FRAMING SEE STCTURAL PLAN- IOR OR EXTERIOR 7EAR-WALLS RUNNING WITH LONG AXIS (B�LENGTH) I I � � -- -, O.Mi X 5'T111 NALS I HORIZONTAL AT 24"o./C TRUSS , � I '.. ;1 51� 1-11 I �V_­ Y-r S_4." 1 -T Z_ I "]%.N­� OR 2x4 BLOCKING BELOK i I PENDICULAR TO TRUSSES ABOVE -0 13,�5' TCE NALS � TA - - I- ,,,, Sl_ -- -_�' I-E"A", - I �-_­ I _V__ I ',,�,� CHIMNEYS, USE 2.x8(LL-0. 2x4) - I PER � 1-9 1 -_�_ 1� I --_ 5-6- -_'O' wl(6) NALS/END CLLO.t4i I -11, � , I -!:-a- �,- -0 t3l X 3-TIE NAL5 -,, ;L3 � _� � � � , - I I .FRAMING To PROVIDE MAX- 15-o/c i�, __�- , - �, -, I NALS). ! k I .. 5�_�;, 1-- C 1 ,-­ _1 � I, , !F , NALI BRACING DETAILS I . _;_I3-13.151 X S'TDE HAI - �I END-VERTICALS -OR- BLOCK W1 2x I ---+ , �-2 I_ - -----------------I�---:i�_ . I --- 5 ( _�:�_2�� oj.3i x Y TIE"AX-15 t - I ,SUPPORTS FOR SHEATHING. " I i �W%� - 5-77 6-O., - � 1. , I I I ! I I , , I I I I - * ' �' IN I _�_F 1�1 I, F I I j � i I I �YJEJ , , � I ._ \\��_\ ,� I . , 11 - �41 - ' , IT 1\ i 1 4 _- - _�L , � I"�," ,�illl' I , , ' / 2 , LATE A . TITY AN LFERI FN BY - 'ST 1, ,EAT IN 'd,_Ly � \N I - I eF:RAS CLIP' EN IN El I N-DOI '� GI':S N E , h, ' ,."A El ENGINEER', __ DRIIENTATIC t!_�� TF� 11 11 I I � . I I I 11 I I I t i t q I � i � ! i I i I ; I I , , �1 __ �1_6�1 --��_�,O- �3._z --i�_,--- -A�VS.1/8,tAl r NAIL I I U CHIMNEY FRAMING DETAIL i VS.1/8,tAl r NAU I I I -I-XI a­ I 7:��',�7-� _135's lq/84XI Y'NAILS _;.- � ,. - LL� I t�', I TRUSS TOP CHORD OR 512L-100- NOT TO SCALE -11,1 6- 31 �3'TCE NAILS I -C _� I 1�', SHE - - - "11 � , ""� I I � __1 . - � I - ST1 NOT TO SCALE @) I : It I �� I _1`1 I � � (TIP) : - ­ �: I 11 EAM TO S17LJD WALL DETAIL PORCH CEILING SHEATHING DUAL � . I � 11 PORCH 8 ___ I - L"'�11 - � - - I 11 TYPI U.N.Q. it I - I 11 ! CAL OPENING F AMING DET IL - - I 1: 11 @ NOT TO SCALE I @ NOT TO SCALE �,`Vkl � ; �i NOT TO SCALE I - - - --­­.........M,_ L G) - - - ..� :­' I I ; J -__-—,-,-- I I 10.� I I. 1, - � 11 1 . I I . I � �I I ,I F -!;---t_'� ix . _,��­, �t lt�; � � I I I __ I �_ , I�, I I I � I * i I � , !��;-.­' �, 1 I ­ I - I --- '____­_._ - __ I _­___ ­__" -_L_ z '' ­ 1, ., - : - I - I - "'I`",�� , �'Lj �� � I � I I � � � , � -------______- _____ -- ---________ ______ :, ], ! i I SEE ST1 FOR VERTICAL WALL C ONNECTI:ON-. THIS DOCUMENT, ALONG WITH #5 HORIZONTAL. ASSOCIATED_DOCUMENTS, IS AN 4" CONC SLAB W/ 6X6X10_-/1O WWF II OVER 6 MIL VAPOR BARRIER OVER INSTRUMENT OF ENGINEER'S SEE TiSFOR 'VERTICAL WALL CONNECTION- CLEAN, WELL .COMP.ACTEO, 'TREATED FILL (TYP_ VERTICAL REfNiFORCEM-ENT}: II SERVICE FOR THE EXCLUSIVE USE 4" CONC 'SLAB `W 6X6X10 10 'WWF MAY BE USED i #5 DOWELS O CORNERS & 24"o,/c I' S HORIZONTAL. AT THE PROJECT TITLED 'HEREIN. / / INFORMATION DERIVED AS BRICK LEDGE - -_--- ---- I THEREAFTER - BEND » #5 HORIZ. 