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358 Dudley Street • LU r\ Esposito - ELECTfRICAL L Cheek z � 110 VOLT DUPLEX OUTLET-WALL MOUNTED O R-30 BATT INSULATION Q llsaVOLT QUADPLEX OUTLET-WALL MOUNTED f2 a LUA/C \ = Z 12 CONIC. TILE ROOFING F— Gomf- IIOV DUPLEX -GFCI or AFCI AS REQUIRED ' z (SEE OVER FELT PER MANUF z w q SPECIFICATION OVER \ 110 VOLT DUPLEX OUTLET-WEATHER PROOF = 9 � ELEv) 5'_4' 15/32' OSB OVER d �- PRE-ENG WOOD ROOF Assoc s ■ ■ ■ ■� ■ \ ■ ■ �g■ } 0 % TRUSSES 024' OC , LL' � 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED w w o > w BETWEEN INSULATION EA TRUSS Inc , O LL UO VOLT DUPLEX OUTLET-FLOOR MOUNTEDLO `\ ANCHOR ALL TRUSSES ■ ' � ■ a@E 220 VOLT OUTLET-WALL MOUNTED ISEE STRUCTURAL ENG /W` BED #2 \ MASTER DWGS FOR ANCHOR TYPE) Architects v v ► TELEPHONE OUTLET �cGYP BPRD . . <—MTL. DRIP OVER CEDAR D FAN/LT FAN/LT 1x2 OVER ALUM CLAD Q ■ -0- SWITCH CMU U-LINTEL a 2x8 FASCIA W /V � (SEE STRUCT ENG , 4540 Southside Blvd. Lv ■ SWITCH-THREE WAY DWGS FOR REINF) VENTED ALUM SOFFIT suite 502 cn INSTALLED PER MANUF \� �I - SWITCH-FOUR WAY 1/2' GYPSUM BRD a SPECIFICATIONS Jacksonville, FL 32216 0 OVER PT Ix2 FUR a 2x4 BLOCKING -8 24" O.C. (904) 641-6649 H ' �SD ■ -eA SWITCH-DIMMER STRIP m 24' OC W/ 2x�o NAILER SD I\ W/ R-42 AL-FOIL O ■ \ i 0-+ PUSH BUTTON SWITCH MASONRY WALL INSUL FRIEZE PROFILE PER ELEV z Q (SEE ELEVATION DWGS ■ 8' CMU WALL FOR DETAIL) Not Valid for W ® DOOR BELL CHIMES J (SEE STRUCT ENCS a / I 3/' LAYER CEMENTUOUS Permittin Q _ g DWGS FOR REINF) a ~ ■ 0-i CABLE TELEVISION OUTLET VENEER OVER 8' CMU WALL U II I II ✓Vifhout Color W ■ �0 _ — 0 Signature, Raised ® SPEAKER LOCATION UI ■ </�, �� �"I'. B�TN j,' STUCCO EXTERIOR FINISH Seal, and Date. z FAN/Lr �� I ��I - LIGHT FIXTURE-CEILING MOUNTED � SSD � � — —1-i ■ FL Lic. No. AA0002564 LIGHT FIXTURE-WALL MOUNTED O ^ � so LIGHT FIXTURE-CEILING SUSPENDED Fred R. Cheek C B,4T 02 ® LIGHT FIXTURE-CEILING RECESSED • — — — — �� ■ ® LIGHT FIXTURE-RECESSED EYEBALL I ■ �� ��� I -�l - _ - ;'� � _ - u� § CEILING FAN IL — _ _ J ■ O SMOKE DETECTOR-CEILING MOUNTED ,ii�sD I ® EXHAUST FAN ■ IBEP 04 I KITCHEN I �'� I EXHAUST FAN/LIGHT FIXTURE COMBO FAN/LT I ■ I FLOOD LIGHTS-DUAL HEAD LU _j ■ C_>1 CsF( 11/ 1L fi -1 GFI —�� — — o ELECTRIC PANEL - - - - _ - - STRUCTURED WIRING PANEL d) / ■ Lo QUICK DISCONNECT L ■ // DINING KH SECURITY KEYPAD LOCATION �. / [J JUNCTION BOX LOCATION �O ■ LIVING / ■ FA FIXTURE ALLOWANCE / 1'X4' FLUORESCENT LICA=T FIXTURE / CEILING MOUNTED m FAN/LT / ■ 2'X4' FLUORESCENT LIGHT FIXTURE ■� iQ�' ( CEILING MOUNTED STORAGE �\ BTH #3 Ell NOTE ■ ■ ■ ■ ■ I ■ ■ �� ■ MOUNTING HEIGHTS (TOP OF BOX) 1) KITCHEN COUNTER RECEPTACLES - 4V 2) WALL SWITCHES - 49" 3) WALL RECEPTACLES - 18' II II II II I I COVERED I JOB#: 034056 z j I PORCH I DATE: 10/30/03 DRAWN: RL - - __--- - - - ___ - - = 2m' DECORQ GABLE VENTT 12 12 LU 4 4 LIVING- SRG BRCS _ STORAGE V-1118' Esposito X / r- 0o Cheek z 0 2'-0' 2'-0" 0 oe oe LU z N N ■ ■ ■ ■ ■ ■ ■ ■ ■ 0'-0' MAIN FIN F Assoc _ LR FIN FLR _ _MAIN 0'-0' / Li- Inc , ° *,O,U')I FRONT ELEVATION 1 /4II = 11 - 011 o Architects 0 ■ 4540 Southside Blvd, C 12 suite 502 C/) 4 Jacksonville, FL 32216 I (904) 641-6649 0 ■ 8'-1'�8' STORAGE BRG '46 BRCS _ MASTER 0 z ■ Not Valid for w J FE-: 0 ❑❑ D❑ ❑ Rerr1-11tting Q ■ U ■ Without Color cn o Signature, Raised ■ Seal, and Date. z ■ FL Lic. No. AA0002564 0'-0' MAIN _ FIN FLR FIN FLR _ _ MAIN 0 -0II Fred R. Cheek Q ■ ■ RIC�HT SIDE ELEVATION 1 /411 i 11 - 0II ■ ■ 12 12 ■ 4 111 �- ■ 111 J MASTER BRCS BRCS _ _BED 012 � U � m • �- lu ■ > 1_l1 �3d U 0'-0' MAIN_ FIN FLR FIN FLR _ _ MAIN 0'-0' 11-1 m REAR ELEVATION 1 /4 II _ 1 I _ OII ■ ■ ■ Is ■ ■ F■ ■! ■ ■ 12 4 � 1 Cf) BEDLIVING_"4, LIVIN _ _ BRCS BRCx _ BEDJOB#: 03405ro _"1, "3 S'-1�%' z DATE: 10/30/03 ■ ■ ■ ■ DRAWN: RL Q N N ISSUED: 0 2'-0' W REVISED: w 2 11/09/03 RL 11-- LU j� I I OO� F�A� I I �l� FLAN�l 1 /�- II - 1 I - 0 II m'-0' MAIN _ _FIN FLR FIN FLR M 0'-0' Q U Cn II I II 0 LEFT SIDE ELEVATION 1 /4 = 1 - 0 3 z 0 0 m 0 Q COPYRIGHT ESPOSITO, CHEEK t ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC_ NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. Q LU 5L AB NOTE 5 1st LEVEL LIVING: 13roro> �Q G I. FOUNDATION IS DESIGNED FOR AN ASSUMED 2nd LEVEL LIVING: NA MINIMUM SOIL BEARING PRESSURE OF OTHER NA 2,500 PSF. IT SHALL BE THE CONTRACTORS Esposito , X T THE TOTAL LIVING: 136ro* RESPONSIBILITY TO VERIFY TNA E SOI L WILL SATISFACTORILY SUSTAIN THIS LOADING. GARAGE: NA Cheek 2. (4') 3000 PSI CONCRETE SLAB W/ 6xro LANAI: NA z 10/10 WWI"1 OR (4') 3000 PSI FIBERMESH O CONCRETE SLAB OVER ro ML POLY- 28'_8 COVERED PORCH: 213d' 28'-8' Q ETHELENE VAPOR BARRIER OVER CLEAN 7 STORAGE: 18* LU COMPACTED TERMITE TREATED FILL (TTP) z 9'-2" 10'-0' 9'-ro' ~ TOTAL UNDER ROOF: 159�>� z 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS ENGINEERING Assoc . ,DRAWINGS and PROVIDE THICKENED SLABAT ALL LOCATIONS (SEE DETAIL) d /A/C \ /A/G \ '* I 4. HEIGHT OF ALL STEP-DOWNS SHOWN ON \COMP / \COMP/ 3050 SH Inc . O DRAWINGS ARE MINIMUMS and MAY VERY 305 SH AT BUILDERS OPTION AS REQUIRED BY \ / l6'-10112" HDR) � — (ro'-1012" HDR) L0 SITE CONDITIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HBHB r ` 5. VERIFY LOCATION OF ALL PIPING and C --h- I I +I-Architects LuU CONDUITS REQUIRED BELOW SLAB. SEE ■ FLOOR PLAN FOR ALL PLUMBING FIXTURE I ■ LOCATIONS. VERIFY and INSTALL ALLW ■ N 0 CONDUITS FOR DOWN-DRAFT GOOK-TOPS e Lv ■ ■ 10 11 1/2 - 11/2' 11'_,' 11'_4' ■ 4540 Southside Blvd"I ■ _ DRYERS, AIR HANDLING UNITS and ETC ■ ■ Suite 502 Cf)AS REQUIRED. SEE ELECTRICAL PLAN FOR o� FLOOR MOUNTED RECEPTICLES, PHONEJacksonville, FL 32216 i = JACKS and ETC. I � ; � N � N F7 � � � .' PROVIDE PVC m I I _ � � �'6�49 `� ��'� BE D f► _ / '� OWNS �& N r CONDUIT TO I ■ Ln ' �A�G�� `' ■ � O DETAIL/SECTION NUMBER ■ I AHU AS REQ I ■ N ? _ 1 8 GLG� a6 8 GLC � _= z 9 aJ DETAIL PAGE NUMBER I I '-3' 8'-4 1/2" 61 0 Not Valid for u' J cn _ ■ Permitting V MINIMUM STEP DN DISTANCE ■ I I ■ ■ 2868 Without Color 3068 FL Signature, Raised 41 DENOTES-STEP DN OR ■ I I ■ — «<\� RECESS IN CONC SLAB = r — —n z Seal GIC Date. _ = I = I IO. ATN ■ ■ a I I I 8'CLG FL Lic. No. AA0002&A SLAB 1/8' PERFE MIN I I ■ BE D #� ,n e " r — —n - Fred R. Cheek ■ ■ I I ■ S GLC- I a I I 0�N L - -U VINYL 0 2x6 WALL 27NYL 4'-11/2' 4'-5' 3'-1'4068ABBREVIATIO�15 -IIN R<s �' #2 m� ■� 1 f� ABY ABOVE r I I ,r- r- m RtS ry r- AG AIR CONDITIONER tt r AFF ABOVE FINISHED FLOOR ■ I I ■ — — —ICE F014C Q O OHC — AHU AIR HANDLER UNIT in Ir - BLK BLOCK 4�8 CABS CABINETS B ■ `t ti47� N_Is LREF — - J RANGE ■ `r U GL CEILING LINE `r ■ `n AC ■ KITCHEN wi HOOD 2665 LINT w � CLG CE IL INCz i!1 CHR CHAIR RAIL N - LL e' cL� 7 -5• _ ._ COQ COLUMNED -- ■ 0 \ BE D #4 - VINYL SINK — ■ dJ "-' CID COMP COMPRESSOR I Ir �r �1 ■ 0 �, 8' GLG; [JD Dw ■ LU GRN MLD GROWN MOULDING SINK IL_ Ili_JI ■CVAG CENTRAL VACUUM SYSTEM ■ — — — — — — —_ —_ —_ —_ —_ — _ DBL DOUBLE - J Z DIAD DIAGONAL isJ DR DOOR N O DRY DRYERI I ■ _ I ` DW DISHWASHER ■ U cv (1 EB EYEBROW ■ I I _ +-� FL FLOOR LINE (MAT CHANGE) ■ 11'-1 1/2' 4'-1' il'-7 I/2' 0 Q w FLR FLOOR FP FIREPLACE I I IN IN r-.-; co FR FRENCH DOOR FXD FIXED ■ I I ■ ■ 5' CLGx (P ■ FXT FIXTURE cn GLS GLASS I cv I ci 18'-ro" 21-1- H5 HOSE BIB K5 KNEE SPACE n LAV LAVATORY LT LAUNDRY TUB FL j N MRBL MARBLE ■ ■ ■ L IV f NCS 1=0Y LL � ■ MC MEDICINE CABINET I I T MIR MIRROR S' GLG� � VINYL -11 C14 �tD� - MTL METAL I I HB ATI #3 x ( wH) 3068 OH OVERHEAD HB, e'CLO 61 • OPNG OPENING -�-- — — — — — — — — — — — _ ■ 306 8 VINYL ■ ' OPT OPTIONAL R46 CLOTHES CLOTHES ROD and SHELF ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ JIM ■ ■ ■ ■ � REF REFRIGERATOR — — — — — — — — — — — — — — — 3050 SH 3050 SH I 1 JOB#: m34m5(o z SD SMOKE DETECTOR I I (6'-10112' HDR) (6'-101112' HDR) _ SDLTs SIDE LIGHTS I I DATE: Im/3f�/03 SGD SLIDING GLASS DOOR I 5'-6' 8'-10' 8'-10' S'-6' SH (2) SHELVES (QUANITY) - I -0 -4' I DRAWN: RL Q Lti SHWR SHOWER CMIN) 11 COVEREDII SOAP SOAP DISH 4'x4' PT PORGI-I II ISSUED: TB TOWEL BAR I I TPN TOILET PAPER HOLDER ( 1 I POST CTYP) s' cL� II fI � T45 TUB and SHOWER L— — — — — — — — — — — — — — — — _ - - - - - - --7=—----------7 REVISED: w TEMP TEMPERED TOB TOP OF BLOCK (CMU) 11/12/03 RL ~ TR TRANSOM 6 6. W VOL VOLUME J WC WATER CLOSET WD WOOD WH WATER HEATER WNGT WAINSCOT Q 0 W5 WATER SOFTENER WSN WASHER FOUNDATION = N 1 / I1 11 - 011 � OOR FLAN 1/.411 = 11 _ 0 z o MONOL M41C • Q COPYRIGHT ESPOSITO, CHEEK 4 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC- NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. Q LU Es posito x Cheek z 0 Q • & 0 e a c e s a 1 a z Assoc . c a LL Model oe Inc . 0 acksonviJlle Beach, Florida Architects Lu Q 4540 Southside Blvd. C -- suite 502 Cn Jacksonville, FL 32216 Q Drawing Index (904) 641-6649 LU 0 Sht.No. Drawing Title_ Z 1 Title/Index Blot Valid for J 2 Foundation/Floor Plans Permitting U Without Color Cf)3 Roof Plan/Elevations 20 XHHW AL Signature, Raised CD 4 Electrical Plan/Details . Seal, and Date. z FL Lic. No. AA0002564 METER < 150A 150A PANEL Fred R. Cheek BREAKER Q • 3" CONDUIT XTFRIOR WALL to POLE - f— ELECTRICAL. SERVICE' RISER NTS ONS Bu�lding Code SummaryABBRE��A� ABv ABovE FLR FLOOR spLrs SIDE LIGHTS CODE ENFORCEMENT JURISDICTION: JACKSONVILLE-BEACH PROJECT LOCATION AC AIR CONDITIONER FP FIREPLACE SOGD SLIDING CLASS DOOR AFF ABOVE FINISHED FLOOR FR FRENCH DOOR(S) SH (2) SHELVES (QUANITY) ZONING CODE:THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF JAX BCH CDC, ZONING CODE FOR P11 -� AHU AIR HANDLER UNIT FXD FIXED SHWR SHOWER RESIDENTIAL DISTRICTS INCLUDING MAXIMUM BUILDING= HEIGHT OF THIRTY FIVE FEET (35'). u BLK BLOCK FXT FIXTURE T.B. TOWEL BAR ILt Ulu CABS CABINETS GLS GLASS T.P.H. TOILET PAPER HOLDER Duval CountyWind �eQ d Zo n Qs, CLG CEILING HB HOSE BIB T45 TUB and SHOWER ZONING CLASSIFICATION: RM-I �+ �+. U CHR CHAIR RAIL KS KNEE SPACE TEMP TEMPERED �x coFF COFFERED LAV LAVATORY TR TRANSOM WIND ZONE: 105 MPH 110 MPH 115 MPH 11S MPH 120 MPH (WIND-BORNE DEBRIS) COL COLUMN LT LAUNDRY TUB VOL VOLUME � { COMP COMPRESSOR MRBL MARBLE WC WATER CLOSET LU GRN MLD CROWN MOULDING MC MEDICINE CABINET WD WOOD FLORIDA BUILDING CODE:2001 EDITION FLORIDA BUILDING CODE - FUEL GAS: 2001 EDITION cVac CENTRAL VACUUM SYSTEM MIR MIRROR WH WATER HEATER FLORIDA BUILDING CODE - PLUM5ING:2001 EDITION NATIONAL ELECTRICAL CODE: ISSS EDITION DBL DOUBLE MTL METAL WNCT WAINSCOT DIAD DIACONAL off OVERHEAD WS WATER SOFTENER FLORIDA BUILDING CODE - MECHANICAL:2001 EDITION FLORIDA FIRE PREVENTION CODE:2001 EDITION ' seMruAxr� 1 ' s�OWDL r y DR DOOR OF'NG OPENING WASH WASHER rr DRY DRYER OPT OPTIONAL ! } t g f l�.; DW DISHWASHER Rte CLOTHES ROD and SHELF ASSEMBLY BUSINESS EDUCATIONAL �- q R E [, E I VE EB EYEBROW REF REFRIGERATOR a tY �"�� fi >Y CITY OF ATLANTIC BEACH FL FLOOR LINE (MAT.CHANGE) SD. SOAP DISH MECANTILE RESIDENTIAL lR-�) FACTORY INDUSTRIAL D?3�7 g ;, BUILDING & ZONING Occupancy n INSTITUTIONAL (UNREST) INSTITUTIONAL (REST) STORAGE ¢� ^� S S —t—' rtxg y:�s ` ` �' ROOT= ,4 BL HAZARDOUS MIXED OCCUPANCY •• N/A Z y� DEC 4 2003 (PER FBG 104.2.1.1) •• P: INDICATES PRIMARY OCCUPANCY, S: INDICATES SECONDARY OCCUPANCY TYPE I TYPE IV (P) TYPE V (UP) BY; F , .i ROOING SYSTEM: ASPHALT SHINGLE OVER HIGH SLOPE ROOF (4:12 OR GREATER) TYPE II TYPE IV (UP) TYPE VI (P) Construction 1, g- , MATERIAL: FIBERGLASS REINFORCED HVY WT ASPHALT ROOF SHINGLEType TYPE III TYPE V (P) TYPE VI (UP) 1, _ • W/ ONE LAYER OF UNDERLAYMENT FELT. MIXED CONSTRUCTION •• r ? _ _��� � I '^ r €f I t .a :t. � r .. � - �-- JOB#: 034056 FASTENING REQ.: FOUR (4) ROOFING NAILS EACH SHINGLE, PER SHINGLE P: INDICATES PRIMARY CONSTRUCTION, S: INDICATES SECONDARY CONSTRUCTION azcnxxarrnav kr ; �, MANUFACTURERS WRITTEN SPECIFICATIONS SPRINKLED: YE8 NO FIRE DISTRICT: YES NO `: 14' 1 DATE: 10/30/03 z aEf Bull Hei t APPROX HEIGHT AFC: 14'-0' MEAN ROOF HEIGHT AFF: 11'-4" """"" : r'; ; r �t� APPROVE DRAWN: RL dinggh ,,... FLASHING REQ.: CORROSION RESISTANT METAL FLASHINGS INSTALLED 1st LEVEL A/C: OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA PROJECT LOCATI OF ATLANTIC EACH 1366 "' BUILDING QIC E CHKD: PER DETAILS, SEE SHEET A10. Building Area 2nd LEVEL A/C: OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA � Q NA DEC 16 200 1ssuED: WIND RESISTANCE RATING: 110 MPH OR GREATER, AS PER ASTM D 3161 (MODIFIED). 3rd LEVEL A/C: NA OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA �;,�,: � `W TOTAL A/C: 1366 LANAI/PORCH/GARAGE: 1g8 01 REVISED: LU ENTRY: NA .0 7 14 21 MitesLU ~ STORAGE 18 j TOTAL UNDER ROOF: 1582 Q Lot Area GROSS AREA: NA WINE) ZONE LOCATION 1 IA_f= NTS Cn PROJECT LIES IN THE 120Mf=H ZONE. Q O Z 0 FILE COPY Q • Q COPYRIGHT ESPOSITO, CHEEK a ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC_ NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. THIS DOCUMENT IS AN STRUCTURAL GENERAL NOTES NGINEER'STSERViCE FOR OTHERS FOR CON- STOP LATH AND SEE ST1 FOR VERTICAL WALL CONNECTION, STRUCTION OF PROJECT 0 0 E STUCCO CORNS AS TITLED BELOW. C. STOP LATH AND 'BEAD V BELOW 4" CONIC SLAB W/6XroX1 RIE WWF INFORMATION DERIVED 4" CONIC SLAB W/ R BARRIER WWF SLOPE 3/4" X 12" 5!~E STI FOR VERTICAL WALL CONNECTION, FINISHED FLOO OVER 6 MIL VAPOR BARRIER OVER 2001 FLORIDA BUILDING CODE IFBC) OVER 6 MIL VAPOR BARRIER OvER � STUCCO CORNER CLEAN;WELL COMPACTED, TREATED FiLL FROM THIS.INSTRUMENT CLEAN, WELL. COMPACTED, TREATED FILL EXP.JOINT AT GARAGE DOOR. BEAD 1" BELOW ASCE 1-es 4"CONC SLAB W/rPx6><I0/10 Wap MAY BE USED ^__ . CAN NOT BE USED FOR. 1991 NDS FINISHED FLOOR OVER 6 MIL VAPOR BARRIER OVER As BRICK LEDG -- OTHER WORKS UNLE55 VARIES " •.. �--- +-=-=-'-- „--=_ E_CLEAN,W LL COMPACTED, TREATED'FILL SLOPE GRAD ,AUTI-IORIZED BY TF-lE --1�'• _ 4" GONG SLABW/roX6Xl0/10 WWF SLOPE ---------- III - �r-'=�== i== - (II"4 REBAR CONT. �+ HEADER COURSE r=NC-4INE1=R WITHOUT GENERAL. __ _=I II i=IIII — DIMENSIONS ARE INFRINGEMENT OF LEGAL _ OVER 6 MIL VAPOR BARRIER OVER .4.Desi n is void after two ears from ort incl date of issue, unless updated to acceptable codes and practices at that time. �• CLEAN,WELL COMPACTED, TRE TED FILL GRADE �I MM. DISTANCES I_ I I 9 y g p p p 1 II I I I IIII =VIII I I1= $ DIMENSIONS ARE X1111.==IIII- 1 STORY R(CsNTS. -IIII= III—IIII= - _ IIII'=IIII;-III( _ r- _y_T L��j_j-L��-r'�u' .� _ r -,I II CLEAN COMPACTED N _ ro" MIN.DiSTANCES 9LI Do not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are found between plans. i - :.', — — _ (J I I • SAND Fill _111 —I 2 STORY G-All details shall be in accordance with instructions from manufacturer or designer. 1-STORY * �'-'" _- 1 STORY W1 2 OR LESS COURSES, E DE SGRIPTION D All temporary sharing,shall be the responsibility of the contractor. _II — i—I I •.` (� =I ;„IIII-IIII^ t4 61 • ' '' • POUR STEMWALL SOLID OR USE 10'x20 FTN'G 1 I=1 I I I=1 III =III 1—III III (2Y'5 OR(3)04 CONT.- 2-STORY I I i I� _ _ =I _ro MIL VAPOR BARRIER -W/O BRICK _ 16° — ® CORNERS a 48"?o/c TH�REA TNER 04 DOWELS LS 2 FOWNP T�or•L I—I I I-- I I=1 I I I— 11-1 I I 1111 - I—_I 1 11=11 11=!I II =1 111= I l i=1 I I ALL DOWELS TOP a BOTTOM,EMBED i STORY,” _ _ W/ BRICK 3 A.This design has been completed in accordance with pertinent standards, recommended design soil parameters, and accepted —III20.. —IIII=1 I —1 I I I= 12" (i 64 CONT. ,:I III III=I I MINIMUM b" INTO FOOTINCs /12" INTO SLAB - —III —I i I I--I (G,=�T ALL DELLS w/REiNFOi�CEMENT) engineering design procedures, and is based on the best information available at the time of completion. The design is intended 2 $TORY) t sToraY FOOTING slz� • MAX. STEMWALL HEIG1-1T: (5) 4 _ to minimize differential movement resultingfrom the heaving of expansive soil or settling of subsurface soils. It must be recognized Woo BRICK a"WIDE ou nr4 CONT. 8" COURSES WALLS > (5)8" I STORY FOOTING SIZL g p g W/BRICK 20"-WIDE(INCLUDING LEDGW W/(3)04 W/O BRICK 16"x8"W/(2P4 CONT. p g y q pp TURNED DOWN EDGE ADDITIONAL S HIGH REQUIRE that foundation components will undergo movement. An subsequent owners shall be a raised of the soil condition and advised to w/BRICK 20''x8"wi t3�4 OR(2)09 CONT. ?�-� ADDITIONAL ANALYSIS a maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and /� pp p 'I I �O Wio BRICK I6"WIDE W1(sr-4 OR(2A,CONT. REINFORCEMENT. 2 STORY lo 5E AR I NG STE I DOWN w/BRICK 24"WIDE(INCLUDING LEDGE)w/(4r4 OR(3)5 W/O BRICK 20"x10"W/(3)'4.OR(2n CONT. finish work above the floor slabs, etc. !°b Design .has been based on anon-expansive soil with an allowable soil bearing capac(ty of?mom piP. Active FFP= 30 pcf (level backslope). *' �t I W!BRICK z4"x1m"w/(a�'a o»(3�'5 CONT, C.Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to the floor i TYPICAL FOUNDATION�i�f� DETAIL i l- i T'�'�'I CAL FOUNDATION DETAIL system above or adequately braced to prevent damage to the wall.. - D,Refer to the Geotechnical Engineer's report for all soil requirements for this site. E.All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall. SEE STi FOR VERTICAL WALL CONNECTION. F,The location of foundation Jogs, steps and top of wall elevations and connections are critical to foundation performance. These items 4" CONIC SLAB W/6X&X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER �� MAX. 2 COURSES are shown an the plans but may change during the actual construction. As a result, this design can not address proper foundation 5 1/2 CLEAN,WELL COMPACTED, TERMITE 4 CONC SLAB W/ 6X&XI0/10 WWF 5 1/2" WIDE CONC.91LL TOP AT MAIN ABOVE SLAB LEVEL. SEE STi FOR VERTICAL i configuration unless stated s ecificall on the drawings, TREATED FILL - OVER , MIL VAPOR BARRIER OVER �'���� g p y g WALL CONNECTION. CLEAN, WELL COMPACTED,TREATS FILL STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR STUCCO CORNER VARIES; MAX 5 1/2" (WEIGHTS EXCEEDING (U"4 CONT. IN SOLiD GROUTED CONCRETE: N : = = ==;-L< �_= ..�_r� BEAD 1" BELOW WIDTH REO ADDITIONAL ANALYSIS) U-BLOCK COURSE ■ VARIES ' �- =----- :' : % -_ _ FINISHED FLOG " Ft rstSou rce A,Detati reinforcement in accordance with ACI 315-90 (Revised 1988), Detailing Manual, Minimum concrete cover. for reinforcement _ _.__9�� "; _— ... - ;.•::'; _— 4 CONIC SLAB W/6x6x10/10 WWF TYPICAL SLAB _ =IIII=I I i I 'I I —_ I ' --1I I I„—rI I I I=III, OVER fo MIL VAPOR BARRIER OVER TYP.VERT. _ OfJacksonville shall be as follows: _ — —' _ BARRIER CLEAN,W LL COMPACTED,TREATED FILL 1) Concrete cast against earth 3” =III I=IIII= IIII=IIII—IIII= IIII=_-- =1 — — _ _ — _ T Designcenter,lne. `— ro MIL VAPOR REINF - - — 2)Formed concrete exposed to earth or weather 1-1/2" IIII=1 I l i—i I i I=1 I I I=IIII=11 I I I I I=f I I 'IIII _ Ial i I-I I.I I�'I i 11= __ _rl=l I I I—II I _ _ SLOPE GRADE -� —" ___ ................. 3) Interior slabs, walls 3/4" =IIII=IIII= I II I=III I— —IIII= $�� _(1)•4 CONT_^I CLEAN COMPACTED =IIINEII114111 I I TYPICAL FOOTING - SEE i/aT2 FOR 550 Roosevelt Blvd B,Minimum compressive design strength of concrete used for foundations and slabs shall be 2°M psi• -6 29 days. I=III IIII=III('=IIII • . • SAND FILL =I I—=fill==IIII SIZE/REINFORCEMENT C.Reinforcing steel shall conform to ASTM A615, grads 40. I _ _ Jacksonville, Florida O.Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars shall be used. 1111:=1 I I 1-1 I I IM111-111P— I k IM 1 '.l I I 11I 1=1 i I I 32244_ ` Mtgimum lap of.reinforcing shall be 40 bar diameters, but not less than 20". E.All concrete operations, including but not limited to mix design,mixing, transporting, placing, reinforcing detailing and placing, curing, p DOWN TYPICAL FOUNDATION ,: IIII_ Tel 904:172-6100 and testing shall be done in accordance with the requirements and application of ACI 301-94 (95), "Specifica.tions for.Structural Concrete". STE I - DOWN iMENSIONS AR Fax °J0431.1-2835 ii NON-LOAD SEARING TURNED DOWN EDGE IN.DISTANCES IIII=IIII—IIII--IIII--I) WOOD- 0 . '2 1=OUNDATION AT GARAGE 2OUNI�ATION AT GARAGE A-Framing lumber shall be as follows or better: 2 x Rafters/Beams/Joists 02 SYP IS% M.G. I-Joists Provided by TrusJoist, or equivalent. 4" CONC SLAB W/ &X&X10/10 WUF Engineered Beams Provided by TrusJotst, or equivalent, OVER 6 MIL VAPOR BARRIER OVER Plates +12 SYP 139, M.G. CLEAN,WELL COMPACTED, TERMITE HEADER BLOCK OR OVERLAP SLAB RECESS SLAB 3/4" FOR Studs 02 SPF 19r, M.C. - Typical - Unless Noted Otherwise TREATED FILL 2" • Stud Grade SPF (9io M.G. (2x4 up to S'-i I/S", one story residence only except partially enclosed structures) FORMED � CAST e 11/21, THRESHOLD • FROM 115.AII nails shall be, type 'Gonion unless noted otherwise. Options to using common nails are as follows: STEP DOWN I-1/2" DEPTH = STUD + 1 BL1/4" CK) 12d=10d=0.131"x3" Gun Nails �� VARIES RECESS SLAB 3/4" FOR SGD . BLOCK) • Sd-0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3. I.E.: ad w ro /12 0% becomes - 4" CONIC SLAB W/6X6X10/10 UAJJF p p OVER 6. MIL VAPOR BARRIER OVER .0999"x2 1/4" o 4"/8"o/cJ =""• ' Q-Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE '1-9s, - - I-1I I I=I I TYP• SLAB CLEAN,UJ LL COMPACTED,TREATED FILL =IIII=IIII I' I=III(=I I T�'P. SLAB . • li WIN=- _ ISI I I ISI I -- `III 1-1 I l- and/or t991 NDS 1 _ ' referenced above. Ail sheathing must be nailed or screwed a adhesives SHALL NOT be used in place of nailing. =IIII= :,•_ _ -'II=IIII—IIII= =Illi= i1III IiII=IIII=IIII CLEAN COMPACTED =IIII=IIII=IIII IIII=IIII=IIII M Metal connectors to be provided by SiMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of _ — _IIII=III YPICAL FOOTING LEN O PACTED =)III=III 1=I i i I —--- _ _ _ _ I— SAND FILL RC� specified.,.components. _ — - l2J"4 CONT. - 1-STORY — TY AL OTi� /REINFiORGEMEN E-All exterior walls to be sheathed with min. 1/16" O.S.B. with 8d a ro" o.e. along panel edges, 12" o.c. in yield (s" with partially enclosed IIII—IIII=IIII= .I I I Ir IIII =1 I = (2)S OR(3?4 CONT.FOR _ I I 1 I I i I 1=IIII �R SIZE/ =1 I I 1—Ilii I I i Iii l=1 111-1 i6" I l III 12-STORY LT �IORCEMENT structures),except as noted on Structural plan.FEngineered componets (trusses, i-Joist, etc.)shall be installed per manufacturers specifications a direction. — _ 1 STORY - = = IIII G-AII permanent bracing of trusses with continuous lateral braces shall be diagonally braced per HIB-9t spaced not more than 16 feet o.c. and. iTYPICAL FOUNDATION ,L —II II=III ' '—IIII= not more than 4' from end of continuous lateral brace. 2 STORY — III-- —IIII_ IIII—IIII—IIII=1111-1I •� STEEL INTERIOR SEARING <1 0, IIII=I(Iirilll= IIII=IIII TIMI- A.Dotal], fabricate, and erect steel according to RISC 12 STEMWALL STEL' DOWN 3 I=OUND- �� �-�-�- FOUND. AT S,G.D, "Specification for the Design,Fabrication, and Erection of Structural Steel Buildings", 9th edition. B.Structural steel shall be: LL Except as below A51'1"(•A3ro 4" CONC SLAB W/6X&Xi0/10 WWF HOLD HDR.SLK. Pipe ASTM A53, Type E or 5,Gr, B OVER 6 MIL VAPOR BARRIER OVER TO OUTSIDE Tube ASTM A500 � MARBLE SILL CLEAN,WELL COMPACTED,TERMITE C.All bolts shall be A301 unless noted otherwise. TREATED FILL 1 1/2" 0,Ail welding shall be by a certified welder. • $" MAY VARY TILE i-1/2" • TYP.&LAB �. HAND TOOL ALL CONTROL JOINT _ MASONRY- (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE 4" CONC SLAB W/6X&X10/10 WWF A,Concrets block.shall have a minimum compressive strength, f'm of 15"psi, Masonry shall be laid up using type S mortar only. PLAN) IS WORKABLE OVER 6 MIL VAPOR BARRIER OVER CLEAN,WELL COMPACTED, TREATED FiLL . . "� ' � ' Any masonry in contact with earth shalt be grouted full. Grout shall have a minimum compressive strength of 30W Pat. =1 I I I--=1 I I1=1{ll III=1 I I I l B Ail concrete masonry operations, shall be done to accordance with the provisions of the latest appitcable recommendations of the o ,r' - ' -----`-�-- -- i—I I(I=III -- =I 111—_Ill IEEE ACIManual of Standard Practice. f m". . • . .I _ �IIiI-IIiI�IIII 1111=IIII-1111 C.Lap all vertical reinforcing a minimum o 2 D Provide iorizontal joint reinforcing at 16" o.a vertically. Reinforcing wire shall conform to ASTM AS and ASTM A161 TYPE 304. I I —I I I ( • • =IIII=III=1i II TYPICAL FOOTINGS - SEE IJST2 (� 11111111 -IIII-" S'ZE'RE1NF°RCE"tSIl--ll TYPICAL FOUNDATION l I iI III I I I I'I IIII MIN, II=�Ii��� ..�'• •'—IIII= �I— � 13 SUN<EN 5HOWER DETAIL CONTROL JOINT _ IIII--IIII=1111—IIII—II c4� --� ti �. FOUND. AT DOOR Silal 4 FOUND.. AT DOOR SILL DRAWN eAM,RW CHECKED LAP STANDARD FOUNOATIOi�! DETAILS SCALE NOTED DATE 1/11/02 1" AIR SPACE JOB NO. STANDARD (1,'4 x 2'-0" OVER TRUSS DETAILS MUST PASS THROUGH 8 xs CHASE IN BRICK VENEER •s A LEVEL BELOW GONG.BLOCK STEM y� +� } y� /- EXTEND FLASHING BELOW SHOE PLATE SLOPE ---------- __ _ - WALL. -o u l�moi, `, 01 I N©.�V! /r SHEAT�NG FLUSH W(1 H E FOUNDA�ON. M(POLYOR PA51SING GROUT AROUND SOLIDPIPS GRADE PULL ALL INTERIOR WALL DIMENSIONS ' I ' � FROM OUTER EDGE SLAB. WEEP HOLES a 48" O/C ^ - GROUT SOLID W o o V(sr t I C a I C o n S t r u C t I o I�1 Q CLEAN COMPACTED — - AROUND PIPE d�f%•:� , 3/4 (NOM.) STUCCO OVER LATH 8 PAPER _ SAND FILL I I=I •:�.. • :�... :e.. III^ Z ,.� �J S" MIN. - DEEPEN ,s• W « ; .,- Shown atop Foun6a t I on 1/4" GAP BETWEEN SHEATHING a CONCRETE � FOOTING F CHASE TYPICAL FOUNDATION .. TYPICAL FOOTING - SEE 1/ST2 = ��iu � - •41 4 'LOCATION AS REGI'D TO I=i :>• ;:• - FOR SIZE/REINFORcEME �W .3 .r I I I for I t �.j PROVIDE PROPER wood, FOOTING DEPTH. I — �{`s `� � ••:t�/'s - _ LU STUCCO STOP' GRADE I ' I /t / ICF ®fes ateI� S t f O t u1°` l LIGHT COAT MASONRY "DRESSING" TO FILL . FILL VOID BETWEEN 13Rl UTILITY I-tA 5 UTILITY Ci1-t�tS N, � �I ., ����X\�• BLOCK VOIDS AND/OR HONEYCOMBS 111 B VENEER t FOUNDATION Dj 5 WALL W/MORTAR OR Vertical conatruct I®n GROUT,FILL SOLID FROM FLASHING O UNDERSIDE OF v �1 PLAN acceptable 5-ee STl For a , i UN STUCCO TAI U �O DE L Bi�IC< DETAIL. SPeC i F i OS. 15 14 MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET THESE DETAILS ARE iNTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE STUCCO ADDENDUM BRICiK ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS ;ST2t' M5TA24 W/(9)10d/ENDA ON STUD (2)2x4 02 SYRBLOCKING(TY P) OVERHANGS IN EXCESS OF 16"AND UP TO 24" THIS DOCUMENT 15 AN A55EMBLY(TYP 4 m HEADER 4 ®SILL 1 USE 2x4 SYR OUT LOOKER AT 16"o/c CLIP TO _ APPROVED TRU55-TO-i2 CONNECTORS UPLIFTS > STUD WALL SPECIFICATIONS UPLIFT(LBS) _ CONNECTION 1000 SEE ABL.TOP PL.WITH 12JH5 W/lBJSd.OVERHANGS I STRUMENT OF 1/16" A.P.A.OR TECO RATED -0-465 _ (1)H5 W/(4)ed/END __ E HT.!FT) STUD SCHEDULE Z I6" OR LESS USE 2x4 SYR OUTLOOKER AT 24" ENCsINEER'S SERVICE SHEATHING ON ROOF DECK STRUCTURAL 0-�45 -ll)N8 lU/(5)loci x 1_1/2"/END PLS 0-9'-1 1/8" 2x4 'Z SPF 5TUD5 m 16" O/G HEADER PER STRUCTURAL PLAN • ALL FRAMING MATERIAL TO BE BLOCK SHEATHING EDGES o/e T 11H5 W/18J8d WITHIN 4' OF GABLE TRUSS FOR OTHERS FOR CON- WITH 8d NAILS AT 4" O.C.AT -465-930 /2)H5 W/!4)8d/END/EA. 0=10=1 1/8_" _�x4 r2 SPF STUDS 12" O/C = �2 57P EXCEPT A5 NOTED. "2 SPF ASTEN SHEATHING TO FRAMING AT 3 o/c STRUGTION OF PROJECT N MAY BE USED I.L.O. •2 SYP ONLY „ ALL SUPPORTED PANEL -- 2x4 '2 SYR STUDS 9 12"O/C ON EDGES,6 o/c IN FIELD W/8d. AS TITLED BELOW. 