6" .FROM ENID O FROM THIS OVER 6 MIL VAPOR BARRIER OVER I I ALL DOWELS 0 TOP & BOTTOM 48 MIN. OF VERTICALS. II (TYP_ VERTICAL REINFORCEMENT): #5 DOWELS DOCUMENT, AND/OR ASSOCIATED CLEAN, W LL COMPACTED, TREATED :FILL ! ( SLOPE GRADE -, I DOCUMENTS, MAY NOT BE USED ' a — __ - -1(11- 1 4 REBAR CONT. @.HEADER COURSE Ii EMBED MINIMUM 6" INTO FOOTING ! CORNERS & INDICATED o/c SPACING 5 HORIZ. 5- :z. z SLOPE ------ } # 1 THEREAFTER - BEND ALL DOWELS @ TOP & 72" FFOR OTHER WORK(S) OR DIMENSIONS ARE >z �--�L� ': �� _ -1! ( /48" INTO SLAB (GROUT ALL CELLS I FROM END OF o GRADE — MIN. DISTANCES I r 11—x,it I SOLID' BOTTOM, EMBED MINIMUM 6" INTO F{30TLNG MIN. PROJECT(S) WITHOUT THE a P' ) _ _ _ _ VERTICALS. I=j I 4 1 STORY DIMENSIONS ARE _-__-=_ __ - 72" INTO SLAB ,GROUT ALL `CELLS SOLID) EXPRESS WRITTEN PERMISSION OF I-11=III! #5 VERTICALS -III CLEAN COMPACTED _ _III =t 6" 2 STORY MIN. DISTANCES {@ 24" Cf/C Q I I I i— - QI ! , THE PRO IECT ENGINEER IDENTIFIED 'Do , • SAND ;FILL + = I I ( I !— I BELOW. ** - 1 I 5 `4lERBCAI'� Z) n/r, SPA:(71N( - - - - REV DESCRIPTION EMBEDDED STRAPS �I: - II !— I I 1-1 ( —I # - (TYP. HORIZONTAL , I I �' �- - ' , T1 1 i tl I - ! W. ,0 BRICK MUST ':BE INSTALLED w I c I I L i i TO 12 COURSES-- 24".o/C ! — / / TYP_ VERTICAL ,REINFORCEMENT' W4DOWELS, 'REINFORCEMENT)- ( »I l—I -- ( } :# : 2 C _I - SLOPE OF , — O ! ADD CLEAN FILL .AN:D COMPACT ( -1/2 I 1 1! :ADDITIONAL PIECE OF I - _ - I I I I 12 < 13 COURSES: 16»0'c I I # ! — - — CORNERS .& 4B o C THEREAFTER BEND ALL I GRADE 5 3 - / W1.7 M'W11 LONGITUDINAL ( i .I. 1 >' MA 'LIFT - —I REBAR !PER SIMPSON I ((—!!!r-I I I T3 1 < I i 3 I D @ TOP & BOTTOM, EMBED MINIMUM 6" I ! ,— ,) ./2 15 ',COURSES: J3"o,/c :(TYP.) W 'BRICK ** , I DOWELS �aM, , / � �_ —!I� (I II I--� I— I—I i ( (—I 2 — / 'INSTRUCTIONS. I ! I WIRES .SPACED � 16"" O C —I !— I �' ( 1 I !(: III !! INTO FDOTING 12" fNTO SLAB GROUT.ALL II. ( , I ;PROVIDE HORIZONTAL III— I I I ' ! S" CMU FILL ALL CELLS 'SOL'ID. . 1 STORY FOOTING SIZE * MAX. STEMWAH HEIGHT: (5) CELLS SOLID) REINFORCEMENT WITHIN 16" -� i=! I I ! - 1 W/ 3,000psi GROUT. --� I- I I I 1 STORY FOOIING SIZE —I I —, I I I'— -- W/O BRICK BRICK 12" WIDEW1:(2)#a 9R {2)#s CONT B" COURSES. FOR WALLS > OF TOP AND ':BOTTOM OF —, ADD CLEAN FILL AND COMPACT W/ BRICK 2D" WIDE(INCLUDING LEDGE) W/(2)#5 OR (3) 1! W/O BRICK 16 x10 W/ (2)#5 CONT. OR (2) MASONRY STEM WALL. } ! 1—I I —L ll I 4 - II ! (5) B" COURSES HIGH USE W/BRICK 20"x10" W/(2)#5 cora OR (3) # L !_I ! — I ! I I IN �2» (MAX.) LI TS II 2 STORY DETAIL 1A�ST2 OR 1B/ST2 2 STORY I—! ! 1—! 11i f I LAP ALL REINFORCEMENT MINIMUM 40 I I —i - 11 W/0 :BRICK 1:6" WIDE W/ (2)#5 CONT. •OR (3) #4 " : 1 : F ° —I _ ' W O BRICK 20 x10 W: 2#5 CONT. OR (3) 8 CAAU GROUT ALL CELLS It 5 HORIZ. NEAR MID-H: IGHT. DIAMETERS AT ALL JOINTS. I I ( III The W/ BRICK 24" :WIDE (INCLUDING LEDGE) Wf (3)#5 OR (4) DEPENDING ON WALL HEIGHT. / / ( I I E 11 W/ BRICK 24".x10' W/ (3)#5 CONT. OR (4) #13 SOLID. MAX. (10) COURSES. I I I-1 I j I A 1 ! 1 I i I I ! ! I I- BRICK X4.13 TYPICAL FOU NDA DETAIL TfYPIAL FOUNDATION DETAIL 1'11 I !! (rYP. HDRIzoNTAL I ! ST2; ST2 ADD CLEAN FILL .AND COMPACT 1REINFORCEMENT): II ' ! 1, #5 HORIZ. Q EACH NOT TO SCALE NOT TO :SCALE 2 ITN 12" (MAX.) 'LIFTS. ! ! I ( ) —I _4th COURSE I�) I I) W1.7(MW71) LONGITUDINAL ! sIII WIRES SPACED C,1 16" O,� C. I-1 j - emaa°:co.�w:� I STANDARD FOOTING :SEE DETAIL BELOW / II . _ I I_— !— PROVIDE 'HORIZONTAL ! Desi IlerS s. —I I I I ** :EMBEDDED SEE 'ST1 FOR VERTICAL WALL CONNECTION.. III—Iii—I °' 11— -- REINFORCEMENT I�ITHIN 1.6" ;OF g STRAPS MUST BE INSTALLED W TOP AND 'BOTTOM OF —! ll Engineers - 5 1/ 5 7 2" WIDE CONC. SILL TOP AT MAIN MAX. 2 COURSES I I: I1 ! I— MASONRY STEM WALL , ! 12"d. X 24w. 2,50Dpsi CONC. > ADDITIONAL PIECE / SEE ST1 FOR VERTICAL —1 I ! ! I —i 6 oRoosevehBlvd SLAB LEVEL TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL. ! l- p ;—; I FOOTING w/ (3) #5 .REBAR EXCEPT. 5s OF #4 :R'EBAR PER WALL CONNECTION. I ! ! ! r I I I ! ,—: ! I jacksonv Ie,IZ3z g4 VARIES MAX 7 1 2" (HEIGHTS F-XCF-EDIN1; I III— ! 1- III- —p I i it.' I—I A -STORY WITH BRICK., USE 12"d x, SIMPSON / ( 1 4 CONT. IN SOLID GROUTED I— ! — - i I !_ _ I I (9o )Taztnno L INSTRUCTIONS. ** WIDTH BY MORE THAN 2» 'REQ .ADDITIONAL I I_ I I 1 !— I ! ; i.—; !�0"w. w 4 5. F'LCoA rra 29015 U-BLOCK COURSE —I ! I ANALYSIS) TYPICAL SLAB 4" CONC SLAB W 6x6x1O 1O WWF c� OVER 6 :MIL VAPOR BARRIER OVER II Z CLEAN, WELL •COMPACTED., TREATED FILL TYP. VERT_ + i i III —I r I —! fl REINF. 