145-1000 (2)NB W/(5)loci x I-1/2"/END/EA. 0-111-1 1/811 EDGES AND 8" OG. IN FIELD. - - -- __ 2x6 •2 SPF STUDS s 16"O/C IF BOTt I SIDES OF FRAMING IS (6J 1-1/4"GALV.ROOFING 0-1000 _(1)H16/HI65 lU/t-10)loci x 1_I/Z" TO TOS-PLA NAILS 0 EACH SHINGLE TO 0-1000 (I)MT512 W/(1)10d x 1-1/2"TEND 0-��8 2x6 1 SPF 5TUD5 m 16"O/G 51�EATNED. SHEATING SUJB FORMATION DERIVED FROM THIS INSTRUMENT PURLIN BOTTOM CHORD OF ALL ® APA RATED SHEATHING TO CAN NOT BE USED FOR TRUSSES WITH 1x4 SYR NAIL THROUGH A.P.A.RATED SHEATHING MATCH ROOF SHEATHING OTHER WORKS UNLESS TRU55-TO-i2 CONNECTOR SEE PERPINDICULAR TO TRUSSES ® INTO NO,2 SYR FRAMING W/8d AT 3" TRUSS 5GHEDULE FOR PRE-ENGINEERED ROOF 24" O/C w/(3)10d NAILS AT O.C.AT ALL EDGE5 AND INTO EACH PLY AUTHORIZED BY THE CONNECTOR TRUSS OR RAFTER EACH TRJSS - UN.O. OF EACH DOUBLE INTERIOR PLATE, 12" Ul h UJ O.G.ELSEWHERE. 2x'2 SYR DBL .TOP PL.(SLOPED) JOF GAL •� SPH4/6/8 32"O/C QS FOR OTHER UPLIFT HARDWARE INFRINGEMENT WOOD•Tie RODS m 4' O/C AND CONNECTIONS,SEE TYPICAL OPTIONAL 2X - USE I/2"DIAMxe" A.B.'$ w/3x3x1/8" WASHERS. WALL SECTION AND TYPICAL VIN" APA.RATED SHEATHING WITH R G T5- W/2"xN SQUARE USE 1/2"WASHERS m 32" O.G. HEADER FRAMING DETAIL. tad NAILS m 6" o/c ALONG ALL PANEL E DESGRIf=TION EDGES AND 8" o/c IN FIELD. BLOCK I/2"GYP ALL EDGES!CONTINUE STUDS 4 SHEATHING 1/2"0 x 4-1/2" EMBEDMENT WEDGE (2)2x4 02 SYR AT DOUBLE INTERIOR TRUSSES/RAFTERS FOUND TO UNDERSIDE OF OUTLOOKERSJ ANCHORS OB EPDXIED ALL SILL (TYP) SILLS/PLATES/BLOCKING,NAIL SHEATHING TO BE ORIENTED PERP. BAM 12.6,02 LINTEL COURSE W/lir5 STEEL THREADS +a 32"o/c W/2x2x1/8" FIRST PLATE TO SECOND PLATE W/ TO FRAMING MEMBERS,UNA. CONT HORIZ CEILING HEIGHT VARIES RAFTER-TO-E CONNECTOR$ WASHERS OR WOOD•Tie RODS 9 (2)ROWS 12d COMMONS AT 8"O.C. 2 LENGTH CONNECTOR 02 SYR PT BOTTOM E w/ 4"o/c.WOOD•Tie RODS B NOT APPLICABLE PURLIN Bor7oM cHORp OF I° SPH4/6/8 0 32' O/C O$ INTERIOR SHEARWALL5 ADD SIDE PANEL HEIGHT TO 0-1' (U HS,HSH16,QB MT512 WOOD•Tie RODS ® 6' O/G. EITHER 24"o/c SHOT PINS QB 16d WIDTH REQUIREMENTS ALL TRUSSES WITH 1x4 SYR 3 PERPINDICULAR TO 4 TRUSSES sa 24" O/C w/!3) CASE HARD NAILS 15"o/c. ANC-44C BOLT(S) h (ft) MIN w loci NAILS AT EACH TRUSS - p II MSTA24 W/C9J loci (2)H5'S O$H8'5 QB �' 2'-1„ UNA. it II MSTA2NAILS/END o EA.SIDE OF 1'-14' ° SEE PLAN FOR LOCATION OF•4 Z OR T PINS (1)"16 QB MT512 VERT.(MAX.SPACING OF 8'OG.) 02 SYP PT BOTTOM FE PER TAIL E/5T1 ° 6" SEND W/MIN.25" LAP 6 1-8 1!2 11 II > 14' SEE PLAN Q.I _ = 5' 1'-5" JACKS 1'AND SHORTER MAY - -2 I/?" STUD ABOVE II II HEADER 4 JACKS TO a ? } II II HEADER USE (4)10d IN LIEU OF TYPICAL WALL TRUSS-TO-E CONNECTION 7f � ' • 11 II PEAK- TO Il': 2x4 STUDS CONNECTIONS: E- 1�n1L y` r y •• TO-STUD, v1 TO 14': 2x6 SPF'2 ./I I i • 6 x 6 WI,4 x W1.4 WWF •° •ALL CONCRETE MINIMUM FINISHrffTr t OR FIBER 1E5H 2500 P51 COMPRESSIVE TO 16': 2x6 SYP•2 v -II STUD-TO-SHOE, GRADE ;f _ STRENGTH a 28 DAYS., WATERPROOF BARRIER SHOE-TO-FOUNDATION FOOTING TO BEAR ON UNDISTURBED SOIL HTT22 W/5/8"0 ALL E 16': 2x8 SYP•2 Yi FOOTING(SEE TYPICAL WALL SECTION) THREAD(5 1/2" NOTE: MASONRY 67EMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED,WITHIN 8" OF EMBEDMENT)(TYP) r, BEARING WALL ENDS AND WITHIN 8"OF POOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR D w y A REINFORCING AND DIMENSIONING OF FOOTINGS. P sTl TYPICAL WALL SECTION 5Tl SUJB - SPECIAL SHEARUJALL DETAIL sTl sTl GABLE END BALLOON FRAMING DETAIL 1aIS. 11-011 Builders •SWi 4 5W2 SHEAR WALLS REQUIRE MIN.48" OVERLAPS Fi rstSou rce W/MIN.(24).131x3"NAiLS m TOP PLATE SPLICES OR(2) 2x4•2 5YP OUTLOOKER M5TA24'e W/(9)10d/END,CENTERED ON EACH SPL ICE. 'OVERHANGS <16" a 24"o/e W/(1)H5 a EACH of Jacksonville APPROVED TRUSS-TO-1`12-CONNECTORS HEADER PER STRUCTURAL . L _ STUD WALL SPECIFICATIONS UPLIFT(L$5) CONNECTION UPLIFTS > O TLHANGS TO TOP CHORD OF GABLE TRUSS 0-465 !U H5 W_/l4J Sd/END 1000 SEE l2 HT.(FT) STUD SCHEDULE ® PLAN OR TRUSS LAYOUT 'OVERHANGS 16" >24" 0 ORD F A H5 ra EAC � STRUCTURAL 0-9'-I 1/8" 2x4-2 SPF STUDS m 16"O/C NAIL THROUGH APA.OR TECO RATED SHEATHINGJTi CJT i BLOCK SHEATHING EDGE9 OUTLOOKER TO TOP CHORD OF GABLE TRUSS 0-145 (U H8 W/(5)10d x I-1/2"/END INTO NO.2 SPF FRAMING PER SHEAR WITHIN 4' OF GABLE TRUSS - - PLAN. _0.10'-1 I/8" _2x4"2 5"f�F 5TUD5 a I2"O/C S0# WALL TABLE FASTEN SHEATHING TO FRAMING 465-930 (2)H5 W/(4)5d/END/EA. 2x4"2 SYR STUDS ® 12" O/C - - 0-II'-1 I/8" - A.P.A.OR TECO RATED SHEATHING FASTENED TO (2 OM BE W/C9JI0d /END AT 3"16" O.C.W/8d NAILS, i 145-1000 (2)H8 W/(5)loci x 1_1/2"/END/EA. 2x6 02 SPF 5TUD5 s 16" O/C FRAMING PER SHEAR WALL TABLE FROM BEAM TO POST BUILT-UP OR BOXED COLUMN MAY - 0-1000 _(I)HI6/HIES W/!10)loci x I_I/2"TO TOj'�L__ 0 2-1T8" 2x6 01 SPF STUDS I6" O/G SHEAR WALL CENTER STRAP s JOINT BE USED IN LIEU OF 4X4 OR 6X6. 0-1000 !IJ MT512 W/(1J 10d x 1-1/2"/END (BLOCK PANEL E ES) 8d COMMON HOLD DOWN � ENDS IN ADDITION UN.O.ON STRUCTURAL l4J.131x3" E QB END A.R.A.OR TECO RATED - 1/16" APA.OR TECO RATED PURLIN BOTTOM NAILING TO TYP.WALL SECTION CA/5T1 4 PLAN. USE 4ply 02 SYR 4$5ply 02 SPF 2x4 Inc. NAILS� N SHEATHING TO MATCH SHEATHING ON ROOF DECK CHORD OF ALL SPACING 5/STI). WOOD•TIE ROD MAY BE BUILT-UP COLUMN ILA 4x4 OUTLOOK TO TOP E. ROOF SHEATHING 6550 Roosevelt Blvd. WITH 8d NAILS AT 4" O.C.AT TRUSSES WITH 1x4 USED IN LIEU of ANY SPECIFIED PT 02 SYR 4x4 P05T GABLE TOP CHORD J1CkSOf1VIIIe,FL 32244 ALL SUPPORTED PANEL SYR DOUBLE STUDS +a EACH END HOLD-DOWN USE 5pl9"2 SYR 48 5ply "2 SPF 2x6 EDGES AND 8" OC. IN FIELD. PRE-ENGINEERED ROO -COLUMNS GREATER BUILT-UP COLUMN ILA 6x6 X l6J 1-1/4" " LV.ROOFING TRUSS GI RAFTER PERPINDICULAR OF SHEAR WALL EDGE FIELD 1-STORY 2-STORY THAN 10'QS THOSE Q 2x L-BRACE ON GABLE VERTICALS AS Tel 904'772-6100 NAILS 0 EACH SHINGLE TO TO TRUSSES +a 24" WALLS >15'LONG:NONE (1>G516 SUPPORTING E SPECIFIED BY TRUSS MANUP.(MIN.2x4'2 Fax 904.317-2835 SHEATIN O/C w/(3)10d I 5W 6 8 REQ'Dt WALLS < 15' LONG: STRAP /' ENGINEERED WOOD > 0 SPF W/6"o/c J31x3"NAILS a MAX 24"o/c). NAILS AT EACH (2)SPH4/6/8 W/1/2"0 x / PRODUCT: USE PT "2 O TRUSS - UNA. HEADER KING STUDS MAY SERVE 4-1/2"EMBED EPDXIED IC SYR 6x6 POST. (UNA. GABLE TRUSS A5 DBL STUDS AT THE ENDS OF (2)•2 SYR TOP le. FASTEN W/l2) SHEARWALL$ ALL THREAD t 3x3x1/8" ON STRUCTURAL PLAN) ROWS loci 12"o/e(UN.O-)MIN.24" LA SPI-141618 6 32"o/e Q9 WA5HER WITHIN 3"OF v TRUSS-TO-IR CONNECTOR SEE W/fiS to 112 LAP. WOOD-Tie RODS W/ STUDS/SPH4/6/8.• I (2I'"1 SPF 2x4 m EA.CORNER TRUSS CONNECTOR FOR WOOD-Ti WASHER 4"o/e ILA.4x4 POST.(3)•2 SPF `n 2x -B GING T MI P D T CLIP END OF LATERAL BRACE TO GABLE CONNECTOR SWI 3 8 EMBED EPDXIED ALL (3>✓516 I 2x4'5 CORNERS DIRECTLY A A POINT OF GAB E "X„ BOTTOM CHORD WITH l2J H5 CLIPS, POST TO SLAB CONNECTION BENEATH BEAM WHEN 6x6 IS B GES iNWA IN.8' 4 AT H EA GABLE BOTTOM CHORD TO TOP fE W/M5TA15 STRAPS WITH ABU44 OR ABU66 W/ R£Q'p• DJACENT TRUS W/(3).131x3" SPF STUDS STUDS PER PLAN THREAD. STRAP W/(1)10d/END A 46"o/c OR.131x3"TOE SPH4/6/8 +32"o/c (12)i(od C 1/2"0x4 1/4" EMBED HTTI6 4 5/8"0x5-1/2" cnMAX "C' IN SPACING: NAILS TO TOP 12 a 3"o/c-STAGGERED AS REQ'D. RAFTER-TO-FE CONNECTORS OR WOOD•T1e (2JSPH4/6/8 W/1/2"0 x 4-1/4'( EPDXIED ALL THREAAD QS1 EMBED EPDXIED < 4/12 PIT = 8'o/e LENGTH CONNECTOR RODS W/3"x3"xl/8" 5W2 3 8 EMBED EPDXIED ALL (1)HTTI6 4 5/8"0 x 5-1/2" - _ ALL THREAD o "2 SYR LEDGER FASTENED x 4/12 <1/12 I CH 6'o/c 1/16"APA.OR TECO RATED SHEATHING W/8d NAILS WASHER s 6"ole STRAPS _ 4'o/c " THREAD W/3x3x1/8" EMBED EPDXIED ALL -- - EACH QS TO 16"o/e STUDS w/.131x3" / >1/12 PITC m 6" O.C.ALONG ALL PANEL EDGES AND 8" O.C.IN CIJ HS,HS,H16,4B MTSI2- WASHER' THREAD. __ _ ALTERNATIVE AS GUN NAILS m EA STUD FIELD. BLOCK ALL EDGES!CONTINUE SHEATHING !2)H5'S Q$HS's QL9 'STRAPPING, fE NOTES: SHOWN ON (TRUSS-TO-LEDGER TO MIDPOINT OF GABLE BOTTOM CHORD) 1'-14' CONNECTORS,CLIPS, o� • STRUCTURAL PLAN CONNECTOR SPECIFIED - !U HI6 QS MT512 1) 5/16" HARDI-PANEL 15 PERMITTED AS SUBSTITUTION ° •o �, BY TRUSS ENGINEER) -� kVS AND/OR WCOD'TIe FOR RATED SHEATHING ON EXTERIOR > l4' SEE PLAN WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. //\/ . /\//\//\/\//\//\//\//\ BEAM ABOVE IF FIRST OUTLOOKER I$MORE LU RODS ARE NOT REQ'D7 \/\ \�\ \/\\�\\��\��\�� 2x4 62 SYR LATERAL BRACE.(3).131x3"\\/ THAN 32',FROM FASCIA,USE JACKS 1' AND SHORTER MAY A.PA.OR TECO RATED � INTERIOR SEARING 2) OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY // / • / //\�/��//.• �1/I6" A.PA.OR NAILS THROUGH BRACE INTO EACH USE (4)10d IN LIEU OF SHEATHING OVER SPF STUDS WALLS SUPPORTING IF SHOUN ON THE FRAMING PLAN. REFER TO DETAIL /\ \ \ \\\ TECO RATED TRUSS BOTTOM CHORD. EXTEND /2nx4'S s FIRST OUTLO R oNLT TRUSS-TO-YE CONNECTION J HOLD DOWNS // // // // //' I SHEATHING,W/ LEDGER t GONNETION SCHEDULE(PER TRUSS) BRACE TO FOURTH INTERiGr2 TRUSS. ONLY FLOOR LOADS. a PER TABLE D/STI. ���\\ \j�\ FOOTING(SEE FOUNDATION I 6"/12"o/c ed �0-116 N& w/(5)NAILS ® EACH STUD. MAX LATERAL BRACING SPACING- -Il FOOTING!SEE TYPICAL WALL SECTION) NAILING - 4 SIDES < 4/12 PITCH ■ Vola MSTAIS STRAP a •' STUD WALLS WITH BRICK VENEER 3)HTT22 SPECIFIED FOR 5WI MAY BE SUE35TITUTED WITH \/ PLAN FOR SIZE) RRVV•1242 15&2-2x812ww/82NNAILS m EACH$TUD. s OPTION: SECURE BRICK VENEER ALL EXTERIOR WALL SHEATHING HPAHD22 W/123A6d �/p � 4/12 <1/12 PITCH • 6'o!c 4S'o/c Q,g.131x3" TO WOOD FRAME ME wl GALV.TIES 0 02 SYR AL 4 TIES/c NAILS B1OToTOM IE W/ E)ROWS OF 10d SHALL B SHEATHING TH ed NAILS AT 6" T 1 R PORCI--I POST 4 � ALT. BOXED � >1/12 PITCH - 4'o/c TOE NAILS VERTICAL O.G.AT ALL PANEL EDGES AND E SHEAR WALL ASSEMBLY DETAIL BEAM FRAMING DETAIL � COLUMN DETAIL TRUSS LEDGER DETAIL sTl GABLE END BRACING DETAIL � 9- 8" O.G. IN FIELD (TYP-UN.O.). 3/4"T4G PLYWOOD - SHEATHING PANELS SHOULD BE ST1 1/2n s It-0u 1/2u=1t-0n 1/Zu=it-011 in=1t-0n 1/2❑ = i'-0o NAIL SHEATHING TO BOTTOM E 6"/6"o/c 10d NAILS t GLUE ORIENTED PERPINDICULAR TO AND BAND BOARD PER REQ'D W/LIQUID NAIL OR EQUAL. FRAMING MEMBERS IF EXTERIOR SHEAR WALL EDGE NAILING. FINISH 15 STUCCO,U.N.O. (2) .131x3" NAILS/TOE-NAILS FROM NAILER TO HDR OR JACK STUD. TRU55 TOP CHORD STRAP ACRO55 JOINTS IN USE 48" STRAPS I.L.O. WOOD•TIE ROO FROM ABOVE, II SAND BOARD W/(1,"iSTA24 SPECIFIED 40" STRAPS HORIZONTAL 2x4 5PF 02 SECURED TO BEAM VIA HTTI6 W/ W/(9)iod NAILS/END IF LOOK DEPTH E 16° BLOCKING STUN TRUSS (18J16d NAILS,MIN. (NOT REQ'D WHEN USING HEADER PER l4llod •a KING WOOD-TIE ROD T TROUGH BEAM SECURED VIA WOOF-TIE ROD t NAIL SHEATHING TO TOPE (1)HTTI6 W/(I8I16d (MAY BE ROTATED PER REQ'p SHEAR WALL _ WOOD•TIE RODS) STRUCTURAL II CONT 2x4 (MAYBE OMITTED IF(U M5TAI8 i5 USED GENTERLIROD BEAM W/ STUD-TO-HEADER, / 180' TO CONCEAL FLANGE) EDGE NAILING PLAN FROM BLOCK-TO BLOCK ACROSS EA.TRUSS) 3x3x1/8' WASHER 4 NUT. �•° EACH END AND ATTACH 2ND FLOOR STUDS 70 FLOOR TRUSS OR I-JOISTS EACH PLY. UPPER FLOOR STUDS TO LOWER \� 10d T 6"o/c FROM ; 16T FLOOR STUDS,CMU,OR - P.T.2x8 W/1/2" DIAM.x&" A.B.'S FLOOR STUDS OR LOWER FLOOR TRUSS-TO-IE AND APA.OR TECO RATED CONT.2x4 TO 2x4 LU FLOOR BEAM W/40" LENGTH W/2"x2"SQUARE WASHERS ID 32" O.G. BEAM WITH 40" LENGTH OF C$16 IE-TO-STUD CONNECTOR SHEATHING W/(I)ROW OF BLOCKING (48" F FLOOR DEPTH " EN 12)"2 SYR TOP E. SCHEDULE FOR SPACING ATTACP FIN OF WINDOW 8d NAILS 3"O.C.AT TOP I HORIZONTAL 2x4 SPF 02 STRAPPING w/(FLOOEND. (INTO HEADER). AND BOTTOM TI BLOCKING BTWN TRUSS r. � - 0516 STRAPS ® 32" O/C W/(11)10 � FASTEN W/l2J ROWS loci CENTERED ON FLOOR SYSTEM CONNECTOR(SHEET STI) TO HDR / NAILER I � d/END (CENTERED ON FLOOR 12"o/c W/MIN.(12)10d IN (INTO HEADER).NO SPH'S SYSTEM)OR USE WOOD•Tie LAP(U.N.O.)MIN.24" LAP Q8 WOOD-Tis RODS a 4'o/c. 2X4 02 5PF NAILER II REQUIRED W/UPLIFTS UP ROOF SHEATHING RODS B V O/C(4'O/C A TO 1000•/TRUSS. IF TRUSS .� S II LINTEL COURSE W/(U 5 ALL JACKS TO HEADER: JACK AND KING STUDS, • II INTERIOR WALLS). CONTINUE $P'r STUDS UPLIFTS EXCEED 1000, WOOD BEAM QUANTITY/SIZE/GRADE/SPECIES STEEL CONT HORIZ REBAR M5TAI8 W/!6)10d IN QUANTITY PER CPLAN. EACH TRUSS MUST BE CjTi }•� HEADER(6)10d IN JACK ON STRUCTURAL PLAN CONNECTED TO THE CONTINUOUS 2x4 SPF n U (3) WOOL/sTIE BEAM CONNECTION ALTERNATIVES OF STUD COLUMN SPECIFICATION 11 ' '' .131x3"NAILS TO EACH TRUSS HEADER,SEE 51 / / ON STRUCTURAL SHEET(51 OR - I/2"0 x 4-I/2" EMBEDMENT WEDGE -----•�- - - -- -----= -- ----- ---- - VERTICAL t � 6"o/c.131x3" 11 t 11 52)THROUGH FLOOR SYSTEM TO r..,.. WWINDOW ENGINEERING SHEET.ANCHORS�EPDXIED ALLTRU55 TOP CHORD / � NAILS TO INTERMEDIATE FOUNDATION AND ADD lU G516 THREADS 0 32"o/c W/2x2x1/8" ION I FASTEN ADJACENT �- BLOCKING.ADD (1)M5TAI8 PER PLY ACROSS FLOOR WASHERS OR WOOD•Tle R005 a KINGS AND JACKS W/(2) �' / STRAP W/(1)10d/END ® EA l3)ROWS OF loci NAILS w SYSTEM(OR WOOD•Tle RODS SEE PLAN FOR LOCATION OF 5 4"o/c.WOOD•Tie RODS A FASTEN ADJACENT KINGS II - -I = CONT.TO FOUNDATION). a I C� VERT.(MAX.SPACING OF V O.G.) INTERIOR SHEARWALLS ADD AND JACKS W/l2)ROWS ROWS OF 10d c 8"O.C. WEE! VERTICAL / } SPLICE (CONT.2x4 MAYBE _ (1)ROW OF 10d NAILS = 8"O.G.,STAGGERED A5 ®� -- 6" BEND W/MIN 25" LAP OF TRUSS / , OMITTED IF(l)MSTAIS 15 USED N • N • 4" O.G.STAGGERED,1 c4 • • SHOUN,EA PLY.EITHER 24"o/c SNOT PINS 12B 16d OF loci s 8"O C. WOOD-TIE ROD ADJACENT / / FROM BLOCK-TO BLOCK T (� P " CASE HARD NAILS T PINS Q TO KING STUDS EACH SIDE / OF OPENING > 6'-0" ACROSS EA.TRUSS) (1)ROW OF 10d NAILS + 6" O.C. • 1/4" OFF 4 OF 2x6. U I / CJ T 1 ' STAGGERED,WITHIN 3/4" OF . 1 /S' • • - o II 1/16"A.PA.OR TECO RATED � CENTERLINE OF 2x4 � OPENINGS GREATER THAN . . I ]�� __•_,^._�_, • ALL JACKS TO BOTTOM 6'USE I/2"0 OR 3/8"0 SHEATHING W/6"/8"0%8d NAILS / / 1 l • _ l Ff i ° ' '• E: SHP4/6/8 PER JACK - BLOCK ALL PANEL EDGES. 2 /2 ° ANCHORS AT 48" O.C.O. / • ' • • ,{), FINISH ( 'n I/4"0 TAPCONS AT 32" O.G. 111111 DPI� t 4 6x6 - WIAxWIAULF I II 11/2" LCL GRADE I^�� } �\. OR FISERMESH _ :f WATERPROOF -ALL CONCRETE MINIMUM TRU55-TC-E CONNECTOR: • ' BARRIER 2500 P51 COMPRESSIVE SEE TRUS°SCHEDULE FOR DOUBLE TOP E OF WALL • STRENGTH +B 28 DAYS., OOTING(SEE TYPE(OTL A 4 B/STI) DR4WN, YES FOOTING TO BEAR ON UNDISTURBED $OIL TYP FOUNDATION �I NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS DETAILS) 5TUCS/SHEAR WALL J i i/2 92 SPF OR SYP 2xro 2 i 5/8" CHECKED LAP (IF USED)WITHIN 8" OF BEARING WALL ENDS AND WITHIN e"OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTION$FOR REINFORCING AND DIMENSIONING OF FOOTINGS. BUILT-UP COLUMN TRADITIONAL METAL CONNECTORS WOODsTfe ANCHORING RODS •2 SPF OR SYP 2x4 PLATE HGTS. UP TO 16'-I 1/8" 01 SPF OR SYP�x8 SCALE 3/16 B MULTI -STORY TYPICAL WALL SECTION BRACING OF TRUSS I-(EELS BUILT-UP COLUMN BUILT-UP COLUMN DATE 8/15/02 sTl TYPICAL WOOD OPENING FRAMING DETAIL - U.N.O. ST1 COVER ire" TALL) AT SHEAR WALLS PLATE IaCaTS. UP TO 12'-i 1/a" FASTER WALL STRUCTURAL ARTHANG-TO-POST PLAN W/MIN 8a�CIES. PLATE PGTS. UP TO 20'-�" 5T1 1/2 = 1'-01, 12"O/C OR GYPSUM-TO-POST W/MIN 5d'o o 411 O/C JOB NO. STANDARD 1/211 = 1'-0" 1/211 = I'-01� 5Q.FT. DETAILS -TYPICAL CONNECTIONS � STUD COLUMNS. JACK-TO-KING STUD MULTIPLE PLY POST CONNECTIONS A55EMBLIE5. CORNER POST. ETC. 1/2t1 = 1'-0u Ililhlll�/w �� f� ROOF SHEATHING SUPPORTED EDGE DETAIL TO BE FOLLOWED AT ALL The WOOD•71e Anchoring Rod System consist ofvertically oriented 1/2"diameter,A307 threaded steel rods f� r NAILING PER PLAN SEE TRU55 ENGINEERING FOR MAX LOCATIONS WHERE EXTERIOR WALL secured to the foundation via an embedment of not less than 4-1/4"into 2,500psi concrete with an edge ' o/c SPACING OF BRACING-SEE RUNS BETWEEN TO PARALLEL TRUSSES. '1r' ,- ul I^� •C , distance of 2"(3"when 2x6 framing is used)and secured with Simpson AT Acrylic-Tie two-part epoxy,or H.I.B. '91 FOR ADDITIONAL TRUSS NO.2 SYR 2x CONT.TO TRUSS 4 ROOF/FLOOR other two-part epoxy with equal or higher allowable tension loads for the identical application two-part epoxy. BRACING INFORMATION. = / n TOP PLATE W/.131x3" - MATCH TRUSSES The rods,a single,continuous rod or rod segments coupled together,culminate directly above the top plate F II 1/4 MAX = „1; 75,- BOTTOM CHORD OF TRUSS EDGE NAILING SPACING OF with a 3"x3"x10ga or 1/8"thick steel washer and nut when:it secures the plates against vertical movement. s. / •v d ' (UP TO A 2x12) SHEARWALL SHEATHING The nut should be tightened until the washer shows the slightest example ofdcfotmation(about 25 lb•ftof ., (EITHER 6"o/.OR 3"o/eJ. torque). At exterior walls,one IVOOD•Tie rod should be installed at each comer post-on the side of the post �('��' r 0}',•.r' �C 1x4 SYR CONT BRACINGP P ,,, w/(2)loci TO EA TRUSS, 2X4•2 SPF with the overlapping upper-most top plate-and at not more than six feet on center there after.Openings ;Or{t�j'f , �i SHEATH TRUSS CLOSEST TO • DO NOT SPLICE - OVERLAP LEDGER w/ greater than six feet in length should have one WOOD lie rod placed at each side of opening.At interior •�t� ti INTERIOR WALL W/1/16" APA OR JOINTS MIN!2)TRUSSES !4).131 X 3" walls,one iVOOD•77e rod should be installed at each comer post-on the side of the post with the �? tU t1�.ht' TECO RATED SHEATHING W/8d � 3"� INTERSECTTO ING other hold-dowH overlapping n ismost resen�paplate-and at not more than WOOD'Tre rod should be four feet on center thereafter.laced at each end of act shear- wall segment ly,ifnoment if the //��/�'`�a �� ���`�\\\\ O.C.AT ALL EDGES AND 12"O.C.IN THE FIELD - BLOCK ALL EDGES vINY- SOFFIT TRU55 P P g tri/1!' 10th (MATCH NAIL PATTERN SPECIFIED end ofthe segment does not coincide with a corner or opening. For two-story walls,walls over i V high,or 3/8"APA MEMBER - certain other applications when a single,continuous threaded rod can't be used,a coupler should be used to FOR SHTN'G m SW BELOW(. 5WI AND USE WHEN l3).131x3" EDGE OF 2x NEED NOT BE 1x4 NAILER w/(2)10d SHTN'G w/6" Sin two or pieces together to create a continuos path from to laic to foundation.The coupler SW2 WALLS ONLY. BOTTOM NAILS s 1 P g P p P P FLUSH W/EDGE OF TOP 12. FASTEN SOFFIT TO +a EA 16" O/G STUD OR OP. 6d CHORDS ON EACH should be low-carbon steel with a cross-sectional area of not less than.20 square inches,ideally 1'/.'long X SHEET 2x FASCIA OR I/4"x2-1/2" TAPCONS OR 8d T4 1x4 TRU-55 OR I l/16".Each rod should be threaded not less than 1/2"into the coupler and the two rods should make contact at " ER 16 ' NAILER t 2x NOT APPLICABLE DIFFERENT MTL FA5C IA 7HRJ. 1(o MAXMA ,9 24"O/G TO BLOCK F Ar�IA HEIGHT$ ON LEDGER or near the middle of the coupler and be tightened so as to prevent the movement of the coupler or either SOFFIT TO 2x FASTEN CHANNEL TO FRAMING, OPPOSITE TO threaded rod. FASCIA w/ SIDING OR MASONARY VENEER w/ ET O.H. SIDES OF BLOCKING. At exterior walls,APA or TECO rated sheathing,or 5/16"Hardi-Panel should be applied to one side ofthe APPv'D NET O.H. APPVV FASTENERS MAX 0 6"o%• WALL, wall.An additional row of 8d nails(6d with Hardi-Panel)should be placed at 6"o/c into the top plate FASTENERS t• (3).131x3" assembly in addition to an other nailing specified for securing the sheathing to the fiame. MAX 6" o/c. OVERHANG DETAIL FOR Y Y g P g g SHEARWALL(SHEATHING t TOENAILS � At exterior wall applications where the IVOOD•]ie Anchoring Rods are used to a)resist roof uplifts,b)resist 1 � 6 CONNECTORS PER PLAN OVERHANGS OVER 16" NET EACH overturning moments,c resist lateral wind loading(perpendicular to the wall and d distribute shear-wail I PORCH GLN'G NOTE: g ) g(P � )� ) OVERHANG DETAIL FOR SHEATH PORCH CLN'G(5)w/ 2x4'"2 SPF BLOCKING TO loads(parallel to the wall),additional intermediate sheat connectors arc required.The intermediate shear O r BLOCKING a SILL PLATE 3/8"APA- RATED SHEATHING connectors may be either 1/2"diameter X 4'/."embedment threaded/epoxied rods or`/2"diameter X 4" OVERHANGS TO 16" NET4 24" O/C. OF EXTERIOR " w/6"/12"o/c 6d OR Bd NAILS. WALL. embedment Powers Fasteners Blue-'Gip Wedge-Bolts,located at or near mid-points between WOOD Tie � BLOCK ALL PANEL EDGES. Anchoring Rods,but in no case more than 48"from any two anchor combinations;or"A"diameter X 1V EXTERIOR embedment TapCon anchors or.163"(or larger)diameter X 1'/i'embedment power-actuated fasteners, `�tw WALL located at or near third-points between WOOD•77e Anchoring Rods,but in no case more than 32"from any NOTE: CONTINUOUS WOOD BRAGING two anchor combinations. THIS INTERIOR SHEAR WALL DETAIL 15 INTENDED FOR USE IN AREAS WHERE THE At each side of the shoe plate joint,anyone of the four intermediate shear connectors outlined in the SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS 15 AN ALTERNATIVE TO preceding paragraph maybe used to secure the plate and prevent horizontal movement.The shoe-piatejoint C CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. TRUSCJ BLOCKING N N fastener should be located within 6"of the joint TRUSS BRACING OVER(-IANC ALTERNATIVES STI ST1 DETAIL exterioThe,tyrloccal maximumallowabletensionloadforeachunitis3,6ist at interior locations and 2,943#at 6Tl ALTERNATE INTERIOR SNE ARWAL L FRAMING sTl maxim mall allowable when icon led as designed. When a n edge distance is used with 2x6 framing the typical maximum allowable tension load for each unit maybe increased to 3,499#at exterior locations. `a 1M11 = 11-011 1/211 = 1'-011 1/ 11 = 1'-011 �/LL -7^7 THiS DOCUMENT IS AN a) `i W W INSTRUMENT Or LU� � � ENCzINEER'S S`RvICE ' 0 Q FCR OTHERS FOR CON- an U = STRUCTION OF PROJECT -1 l'3 NAL A5 TITLED BELOW. z >- INFORMATION DERIVED FROM TH 5 INSTRUMENT O Z O CAN NOT BE USED FOR W 0N aQ OTHER WOR<S UNLESS U ow " W Z3 AUTHORIZED BY THE 0 Z ENGINEER WITI-TOUT O �1 ul p INFRINGEMENT OF LEGAL RIG!-QTS. 0 iLU Z W W U RE DESCRIPTION w .4 i M:z _ ►- Z 1 Ifl Z Q O W m 2 - 9 LU 3 z O p01 4 - = Q_ m p -C SCA NQS ,a✓C �� i �' W 9- 3050 SH �� i 3030 SH Q CS) E (6'-1011/2' HDR) �_�' (V-1i HDR) e--„-,�.�-„.,gin• _jti ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■.,, � ;, W U Q r- - - - - - - - — — — — - - - - - - - - - - - -� _ Hs I I µg ►- z �1 --}* i W Q NINE 41 r- ST2 ST2 ■ i i ■ 0 `n X I N p J W w O U 71 Q w Z �► ■ f'FaOVIDE PYC I ■ ;,;�\; w N Q n I d e rs CONDUIT TO � �I U O til ' I �a I Fi rstSou rce I J Q 0 6w of Jacksonville 73 I I f 4” �,oNC. ELA13 REINFORCED iJr I C147 -7 1 ^ (L =1TH=R cx6 10/'0 WWM OR I ■ I I I O ■ O - _ - i . F15ER`1E514 ON 6 MIL VAPOR I ■ -- L- U ■ 6550'Roosevelt Blvd. BARRIER OVER TERMITE TREATED, �- ;-; = r� cil _ a} w Jacksonville,FL 32244 LEAN, COMPACTED FI_L• i i i 9 �j m x Tel 904.772-6100 ■ L U ■ N � Fax 904.317-2835 { N n z 3 ■ I I {, ■ cn ::3O I d� ST2 I ■ 572 ■ W O ------- ------- 4 U ; N r I I z N ■ I I ■ ---- I ---- ��_-_Y r----- c, cv � ' I I e � a ■ 668 ,X X v 0 I ` fl -- - ---- I ■ a^ --- ■ li iii II I ' 03'-0' � FO, I I ■ � zzz:z==za=z_:zz_zz=: I I ■ ■ ,�I u u m i 0I 0 'I _ �'I o I h t N X =I — n I 4 �' CIA �. I I ■ ST2 r _ an �1 r a11 � I VI 0 u r 4_3 X O 0 I O to I Snm I ■ ■ ✓ �` �— ST2 I _ O \9 l `� — 1.�, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ` ■ ■ ■ ■ ■ ■ ■ 3'-m VI tl � rl r- - - - - - - - - - - — - - - - - - - - - - - - M6HA33o,3.23 MBHA3.56/,325 0 0 W 1 HANGER I 3050 �� II HANGER X � 0 --� 'r I I (6'-104" HDR) (6'-104}" HDA �t 1 I C 1 1 i t Wi �1 W V 0 C� r 5T2 - 0 I I j1 © Q 8 4" CONI (MIN)• I `I' x ; i ; X Cl N SLAB I c4 ; I; n fJ j POST(T7P) 11 -3 Z "` Z � — - - - - - - - - - - � �- - - - - - � rU U W — �___= THiS DOCUMENT IS AN a) `i W W INSTRUMENT Or LU� � � ENCzINEER'S S`RvICE ' 0 Q FCR OTHERS FOR CON- an U = STRUCTION OF PROJECT -1 l'3 NAL A5 TITLED BELOW. z >- INFORMATION DERIVED FROM TH 5 INSTRUMENT O Z O CAN NOT BE USED FOR W 0N aQ OTHER WOR<S UNLESS U ow " W Z3 AUTHORIZED BY THE 0 Z ENGINEER WITI-TOUT O �1 ul p INFRINGEMENT OF LEGAL RIG!-QTS. 0 iLU Z W W U RE DESCRIPTION w .4 i M:z _ ►- Z 1 Ifl Z Q O W m 2 - 9 LU 3 z O p01 4 - = Q_ m p -C SCA NQS ,a✓C �� i �' W 9- 3050 SH �� i 3030 SH Q CS) E (6'-1011/2' HDR) �_�' (V-1i HDR) e--„-,�.�-„.,gin• _jti ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■.,, � ;, W U Q r- - - - - - - - — — — — - - - - - - - - - - - -� _ Hs I I µg ►- z �1 --}* i W Q NINE 41 r- ST2 ST2 ■ i i ■ 0 `n X I N p J W w O U 71 Q w Z �► ■ f'FaOVIDE PYC I ■ ;,;�\; w N Q n I d e rs CONDUIT TO � �I U O til ' I �a I Fi rstSou rce I J Q 0 6w of Jacksonville 73 I I f 4” �,oNC. ELA13 REINFORCED iJr I C147 -7 1 ^ (L =1TH=R cx6 10/'0 WWM OR I ■ I I I O ■ O - _ - i . F15ER`1E514 ON 6 MIL VAPOR I ■ -- L- U ■ 6550'Roosevelt Blvd. BARRIER OVER TERMITE TREATED, �- ;-; = r� cil _ a} w Jacksonville,FL 32244 LEAN, COMPACTED FI_L• i i i 9 �j m x Tel 904.772-6100 ■ L U ■ N � Fax 904.317-2835 { N n z 3 ■ I I {, ■ cn ::3O I d� ST2 I ■ 572 ■ W O ------- ------- 4 U ; N r I I z N ■ I I ■ ---- I ---- ��_-_Y r----- c, cv � ' I I e � a ■ 668 ,X X v 0 I ` fl -- - ---- I ■ a^ --- ■ li iii II I ' 03'-0' � FO, I I ■ � zzz:z==za=z_:zz_zz=: I I ■ ■ ,�I u u m i 0I 0 'I _ �'I o I h t N X =I — n I 4 �' CIA �. I I ■ ST2 r _ an �1 r a11 � I VI 0 u r 4_3 X O 0 I O to I Snm I ■ ■ ✓ �` �— ST2 I _ O \9 l `� — 1.�, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ` ■ ■ ■ ■ ■ ■ ■ 3'-m VI tl � rl r- - - - - - - - - - - — - - - - - - - - - - - - M6HA33o,3.23 MBHA3.56/,325 0 0 W 1 HANGER I 3050 �� II HANGER X � 0 --� 'r I I (6'-104" HDR) (6'-104}" HDA �t 1 I C 1 1 i t Wi �1 W V 0 C� r 5T2 - 0 I I j1 © Q 8 4" CONI (MIN)• I `I' x ; i ; X Cl N SLAB I c4 ; I; n fJ j POST(T7P) 11 -3 Z "` Z � — - - - - - - - - - - � �- - - - - - � rU U W — �___= M5TA24 W/(9)10d/ENDA ON STUD (2)2x4 02 SYRBLOCKING(TY P) OVERHANGS IN EXCESS OF 16"AND UP TO 24" THIS DOCUMENT 15 AN A55EMBLY(TYP 4 m HEADER 4 ®SILL 1 USE 2x4 SYR OUT LOOKER AT 16"o/c CLIP TO _ APPROVED TRU55-TO-i2 CONNECTORS UPLIFTS > STUD WALL SPECIFICATIONS UPLIFT(LBS) _ CONNECTION 1000 SEE ABL.TOP PL.WITH 12JH5 W/lBJSd.OVERHANGS I STRUMENT OF 1/16" A.P.A.OR TECO RATED -0-465 _ (1)H5 W/(4)ed/END __ E HT.!FT) STUD SCHEDULE Z I6" OR LESS USE 2x4 SYR OUTLOOKER AT 24" ENCsINEER'S SERVICE SHEATHING ON ROOF DECK STRUCTURAL 0-�45 -ll)N8 lU/(5)loci x 1_1/2"/END PLS 0-9'-1 1/8" 2x4 'Z SPF 5TUD5 m 16" O/G HEADER PER STRUCTURAL PLAN • ALL FRAMING MATERIAL TO BE BLOCK SHEATHING EDGES o/e T 11H5 W/18J8d WITHIN 4' OF GABLE TRUSS FOR OTHERS FOR CON- WITH 8d NAILS AT 4" O.C.AT -465-930 /2)H5 W/!4)8d/END/EA. 0=10=1 1/8_" _�x4 r2 SPF STUDS 12" O/C = �2 57P EXCEPT A5 NOTED. "2 SPF ASTEN SHEATHING TO FRAMING AT 3 o/c STRUGTION OF PROJECT N MAY BE USED I.L.O. •2 SYP ONLY „ ALL SUPPORTED PANEL -- 2x4 '2 SYR STUDS 9 12"O/C ON EDGES,6 o/c IN FIELD W/8d. AS TITLED BELOW. 145-1000 (2)NB W/(5)loci x I-1/2"/END/EA. 0-111-1 1/811 EDGES AND 8" OG. IN FIELD. - - -- __ 2x6 •2 SPF STUDS s 16"O/C IF BOTt I SIDES OF FRAMING IS (6J 1-1/4"GALV.ROOFING 0-1000 _(1)H16/HI65 lU/t-10)loci x 1_I/Z" TO TOS-PLA NAILS 0 EACH SHINGLE TO 0-1000 (I)MT512 W/(1)10d x 1-1/2"TEND 0-��8 2x6 1 SPF 5TUD5 m 16"O/G 51�EATNED. SHEATING SUJB FORMATION DERIVED FROM THIS INSTRUMENT PURLIN BOTTOM CHORD OF ALL ® APA RATED SHEATHING TO CAN NOT BE USED FOR TRUSSES WITH 1x4 SYR NAIL THROUGH A.P.A.RATED SHEATHING MATCH ROOF SHEATHING OTHER WORKS UNLESS TRU55-TO-i2 CONNECTOR SEE PERPINDICULAR TO TRUSSES ® INTO NO,2 SYR FRAMING W/8d AT 3" TRUSS 5GHEDULE FOR PRE-ENGINEERED ROOF 24" O/C w/(3)10d NAILS AT O.C.AT ALL EDGE5 AND INTO EACH PLY AUTHORIZED BY THE CONNECTOR TRUSS OR RAFTER EACH TRJSS - UN.O. OF EACH DOUBLE INTERIOR PLATE, 12" Ul h UJ O.G.ELSEWHERE. 2x'2 SYR DBL .TOP PL.(SLOPED) JOF GAL •� SPH4/6/8 32"O/C QS FOR OTHER UPLIFT HARDWARE INFRINGEMENT WOOD•Tie RODS m 4' O/C AND CONNECTIONS,SEE TYPICAL OPTIONAL 2X - USE I/2"DIAMxe" A.B.'$ w/3x3x1/8" WASHERS. WALL SECTION AND TYPICAL VIN" APA.RATED SHEATHING WITH R G T5- W/2"xN SQUARE USE 1/2"WASHERS m 32" O.G. HEADER FRAMING DETAIL. tad NAILS m 6" o/c ALONG ALL PANEL E DESGRIf=TION EDGES AND 8" o/c IN FIELD. BLOCK I/2"GYP ALL EDGES!CONTINUE STUDS 4 SHEATHING 1/2"0 x 4-1/2" EMBEDMENT WEDGE (2)2x4 02 SYR AT DOUBLE INTERIOR TRUSSES/RAFTERS FOUND TO UNDERSIDE OF OUTLOOKERSJ ANCHORS OB EPDXIED ALL SILL (TYP) SILLS/PLATES/BLOCKING,NAIL SHEATHING TO BE ORIENTED PERP. BAM 12.6,02 LINTEL COURSE W/lir5 STEEL THREADS +a 32"o/c W/2x2x1/8" FIRST PLATE TO SECOND PLATE W/ TO FRAMING MEMBERS,UNA. CONT HORIZ CEILING HEIGHT VARIES RAFTER-TO-E CONNECTOR$ WASHERS OR WOOD•Tie RODS 9 (2)ROWS 12d COMMONS AT 8"O.C. 2 LENGTH CONNECTOR 02 SYR PT BOTTOM E w/ 4"o/c.WOOD•Tie RODS B NOT APPLICABLE PURLIN Bor7oM cHORp OF I° SPH4/6/8 0 32' O/C O$ INTERIOR SHEARWALL5 ADD SIDE PANEL HEIGHT TO 0-1' (U HS,HSH16,QB MT512 WOOD•Tie RODS ® 6' O/G. EITHER 24"o/c SHOT PINS QB 16d WIDTH REQUIREMENTS ALL TRUSSES WITH 1x4 SYR 3 PERPINDICULAR TO 4 TRUSSES sa 24" O/C w/!3) CASE HARD NAILS 15"o/c. ANC-44C BOLT(S) h (ft) MIN w loci NAILS AT EACH TRUSS - p II MSTA24 W/C9J loci (2)H5'S O$H8'5 QB �' 2'-1„ UNA. it II MSTA2NAILS/END o EA.SIDE OF 1'-14' ° SEE PLAN FOR LOCATION OF•4 Z OR T PINS (1)"16 QB MT512 VERT.(MAX.SPACING OF 8'OG.) 02 SYP PT BOTTOM FE PER TAIL E/5T1 ° 6" SEND W/MIN.25" LAP 6 1-8 1!2 11 II > 14' SEE PLAN Q.I _ = 5' 1'-5" JACKS 1'AND SHORTER MAY - -2 I/?" STUD ABOVE II II HEADER 4 JACKS TO a ? } II II HEADER USE (4)10d IN LIEU OF TYPICAL WALL TRUSS-TO-E CONNECTION 7f � ' • 11 II PEAK- TO Il': 2x4 STUDS CONNECTIONS: E- 1�n1L y` r y •• TO-STUD, v1 TO 14': 2x6 SPF'2 ./I I i • 6 x 6 WI,4 x W1.4 WWF •° •ALL CONCRETE MINIMUM FINISHrffTr t OR FIBER 1E5H 2500 P51 COMPRESSIVE TO 16': 2x6 SYP•2 v -II STUD-TO-SHOE, GRADE ;f _ STRENGTH a 28 DAYS., WATERPROOF BARRIER SHOE-TO-FOUNDATION FOOTING TO BEAR ON UNDISTURBED SOIL HTT22 W/5/8"0 ALL E 16': 2x8 SYP•2 Yi FOOTING(SEE TYPICAL WALL SECTION) THREAD(5 1/2" NOTE: MASONRY 67EMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED,WITHIN 8" OF EMBEDMENT)(TYP) r, BEARING WALL ENDS AND WITHIN 8"OF POOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR D w y A REINFORCING AND DIMENSIONING OF FOOTINGS. P sTl TYPICAL WALL SECTION 5Tl SUJB - SPECIAL SHEARUJALL DETAIL sTl sTl GABLE END BALLOON FRAMING DETAIL 1aIS. 11-011 Builders •SWi 4 5W2 SHEAR WALLS REQUIRE MIN.48" OVERLAPS Fi rstSou rce W/MIN.(24).131x3"NAiLS m TOP PLATE SPLICES OR(2) 2x4•2 5YP OUTLOOKER M5TA24'e W/(9)10d/END,CENTERED ON EACH SPL ICE. 'OVERHANGS <16" a 24"o/e W/(1)H5 a EACH of Jacksonville APPROVED TRUSS-TO-1`12-CONNECTORS HEADER PER STRUCTURAL . L _ STUD WALL SPECIFICATIONS UPLIFT(L$5) CONNECTION UPLIFTS > O TLHANGS TO TOP CHORD OF GABLE TRUSS 0-465 !U H5 W_/l4J Sd/END 1000 SEE l2 HT.(FT) STUD SCHEDULE ® PLAN OR TRUSS LAYOUT 'OVERHANGS 16" >24" 0 ORD F A H5 ra EAC � STRUCTURAL 0-9'-I 1/8" 2x4-2 SPF STUDS m 16"O/C NAIL THROUGH APA.OR TECO RATED SHEATHINGJTi CJT i BLOCK SHEATHING EDGE9 OUTLOOKER TO TOP CHORD OF GABLE TRUSS 0-145 (U H8 W/(5)10d x I-1/2"/END INTO NO.2 SPF FRAMING PER SHEAR WITHIN 4' OF GABLE TRUSS - - PLAN. _0.10'-1 I/8" _2x4"2 5"f�F 5TUD5 a I2"O/C S0# WALL TABLE FASTEN SHEATHING TO FRAMING 465-930 (2)H5 W/(4)5d/END/EA. 2x4"2 SYR STUDS ® 12" O/C - - 0-II'-1 I/8" - A.P.A.OR TECO RATED SHEATHING FASTENED TO (2 OM BE W/C9JI0d /END AT 3"16" O.C.W/8d NAILS, i 145-1000 (2)H8 W/(5)loci x 1_1/2"/END/EA. 2x6 02 SPF 5TUD5 s 16" O/C FRAMING PER SHEAR WALL TABLE FROM BEAM TO POST BUILT-UP OR BOXED COLUMN MAY - 0-1000 _(I)HI6/HIES W/!10)loci x I_I/2"TO TOj'�L__ 0 2-1T8" 2x6 01 SPF STUDS I6" O/G SHEAR WALL CENTER STRAP s JOINT BE USED IN LIEU OF 4X4 OR 6X6. 0-1000 !IJ MT512 W/(1J 10d x 1-1/2"/END (BLOCK PANEL E ES) 8d COMMON HOLD DOWN � ENDS IN ADDITION UN.O.ON STRUCTURAL l4J.131x3" E QB END A.R.A.OR TECO RATED - 1/16" APA.OR TECO RATED PURLIN BOTTOM NAILING TO TYP.WALL SECTION CA/5T1 4 PLAN. USE 4ply 02 SYR 4$5ply 02 SPF 2x4 Inc. NAILS� N SHEATHING TO MATCH SHEATHING ON ROOF DECK CHORD OF ALL SPACING 5/STI). WOOD•TIE ROD MAY BE BUILT-UP COLUMN ILA 4x4 OUTLOOK TO TOP E. ROOF SHEATHING 6550 Roosevelt Blvd. WITH 8d NAILS AT 4" O.C.AT TRUSSES WITH 1x4 USED IN LIEU of ANY SPECIFIED PT 02 SYR 4x4 P05T GABLE TOP CHORD J1CkSOf1VIIIe,FL 32244 ALL SUPPORTED PANEL SYR DOUBLE STUDS +a EACH END HOLD-DOWN USE 5pl9"2 SYR 48 5ply "2 SPF 2x6 EDGES AND 8" OC. IN FIELD. PRE-ENGINEERED ROO -COLUMNS GREATER BUILT-UP COLUMN ILA 6x6 X l6J 1-1/4" " LV.ROOFING TRUSS GI RAFTER PERPINDICULAR OF SHEAR WALL EDGE FIELD 1-STORY 2-STORY THAN 10'QS THOSE Q 2x L-BRACE ON GABLE VERTICALS AS Tel 904'772-6100 NAILS 0 EACH SHINGLE TO TO TRUSSES +a 24" WALLS >15'LONG:NONE (1>G516 SUPPORTING E SPECIFIED BY TRUSS MANUP.(MIN.2x4'2 Fax 904.317-2835 SHEATIN O/C w/(3)10d I 5W 6 8 REQ'Dt WALLS < 15' LONG: STRAP /' ENGINEERED WOOD > 0 SPF W/6"o/c J31x3"NAILS a MAX 24"o/c). NAILS AT EACH (2)SPH4/6/8 W/1/2"0 x / PRODUCT: USE PT "2 O TRUSS - UNA. HEADER KING STUDS MAY SERVE 4-1/2"EMBED EPDXIED IC SYR 6x6 POST. (UNA. GABLE TRUSS A5 DBL STUDS AT THE ENDS OF (2)•2 SYR TOP le. FASTEN W/l2) SHEARWALL$ ALL THREAD t 3x3x1/8" ON STRUCTURAL PLAN) ROWS loci 12"o/e(UN.O-)MIN.24" LA SPI-141618 6 32"o/e Q9 WA5HER WITHIN 3"OF v TRUSS-TO-IR CONNECTOR SEE W/fiS to 112 LAP. WOOD-Tie RODS W/ STUDS/SPH4/6/8.• I (2I'"1 SPF 2x4 m EA.CORNER TRUSS CONNECTOR FOR WOOD-Ti WASHER 4"o/e ILA.4x4 POST.(3)•2 SPF `n 2x -B GING T MI P D T CLIP END OF LATERAL BRACE TO GABLE CONNECTOR SWI 3 8 EMBED EPDXIED ALL (3>✓516 I 2x4'5 CORNERS DIRECTLY A A POINT OF GAB E "X„ BOTTOM CHORD WITH l2J H5 CLIPS, POST TO SLAB CONNECTION BENEATH BEAM WHEN 6x6 IS B GES iNWA IN.8' 4 AT H EA GABLE BOTTOM CHORD TO TOP fE W/M5TA15 STRAPS WITH ABU44 OR ABU66 W/ R£Q'p• DJACENT TRUS W/(3).131x3" SPF STUDS STUDS PER PLAN THREAD. STRAP W/(1)10d/END A 46"o/c OR.131x3"TOE SPH4/6/8 +32"o/c (12)i(od C 1/2"0x4 1/4" EMBED HTTI6 4 5/8"0x5-1/2" cnMAX "C' IN SPACING: NAILS TO TOP 12 a 3"o/c-STAGGERED AS REQ'D. RAFTER-TO-FE CONNECTORS OR WOOD•T1e (2JSPH4/6/8 W/1/2"0 x 4-1/4'( EPDXIED ALL THREAAD QS1 EMBED EPDXIED < 4/12 PIT = 8'o/e LENGTH CONNECTOR RODS W/3"x3"xl/8" 5W2 3 8 EMBED EPDXIED ALL (1)HTTI6 4 5/8"0 x 5-1/2" - _ ALL THREAD o "2 SYR LEDGER FASTENED x 4/12 <1/12 I CH 6'o/c 1/16"APA.OR TECO RATED SHEATHING W/8d NAILS WASHER s 6"ole STRAPS _ 4'o/c " THREAD W/3x3x1/8" EMBED EPDXIED ALL -- - EACH QS TO 16"o/e STUDS w/.131x3" / >1/12 PITC m 6" O.C.ALONG ALL PANEL EDGES AND 8" O.C.IN CIJ HS,HS,H16,4B MTSI2- WASHER' THREAD. __ _ ALTERNATIVE AS GUN NAILS m EA STUD FIELD. BLOCK ALL EDGES!CONTINUE SHEATHING !2)H5'S Q$HS's QL9 'STRAPPING, fE NOTES: SHOWN ON (TRUSS-TO-LEDGER TO MIDPOINT OF GABLE BOTTOM CHORD) 1'-14' CONNECTORS,CLIPS, o� • STRUCTURAL PLAN CONNECTOR SPECIFIED - !U HI6 QS MT512 1) 5/16" HARDI-PANEL 15 PERMITTED AS SUBSTITUTION ° •o �, BY TRUSS ENGINEER) -� kVS AND/OR WCOD'TIe FOR RATED SHEATHING ON EXTERIOR > l4' SEE PLAN WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. //\/ . /\//\//\/\//\//\//\//\ BEAM ABOVE IF FIRST OUTLOOKER I$MORE LU RODS ARE NOT REQ'D7 \/\ \�\ \/\\�\\��\��\�� 2x4 62 SYR LATERAL BRACE.(3).131x3"\\/ THAN 32',FROM FASCIA,USE JACKS 1' AND SHORTER MAY A.PA.OR TECO RATED � INTERIOR SEARING 2) OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY // / • / //\�/��//.• �1/I6" A.PA.OR NAILS THROUGH BRACE INTO EACH USE (4)10d IN LIEU OF SHEATHING OVER SPF STUDS WALLS SUPPORTING IF SHOUN ON THE FRAMING PLAN. REFER TO DETAIL /\ \ \ \\\ TECO RATED TRUSS BOTTOM CHORD. EXTEND /2nx4'S s FIRST OUTLO R oNLT TRUSS-TO-YE CONNECTION J HOLD DOWNS // // // // //' I SHEATHING,W/ LEDGER t GONNETION SCHEDULE(PER TRUSS) BRACE TO FOURTH INTERiGr2 TRUSS. ONLY FLOOR LOADS. a PER TABLE D/STI. ���\\ \j�\ FOOTING(SEE FOUNDATION I 6"/12"o/c ed �0-116 N& w/(5)NAILS ® EACH STUD. MAX LATERAL BRACING SPACING- -Il FOOTING!SEE TYPICAL WALL SECTION) NAILING - 4 SIDES < 4/12 PITCH ■ Vola MSTAIS STRAP a •' STUD WALLS WITH BRICK VENEER 3)HTT22 SPECIFIED FOR 5WI MAY BE SUE35TITUTED WITH \/ PLAN FOR SIZE) RRVV•1242 15&2-2x812ww/82NNAILS m EACH$TUD. s OPTION: SECURE BRICK VENEER ALL EXTERIOR WALL SHEATHING HPAHD22 W/123A6d �/p � 4/12 <1/12 PITCH • 6'o!c 4S'o/c Q,g.131x3" TO WOOD FRAME ME wl GALV.TIES 0 02 SYR AL 4 TIES/c NAILS B1OToTOM IE W/ E)ROWS OF 10d SHALL B SHEATHING TH ed NAILS AT 6" T 1 R PORCI--I POST 4 � ALT. BOXED � >1/12 PITCH - 4'o/c TOE NAILS VERTICAL O.G.AT ALL PANEL EDGES AND E SHEAR WALL ASSEMBLY DETAIL BEAM FRAMING DETAIL � COLUMN DETAIL TRUSS LEDGER DETAIL sTl GABLE END BRACING DETAIL � 9- 8" O.G. IN FIELD (TYP-UN.O.). 3/4"T4G PLYWOOD - SHEATHING PANELS SHOULD BE ST1 1/2n s It-0u 1/2u=1t-0n 1/Zu=it-011 in=1t-0n 1/2❑ = i'-0o NAIL SHEATHING TO BOTTOM E 6"/6"o/c 10d NAILS t GLUE ORIENTED PERPINDICULAR TO AND BAND BOARD PER REQ'D W/LIQUID NAIL OR EQUAL. FRAMING MEMBERS IF EXTERIOR SHEAR WALL EDGE NAILING. FINISH 15 STUCCO,U.N.O. (2) .131x3" NAILS/TOE-NAILS FROM NAILER TO HDR OR JACK STUD. TRU55 TOP CHORD STRAP ACRO55 JOINTS IN USE 48" STRAPS I.L.O. WOOD•TIE ROO FROM ABOVE, II SAND BOARD W/(1,"iSTA24 SPECIFIED 40" STRAPS HORIZONTAL 2x4 5PF 02 SECURED TO BEAM VIA HTTI6 W/ W/(9)iod NAILS/END IF LOOK DEPTH E 16° BLOCKING STUN TRUSS (18J16d NAILS,MIN. (NOT REQ'D WHEN USING HEADER PER l4llod •a KING WOOD-TIE ROD T TROUGH BEAM SECURED VIA WOOF-TIE ROD t NAIL SHEATHING TO TOPE (1)HTTI6 W/(I8I16d (MAY BE ROTATED PER REQ'p SHEAR WALL _ WOOD•TIE RODS) STRUCTURAL II CONT 2x4 (MAYBE OMITTED IF(U M5TAI8 i5 USED GENTERLIROD BEAM W/ STUD-TO-HEADER, / 180' TO CONCEAL FLANGE) EDGE NAILING PLAN FROM BLOCK-TO BLOCK ACROSS EA.TRUSS) 3x3x1/8' WASHER 4 NUT. �•° EACH END AND ATTACH 2ND FLOOR STUDS 70 FLOOR TRUSS OR I-JOISTS EACH PLY. UPPER FLOOR STUDS TO LOWER \� 10d T 6"o/c FROM ; 16T FLOOR STUDS,CMU,OR - P.T.2x8 W/1/2" DIAM.x&" A.B.'S FLOOR STUDS OR LOWER FLOOR TRUSS-TO-IE AND APA.OR TECO RATED CONT.2x4 TO 2x4 LU FLOOR BEAM W/40" LENGTH W/2"x2"SQUARE WASHERS ID 32" O.G. BEAM WITH 40" LENGTH OF C$16 IE-TO-STUD CONNECTOR SHEATHING W/(I)ROW OF BLOCKING (48" F FLOOR DEPTH " EN 12)"2 SYR TOP E. SCHEDULE FOR SPACING ATTACP FIN OF WINDOW 8d NAILS 3"O.C.AT TOP I HORIZONTAL 2x4 SPF 02 STRAPPING w/(FLOOEND. (INTO HEADER). AND BOTTOM TI BLOCKING BTWN TRUSS r. � - 0516 STRAPS ® 32" O/C W/(11)10 � FASTEN W/l2J ROWS loci CENTERED ON FLOOR SYSTEM CONNECTOR(SHEET STI) TO HDR / NAILER I � d/END (CENTERED ON FLOOR 12"o/c W/MIN.(12)10d IN (INTO HEADER).NO SPH'S SYSTEM)OR USE WOOD•Tie LAP(U.N.O.)MIN.24" LAP Q8 WOOD-Tis RODS a 4'o/c. 2X4 02 5PF NAILER II REQUIRED W/UPLIFTS UP ROOF SHEATHING RODS B V O/C(4'O/C A TO 1000•/TRUSS. IF TRUSS .