1 STORY FOOTING SIZE ,' t , i , , ,. i-C 1 , , 1- SLOPE _ -I t1 I_I I W/0 BRICK 16"x10" W/'(2)#4 CONT. i I=— -=I I I,— Mill I W/ BRICK 2D"x10" W/ (3,}#4 OR (7)#5 CONT_ LJ m Q GRADE _ I! - III-, ! �° --- J S I!i—!ill-I I I; l i TYPICAL :FOOTING - SEE 1/ST2 ;FOR 2 STORY CLEAN COMPACTED j SIZE/REINFORCEMENT W/O BRICK 20"x10" W 3 DR :(2)#5 COIdT.. ¢ • SAND FILL Wf BRICK 24"x10" W/ (4),#4 DR 3) 5,CONT.' j .III=•LII I I III III. 1— I 1B 10<15 COURSES STEM WALL FOUNDATION TYPICAL FOUNDATION I', !i 1MENSION$ .ARE ! _ —!III_ I —f1 ST2 FOR STEM WALLS WITH 1005 COURSES & GW, GP, AIN_ DISTANCES ! ! I i I—I I i I I ! ! 1A 6 610 COURSES STEM WALL FOUNDATION Ij SW or 5P SOILS to 30# PSF LATERAL LOAD ST2 FOR STEM WALLS WITH ,6<10 'COURSES I I I; 2 FOUNDATION AT GARAGE II .FOUNDATION AT GARAGE !I G NOT TO SCALE � ST2 :NOT TO SCALE JI OVERLAP SLAB RECESS SLAB 3/4- FOR SLOPE 3/4" :X 12» i I 4» CONIC SLAB W/ 6X6X10/10 'WWF - I I OVER 6 MIL VAPOR 'BARRIER OVER I 1 1/2" THRESHOLD AT GARAGE DOOR I: EXP. JOINT SLAB W/ CLEAN, WELL COMPACTED, TERMITE t II 1-1/2„ I DEPTH = STUD + 1 1/4» (FROM !i OVER 6CMIL VAPOR BARRIER OVER OUTSIDE FACE OF BLOCK_) ii TREATED FILL I! CLEAN, WELL COMPACTED, TERMITE II RECESS SLAB 3/4" FOR SOD I 4" CONC SLAB W/ 6X6X1O/10 WWF ! 0 E TREATED FILL 4" CONC SLAB W/ 6X6X1D/10 WWF I' - — _ I OVER 6 MIL VAPOR BARRIER OVER ! OVER 6 MIL VAPOR :BARRIER :OVER _ 11=! , _ I CLEAN., WELL COMPACTED„ TREATE :FILL _I I— -!r� — I -- YR. SLAB � II 11 CLEAN; ''WELL COMPACTED, TREATED :FILL I — T SAW CUT IN 1:5'x1:5' .GRID„ 111 .T I L, � -1:1':11—I I I ITh - 1 1= y -- - - --- 1" DEEP WHILE CONCRETE ( ` ___---_-_ L !� III ,}• _ I I .- ..,... . , , s —) 1 T=r !I IS WORKABLE '(WITHIN 12 HRS OF PLACEMENT) ! !I=! I =1111= I _,Tiff Ili — — : —I I !' DTII—III s/ TYPICAL FOOTING - "SEE 1 ST2 FOR I _ — — I __ / — — - 6 MIL VAPOR :BARRIER = =` I_4a :I I I!—IIII—I, :, ::: 111!-- I--- t � I— III.—: , ! • CLEAN COMPACTED 11= = 1 I i-i 1_I� SIZE/REINFORCEMENT- ', I i_ '! I I i_!�+ _ I I I • SAND FILL 7 —i I — II: )#4 CONT. ` TYPICAL FOUNDATION !!=tll -_ j ! I STOR � Iii I I IN I 11771111 i-1 I f I , — — — Ili 2O" IIII=[III_IIII�. s SLOPED TURNED DOWN EDGE 2 STORY' I 9 CONTROL JOINT–FOR CRACK NTR 3 - FOUNDATION AT S.G.D. 3 FOUNDATION AT S.G.D. .:. T2 NOT TO SCAM12 5 r2 NOT TO SCALE ST2 NOT 70 SCALE !! ST2 NOT TO SCALE ST2 INTERIOR LOAD BEARING NOT i0 SCALE itr ! 1� HOLD HDR_ 'BILK. 4" CONC SLAB W 6X&X1 O 10 WWF ;f I TO OUTSIDE li OVER 6 ML VAPOR BARRIER OVER ! 4' CONIC SLAB W 6XfiX1O 10 WWF 1 1/2" CLEAN, WELL COMPACTED, TREATED FLL I / II _]-JOVER 6 MIL VAPOR BARRIER OVER i 1-1/2" TYP_ SLAB I! �_ ,_ _ _ -- _-- I CLEAN, WELL COMPACTED, TREATED FILL j 4 CONC SLAB W •6X6X10 10 WWF / // I ; OVER ;6 MIL VAPOR B.ARRLER OVER CLEAN LL COMPACTED TREATED FILL — i 1 I I'111=1 'j '_! I l! k= , _ _!'I!=6 MIL VAPOR BARRIER — — - � _ !! —L G 11=1 Ci.!=I' !I— — III=III I :I— I I I _ --I—: ;,.--------- I 1,= =III '�=I = II !III= ! h i ! _ ';1-;I.1�-1!I!-!I I_ _I I�! ��, �. _ I II I I I I I I , i I -III t11! l !!T'—=1- r=1 � —I I I I— � --I!!I- I -I IJ I' —I I! -' 5- =' I '' =1111= - III=! II -_I _ :>#4 CONT.=1 ! LI-1111 I_ _ - I I=1 -;I I lull; 111 _111,-,III _ iLI I_I -I 11 III I TYPICAL FOOTING SEE 1/ST2 I (—!I! _ I I I I—)I I:—I i!: R SIZE/RFiNFORCF/iENT — I —I !III= ' — I'-1 I — ,i _l —I !i ll III=t !_!, :I!'I— TYPICAL FOUNDATION I!! III I.I (III ( 1 STORY) 20" 1111 2 STORY- 1� TURNED DOWN EDGE G LOAD BEARING STEP DOWN 4 FOUNDATION AT DOOR SELL I 4 FOUNDATION AT DOOR SILL sT2 NOT TO.SCALE .NOT TO SCALE ST2 .NOT TO .SCALE ST2 .NOT TO SCALE i I HEADER BLOCK OR I' I' FORMED & CAST @ STEP I! I DOWN I 4" CONIC SLAB W/ 6X6X1'0f10 WWF � (1)#5 x 2'-0" OVER OVER 6 MIL VAPOR BARRIER OVER ! 8"x B" CHASE IN _ CLEAN WELL COMPACTED, TERMITE �.✓ I K STEM VARIES TREATED FILL a - �.� - CONC. BLOC _ I- C/) :SLOPEWALL L! T1�P. SLAB I . GROUT SOLID GRADE I: fiH VARIESAROUND !P.iPE _-___-_-�--__-_- � I . I!.i,GROUT SOLID _ =1111= -I I I= I I I=1 f l l I DE'S!IN R`W - '.CLEAN COMPACTED j _! !..=1 - AROUND iPIIPE _ ( =I II=! TYPICAL FOOTING • • SAND FILL ((—I _ !- , I—I =1111 SEE 1/ST2 --ITT + » _ SLAB-- DRAFT RW SIZE) THICKNESS # -- I— S" MIN. - DEEPEN -- - TYPICAL FOOTING - SEE l/ST2 =1 I !— REINFORCEMENT ;' - :; I- CHECKED LAP FOOTING C� CHASE TYPICAL FOUNDATION I_I •: y 1 i ' FOR SIZE/REINFORCEMENT > I LOCATION AS REQ'D TO SCALE N.T.S. ! PROVIDE PROPER — FOOTING DEPTH_ I -1 I I—III—f —I �'—i —t. —I I 1-1! DAT.1 3.11...20 NON—LOAD .BEARING STEP DOWN —_ NOT TO SCALE (MAY BE USED AS SUNKEN SHOWER DETAIL) JOB N`O., STANDARD 5 FOUNDATION W/ UTILITY CHASE 5 FOUNDATION W„/ UTILITY CHASE !! LOAD BEARING STEP DOWN j! SQ.'FT. DETAILS ST2 .NOT TO SCALE ST2 NOT TO SCALE Pro°sCt.En lrteer: ST2 NOT TO SCALE ! � t Z MONOLITHIC FOUNDATION DETAILS I STEM WALL FOUNDATION DETAILS I( STANDARD FOUNDATION DETAILS Lxvv, ice . � .me`PE--- Pr - ' I! L, _ . I' Pr yin �I er: F , t F i HE I- T I Il for I r A INTERCHANGEABLE WITH � 1 fl Wood vertical construction �1OWn t foundation details c� c a t THESE DETAILS ARE INTERCHANGEABL_ WITH THE THESE DETAILS RE INTERC NC_ Qi�tl��'� () �?��, o © s atop Iandat y Wood, cmu, Icf or other structural vertical construction •PLLIr�en STEM WALLS FOUNDATION DETAILS- �I MONOLITHIC FOUNDATION DETAILS � acceptable see ST9 for Specifics_ 6 Ii~er '222 i S Lice, t �.2 .78, I. ,t EPDXIED .ATR 'EXPANSION :.� . AT N (2) #`I DOWELS, .PER TYPICAL I TOP 'OF SLAB t - TYPICAL FOUND !O HOLD-:DOWN PER JOINT TOP tOF POOL 3060 N.;P nc J? vCsOCI' }Yd. FOUNDATION DETAIL, CAST INTO PAD STRUCTURAL PLANS 'DECKING I f I [I I FOOTING OR EPDXIED 'W MIN. 6" , __ { 'St.AUgustine„FL 32084 1' '5 `VERT @ EACH TYPICAL FOUNDATION I �I - I / ( ) # _ EMBEDMENT CENTER 4" ,IN 'PAD ` r\ _. c.:- :::-.• (904.)824-0806 SIDE OF STEM WALL I I ! ! 'FOUNDATION /// u. s I : SLOPE FTN.G. PADS 36`06"1 & LARGER TYPICAL . / HLRGHT CHANGE HORIZONTAL 5 S — -- STANDARD \' \ \\• \ _ I # i18 20 _ GRAD'E -- -- _-__� I I I ! USE 3' 5 DOWELS. ( /, SHE 0 16„ O/C. I '�IIILI—!II:I!-11 O # I FOUNDATION -�I �/.\- , �// /.:•/ - _ 1 I I ./• \./ POOL TO ! TYPICAL FOUNDATION ! I ! ! < \.. I— CONT_ \ •\ \. 1: 1 - SEE DETAIL \ \i" \ BE SLOPE _CLEAN COMPACTED �, i V 1. I RiL.]ri!'Y t .�. j I I � I SLOPE I GRADE 1 n 1 STS �,.,� ' ,<a�.,. _ :DESIGNED !I—III!— f I(SAND FILL / �' ;` \,\ j >. � /. � ; ,, � ;`�: , . / BY OTHERS_ . CLEAN COMPACTED _ .: I. !(!!—I!1;—I I'11 !' 4 VERTICAL ../ / � ;,, /�� ,, . ..� ,, / , I u z CONT. REBAR ( _I- _ /\< /:\ / :'/ = s_ I n SLOPE — - - REBAR PER \<, .,. : ` ' \:. , f •:. SAN l':1LL I a \' �, ll - I I ,I— \ w �I \ / it =1 GRADE / / - , I I�I I:, TYPICAL f =` --- I / 1 S T2 FOUNDATION I a SEE STRUCTURAL II 2 d I `l z - - DETAIL CONT. %. W / � PLANS FOR P�1D r� x _ I 1 I � \ \ OWE ----_ I ce, a, j \ d 7 ---- FOOTINGS I - SIZE, 1 ,. !I > II I �a • s SEE 'STRUCTURAL LOCATION & �— �1j L 45 • • PLANS FOR !PAD !' } 1 KEBAB SPECS_ a u, I' P.AD BASE _ AL FOOTING SIZE, �; z r7 SEE STRUCTURAL CLEAN COMP.R .. ;q ; PER STRUCTURAL (PLAN II LOCATION & a o - / PLANS FOR 'SIZE, -- (SAND :PILL /. HORIZONTAL:RE6AR :a �4 tti !' SECTION VIEW REBAR SPEO'`S. d ! 450\ °- 24" PER sT� I 15 STEM WALL W $5' CORNER DETAIL ------� LOCATION & I :PAD SASE • : ! � / '�,� ,= MIN. FACE VIEW SECTION VIEW PPD BASE REBAR SPEC, PER STRUCTURAL PLAN II ST2 NOT TO SCALE SEE STRUCTURAL 1 I', PER STRUCTURAL PLAN ( CLEAN COMPACTED SAND FILL PLANS FOR SIZE, 14 STEM WALL HEIGHT CHANGE I 1s PAD FOOTING FOR MONO SLAB PAfiJ BASE LOCATION & ! 1a FOUNDATION ST2 NOT TO SCALE ! ! ST2 NOT TO SCALE I 17 PAD FOOTING FOR STEM WALL ST2 NOT TO SCALE FACE VIEW PER STRUCTURAL PLAN REBAR SEC'S. ST2 NOT TO SCALE