� S II LINTEL COURSE W/(U 5 ALL JACKS TO HEADER: JACK AND KING STUDS, • II INTERIOR WALLS). CONTINUE $P'r STUDS UPLIFTS EXCEED 1000, WOOD BEAM QUANTITY/SIZE/GRADE/SPECIES STEEL CONT HORIZ REBAR M5TAI8 W/!6)10d IN QUANTITY PER CPLAN. EACH TRUSS MUST BE CjTi }•� HEADER(6)10d IN JACK ON STRUCTURAL PLAN CONNECTED TO THE CONTINUOUS 2x4 SPF n U (3) WOOL/sTIE BEAM CONNECTION ALTERNATIVES OF STUD COLUMN SPECIFICATION 11 ' '' .131x3"NAILS TO EACH TRUSS HEADER,SEE 51 / / ON STRUCTURAL SHEET(51 OR - I/2"0 x 4-I/2" EMBEDMENT WEDGE -----•�- - - -- -----= -- ----- ---- - VERTICAL t � 6"o/c.131x3" 11 t 11 52)THROUGH FLOOR SYSTEM TO r..,.. WWINDOW ENGINEERING SHEET.ANCHORS�EPDXIED ALLTRU55 TOP CHORD / � NAILS TO INTERMEDIATE FOUNDATION AND ADD lU G516 THREADS 0 32"o/c W/2x2x1/8" ION I FASTEN ADJACENT �- BLOCKING.ADD (1)M5TAI8 PER PLY ACROSS FLOOR WASHERS OR WOOD•Tle R005 a KINGS AND JACKS W/(2) �' / STRAP W/(1)10d/END ® EA l3)ROWS OF loci NAILS w SYSTEM(OR WOOD•Tle RODS SEE PLAN FOR LOCATION OF 5 4"o/c.WOOD•Tie RODS A FASTEN ADJACENT KINGS II - -I = CONT.TO FOUNDATION). a I C� VERT.(MAX.SPACING OF V O.G.) INTERIOR SHEARWALLS ADD AND JACKS W/l2)ROWS ROWS OF 10d c 8"O.C. WEE! VERTICAL / } SPLICE (CONT.2x4 MAYBE _ (1)ROW OF 10d NAILS = 8"O.G.,STAGGERED A5 ®� -- 6" BEND W/MIN 25" LAP OF TRUSS / , OMITTED IF(l)MSTAIS 15 USED N • N • 4" O.G.STAGGERED,1 c4 • • SHOUN,EA PLY.EITHER 24"o/c SNOT PINS 12B 16d OF loci s 8"O C. WOOD-TIE ROD ADJACENT / / FROM BLOCK-TO BLOCK T (� P " CASE HARD NAILS T PINS Q TO KING STUDS EACH SIDE / OF OPENING > 6'-0" ACROSS EA.TRUSS) (1)ROW OF 10d NAILS + 6" O.C. • 1/4" OFF 4 OF 2x6. U I / CJ T 1 ' STAGGERED,WITHIN 3/4" OF . 1 /S' • • - o II 1/16"A.PA.OR TECO RATED � CENTERLINE OF 2x4 � OPENINGS GREATER THAN . . I ]�� __•_,^._�_, • ALL JACKS TO BOTTOM 6'USE I/2"0 OR 3/8"0 SHEATHING W/6"/8"0%8d NAILS / / 1 l • _ l Ff i ° ' '• E: SHP4/6/8 PER JACK - BLOCK ALL PANEL EDGES. 2 /2 ° ANCHORS AT 48" O.C.O. / • ' • • ,{), FINISH ( 'n I/4"0 TAPCONS AT 32" O.G. 111111 DPI� t 4 6x6 - WIAxWIAULF I II 11/2" LCL GRADE I^�� } �\. OR FISERMESH _ :f WATERPROOF -ALL CONCRETE MINIMUM TRU55-TC-E CONNECTOR: • ' BARRIER 2500 P51 COMPRESSIVE SEE TRUS°SCHEDULE FOR DOUBLE TOP E OF WALL • STRENGTH +B 28 DAYS., OOTING(SEE TYPE(OTL A 4 B/STI) DR4WN, YES FOOTING TO BEAR ON UNDISTURBED $OIL TYP FOUNDATION �I NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS DETAILS) 5TUCS/SHEAR WALL J i i/2 92 SPF OR SYP 2xro 2 i 5/8" CHECKED LAP (IF USED)WITHIN 8" OF BEARING WALL ENDS AND WITHIN e"OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTION$FOR REINFORCING AND DIMENSIONING OF FOOTINGS. BUILT-UP COLUMN TRADITIONAL METAL CONNECTORS WOODsTfe ANCHORING RODS •2 SPF OR SYP 2x4 PLATE HGTS. UP TO 16'-I 1/8" 01 SPF OR SYP�x8 SCALE 3/16 B MULTI -STORY TYPICAL WALL SECTION BRACING OF TRUSS I-(EELS BUILT-UP COLUMN BUILT-UP COLUMN DATE 8/15/02 sTl TYPICAL WOOD OPENING FRAMING DETAIL - U.N.O. ST1 COVER ire" TALL) AT SHEAR WALLS PLATE IaCaTS. UP TO 12'-i 1/a" FASTER WALL STRUCTURAL ARTHANG-TO-POST PLAN W/MIN 8a�CIES. PLATE PGTS. UP TO 20'-�" 5T1 1/2 = 1'-01, 12"O/C OR GYPSUM-TO-POST W/MIN 5d'o o 411 O/C JOB NO. STANDARD 1/211 = 1'-0" 1/211 = I'-01� 5Q.FT. DETAILS -TYPICAL CONNECTIONS � STUD COLUMNS. JACK-TO-KING STUD MULTIPLE PLY POST CONNECTIONS A55EMBLIE5. CORNER POST. ETC. 1/2t1 = 1'-0u Ililhlll�/w �� f� ROOF SHEATHING SUPPORTED EDGE DETAIL TO BE FOLLOWED AT ALL The WOOD•71e Anchoring Rod System consist ofvertically oriented 1/2"diameter,A307 threaded steel rods f� r NAILING PER PLAN SEE TRU55 ENGINEERING FOR MAX LOCATIONS WHERE EXTERIOR WALL secured to the foundation via an embedment of not less than 4-1/4"into 2,500psi concrete with an edge ' o/c SPACING OF BRACING-SEE RUNS BETWEEN TO PARALLEL TRUSSES. '1r' ,- ul I^� •C , distance of 2"(3"when 2x6 framing is used)and secured with Simpson AT Acrylic-Tie two-part epoxy,or H.I.B. '91 FOR ADDITIONAL TRUSS NO.2 SYR 2x CONT.TO TRUSS 4 ROOF/FLOOR other two-part epoxy with equal or higher allowable tension loads for the identical application two-part epoxy. BRACING INFORMATION. = / n TOP PLATE W/.131x3" - MATCH TRUSSES The rods,a single,continuous rod or rod segments coupled together,culminate directly above the top plate F II 1/4 MAX = „1; 75,- BOTTOM CHORD OF TRUSS EDGE NAILING SPACING OF with a 3"x3"x10ga or 1/8"thick steel washer and nut when:it secures the plates against vertical movement. s. / •v d ' (UP TO A 2x12) SHEARWALL SHEATHING The nut should be tightened until the washer shows the slightest example ofdcfotmation(about 25 lb•ftof ., (EITHER 6"o/.OR 3"o/eJ. torque). At exterior walls,one IVOOD•Tie rod should be installed at each comer post-on the side of the post �('��' r 0}',•.r' �C 1x4 SYR CONT BRACINGP P ,,, w/(2)loci TO EA TRUSS, 2X4•2 SPF with the overlapping upper-most top plate-and at not more than six feet on center there after.Openings ;Or{t�j'f , �i SHEATH TRUSS CLOSEST TO • DO NOT SPLICE - OVERLAP LEDGER w/ greater than six feet in length should have one WOOD lie rod placed at each side of opening.At interior •�t� ti INTERIOR WALL W/1/16" APA OR JOINTS MIN!2)TRUSSES !4).131 X 3" walls,one iVOOD•77e rod should be installed at each comer post-on the side of the post with the �? tU t1�.ht' TECO RATED SHEATHING W/8d � 3"� INTERSECTTO ING other hold-dowH overlapping n ismost resen�paplate-and at not more than WOOD'Tre rod should be four feet on center thereafter.laced at each end of act shear- wall segment ly,ifnoment if the //��/�'`�a �� ���`�\\\\ O.C.AT ALL EDGES AND 12"O.C.IN THE FIELD - BLOCK ALL EDGES vINY- SOFFIT TRU55 P P g tri/1!' 10th (MATCH NAIL PATTERN SPECIFIED end ofthe segment does not coincide with a corner or opening. For two-story walls,walls over i V high,or 3/8"APA MEMBER - certain other applications when a single,continuous threaded rod can't be used,a coupler should be used to FOR SHTN'G m SW BELOW(. 5WI AND USE WHEN l3).131x3" EDGE OF 2x NEED NOT BE 1x4 NAILER w/(2)10d SHTN'G w/6" Sin two or pieces together to create a continuos path from to laic to foundation.The coupler SW2 WALLS ONLY. BOTTOM NAILS s 1 P g P p P P FLUSH W/EDGE OF TOP 12. FASTEN SOFFIT TO +a EA 16" O/G STUD OR OP. 6d CHORDS ON EACH should be low-carbon steel with a cross-sectional area of not less than.20 square inches,ideally 1'/.'long X SHEET 2x FASCIA OR I/4"x2-1/2" TAPCONS OR 8d T4 1x4 TRU-55 OR I l/16".Each rod should be threaded not less than 1/2"into the coupler and the two rods should make contact at " ER 16 ' NAILER t 2x NOT APPLICABLE DIFFERENT MTL FA5C IA 7HRJ. 1(o MAXMA ,9 24"O/G TO BLOCK F Ar�IA HEIGHT$ ON LEDGER or near the middle of the coupler and be tightened so as to prevent the movement of the coupler or either SOFFIT TO 2x FASTEN CHANNEL TO FRAMING, OPPOSITE TO threaded rod. FASCIA w/ SIDING OR MASONARY VENEER w/ ET O.H. SIDES OF BLOCKING. At exterior walls,APA or TECO rated sheathing,or 5/16"Hardi-Panel should be applied to one side ofthe APPv'D NET O.H. APPVV FASTENERS MAX 0 6"o%• WALL, wall.An additional row of 8d nails(6d with Hardi-Panel)should be placed at 6"o/c into the top plate FASTENERS t• (3).131x3" assembly in addition to an other nailing specified for securing the sheathing to the fiame. MAX 6" o/c. OVERHANG DETAIL FOR Y Y g P g g SHEARWALL(SHEATHING t TOENAILS � At exterior wall applications where the IVOOD•]ie Anchoring Rods are used to a)resist roof uplifts,b)resist 1 � 6 CONNECTORS PER PLAN OVERHANGS OVER 16" NET EACH overturning moments,c resist lateral wind loading(perpendicular to the wall and d distribute shear-wail I PORCH GLN'G NOTE: g ) g(P � )� ) OVERHANG DETAIL FOR SHEATH PORCH CLN'G(5)w/ 2x4'"2 SPF BLOCKING TO loads(parallel to the wall),additional intermediate sheat connectors arc required.The intermediate shear O r BLOCKING a SILL PLATE 3/8"APA- RATED SHEATHING connectors may be either 1/2"diameter X 4'/."embedment threaded/epoxied rods or`/2"diameter X 4" OVERHANGS TO 16" NET4 24" O/C. OF EXTERIOR " w/6"/12"o/c 6d OR Bd NAILS. WALL. embedment Powers Fasteners Blue-'Gip Wedge-Bolts,located at or near mid-points between WOOD Tie � BLOCK ALL PANEL EDGES. Anchoring Rods,but in no case more than 48"from any two anchor combinations;or"A"diameter X 1V EXTERIOR embedment TapCon anchors or.163"(or larger)diameter X 1'/i'embedment power-actuated fasteners, `�tw WALL located at or near third-points between WOOD•77e Anchoring Rods,but in no case more than 32"from any NOTE: CONTINUOUS WOOD BRAGING two anchor combinations. THIS INTERIOR SHEAR WALL DETAIL 15 INTENDED FOR USE IN AREAS WHERE THE At each side of the shoe plate joint,anyone of the four intermediate shear connectors outlined in the SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS 15 AN ALTERNATIVE TO preceding paragraph maybe used to secure the plate and prevent horizontal movement.The shoe-piatejoint C CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. TRUSCJ BLOCKING N N fastener should be located within 6"of the joint TRUSS BRACING OVER(-IANC ALTERNATIVES STI ST1 DETAIL exterioThe,tyrloccal maximumallowabletensionloadforeachunitis3,6ist at interior locations and 2,943#at 6Tl ALTERNATE INTERIOR SNE ARWAL L FRAMING sTl maxim mall allowable when icon led as designed. When a n edge distance is used with 2x6 framing the typical maximum allowable tension load for each unit maybe increased to 3,499#at exterior locations. `a 1M11 = 11-011 1/211 = 1'-011 1/ 11 = 1'-011 �/LL -7^7 THIS DOCUMENT IS AN STRUCTURAL GENERAL NOTES NGINEER'STSERViCE FOR OTHERS FOR CON- STOP LATH AND SEE ST1 FOR VERTICAL WALL CONNECTION, STRUCTION OF PROJECT 0 0 E STUCCO CORNS AS TITLED BELOW. C. STOP LATH AND 'BEAD V BELOW 4" CONIC SLAB W/6XroX1 RIE WWF INFORMATION DERIVED 4" CONIC SLAB W/ R BARRIER WWF SLOPE 3/4" X 12" 5!~E STI FOR VERTICAL WALL CONNECTION, FINISHED FLOO OVER 6 MIL VAPOR BARRIER OVER 2001 FLORIDA BUILDING CODE IFBC) OVER 6 MIL VAPOR BARRIER OvER � STUCCO CORNER CLEAN;WELL COMPACTED, TREATED FiLL FROM THIS.INSTRUMENT CLEAN, WELL. COMPACTED, TREATED FILL EXP.JOINT AT GARAGE DOOR. BEAD 1" BELOW ASCE 1-es 4"CONC SLAB W/rPx6><I0/10 Wap MAY BE USED ^__ . CAN NOT BE USED FOR. 1991 NDS FINISHED FLOOR OVER 6 MIL VAPOR BARRIER OVER As BRICK LEDG -- OTHER WORKS UNLE55 VARIES " •.. �--- +-=-=-'-- „--=_ E_CLEAN,W LL COMPACTED, TREATED'FILL SLOPE GRAD ,AUTI-IORIZED BY TF-lE --1�'• _ 4" GONG SLABW/roX6Xl0/10 WWF SLOPE ---------- III - �r-'=�== i== - (II"4 REBAR CONT. �+ HEADER COURSE r=NC-4INE1=R WITHOUT GENERAL. __ _=I II i=IIII — DIMENSIONS ARE INFRINGEMENT OF LEGAL _ OVER 6 MIL VAPOR BARRIER OVER .4.Desi n is void after two ears from ort incl date of issue, unless updated to acceptable codes and practices at that time. �• CLEAN,WELL COMPACTED, TRE TED FILL GRADE �I MM. DISTANCES I_ I I 9 y g p p p 1 II I I I IIII =VIII I I1= $ DIMENSIONS ARE X1111.==IIII- 1 STORY R(CsNTS. -IIII= III—IIII= - _ IIII'=IIII;-III( _ r- _y_T L��j_j-L��-r'�u' .� _ r -,I II CLEAN COMPACTED N _ ro" MIN.DiSTANCES 9LI Do not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are found between plans. i - :.', — — _ (J I I • SAND Fill _111 —I 2 STORY G-All details shall be in accordance with instructions from manufacturer or designer. 1-STORY * �'-'" _- 1 STORY W1 2 OR LESS COURSES, E DE SGRIPTION D All temporary sharing,shall be the responsibility of the contractor. _II — i—I I •.` (� =I ;„IIII-IIII^ t4 61 • ' '' • POUR STEMWALL SOLID OR USE 10'x20 FTN'G 1 I=1 I I I=1 III =III 1—III III (2Y'5 OR(3)04 CONT.- 2-STORY I I i I� _ _ =I _ro MIL VAPOR BARRIER -W/O BRICK _ 16° — ® CORNERS a 48"?o/c TH�REA TNER 04 DOWELS LS 2 FOWNP T�or•L I—I I I-- I I=1 I I I— 11-1 I I 1111 - I—_I 1 11=11 11=!I II =1 111= I l i=1 I I ALL DOWELS TOP a BOTTOM,EMBED i STORY,” _ _ W/ BRICK 3 A.This design has been completed in accordance with pertinent standards, recommended design soil parameters, and accepted —III20.. —IIII=1 I —1 I I I= 12" (i 64 CONT. ,:I III III=I I MINIMUM b" INTO FOOTINCs /12" INTO SLAB - —III —I i I I--I (G,=�T ALL DELLS w/REiNFOi�CEMENT) engineering design procedures, and is based on the best information available at the time of completion. The design is intended 2 $TORY) t sToraY FOOTING slz� • MAX. STEMWALL HEIG1-1T: (5) 4 _ to minimize differential movement resultingfrom the heaving of expansive soil or settling of subsurface soils. It must be recognized Woo BRICK a"WIDE ou nr4 CONT. 8" COURSES WALLS > (5)8" I STORY FOOTING SIZL g p g W/BRICK 20"-WIDE(INCLUDING LEDGW W/(3)04 W/O BRICK 16"x8"W/(2P4 CONT. p g y q pp TURNED DOWN EDGE ADDITIONAL S HIGH REQUIRE that foundation components will undergo movement. An subsequent owners shall be a raised of the soil condition and advised to w/BRICK 20''x8"wi t3�4 OR(2)09 CONT. ?�-� ADDITIONAL ANALYSIS a maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and /� pp p 'I I �O Wio BRICK I6"WIDE W1(sr-4 OR(2A,CONT. REINFORCEMENT. 2 STORY lo 5E AR I NG STE I DOWN w/BRICK 24"WIDE(INCLUDING LEDGE)w/(4r4 OR(3)5 W/O BRICK 20"x10"W/(3)'4.OR(2n CONT. finish work above the floor slabs, etc. !°b Design .has been based on anon-expansive soil with an allowable soil bearing capac(ty of?mom piP. Active FFP= 30 pcf (level backslope). *' �t I W!BRICK z4"x1m"w/(a�'a o»(3�'5 CONT, C.Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to the floor i TYPICAL FOUNDATION�i�f� DETAIL i l- i T'�'�'I CAL FOUNDATION DETAIL system above or adequately braced to prevent damage to the wall.. - D,Refer to the Geotechnical Engineer's report for all soil requirements for this site. E.All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall. SEE STi FOR VERTICAL WALL CONNECTION. F,The location of foundation Jogs, steps and top of wall elevations and connections are critical to foundation performance. These items 4" CONIC SLAB W/6X&X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER �� MAX. 2 COURSES are shown an the plans but may change during the actual construction. As a result, this design can not address proper foundation 5 1/2 CLEAN,WELL COMPACTED, TERMITE 4 CONC SLAB W/ 6X&XI0/10 WWF 5 1/2" WIDE CONC.91LL TOP AT MAIN ABOVE SLAB LEVEL. SEE STi FOR VERTICAL i configuration unless stated s ecificall on the drawings, TREATED FILL - OVER , MIL VAPOR BARRIER OVER �'���� g p y g WALL CONNECTION. CLEAN, WELL COMPACTED,TREATS FILL STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR STUCCO CORNER VARIES; MAX 5 1/2" (WEIGHTS EXCEEDING (U"4 CONT. IN SOLiD GROUTED CONCRETE: N : = = ==;-L< �_= ..�_r� BEAD 1" BELOW WIDTH REO ADDITIONAL ANALYSIS) U-BLOCK COURSE ■ VARIES ' �- =----- :' : % -_ _ FINISHED FLOG " Ft rstSou rce A,Detati reinforcement in accordance with ACI 315-90 (Revised 1988), Detailing Manual, Minimum concrete cover. for reinforcement _ _.__9�� "; _— ... - ;.•::'; _— 4 CONIC SLAB W/6x6x10/10 WWF TYPICAL SLAB _ =IIII=I I i I 'I I —_ I ' --1I I I„—rI I I I=III, OVER fo MIL VAPOR BARRIER OVER TYP.VERT. _ OfJacksonville shall be as follows: _ — —' _ BARRIER CLEAN,W LL COMPACTED,TREATED FILL 1) Concrete cast against earth 3” =III I=IIII= IIII=IIII—IIII= IIII=_-- =1 — — _ _ — _ T Designcenter,lne. `— ro MIL VAPOR REINF - - — 2)Formed concrete exposed to earth or weather 1-1/2" IIII=1 I l i—i I i I=1 I I I=IIII=11 I I I I I=f I I 'IIII _ Ial i I-I I.I I�'I i 11= __ _rl=l I I I—II I _ _ SLOPE GRADE -� —" ___ ................. 3) Interior slabs, walls 3/4" =IIII=IIII= I II I=III I— —IIII= $�� _(1)•4 CONT_^I CLEAN COMPACTED =IIINEII114111 I I TYPICAL FOOTING - SEE i/aT2 FOR 550 Roosevelt Blvd B,Minimum compressive design strength of concrete used for foundations and slabs shall be 2°M psi• -6 29 days. I=III IIII=III('=IIII • . • SAND FILL =I I—=fill==IIII SIZE/REINFORCEMENT C.Reinforcing steel shall conform to ASTM A615, grads 40. I _ _ Jacksonville, Florida O.Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars shall be used. 1111:=1 I I 1-1 I I IM111-111P— I k IM 1 '.l I I 11I 1=1 i I I 32244_ ` Mtgimum lap of.reinforcing shall be 40 bar diameters, but not less than 20". E.All concrete operations, including but not limited to mix design,mixing, transporting, placing, reinforcing detailing and placing, curing, p DOWN TYPICAL FOUNDATION ,: IIII_ Tel 904:172-6100 and testing shall be done in accordance with the requirements and application of ACI 301-94 (95), "Specifica.tions for.Structural Concrete". STE I - DOWN iMENSIONS AR Fax °J0431.1-2835 ii NON-LOAD SEARING TURNED DOWN EDGE IN.DISTANCES IIII=IIII—IIII--IIII--I) WOOD- 0 . '2 1=OUNDATION AT GARAGE 2OUNI�ATION AT GARAGE A-Framing lumber shall be as follows or better: 2 x Rafters/Beams/Joists 02 SYP IS% M.G. I-Joists Provided by TrusJoist, or equivalent. 4" CONC SLAB W/ &X&X10/10 WUF Engineered Beams Provided by TrusJotst, or equivalent, OVER 6 MIL VAPOR BARRIER OVER Plates +12 SYP 139, M.G. CLEAN,WELL COMPACTED, TERMITE HEADER BLOCK OR OVERLAP SLAB RECESS SLAB 3/4" FOR Studs 02 SPF 19r, M.C. - Typical - Unless Noted Otherwise TREATED FILL 2" • Stud Grade SPF (9io M.G. (2x4 up to S'-i I/S", one story residence only except partially enclosed structures) FORMED � CAST e 11/21, THRESHOLD • FROM 115.AII nails shall be, type 'Gonion unless noted otherwise. Options to using common nails are as follows: STEP DOWN I-1/2" DEPTH = STUD + 1 BL1/4" CK) 12d=10d=0.131"x3" Gun Nails �� VARIES RECESS SLAB 3/4" FOR SGD . BLOCK) • Sd-0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3. I.E.: ad w ro /12 0% becomes - 4" CONIC SLAB W/6X6X10/10 UAJJF p p OVER 6. MIL VAPOR BARRIER OVER .0999"x2 1/4" o 4"/8"o/cJ =""• ' Q-Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE '1-9s, - - I-1I I I=I I TYP• SLAB CLEAN,UJ LL COMPACTED,TREATED FILL =IIII=IIII I' I=III(=I I T�'P. SLAB . • li WIN=- _ ISI I I ISI I -- `III 1-1 I l- and/or t991 NDS 1 _ ' referenced above. Ail sheathing must be nailed or screwed a adhesives SHALL NOT be used in place of nailing. =IIII= :,•_ _ -'II=IIII—IIII= =Illi= i1III IiII=IIII=IIII CLEAN COMPACTED =IIII=IIII=IIII IIII=IIII=IIII M Metal connectors to be provided by SiMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of _ — _IIII=III YPICAL FOOTING LEN O PACTED =)III=III 1=I i i I —--- _ _ _ _ I— SAND FILL RC� specified.,.components. _ — - l2J"4 CONT. - 1-STORY — TY AL OTi� /REINFiORGEMEN E-All exterior walls to be sheathed with min. 1/16" O.S.B. with 8d a ro" o.e. along panel edges, 12" o.c. in yield (s" with partially enclosed IIII—IIII=IIII= .I I I Ir IIII =1 I = (2)S OR(3?4 CONT.FOR _ I I 1 I I i I 1=IIII �R SIZE/ =1 I I 1—Ilii I I i Iii l=1 111-1 i6" I l III 12-STORY LT �IORCEMENT structures),except as noted on Structural plan.FEngineered componets (trusses, i-Joist, etc.)shall be installed per manufacturers specifications a direction. — _ 1 STORY - = = IIII G-AII permanent bracing of trusses with continuous lateral braces shall be diagonally braced per HIB-9t spaced not more than 16 feet o.c. and. iTYPICAL FOUNDATION ,L —II II=III ' '—IIII= not more than 4' from end of continuous lateral brace. 2 STORY — III-- —IIII_ IIII—IIII—IIII=1111-1I •� STEEL INTERIOR SEARING <1 0, IIII=I(Iirilll= IIII=IIII TIMI- A.Dotal], fabricate, and erect steel according to RISC 12 STEMWALL STEL' DOWN 3 I=OUND- �� �-�-�- FOUND. AT S,G.D, "Specification for the Design,Fabrication, and Erection of Structural Steel Buildings", 9th edition. B.Structural steel shall be: LL Except as below A51'1"(•A3ro 4" CONC SLAB W/6X&Xi0/10 WWF HOLD HDR.SLK. Pipe ASTM A53, Type E or 5,Gr, B OVER 6 MIL VAPOR BARRIER OVER TO OUTSIDE Tube ASTM A500 � MARBLE SILL CLEAN,WELL COMPACTED,TERMITE C.All bolts shall be A301 unless noted otherwise. TREATED FILL 1 1/2" 0,Ail welding shall be by a certified welder. • $" MAY VARY TILE i-1/2" • TYP.&LAB �. HAND TOOL ALL CONTROL JOINT _ MASONRY- (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE 4" CONC SLAB W/6X&X10/10 WWF A,Concrets block.shall have a minimum compressive strength, f'm of 15"psi, Masonry shall be laid up using type S mortar only. PLAN) IS WORKABLE OVER 6 MIL VAPOR BARRIER OVER CLEAN,WELL COMPACTED, TREATED FiLL . . "� ' � ' Any masonry in contact with earth shalt be grouted full. Grout shall have a minimum compressive strength of 30W Pat. =1 I I I--=1 I I1=1{ll III=1 I I I l B Ail concrete masonry operations, shall be done to accordance with the provisions of the latest appitcable recommendations of the o ,r' - ' -----`-�-- -- i—I I(I=III -- =I 111—_Ill IEEE ACIManual of Standard Practice. f m". . • . .I _ �IIiI-IIiI�IIII 1111=IIII-1111 C.Lap all vertical reinforcing a minimum o 2 D Provide iorizontal joint reinforcing at 16" o.a vertically. Reinforcing wire shall conform to ASTM AS and ASTM A161 TYPE 304. I I —I I I ( • • =IIII=III=1i II TYPICAL FOOTINGS - SEE IJST2 (� 11111111 -IIII-" S'ZE'RE1NF°RCE"tSIl--ll TYPICAL FOUNDATION l I iI III I I I I'I IIII MIN, II=�Ii��� ..�'• •'—IIII= �I— � 13 SUN<EN 5HOWER DETAIL CONTROL JOINT _ IIII--IIII=1111—IIII—II c4� --� ti �. FOUND. AT DOOR Silal 4 FOUND.. AT DOOR SILL DRAWN eAM,RW CHECKED LAP STANDARD FOUNOATIOi�! DETAILS SCALE NOTED DATE 1/11/02 1" AIR SPACE JOB NO. STANDARD (1,'4 x 2'-0" OVER TRUSS DETAILS MUST PASS THROUGH 8 xs CHASE IN BRICK VENEER •s A LEVEL BELOW GONG.BLOCK STEM y� +� } y� /- EXTEND FLASHING BELOW SHOE PLATE SLOPE ---------- __ _ - WALL. -o u l�moi, `, 01 I N©.�V! /r SHEAT�NG FLUSH W(1 H E FOUNDA�ON. M(POLYOR PA51SING GROUT AROUND SOLIDPIPS GRADE PULL ALL INTERIOR WALL DIMENSIONS ' I ' � FROM OUTER EDGE SLAB. WEEP HOLES a 48" O/C ^ - GROUT SOLID W o o V(sr t I C a I C o n S t r u C t I o I�1 Q CLEAN COMPACTED — - AROUND PIPE d�f%•:� , 3/4 (NOM.) STUCCO OVER LATH 8 PAPER _ SAND FILL I I=I •:�.. • :�... :e.. III^ Z ,.� �J S" MIN. - DEEPEN ,s• W « ; .,- Shown atop Foun6a t I on 1/4" GAP BETWEEN SHEATHING a CONCRETE � FOOTING F CHASE TYPICAL FOUNDATION .. TYPICAL FOOTING - SEE 1/ST2 = ��iu � - •41 4 'LOCATION AS REGI'D TO I=i :>• ;:• - FOR SIZE/REINFORcEME �W .3 .r I I I for I t �.j PROVIDE PROPER wood, FOOTING DEPTH. I — �{`s `� � ••:t�/'s - _ LU STUCCO STOP' GRADE I ' I /t / ICF ®fes ateI� S t f O t u1°` l LIGHT COAT MASONRY "DRESSING" TO FILL . FILL VOID BETWEEN 13Rl UTILITY I-tA 5 UTILITY Ci1-t�tS N, � �I ., ����X\�• BLOCK VOIDS AND/OR HONEYCOMBS 111 B VENEER t FOUNDATION Dj 5 WALL W/MORTAR OR Vertical conatruct I®n GROUT,FILL SOLID FROM FLASHING O UNDERSIDE OF v �1 PLAN acceptable 5-ee STl For a , i UN STUCCO TAI U �O DE L Bi�IC< DETAIL. SPeC i F i OS. 15 14 MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET THESE DETAILS ARE iNTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE STUCCO ADDENDUM BRICiK ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS ;ST2t' Q LU Es posito x Cheek z 0 Q • & 0 e a c e s a 1 a z Assoc . c a LL Model oe Inc . 0 acksonviJlle Beach, Florida Architects Lu Q 4540 Southside Blvd. C -- suite 502 Cn Jacksonville, FL 32216 Q Drawing Index (904) 641-6649 LU 0 Sht.No. Drawing Title_ Z 1 Title/Index Blot Valid for J 2 Foundation/Floor Plans Permitting U Without Color Cf)3 Roof Plan/Elevations 20 XHHW AL Signature, Raised CD 4 Electrical Plan/Details . Seal, and Date. z FL Lic. No. AA0002564 METER < 150A 150A PANEL Fred R. Cheek BREAKER Q • 3" CONDUIT XTFRIOR WALL to POLE - f— ELECTRICAL. SERVICE' RISER NTS ONS Bu�lding Code SummaryABBRE��A� ABv ABovE FLR FLOOR spLrs SIDE LIGHTS CODE ENFORCEMENT JURISDICTION: JACKSONVILLE-BEACH PROJECT LOCATION AC AIR CONDITIONER FP FIREPLACE SOGD SLIDING CLASS DOOR AFF ABOVE FINISHED FLOOR FR FRENCH DOOR(S) SH (2) SHELVES (QUANITY) ZONING CODE:THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF JAX BCH CDC, ZONING CODE FOR P11 -� AHU AIR HANDLER UNIT FXD FIXED SHWR SHOWER RESIDENTIAL DISTRICTS INCLUDING MAXIMUM BUILDING= HEIGHT OF THIRTY FIVE FEET (35'). u BLK BLOCK FXT FIXTURE T.B. TOWEL BAR ILt Ulu CABS CABINETS GLS GLASS T.P.H. TOILET PAPER HOLDER Duval CountyWind �eQ d Zo n Qs, CLG CEILING HB HOSE BIB T45 TUB and SHOWER ZONING CLASSIFICATION: RM-I �+ �+. U CHR CHAIR RAIL KS KNEE SPACE TEMP TEMPERED �x coFF COFFERED LAV LAVATORY TR TRANSOM WIND ZONE: 105 MPH 110 MPH 115 MPH 11S MPH 120 MPH (WIND-BORNE DEBRIS) COL COLUMN LT LAUNDRY TUB VOL VOLUME � { COMP COMPRESSOR MRBL MARBLE WC WATER CLOSET LU GRN MLD CROWN MOULDING MC MEDICINE CABINET WD WOOD FLORIDA BUILDING CODE:2001 EDITION FLORIDA BUILDING CODE - FUEL GAS: 2001 EDITION cVac CENTRAL VACUUM SYSTEM MIR MIRROR WH WATER HEATER FLORIDA BUILDING CODE - PLUM5ING:2001 EDITION NATIONAL ELECTRICAL CODE: ISSS EDITION DBL DOUBLE MTL METAL WNCT WAINSCOT DIAD DIACONAL off OVERHEAD WS WATER SOFTENER FLORIDA BUILDING CODE - MECHANICAL:2001 EDITION FLORIDA FIRE PREVENTION CODE:2001 EDITION ' seMruAxr� 1 ' s�OWDL r y DR DOOR OF'NG OPENING WASH WASHER rr DRY DRYER OPT OPTIONAL ! } t g f l�.; DW DISHWASHER Rte CLOTHES ROD and SHELF ASSEMBLY BUSINESS EDUCATIONAL �- q R E [, E I VE EB EYEBROW REF REFRIGERATOR a tY �"�� fi >Y CITY OF ATLANTIC BEACH FL FLOOR LINE (MAT.CHANGE) SD. SOAP DISH MECANTILE RESIDENTIAL lR-�) FACTORY INDUSTRIAL D?3�7 g ;, BUILDING & ZONING Occupancy n INSTITUTIONAL (UNREST) INSTITUTIONAL (REST) STORAGE ¢� ^� S S —t—' rtxg y:�s ` ` �' ROOT= ,4 BL HAZARDOUS MIXED OCCUPANCY •• N/A Z y� DEC 4 2003 (PER FBG 104.2.1.1) •• P: INDICATES PRIMARY OCCUPANCY, S: INDICATES SECONDARY OCCUPANCY TYPE I TYPE IV (P) TYPE V (UP) BY; F , .i ROOING SYSTEM: ASPHALT SHINGLE OVER HIGH SLOPE ROOF (4:12 OR GREATER) TYPE II TYPE IV (UP) TYPE VI (P) Construction 1, g- , MATERIAL: FIBERGLASS REINFORCED HVY WT ASPHALT ROOF SHINGLEType TYPE III TYPE V (P) TYPE VI (UP) 1, _ • W/ ONE LAYER OF UNDERLAYMENT FELT. MIXED CONSTRUCTION •• r ? _ _��� � I '^ r €f I t .a :t. � r .. � - �-- JOB#: 034056 FASTENING REQ.: FOUR (4) ROOFING NAILS EACH SHINGLE, PER SHINGLE P: INDICATES PRIMARY CONSTRUCTION, S: INDICATES SECONDARY CONSTRUCTION azcnxxarrnav kr ; �, MANUFACTURERS WRITTEN SPECIFICATIONS SPRINKLED: YE8 NO FIRE DISTRICT: YES NO `: 14' 1 DATE: 10/30/03 z aEf Bull Hei t APPROX HEIGHT AFC: 14'-0' MEAN ROOF HEIGHT AFF: 11'-4" """"" : r'; ; r �t� APPROVE DRAWN: RL dinggh ,,... FLASHING REQ.: CORROSION RESISTANT METAL FLASHINGS INSTALLED 1st LEVEL A/C: OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA PROJECT LOCATI OF ATLANTIC EACH 1366 "' BUILDING QIC E CHKD: PER DETAILS, SEE SHEET A10. Building Area 2nd LEVEL A/C: OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA � Q NA DEC 16 200 1ssuED: WIND RESISTANCE RATING: 110 MPH OR GREATER, AS PER ASTM D 3161 (MODIFIED). 3rd LEVEL A/C: NA OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA �;,�,: � `W TOTAL A/C: 1366 LANAI/PORCH/GARAGE: 1g8 01 REVISED: LU ENTRY: NA .0 7 14 21 MitesLU ~ STORAGE 18 j TOTAL UNDER ROOF: 1582 Q Lot Area GROSS AREA: NA WINE) ZONE LOCATION 1 IA_f= NTS Cn PROJECT LIES IN THE 120Mf=H ZONE. Q O Z 0 FILE COPY Q • Q COPYRIGHT ESPOSITO, CHEEK a ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC_ NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. Q LU 5L AB NOTE 5 1st LEVEL LIVING: 13roro> �Q G I. FOUNDATION IS DESIGNED FOR AN ASSUMED 2nd LEVEL LIVING: NA MINIMUM SOIL BEARING PRESSURE OF OTHER NA 2,500 PSF. IT SHALL BE THE CONTRACTORS Esposito , X T THE TOTAL LIVING: 136ro* RESPONSIBILITY TO VERIFY TNA E SOI L WILL SATISFACTORILY SUSTAIN THIS LOADING. GARAGE: NA Cheek 2. (4') 3000 PSI CONCRETE SLAB W/ 6xro LANAI: NA z 10/10 WWI"1 OR (4') 3000 PSI FIBERMESH O CONCRETE SLAB OVER ro ML POLY- 28'_8 COVERED PORCH: 213d' 28'-8' Q ETHELENE VAPOR BARRIER OVER CLEAN 7 STORAGE: 18* LU COMPACTED TERMITE TREATED FILL (TTP) z 9'-2" 10'-0' 9'-ro' ~ TOTAL UNDER ROOF: 159�>� z 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS ENGINEERING Assoc . ,DRAWINGS and PROVIDE THICKENED SLABAT ALL LOCATIONS (SEE DETAIL) d /A/C \ /A/G \ '* I 4. HEIGHT OF ALL STEP-DOWNS SHOWN ON \COMP / \COMP/ 3050 SH Inc . O DRAWINGS ARE MINIMUMS and MAY VERY 305 SH AT BUILDERS OPTION AS REQUIRED BY \ / l6'-10112" HDR) � — (ro'-1012" HDR) L0 SITE CONDITIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HBHB r ` 5. VERIFY LOCATION OF ALL PIPING and C --h- I I +I-Architects LuU CONDUITS REQUIRED BELOW SLAB. SEE ■ FLOOR PLAN FOR ALL PLUMBING FIXTURE I ■ LOCATIONS. VERIFY and INSTALL ALLW ■ N 0 CONDUITS FOR DOWN-DRAFT GOOK-TOPS e Lv ■ ■ 10 11 1/2 - 11/2' 11'_,' 11'_4' ■ 4540 Southside Blvd"I ■ _ DRYERS, AIR HANDLING UNITS and ETC ■ ■ Suite 502 Cf)AS REQUIRED. SEE ELECTRICAL PLAN FOR o� FLOOR MOUNTED RECEPTICLES, PHONEJacksonville, FL 32216 i = JACKS and ETC. I � ; � N � N F7 � � � .' PROVIDE PVC m I I _ � � �'6�49 `� ��'� BE D f► _ / '� OWNS �& N r CONDUIT TO I ■ Ln ' �A�G�� `' ■ � O DETAIL/SECTION NUMBER ■ I AHU AS REQ I ■ N ? _ 1 8 GLG� a6 8 GLC � _= z 9 aJ DETAIL PAGE NUMBER I I '-3' 8'-4 1/2" 61 0 Not Valid for u' J cn _ ■ Permitting V MINIMUM STEP DN DISTANCE ■ I I ■ ■ 2868 Without Color 3068 FL Signature, Raised 41 DENOTES-STEP DN OR ■ I I ■ — «<\� RECESS IN CONC SLAB = r — —n z Seal GIC Date. _ = I = I IO. ATN ■ ■ a I I I 8'CLG FL Lic. No. AA0002&A SLAB 1/8' PERFE MIN I I ■ BE D #� ,n e " r — —n - Fred R. Cheek ■ ■ I I ■ S GLC- I a I I 0�N L - -U VINYL 0 2x6 WALL 27NYL 4'-11/2' 4'-5' 3'-1'4068ABBREVIATIO�15 -IIN R<s �' #2 m� ■� 1 f� ABY ABOVE r I I ,r- r- m RtS ry r- AG AIR CONDITIONER tt r AFF ABOVE FINISHED FLOOR ■ I I ■ — — —ICE F014C Q O OHC — AHU AIR HANDLER UNIT in Ir - BLK BLOCK 4�8 CABS CABINETS B ■ `t ti47� N_Is LREF — - J RANGE ■ `r U GL CEILING LINE `r ■ `n AC ■ KITCHEN wi HOOD 2665 LINT w � CLG CE IL INCz i!1 CHR CHAIR RAIL N - LL e' cL� 7 -5• _ ._ COQ COLUMNED -- ■ 0 \ BE D #4 - VINYL SINK — ■ dJ "-' CID COMP COMPRESSOR I Ir �r �1 ■ 0 �, 8' GLG; [JD Dw ■ LU GRN MLD GROWN MOULDING SINK IL_ Ili_JI ■CVAG CENTRAL VACUUM SYSTEM ■ — — — — — — —_ —_ —_ —_ —_ — _ DBL DOUBLE - J Z DIAD DIAGONAL isJ DR DOOR N O DRY DRYERI I ■ _ I ` DW DISHWASHER ■ U cv (1 EB EYEBROW ■ I I _ +-� FL FLOOR LINE (MAT CHANGE) ■ 11'-1 1/2' 4'-1' il'-7 I/2' 0 Q w FLR FLOOR FP FIREPLACE I I IN IN r-.-; co FR FRENCH DOOR FXD FIXED ■ I I ■ ■ 5' CLGx (P ■ FXT FIXTURE cn GLS GLASS I cv I ci 18'-ro" 21-1- H5 HOSE BIB K5 KNEE SPACE n LAV LAVATORY LT LAUNDRY TUB FL j N MRBL MARBLE ■ ■ ■ L IV f NCS 1=0Y LL � ■ MC MEDICINE CABINET I I T MIR MIRROR S' GLG� � VINYL -11 C14 �tD� - MTL METAL I I HB ATI #3 x ( wH) 3068 OH OVERHEAD HB, e'CLO 61 • OPNG OPENING -�-- — — — — — — — — — — — _ ■ 306 8 VINYL ■ ' OPT OPTIONAL R46 CLOTHES CLOTHES ROD and SHELF ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ JIM ■ ■ ■ ■ � REF REFRIGERATOR — — — — — — — — — — — — — — — 3050 SH 3050 SH I 1 JOB#: m34m5(o z SD SMOKE DETECTOR I I (6'-10112' HDR) (6'-101112' HDR) _ SDLTs SIDE LIGHTS I I DATE: Im/3f�/03 SGD SLIDING GLASS DOOR I 5'-6' 8'-10' 8'-10' S'-6' SH (2) SHELVES (QUANITY) - I -0 -4' I DRAWN: RL Q Lti SHWR SHOWER CMIN) 11 COVEREDII SOAP SOAP DISH 4'x4' PT PORGI-I II ISSUED: TB TOWEL BAR I I TPN TOILET PAPER HOLDER ( 1 I POST CTYP) s' cL� II fI � T45 TUB and SHOWER L— — — — — — — — — — — — — — — — _ - - - - - - --7=—----------7 REVISED: w TEMP TEMPERED TOB TOP OF BLOCK (CMU) 11/12/03 RL ~ TR TRANSOM 6 6. W VOL VOLUME J WC WATER CLOSET WD WOOD WH WATER HEATER WNGT WAINSCOT Q 0 W5 WATER SOFTENER WSN WASHER FOUNDATION = N 1 / I1 11 - 011 � OOR FLAN 1/.411 = 11 _ 0 z o MONOL M41C • Q COPYRIGHT ESPOSITO, CHEEK 4 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC- NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. 2m' DECORQ GABLE VENTT 12 12 LU 4 4 LIVING- SRG BRCS _ STORAGE V-1118' Esposito X / r- 0o Cheek z 0 2'-0' 2'-0" 0 oe oe LU z N N ■ ■ ■ ■ ■ ■ ■ ■ ■ 0'-0' MAIN FIN F Assoc _ LR FIN FLR _ _MAIN 0'-0' / Li- Inc , ° *,O,U')I FRONT ELEVATION 1 /4II = 11 - 011 o Architects 0 ■ 4540 Southside Blvd, C 12 suite 502 C/) 4 Jacksonville, FL 32216 I (904) 641-6649 0 ■ 8'-1'�8' STORAGE BRG '46 BRCS _ MASTER 0 z ■ Not Valid for w J FE-: 0 ❑❑ D❑ ❑ Rerr1-11tting Q ■ U ■ Without Color cn o Signature, Raised ■ Seal, and Date. z ■ FL Lic. No. AA0002564 0'-0' MAIN _ FIN FLR FIN FLR _ _ MAIN 0 -0II Fred R. Cheek Q ■ ■ RIC�HT SIDE ELEVATION 1 /411 i 11 - 0II ■ ■ 12 12 ■ 4 111 �- ■ 111 J MASTER BRCS BRCS _ _BED 012 � U � m • �- lu ■ > 1_l1 �3d U 0'-0' MAIN_ FIN FLR FIN FLR _ _ MAIN 0'-0' 11-1 m REAR ELEVATION 1 /4 II _ 1 I _ OII ■ ■ ■ Is ■ ■ F■ ■! ■ ■ 12 4 � 1 Cf) BEDLIVING_"4, LIVIN _ _ BRCS BRCx _ BEDJOB#: 03405ro _"1, "3 S'-1�%' z DATE: 10/30/03 ■ ■ ■ ■ DRAWN: RL Q N N ISSUED: 0 2'-0' W REVISED: w 2 11/09/03 RL 11-- LU j� I I OO� F�A� I I �l� FLAN�l 1 /�- II - 1 I - 0 II m'-0' MAIN _ _FIN FLR FIN FLR M 0'-0' Q U Cn II I II 0 LEFT SIDE ELEVATION 1 /4 = 1 - 0 3 z 0 0 m 0 Q COPYRIGHT ESPOSITO, CHEEK t ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC_ NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. • LU r\ Esposito - ELECTfRICAL L Cheek z � 110 VOLT DUPLEX OUTLET-WALL MOUNTED O R-30 BATT INSULATION Q llsaVOLT QUADPLEX OUTLET-WALL MOUNTED f2 a LUA/C \ = Z 12 CONIC. TILE ROOFING F— Gomf- IIOV DUPLEX -GFCI or AFCI AS REQUIRED ' z (SEE OVER FELT PER MANUF z w q SPECIFICATION OVER \ 110 VOLT DUPLEX OUTLET-WEATHER PROOF = 9 � ELEv) 5'_4' 15/32' OSB OVER d �- PRE-ENG WOOD ROOF Assoc s ■ ■ ■ ■� ■ \ ■ ■ �g■ } 0 % TRUSSES 024' OC , LL' � 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED w w o > w BETWEEN INSULATION EA TRUSS Inc , O LL UO VOLT DUPLEX OUTLET-FLOOR MOUNTEDLO `\ ANCHOR ALL TRUSSES ■ ' � ■ a@E 220 VOLT OUTLET-WALL MOUNTED ISEE STRUCTURAL ENG /W` BED #2 \ MASTER DWGS FOR ANCHOR TYPE) Architects v v ► TELEPHONE OUTLET �cGYP BPRD . . <—MTL. DRIP OVER CEDAR D FAN/LT FAN/LT 1x2 OVER ALUM CLAD Q ■ -0- SWITCH CMU U-LINTEL a 2x8 FASCIA W /V � (SEE STRUCT ENG , 4540 Southside Blvd. Lv ■ SWITCH-THREE WAY DWGS FOR REINF) VENTED ALUM SOFFIT suite 502 cn INSTALLED PER MANUF \� �I - SWITCH-FOUR WAY 1/2' GYPSUM BRD a SPECIFICATIONS Jacksonville, FL 32216 0 OVER PT Ix2 FUR a 2x4 BLOCKING -8 24" O.C. (904) 641-6649 H ' �SD ■ -eA SWITCH-DIMMER STRIP m 24' OC W/ 2x�o NAILER SD I\ W/ R-42 AL-FOIL O ■ \ i 0-+ PUSH BUTTON SWITCH MASONRY WALL INSUL FRIEZE PROFILE PER ELEV z Q (SEE ELEVATION DWGS ■ 8' CMU WALL FOR DETAIL) Not Valid for W ® DOOR BELL CHIMES J (SEE STRUCT ENCS a / I 3/' LAYER CEMENTUOUS Permittin Q _ g DWGS FOR REINF) a ~ ■ 0-i CABLE TELEVISION OUTLET VENEER OVER 8' CMU WALL U II I II ✓Vifhout Color W ■ �0 _ — 0 Signature, Raised ® SPEAKER LOCATION UI ■ </�, �� �"I'. B�TN j,' STUCCO EXTERIOR FINISH Seal, and Date. z FAN/Lr �� I ��I - LIGHT FIXTURE-CEILING MOUNTED � SSD � � — —1-i ■ FL Lic. No. AA0002564 LIGHT FIXTURE-WALL MOUNTED O ^ � so LIGHT FIXTURE-CEILING SUSPENDED Fred R. Cheek C B,4T 02 ® LIGHT FIXTURE-CEILING RECESSED • — — — — �� ■ ® LIGHT FIXTURE-RECESSED EYEBALL I ■ �� ��� I -�l - _ - ;'� � _ - u� § CEILING FAN IL — _ _ J ■ O SMOKE DETECTOR-CEILING MOUNTED ,ii�sD I ® EXHAUST FAN ■ IBEP 04 I KITCHEN I �'� I EXHAUST FAN/LIGHT FIXTURE COMBO FAN/LT I ■ I FLOOD LIGHTS-DUAL HEAD LU _j ■ C_>1 CsF( 11/ 1L fi -1 GFI —�� — — o ELECTRIC PANEL - - - - _ - - STRUCTURED WIRING PANEL d) / ■ Lo QUICK DISCONNECT L ■ // DINING KH SECURITY KEYPAD LOCATION �. / [J JUNCTION BOX LOCATION �O ■ LIVING / ■ FA FIXTURE ALLOWANCE / 1'X4' FLUORESCENT LICA=T FIXTURE / CEILING MOUNTED m FAN/LT / ■ 2'X4' FLUORESCENT LIGHT FIXTURE ■� iQ�' ( CEILING MOUNTED STORAGE �\ BTH #3 Ell NOTE ■ ■ ■ ■ ■ I ■ ■ �� ■ MOUNTING HEIGHTS (TOP OF BOX) 1) KITCHEN COUNTER RECEPTACLES - 4V 2) WALL SWITCHES - 49" 3) WALL RECEPTACLES - 18' II II II II I I COVERED I JOB#: 034056 z j I PORCH I DATE: 10/30/03 DRAWN: RL - - __--- - - - ___ - - = • LU r\ Esposito - ELECTfRICAL L Cheek z � 110 VOLT DUPLEX OUTLET-WALL MOUNTED O R-30 BATT INSULATION Q llsaVOLT QUADPLEX OUTLET-WALL MOUNTED f2 a LUA/C \ = Z 12 CONIC. TILE ROOFING F— Gomf- IIOV DUPLEX -GFCI or AFCI AS REQUIRED ' z (SEE OVER FELT PER MANUF z w q SPECIFICATION OVER \ 110 VOLT DUPLEX OUTLET-WEATHER PROOF = 9 � ELEv) 5'_4' 15/32' OSB OVER d �- PRE-ENG WOOD ROOF Assoc s ■ ■ ■ ■� ■ \ ■ ■ �g■ } 0 % TRUSSES 024' OC , LL' � 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED w w o > w BETWEEN INSULATION EA TRUSS Inc , O LL UO VOLT DUPLEX OUTLET-FLOOR MOUNTEDLO `\ ANCHOR ALL TRUSSES ■ ' � ■ a@E 220 VOLT OUTLET-WALL MOUNTED ISEE STRUCTURAL ENG /W` BED #2 \ MASTER DWGS FOR ANCHOR TYPE) Architects v v ► TELEPHONE OUTLET �cGYP BPRD . . <—MTL. DRIP OVER CEDAR D FAN/LT FAN/LT 1x2 OVER ALUM CLAD Q ■ -0- SWITCH CMU U-LINTEL a 2x8 FASCIA W /V � (SEE STRUCT ENG , 4540 Southside Blvd. Lv ■ SWITCH-THREE WAY DWGS FOR REINF) VENTED ALUM SOFFIT suite 502 cn INSTALLED PER MANUF \� �I - SWITCH-FOUR WAY 1/2' GYPSUM BRD a SPECIFICATIONS Jacksonville, FL 32216 0 OVER PT Ix2 FUR a 2x4 BLOCKING -8 24" O.C. (904) 641-6649 H ' �SD ■ -eA SWITCH-DIMMER STRIP m 24' OC W/ 2x�o NAILER SD I\ W/ R-42 AL-FOIL O ■ \ i 0-+ PUSH BUTTON SWITCH MASONRY WALL INSUL FRIEZE PROFILE PER ELEV z Q (SEE ELEVATION DWGS ■ 8' CMU WALL FOR DETAIL) Not Valid for W ® DOOR BELL CHIMES J (SEE STRUCT ENCS a / I 3/' LAYER CEMENTUOUS Permittin Q _ g DWGS FOR REINF) a ~ ■ 0-i CABLE TELEVISION OUTLET VENEER OVER 8' CMU WALL U II I II ✓Vifhout Color W ■ �0 _ — 0 Signature, Raised ® SPEAKER LOCATION UI ■ </�, �� �"I'. B�TN j,' STUCCO EXTERIOR FINISH Seal, and Date. z FAN/Lr �� I ��I - LIGHT FIXTURE-CEILING MOUNTED � SSD � � — —1-i ■ FL Lic. No. AA0002564 LIGHT FIXTURE-WALL MOUNTED O ^ � so LIGHT FIXTURE-CEILING SUSPENDED Fred R. Cheek C B,4T 02 ® LIGHT FIXTURE-CEILING RECESSED • — — — — �� ■ ® LIGHT FIXTURE-RECESSED EYEBALL I ■ �� ��� I -�l - _ - ;'� � _ - u� § CEILING FAN IL — _ _ J ■ O SMOKE DETECTOR-CEILING MOUNTED ,ii�sD I ® EXHAUST FAN ■ IBEP 04 I KITCHEN I �'� I EXHAUST FAN/LIGHT FIXTURE COMBO FAN/LT I ■ I FLOOD LIGHTS-DUAL HEAD LU _j ■ C_>1 CsF( 11/ 1L fi -1 GFI —�� — — o ELECTRIC PANEL - - - - _ - - STRUCTURED WIRING PANEL d) / ■ Lo QUICK DISCONNECT L ■ // DINING KH SECURITY KEYPAD LOCATION �. / [J JUNCTION BOX LOCATION �O ■ LIVING / ■ FA FIXTURE ALLOWANCE / 1'X4' FLUORESCENT LICA=T FIXTURE / CEILING MOUNTED m FAN/LT / ■ 2'X4' FLUORESCENT LIGHT FIXTURE ■� iQ�' ( CEILING MOUNTED STORAGE �\ BTH #3 Ell NOTE ■ ■ ■ ■ ■ I ■ ■ �� ■ MOUNTING HEIGHTS (TOP OF BOX) 1) KITCHEN COUNTER RECEPTACLES - 4V 2) WALL SWITCHES - 49" 3) WALL RECEPTACLES - 18' II II II II I I COVERED I JOB#: 034056 z j I PORCH I DATE: 10/30/03 DRAWN: RL - - __--- - - - ___ - - = 2m' DECORQ GABLE VENTT 12 12 LU 4 4 LIVING- SRG BRCS _ STORAGE V-1118' Esposito X / r- 0o Cheek z 0 2'-0' 2'-0" 0 oe oe LU z N N ■ ■ ■ ■ ■ ■ ■ ■ ■ 0'-0' MAIN FIN F Assoc _ LR FIN FLR _ _MAIN 0'-0' / Li- Inc , ° *,O,U')I FRONT ELEVATION 1 /4II = 11 - 011 o Architects 0 ■ 4540 Southside Blvd, C 12 suite 502 C/) 4 Jacksonville, FL 32216 I (904) 641-6649 0 ■ 8'-1'�8' STORAGE BRG '46 BRCS _ MASTER 0 z ■ Not Valid for w J FE-: 0 ❑❑ D❑ ❑ Rerr1-11tting Q ■ U ■ Without Color cn o Signature, Raised ■ Seal, and Date. z ■ FL Lic. No. AA0002564 0'-0' MAIN _ FIN FLR FIN FLR _ _ MAIN 0 -0II Fred R. Cheek Q ■ ■ RIC�HT SIDE ELEVATION 1 /411 i 11 - 0II ■ ■ 12 12 ■ 4 111 �- ■ 111 J MASTER BRCS BRCS _ _BED 012 � U � m • �- lu ■ > 1_l1 �3d U 0'-0' MAIN_ FIN FLR FIN FLR _ _ MAIN 0'-0' 11-1 m REAR ELEVATION 1 /4 II _ 1 I _ OII ■ ■ ■ Is ■ ■ F■ ■! ■ ■ 12 4 � 1 Cf) BEDLIVING_"4, LIVIN _ _ BRCS BRCx _ BEDJOB#: 03405ro _"1, "3 S'-1�%' z DATE: 10/30/03 ■ ■ ■ ■ DRAWN: RL Q N N ISSUED: 0 2'-0' W REVISED: w 2 11/09/03 RL 11-- LU j� I I OO� F�A� I I �l� FLAN�l 1 /�- II - 1 I - 0 II m'-0' MAIN _ _FIN FLR FIN FLR M 0'-0' Q U Cn II I II 0 LEFT SIDE ELEVATION 1 /4 = 1 - 0 3 z 0 0 m 0 Q COPYRIGHT ESPOSITO, CHEEK t ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC_ NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT.