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W o9�- LuO < < z1-- 0 00 rnl U Nom N � LL LL LLLLZLL O U) LL mQ2 mL.LU) F- C� .JWCnF- .- A T 1 STORY 3 BEDROOM MODEL - ENTRY LEFT 1 STORY 3 BEDROOM MODEL ENTRY RIGHT 10 _T I ;. 50' 4" Beaches 25'-2" 25'-2" Habl*tat for Humanity' 1671 FRANCIS AVENUE i I I I ATLANTIC BEACH, FL SLAB NOTES 32233 o (904) 241-1222 00 i I I I I oo FAX: (904) 241-4310 1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. 00 3 -0 1 -8 i i i i 1 '-8" 3'-0" °° IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY I I I I `� TO VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. r - 2. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH CONCRETE L - J I I ( PROVIDE PVC SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER ( PROVIDE PVC I I CONDUIT TO AHU OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. I CONDUIT TO AHU I I AS REQUIRED I 00/ (TYPICAL) AS REQUIRED I I I I / 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING o 4 I I I I _ _ " PARTITIONS W/ TRUSS ENGINEERING DRAWINGS4» , o AND PROVIDE THICKENED SLAB ® ALL LOCATIONS. SLOPE I `�� I I / SLOPE (SEE DETAIL) I I I 00, I A 4. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON cv , y j� I i , \/ ,� I = DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE a - 4 -� CONDITIONS. � I I I 4 , I o SLOPEIpo 5. VERIFY LOCATION OF ALL PIPING AND COND_'TS �I „ i I I 1 ( SLOPE M REQUIRED BELOW SLAB. (SEE FLOOR PLAN tKOR 3 -0 I I I I 3'_0 ALL PLUMBING FIXTURE LOCATIONS) rl i I I i 1 STORY, 3 -o'-o" , I i BEDROOM K EY III I ATTACHED 4" INDICATES A STEP-DOWN OR RECESS IN CONCRETE SLAB W/ MINIMUM I I I DISTANCE DENOTEDI I S I N G L E f I I .• I I I i j i I INDICATES SLOPED CONCRETE SLAB ® FAMILY t . I ( I ( � •v SLOPE 1/8" PER FOOT (MIN) I I HOUSES I I I I I i I I I I NOTE: ROOF TRUSS ENGINEERING NOT AVAIL: LE PRIOR LOT#3 TO ISSUANCE OF THESE CONSTRUCTIC: . I I I HUANG VILLAS DOCUMENTS. VERIFY INTERIOR ROOF BUSS L_ - - - - - - - - - - -� I ( I BEARING WITH ROOF TRUSS ENGINEER: G I I f I r J ATLANTIC BEACH, FL PRODUCED SPECIFICALLY FOR THIS Pf ..JECT. - - - - - -o„ � - - - - -, I I i -- - - - - _ � 32233 I w I I i -o'-o” I I -o' I DUVAL COUNTY I I J o I N V) - - - - - - - - I L - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - J iv HB Hg N 1O'-4" 14'-10" 14'-1 C) 1 -4" 2» -4" 25'-4" 2' FOUNDATION z PLAN 50'r _PARATION WALL FOUNDATION PLAN DATE: 08/26/2010 DRAWN BY: /��» _ V _ 0 " SER 1 A B A25 C 1 STORY 3 BEDROOM MODEL - ENTRY LEFT 1 STORY 3 BEDROOM MODEL ENTRY RIGHT 50' 4" 10 25'-2" 25'-2" 11 '-82r' 2'-4� 10'-11„ 2,r 2,r 10 -1 1" 2r-4� 1 V-8 „ Beaches r rr " r rr r 1 rr 6 -0 14 13'-6" 5'-5j 5 -51 13'-6" 6 -02 Habi*tat 1 EGRESS IN DOW EGRESS WI DOW EG ES WINDOW EGRESS 5 WINDOW for Humanity I ♦ ♦ I 1671 FRANCIS AVENUE NIr, w0?0 I� ATLANTIC BEACH, FL Io MASTER MASTER i � 32233 s' CLNG 8' CLNGABBREVIAT 0 � 8' CLNG 8' CLNG � FAX: (904) 24 BEDROOM #2 1-43 10BEDROOM #2 BEDROOM BEDROOM (904) 241-1222 ABV ABOVE I 1 1 AC AIR CONDITIONER �t 5'-4" 2'-5" 3'-11 IApo Do ► 00 1 3'-111" AFF ABOVE FINISHED FLOOR I (�I o M o (� 2'-5" 5'-4" AHU AIR HANDLER UNIT �II� CABS CABINETS 7CAO/MCp �I CLNG CEILING COL COLUMN _22 406 a p I 0 068 COMP DR DW DIISOHWASHER / — — — — — R&S — — — , ��0-1 0 7'-10" 7'-10" r-1 „ 068 — - — R&S / FPR FLOOR I R&S r2 Y' x 3s� E22 h, x W — R&S FP FIREPLACE N 2068 I ATTIC 1 1 ATTIC I 2068 "' ACCESS ACCESS GLS GLASS L - - - J L - - . J HB HOSE BIB = MC MEDICINE CABINET SIN I 5'-4" 5'-7" I _ 0o ao 5'-7" 5'-4" I '-�' MIR MIRROR 1 i BT RM o o BT M 1 MTL METAL i� 4068 1 r '�' � I 4068 3068 OHC OVERHEAD CABS % r, � h e C G 8' CLNG �) r" LITE OPNG OPENING 1 p 3 VINYL VINYL 3 OPT OPTIONAL 'n `n 19 " R&S CLOTHES ROD and SHELF = `n m WH H EOL l N O I O N I p H WH m `� 1 2 > I I 0 REF REFRIGERATOR Ln �--'1 > A-s SD SMOKE DETECTOR I STORAGE N l—J v N `n M SGD SLIDING GLASS DOOR in 8 CLNG — 2xs WALL 2xs WALL r SHELVES QUANITY �� R&S �N (3)SH (-1 2x6 WALL 2x6 WALL (3)SH 64 R&S SIN STORAGE in SH lel 2868 s VOL(2) VOLUME ( ) 2868 N 4068 N .6& ® 0 QfiN 4068 N 8 CLNG o WC WATER CLOSET iv - O ( O -- N v _ WD WOOD HEATER o o = 3068 r� 2�-82 BATHROOM BATHROOM -B2rr L:� 3068 0 o r` M 3068 8 CLNG 8' CLNG 3068 "0 i\ .11 1 STORY, 3 .3. � (V VINYL VINYL 3 _U V) BHC 1 BHC LowU_rBEDROOMw � BEDROOM #3 `QEF - - - __ - - - - - - - -REF .=GROOM #3 � � 1 0 �' s' CLNG RANGE W/ HOOD RANGE W/ HOOD 8' CLNG w o 0 KITCHEN KITCHEN o � ATTACHED-K4 00 8' CLNG 1 8' CLNG 00 VINYL VINYL .1 SINGLE STEPS: = - - -- -- —� -__- r- 1. IN WATER SHEDDING FASHION, STARTING ®�� AT THE BASE OF THE WALL & WORKING WINDOW INSTALLATION METHOD A-1 TOP INSTALL THE WRB TO I OO N (4)SH (4)SH TOWARDS THE _ _ ________ FAMILY THE FACE OF THE SHEATHING, WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. 000 0 0 0 2. APPLY SILL FLASHING FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. -- ------------ ---- 3. APPLY BEAD OF SEALANT AT BACK OF SEAL THE WINDOW FRAME TO ' " F2 - 1 rr » ' '�8 -2 2 -8 8 -2 dp HOUSES WINDOW FLANGE & SET WINDOW USING P OPENING. APPLY A�• AGM. SECTION A o 10 -11 3 -2 , � � � � 3 -2 0 HEAD SCREWS TO FACILITATE INSPECTION. DIA TO THE BACKSIDE10 ' (INTERIOR) OF THE WINDOW THROUGH WINDOW JAMB 4. APPLY BEAD OF SEALANT AT SIDE FLANGE, IN UNE WITH ANY SEALANT BEAD 0 = n ,r I0 JAMBS, EXTEND 8$» PRE-PUNCHED HOLES OR BEHIND MOUNTING z V 8 W BAR TOP @ 8"W BAR TOP ® z 5. APPLY JAMB FLASHING SLOTS. FLANGE CV & JAMB FLASHING _ . 42" AFF W/ 2x4 42" AFF W/ 2x4 _ N B. APPLY BEAD OF SEALANT AT HEAD I In L 1 DINING ROOM WALL BELOW I WALL BELOW DIN, � ROOM I Lo v) APPLY CONT. SEAL TO THE Q __ � 1 7, APPLY HEAD FLASHING MOUNTING FLANGES AT THE TOP .- (HEAD) AND SHOES (JAMBS) OF W M 8' CLNG O 8, REMOVE PREVIOUSLY APPLIED TAPE, WINDOW. EXTEND SEALANT AT 2 Q.' CLNG W '� ALLOWING wRS TO LAY FLAT OVER HEAD JAMBS 81¢ABOVE THE R0, AT -''qtr `-�N w - " FLASHING. APPLY NEW SHEATHING TAPE HEAD. EMBED JAMB FLASHING 1 N LIVING ROOM LIVING ROOM w LOT#3 OVER DIAGONAL CUT - SEE DIAGRAM. INTO SEALANT AND FASTEN IN N HUANG VILLAS PLACE. (FLASHING GOES OVER -SEALANT BEAD BETWEEN 1 I SEALANT) FLASHING AND d' 8' CLNG A 1 8' CLNG MOUNTING FLANGE I ATLANTIC BEACH, FL 405 SFOYER FOYER SEALANT �� EGRESS WINDOW VINYL vwYL EGR€� WINDOW >� 32233 SE_ <E WRB AT HEAD Lis L� L-,�,, — 2 N o DUVAL COUNTY 5. JAMB FLASHING \ LD I I� ENTRY I ENTRY EXTEND JAMB FLASHING TO \ 1 8' CLNG 3068 3068 8' CLNG Dwpl ___ BEAM ABOVE OVERLAP SILL FLASHING. » \ N BEAM ABOVE EXTEND JAMB FLASHING � \ \ ------------ ------------ -------- -- ----------- N ABOVE ROUGH OPENING AT FLASHING AT HEAD EXTENDS I --------- - SH 405 r HEAD. TUCK TOP OF .IAMB \ BEYOND JAMB FLASHING , FLASHING LINER THE FLAP OF WRB AT THE HEAD. SEE \ HB E& : SS WINDOW EGRESS WINDOW HB DIAGRAM. 7. HEAD FLASHING \ INTERIOR. VIEW: " " -2'� 5 5 -2 5 -2 7 -4 7 -4 7 -4 7 -4 5 -2rr EMBED BOTTOM OF THE HEAD TOP LEFT CORNER OF VA OOW FLASHING AGAINST THE PREVIOUSLY APPUED SEALANT (FLASHING GOES OVER SEALANT). 101-4p) 14'-8" 2rr 14'-8" 1 p. FLOOR PLAN EXTEND HEAD FLASHING BEYOND 2" " SEALANT01 L EACH JAMB FLASHING. FASTEN IN \ 4T I .-- PLACE, ly»� , \ 25'-2" 25'-2" CUT LINE-,,,,, SILL FLASHING \ a - , \ 50' 4" 9 l�, SHIM AND ADJUST WINDOW TO CL � / ACHIEVE SQUARE, PLUMB, AND / LEVEL CONDITION. USE CORROSION SEPARATION WALL RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW 2 I WEATHER RESISTANT BARRIER MANUFACTURER SPECIFICATIONS. A-4 AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. FLOR PLAN 1 >> `3 DATE: 08/26/2010 X4' - - DRAWN BY: SER } Beaches ............... Habl*tat 12 12 for Humanity 4 � Q4 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 ROOF TRUSS BEARING FAX: (904) 241-4310 8'-1 1/8" \ ® ® ® ALUMINIUM WRAPPED \ BEAM 4x4 PT POST W/ APPLIED TRIM. j VINYi `SIDING FINISHED FLOOR J -0" LEFT SIDE E_ � EUATION \ 4 = 1 — o 1 STORY, 3 BEDROOM ATTACHED SINGLE FAMILY HOUSES 1 STOF. 3 BEDROOM MODEL - ENTRY LE. 1 STORY 3 BEDROOM MODEL - ENTRY RIGHT LOT#3 HUANG VILLAS ATLANTIC BEACH, FL i212 32233 4 4 DUVAL COUNTY + - rh T.O BEARING 8'-i1 1/81f ALUMIN .4 OR �VINYL W ?PED BES FRONT AND 4x4 T POST v v LEFT SIDE PPLED TR;; SEE > ELEVATIONS NYL SIDI _ FINISF- FLOOR OPTIONAL VINYL CHANNEL AT C- ITER LINE TO SEPARATE VINYL ANG t FRONT E LEUAT10 [\I DATE: 08/26/2010 1 /4 V - 0 DRAWN BY: SER y Beaches 12 12 Hab*ltat 4 a 4 for Humanity' 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 ROOF TRUSS BEARING (904) 241-1222 8'-1 1/80' FAX: (904) 241-4310 ALUMINIUM WRAPPED C3 Q ® / BEAM -- / 4x4 PT POST W/ APPLIED TRIM. El Ila 0 VINYL SIDING FINISHED FLOOR 0'-0" _ RIGHT SIDE ELEVATION -1 /4 — V - 0 " 1 STORY, 3 BEDROOM ATTACHED SINGLE FAMILY A B C �: HOUSES 1 STORY 3 BEDROOM MODEL - ENTRY LEFT 1 STORY 3 BEDROOM MODEL - ENTRY RIGHT t LOT#3 HUANG VILLAS ATLANTIC BEACH, FL 12 12 32233 4 D Q 4 DUVAL COUNTY ,.0. BEARING REAR AND _ i RIGHT SIDE VINYL SIDING � _ FINISHED FLOOR ELEVATIONS _ 0' 0" OPTIONAL VINYL CHANNEL AT --NTER LINE TO SEPARATE VIN',, ; SIDING 1 RLEAR E 1 J2 Z 4,� V - 0_ >> DATE: 08/26/2010 DRAWN BY: SER A B C I I Beaches Hab'l*tat for Humanity' 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 NO PENETRATIONS i i FAX: (904) 241-4310 WITHIN 4'-0" OF FIRE WALL I I ol I I I I I , I I I 14'-0" MIN. 4'-0" MIN. . IJ. I 48" OFF 48" OFF DGE RIDGE VE J I WH H I I I H WH I I I , I I ` I I I I I 72" OFIF R E 7;2" ;FF RIDGE WENT RIDG� `.�i:NT 1 STORY, I I I I BEDROOM I L I I I I I ATTACHED I , ' SINGLE I I I 1 FAMILY ------ , J---- ___ . -- Li I I HOUSES I i I I ' USE FIRE—TRE ED PLYWOOD A K' IM ')F 4' FROr4 FIR WALL I I I LOT#3 I � I HUANG VILLAS ATLANTIC BEACH, FL 32233 I I , DUVAL COUNTY I I ' I I ' IILJII _ ----------------- ----- I (O 1 I 16" i ROOF PLAN r EPARATION WALL ROOF PLAN 3 �T 4 » _ 1 ) - o )) DATE: 08/26/2010 DRAWN BY: SER i S FIRE RESISTANCE RATINGS — ANSI/UL 263 Design No. u336 October 15, 2008 — Beaches Exposed to fire from separation wall side only < Nonbearing Wall Rating — 2 Hr Finish Rating — 120 Min A Hab*itat 6 3 B SEPARATION WALL: (Max Height — 44 ft) �� Humanity' 1 . Floor, Intermediate or Top Wall — 2" wide channel shaped with 1 ° long legs '`� ' CL form from No. 25 MSG gals steel, secured with suitable fasteners spaced 24" 1 1671 FRANCIS AVENUE SEPARATION WALL O.C. ATLANTIC BEACH, FL 2. Metal Studs — Steel members formed from No. 25 MSG galy steel having 32233 2 METAL C—CHANNEL ON "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1 -3/8" # ' ..,. ' �,,+•• "• , ••„' GYPSUM LINER PANEL I PLYWOOD 3. Gypsum Board* — Two layers of 1" thick gypsum wallboard liner panels, A (904) 241-1222 SHEATHING FAX: (904j 241-4310 supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" shaped studs. 2 4 5 PRE—ENGINEERED CANADIAN GYPSUM COMPANY — Type SLX. APPLY ONE LAYER W8 — _ _ WOOD ROOF TRUS13ES TYPE X GYPSUM — — WALL BOARD TO CONTINUE 1/2" G"PSUM WALL UNITED STATES GYPSUM COMPANY — Type SLX. UNDERSIDE OF rBOARD TO ROOF DECK 3 PROTECTED WALL: (Bearing or Nonbearing Wall) 2 ROOF DECKING. '', NOTCHED AROUND WOOD TRUSS MEMBERS APPLY 1NTEMESCENT 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at f 6 COATING AT ALL PENETRATIONS mid0height where necessary for clip attachment. Min 3/4" separation between 6 '" r wood framing and fire separation wall. ALIGN TRUSSES 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide, WITH INSIDE EDGE applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" J OF FRAME WALL � r long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 0 +` R-30 FIBERGLASS (Optional) Joints covered with paper tape and joint compound. Nail heads BATT INSULATION covered with joint compound. k,.• 6. Attachment Clips — Aluminum angle, 0.06311 thick, 2/1 wide with 211 and 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and with Type "W" screws 1 -1/4" long to wood framing throucjh holes provided in clip. 6A. Clip placement (Item 6) for separation walls up to 2' 0" high. Space 1 " /4" MIN) AIRSPACE �-- 5/8" OR 1/2" clips a max of 10'-0" O.C. vertically between wood framing and "H" studs. TYPE 'C' GYPSUM WALL BOARD 6B. Clip placement (Item 6) for separation walls up to 44' --J" high. Space clips as described in Item 6A for upper 24'-011. Remaining Nall area below requires clips spaced a max of 5'-0" O.C. vertically betweF wood framing and C TI O N A-A — .063" USG "H" studs. _ "THERMAFIBER" ALUMINUM ANGLE 1 STORY, 3 INSULATION FIRE CLIPS SPACED AS *Bearing the UL Classification Mark BLOCKING ASREQUIRED REQUIRED ` ` BEDROOM ATTACHED �— 1/2" GYPSUM WALL BOARD OVER #2 SPF WOOD SINGLE STUDS ® 16" O.C. ATTACH 2" METAL FAMILY CHANNEL TO R11/19 CONCRETE SLAB W/ FIBERGLASS BATT 'PASLODE' OR INSULATION HOUSES EQUIVALENT 1/2" GYPSUM WALL BOARD ANCHORS ® 24" — 1 " (3/4" MINIMUM) O.C. MAXIMUM AIR SPACE 2x4 STUD WALL VINYL SIDe 3 OVER ` -- (2) LAYERS 1 " USG HOUSE WRAP SILL PLATE W/ FOAM GYPSUM LINER II t : PANEL. (2) HOUR EXTERIOR riEATHING SILL SEAL ' RATED FIREWALL 2" USG 'C RUNNER LOT ; a.•. I I —INSTALL C ,'SUM LINER HUANG VILLAS PANEL SI. ._WAYS THIS CL OF SEPARATION WALL �'' — — I LOCATION .)NLY. ATLANTIC BEACH, FL II CANTILEVE.< OUT TO 32233 a a • I I MEET FASCIA BOARD DUVAL COUNTY ° d 2" USG 'H' STUD N—FASCIA ,JARD ABOVE 4 ' .a v ; ONCRETE GRADE (2) 1" USG GYPSUM LINER CL 6EAM (SEE PANEL (SEE SECTION SEPARATION WALL FOUNDATION PLAN) THROUGH SEPARATION WALL) 2—HOUR RATED FIRE SEPERATION. WALL SECTIO AND DETAIL%" SEPARATION' WAI____ L PLAI DETAI � AT SEPARATIC �� WALL SECTION THROUGH . .� 2 ,� N .T. S . 1 = 1 — D DATE: 08/26/2010 DRAWN BY: SER WALL SHEATHING (7/16" OSB) Beaches �- VINYL LAP SIDING OVER TYVEK HOMEWRAP Habl*tat FIBERGLASS ASPHALT SHINGLE for Humanity" METAL FLASHING NAILED ROOFING OVER 30# FELT OVER 7 16" OSB OVER 1671 FRANCIS AVENUE TO ROOF DECK PRE-ENGINEERED/R F TR ATLANTIC BEACH, FL 00 TRUSSES SEE STRUCTURAL 32233 CAP SHINGLE INSTALLED INSULATION BAFFLES AS REQUIRED 1 2 FA(904) 241-1222 Ln �; W/ ROOF CEMENT. DO X: (904) 241-4310 NOT NAIL. HURRICANE CLIP @ EACH TRUSS - SEE STRUCTURAL DRAWINGS SHINGLES (2) 2x PLATES - SEE STRUCTURAL ROOF CEMENT METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. R-30 MIN. VINYL "F" CHANNEL BLOWN-IN INSULATION R- 13 BATT INSULATION 1 '-4" P 1 /2" GYPSUM WALL WALL FLASHING I BOARD. MUD AND HURRICANE ROD SYSTEM - SEE TAPE ALL JOINT::, 1 .STRUCTURAL DRAWINGS AND FASTENER 3 - 1 SFESN°UURACi. 1 STORY, 3 7/16" OSB OVER 2x STUDS - SEE STRUCTURAL DRAWINGS BEDROOM ATTACHED VINYL SIDING INSTt- L_LED PER MANUFACTURER'S SPECIr--ICATIONS SINGLE OVER TYVEK BRAND HOUSE WRAP R 30 BATT INSU: TION FAMILY 16 FIBERGLASS SHir, E 2x PRESSUI .LTREATE,) PLATE REINFORCED _ c 4 ROOFING OVER � r FELT OVER FOAM SILL SEAL. - SEE CONCRETE SLAB & HOUSES STRUCTURAL DRAWIf :,�S FOR F�iUNDATIGN - INSULATION BAFf-, BETWEEN ANCHORAGE SI=E STRUCTURAL EACH TRUSS DRAWINGS HURRICANE CLIP -4 EACH TRUSS. EXTEND K USE WRA.: EXTENDS (SEE STRUCTUF DRAWINGS) BELOW FINISH FI. 00R. SE URE WITH f C MIL VAPOR LOT #3 ' STAF\ ER STRIP I FARRIER OVER (2) 2x PLATE # SYP Ct_EAN, HUANG VILLAS I ALUM DRIP EDI OVER FASCIA COMPACTED AND ATLANTIC BEACH, FL TERMITE TREATED 1/2" TYPE "C SOIL 32233 GYP BRD © C:_�:� FINISHE ,� GRADE DUVAL COUNTY 1/2" GYP D FINISHED FLOOR FULLY VENTED ° ° o VINYL SOFFIT R-13 BATT IN UL ° v v / VINYL LAP S,. JG � '� � ••4 ° / `-\� Is OVER TYVEK HOMEWRAPV -,... . � WALL SECTION AND DETAILS 41 / \ 3 `UAL L SECTION 0 F F T FETAIL , 2 ,a - 0 1 = 1 -_ 0 >, DATE: 08/26/2010 DRAWN BY: SER A B C 1 STORY 3 BEDROOM MODEL — ENTRY LEFT 1 STORY 3 BEDROOM MODEL — ENTRY RIGHT 20 XHHW AL Beache 150 AMP PANEL Habl* t ELECTRICAL METER AND 150 AMP BREAKER dor Hama AL A 3° CONDUIT, RUN TO POLE 1 ELECTRICAL SERVICE RISER I I I ATLA1671 NTIC C BEA NCIS EXTERIOR WALL N.Ts. LIGHT ( I LIGHT (PREWIRE I I32233 (PREWIRE FAN) 7 1 1 FAN (904) 241-1; LIGHT LIGHT I �� (PREWIRE (PREWIRE FAX: (904) 241<L= FAN) /> I �\FAN)//> ELECTRICAL LEGEND 110 VOLT DUPLEX OUTLET—WALL MOUNTED / \ • $ 110 VOLT DUPLEX OUTLET—WEATHER PRUOF I • 110V DUPLEX —GFCI OUTLET LE TRICAL 1 EL PANEL PANEL A 110V DUPLEX —AFCI OUTLET 220 VOLT OUTLET—WALL MOUNTED WH @ I I , 1 p H WH I> ► TELEPHONE OUTLET r -69— SWITCH — — — -641— SWITCH—THREE WAY n--� PUSH BUTTON SWITCH LIGH b� OOR BELL CHIP. _S (PREY`, _ I I (PR R 1 STOF 'E D <\AN) _ ! I I FF._ 7 CAB;.E TELEVISIC A OUTLET j I I BEDRIC - - - - • LIQ FIXTURE— LING MOUNTED <// t FIXTURE L MOUNTED C 1 J ATTAC LIG I J SMO: DETECTOr ,FILING MOUNTED �' SING EXH: ST FAN ' / 3 [ail 000 FAMIl ELEC :IC PANEL o00 QUICt< )ISCONNEC HOUS FLOOD !GHTS — C HEAD € E x4 FLUOF ENT CEILING MOUN D I GHT FIXTU / L ECTRIC 0 /� �\ /� \ ELECTRIC--� ::TER / LIGHT L T \ i \ LOT #3 (PREWIRE (PRt. RE /METER FAN) FA, �i \� \ HUANG VIL J it L \ \� ATLANTIC BE) - ' - - 32233 WPwp DUVAL COL T � N OTES . ELEC, RIC 1. IN FAN LIGHT C 30 SWITCH TO ----- ---- ---_____ OPERATE IGHT ON: HB HB 2, ALL WIRII~ IN BEDR MS TO BE ARC 1 FAULT PF .ECTED F NEC 2002. ELECTRI 3. INSTALL i DRBELL ANSFORMER IN HVA( CLOSET. PLM 1 I , ACL SEPARATIO.ri WALL ELECTRICAL PIAN 1 DATE: 08/2 1 /4 �� _ V - 0_ D » DRAWN BY: "AV- k. GENERAL NOTES: SPECIFICATIONS: (continued) stib Group,Inc. a This document along with assoaaM CODES & DESIGN STANDARDS: DESIGN LOADS: documents,is an instrument of . rs service of physical and Ne�ctual yam. Fbnda-licensed encgaineering_finn and the OTHER FRAMING 1 II wo engineer idi�hfled herein. A revocable 1.All notes drawings,details,tables,references and specifications depicted within these engineering documents shall be reviewed the client and each material and/or Florida Buildin Code 2007 as licable ROOFS �� l nsa has been granUed to the user(the > g , spec cep gin g by g ( app ) person w entity identified belowllo use rule service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be Florida Building Code-Residential LIVE LOAD 20#/sf N ;i/ i/ ;ii i/ ii y i/ /r / / /r irnstrurrlent of servlca deported. »ti165 and Y Person thorough g g s, specifications depicted herein,as well as a 1•All structural(dimensionaI/solid-sawn)framing members,except.as noted or specked otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. ASCE 7-OS g DEAD LOAD/SHINGLES 7#/sf I C riji/�/��' 'rr�r �r �rrr�'rr��'rri i oo„ ld one time a, to furnished b those s and/or entities with a thorou understanding of the notes,drawings,details,table references and ep ii yri'/r detailed herein and on�y at the spe bo ion thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. NDS-05 DEAD LOAD/TILE 20#/sf //ir , i jii'irri' �dentrred t»bw. Reuse at a location 2.All engineered wood beams shall be Trus Joist/I-Level/Weyerha Buser brand Microllam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in TPI 1-02,BCSI-06 DURATION FACTOR 1.25 r///i/. ! i/r !i/,i ' other me one described herein and+or // /� / // r copying,duplication or modification of an accordance with the manufacturer's specifications,instructions and directions. ;/ r // zoNE"'" /i ' / /r dasgn or element herein is a violation or 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 ACI 318-05 FLOORS / r ;/ /r/ iii/ /; federal�nte(lectual copyngnt laws and/or state and 1610 of the Florida Building Code,and/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 WFCM-01 LIVE LOAD 40#/sf 11 ii % i /,/�' elm nd�sspun�ble rofroie,imprisonment ngineers N ' along with Tables R301.5,R301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the n analysis, 3.All engineered wood posts or columns shall be Trus Joist/I-Leve'.UWeyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members,as specified,or DEAD LOAD 12#/sf !/ i; i/;i Sir ,// �ocaib o l;�sefor arse a�bon �" drawings,details and specifications commonly required to d Y analy equivalent,except as noted. Vertical sit or columns specified on the framin lens and/or details as engineered wood may not be or raced to ether to form '' %/iri''ir/' i'r/''ii' r/' //r 'r person g spa my depict the construction necessary to conform to or with the structural loading requirements as outlined in the eP P° g P g Y P P g DURATION FACTOR 1.00 z ii ^ /i it / /r!,i///r/ i�� ^ / entity in possession of an ong.,a�oroopied q version of the documents)small return all aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawn members- DESIGN CRITERIA: CEILINGS/ATTICS o it /,ii, Sir ii/ii/ ii iii// ii zorr> ^r /� „ersiong ro me castiAo Group,Inc. engineer's scopeof work specifically excludes engineering functions delegated to others i.e.roof and/or floor design i.e.4x4,4x6,6x6,etc. -may be replaced by a similar-sized(e.g. a 5.25"x 5.25"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or LIVE LOAD/NO STORAGE 10#/sf non�oncurrent o i/ r./ /--///'/%'jar/'�/'' /'rr' / /' immediately and cease any and aN. I / � // /r/ r/ /%/ %' ' construction We ofethis doocument Y J g ger truss design,engineered wood products design(except EWP documentation required the engineer Y LIVE LOAD w/STORAGE 20#/sf( r/ o i/ zoNE /r/ / /r r specified herein),etc.]as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drain q by / r, ^1 ;/rr / / ', / /! aforementiorred tarter and conditions. ( g age),etc. And, BUILDING TYPE ENCLOSED DEAD LOAD 5#/sf i it ii "i rjr r/ rr/ �, aolcrnowleciges agreementtoere the engineer's scope of work specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture " BASIC WIND SPEED 120 mph(3 sec. gust) // irr / r ,r x/ !, ZONE !r/ !O protection,infiltration and/or resistance;resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The-engineer further warrants that the 4.All nailing shall be with common nails,except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by EXPSOUIRE CATEGORY C WIND Sri r '' 'i i/'% /'i/ / •1^ /, i i/ structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections of the code and makes the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place of nails LOADING SEE DESIGN CRITE 'i r iii // Sir/ice ///i ii - irr ii/' DESIGN MEB, g P PP Po BUILDING CATEGORY II / // / rr /' no other claims,warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address or screws. IMPORTANCE FACTOR 1.00 DURATION FACTOR 1.60 %/ //''%ii 'ice' i' i/ /i/ i'i i" /11 SIESMIC N/A iii/i/'/ii// i i% /i' / /i/ i�%i DRAFT MEB elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineers scope of work and shall be INTERNAL PRESSURE Coef. +0.18/-0.18 rr r/ /rr r i/ / / irr jr responsibility of the appropriate entity-i.e.owner,architect,contractor,and/or building official,individual) and collective) to design,account for or otherwise v as 5.All engineered components,including roof trusses,floor trusses,I joist,etc.,shall be installed in accordance with the manufacturer's specifications,instructions and 'i/' / / // / / appropriate ate for the intended se. g Y Y- gn> Y directions. iii ZONE / /' r/ CHECKED LAP PP Pn P /r 1• ji // zoNE / 6.All sheathin shall be either APA-or TECO-rated,E osure 1,P:S1/PS2 Structural 1 rated sheathing NOT required except when 41 rr ii ii �(� SCALE N/A 3. The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or the associated effects g P ( g qspecifically identified as such). U1 iii ii//i /,i/iiiii thereof. It is the responsibility of others-i.e. owner,architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum Sheathing may be either OSB or plywood,unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly blocked. Use of"ply clips"or similar edge support is required at ansa rted panel edges of roof sheathing 7/16"thick when supports are aced at greater than 16"o%. EZ aaBl s DATE 9.7.2010 appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than P Y P g. PPo 4 PPo P g g PP spaced 8re _13"31-CORNER the minimum prescribed FE as scribed b FEMA and enhanced the local controlling authority, Use of"ply clips"or similar edge support is required at unsupport(4 panel edges of roof sheathing less than 23/32"thick when supporting file roofs. Use of"ply clips" zoNE(s)TYPIcaL JOB NO. 10-134 p by MA, y by g ty,or as prescribed by the community engineering and approved similar edge rt is recommended at unsupported anal edges of all roof sheathing, p p 1, -by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone g support PPo p g g,regardless of panel thickness,for improved aesthetics. Roof and wall "V"unless these engineering documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. sheathing shall not be less than 7/16"thick. Floor sheathing shall not beTess than 23/32"thick,with all panel edges supported(tongue&grove or blocked). Some ROOF PLANNIEW � ZONE^1 INTERIORzows) SQ FT. design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. 1 REV DESCRIPTION 4. The design(s)depicted within these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced I 11 rr %/ ZONE^2^-END/F.DGEZONKS) 'herein)as interpreted and enforced b local authorities having jurisdiction and,further,the engineer is not aware of an errors or omissions contained within the design(s) 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA( www.a awood.or recommends the use of either 15/32"thick,32/16 span-rated - ) em Y g jy gn(s) EZ DIlVIENSION: 1 or documents,nor of any inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion of these engineering sheathing(Exposure 1,PS 1/PS2) or 7/16"thick,24/16 span-rated ;Structural I rated sheathing sheathing is installed with a vertical orientation(long axis * t n *mY ZONE^s^-CORNER ZONE(S)documents be found to include an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to parallel to the studs)on the wall(see Technical Bulletin TB-202 for additions information). The discretion to enforce the aforementioned recommendation is at the sole 4 -9 2 - the client-unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the I for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the surtabihty of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhance 3 - engineering documents or addendum thereto. the construction of the exterior walls. 4 5. These engineering documents may be used one-time-only,and only at the specific site or location identified herein. The design(s)s depicted herein may not be used to 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the manufacturer's specifications,instructions and NASSAU g Y Y Y gn( ) Y directions. Alternates to the wed Simpson connectors m be used,provided that the alternate connectors meet or exceed the if CO^ execute(a)subsequent structure(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. � P may pr specifications of the connector(s) ,•� specified and have appropriate product approval and installation instructions and directions. CASTILLO 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. r 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. FOUNDATIONS CONCRETE&MASONRY . 1. The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design ., 8.Any discrepancies between these engineering documents and the architectural drawings,site plan,survey and/or other data or information shall be reported to the RPM ��. Designers ,��.;�.;�<' parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during L �� is/are intended to minimize differential movement resulting from rile heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the O r,) Engineers -�- constriction,construction should cease until such time as the discrepancies have been resolved. O `tt a foundation components will experience movement throughout the Useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of O Q :_=_ / ti' ti (r 655o Rooeevek Blvd the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the construction of O O r ecu sRooge,Ft 3z:g4 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations / O O (/ R _ and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information partitions above floor slabs,finish work on or above the floor slab and the locating or constructing of secondary elements near the stricture that could affect future / O O 1_295 (904)77='6ioo eP g g Y reP performance. // o Fm.CoA No.i or for claims arising from the use thereof. P ///j/ O O O 9°s 2. The foundation design(s)depicted within these engineering documents has/have been prepared based on a relatively flat well drained building site featuring 0• //// O d V) 10.Unless specifically depicted within these en eenn documents,the engineer has not been made aware of nor accounted for other components,elements or stems ' 9 - -� Y eP 8in $ mP �' L '/ O O W r that may be intended b others and could affect the performance and/or serviceability of the structured acted herein. exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#!sf and a design lateral load(at-rest pressure)of 60#/sf per foot of depth // / O 9 Y Y ty depicted 4 / O U I'll \ \Tom\ with a level back slope. Should site conditions be adverse to-or o6erwise inconsistent with the aforementioned parameters,construction shall cease immediately and ,, ///A��/ O O p Z 11. These en ineerin documents should never be scaled. Wall f should be based on the stud table(s), cifications and/or the relevant notes /iced herein. Wall the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. ///i7/' O O U framing shall not be assumed based upon the"scaled"wall width depictedrepon these or any other drawings,or b upon notes or references included in the architectural ////////// O O O O ~ drawings. 3.Backfill should not be placed adjacent to the foundation walls unctil the walls have cured adequately to provide sufficient strength and have been anchored to the floor / // /// / O O O � Fl system above or otherwise properly braced or shored to prevent damage to the wall. ////,/////////// / p,O k-� - ,a 12. These engineering documents include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc.of headers,beams,columns,posts, //// / "b O - E 4.Refer to the Geotechnical Engineers report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing %// / /// // � studs,joists,rafters,sheathing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shown on the / // /// - capacity. In the absence of a geotechnical engineer's report,the sit1,,and soil shall be prepared to the satisfaction of the Building Official. / �// //, // i/// (�[�O �••� - � associated architectural drawings. Additionally, 2 the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded or enhanced, / // ///f�, / t O within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated %/ /�'/// / // - - FLOOR PLAN/VIEW column or wall,unless indicated otherwise. / / % /. U 13.These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using / / // / O�' O 1 r. / 0 ❑ ZONE^4"-INTERIORZONE(S) /� the documents for any purpose. If(a)page(s)of the engineering documents istare missing,illegible or otherwise unusable,obtain complete and legible documents before / /// / O "EZ" DIMENSION: V V1 6. The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those steps,jogs and elevation // / / / / CP proceeding with intended use. / / o / / O changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood that some of these items may change /// / /// O RPM ** 41_911 ** /' ZONE^s"-END/EDCrEzoNE(s) during actual construction. The design(s)depicted herein can only address the proper foundation configuration as specifically depicted herein and could require p / /// / N/ O O 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having //' //, i _ /" jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means and additional analysis and effort should field revisions merit. U // // // ' U' j P cY eP g a / /� ;/ ;j// /%/ O o O 40 Q F_4 methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and / AIN 7.Extreme care should be used throughout the construction process)to prevent the movement of retaining and/or foundation walls until the completion of the structural // i',/ / //' '/ ', O o o G � ` C% MAX. ON-CENTER STUD SPACING in INCHES standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been / / /// o �{' r ( pp )( )appropriate permmmi( ) design(s)depicted y appropriate g ty(' ) gree( ) system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore Q / / /// // j O Gl approved,and c an a ro ate t s has/have been issued to execute the desi s d icted herein b the o nate controllin authori res or their desi s. as / // / O Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the ty(ies)responsible for the the walls throughout the construction process to maintain the integrity of the design(s). //. // //j / // END-ZONE/INTERIOR ZONE: V) � issuance of any permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy (or statement of CLAY CO. I-295 wain 120/c L E X I B L FINISHES (NOT STUCCO) 4.4 completion)shall be issued for the structured acted within these engineering documents,nor shall the structure be occupied or otherwise used for an 8. The building site shall be cleared of all top soil and organic matt,�r beneath the planned structure location,as well as for an additional five feet or more beyond the i�fr,.Rf.xc <2V 0) P ) depicted g 8Y P�`�until such o � FINISH MIX 2x4 2X6 2x4 2x 10 ~ time as the authorires having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe,sound and in compliance with all perimeter thereof. Unless otherwise indicated,all footings and flat concrete shall bear upon non-organic,undisturbed soils compacted to a density of not less than 95/o V tr( ) g J �r of Modified Proctor Maximum Dry Density(ASTM D 1557)for a depth of not less than two feet(24 inches)below the bottom of the footing or slab;Or,upon clean moi, PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPE #2 SYP #2 SYP #2 SYP applicable laws,rules,codes,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering documents. (NOM AL) GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop non-organic,undisturbed soils(with the compaction 40 k s' 16"/16" 16"/24" 16"n4" 24"ria" 24"ria" 2a"24" 24"/Ml C W 15.It is the sole responsibility of the contractors and labor contributors executing the design(s)depicted within these ` e the thereof verified as previously referenced)and added in one foot(12 inch)lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor �• A■.1 �' ( ) �o Maximum Density ASTM D1557 These minimum specifications maybe exceeded or superseded b either a geotechnical engineering 9 12"/16" 16'/16' 16"/16" 24^/24" 24'/24" 24"/24" ZVIM' erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs,as well as insure the soundness Dry �'( )� � Y Pe y g gi caring report specific to the T•d0 10' lz^/16° 12"/16^ 16'/16" 24"ria" 2a^ria" 2a"ria" 2a^ria" � of the stricture and its sub-elements and/or components throughout the construction process. Furthermore,it is the soleresponsibilityof the contract s and labor building site or at the direction of the Building Official,as deemed necessary to achieve the minimum required(2,000#/sf)soil bearing capacity,but in no case shall the �S CO. " P m{) site be reared to a lesser degree than that which is outlined herein. contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process,until such time prepared gT lr s^/i2° s n2" 12"n6' 24'24' 2a^ria^ 2a^ria" 2a"ria" 12' 8"112" 8"/12" 16'/24" 24"24" 24"/24" 24"/24" 24"n4" as all of the structural elements and components depicted within these documents are properly installed,inspected and approved.. Bracing shown throughout these 9.All concrete slabs on grade shall be no less than the thickness in(licated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop i i4' N.P. N.P. 8'/12" 16"/16' 16"/24" 24"24" 24'/24" w w engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. 16' N.P. N.P. 8"/12" 12"/12" 12'/16" 24"n4" 24"ria" . r, (minimum) I Omil polyethylene(visqueen)barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 WI Axl.4 PROJECT LOCATION MAP WWM,lapped not less than 8" at ed es/ends,in conformance with ASTM A-185 or Fiber-Mesh reinforcement shall be used with minimum 2"fiber len at a rate of 1 1g.5' N.P. N.P. 6''/s" s"/s" s'v8" 16"ria" 24"ria" � O 16. Yet-to-be-installed building materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within PP g. ' these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of lb.per cubic yard of concrete,complying with ASTM C-1116. 19.6' N.P. N P. 6"16" 6"/a" s^is^ 16"/16' 24"/za^ the floor or roof-,Unless indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. 20.5' N.P. N.P. N.P. N.P.6-76" N.P. 17716" 24"24" E 21.5' N.P. N.P. N.P. N.P. N.P. 12/16" 24"24" O 10.Minimum compressive strength of all concrete used for foundations,slabs,etc. shall be 2,500psi at 28 days. COMPONENT & CLADDING PRESSURES (in psi): z2,5' N.P. N.P. N.P. N.P. N.P. 1212" 2a"/24" 17.All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instnJctions 11.Where indicated,cores or cells of block masonry(CMU)shall tie filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less w� 12o/e ROOFS provided by the manufacturer,or as otherwise indicated by the code or associated product approval document. PITCH <6/12 (all values negative-i.e."UPLIFT") WALLS(incl.Windows&Doors) � �-+ 9( than 3 si at 28 s. Mr,.Rr.xt <21r z0NE"3" ZONE'7 zoNE 1 oVE12HANG OVERHANG !^" '� � " " '� END ZONES INTERIOR ZONES CORNERS END/EDGE INTERIOR CORNER INTERIOR MAX. ON-CENTER STUD SPACING(in INCHES 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated AREA(ins .ft.) NEGATIVE POSITIVE NEGATIVE PosITIVE � � W 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: ,.standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are " <10 -73.48 -48.04 -25.43 -104.56 -62.17 -44.65 33.35 -36.17 33.35 END-ZONFANTERIOR ZONE: E4 Z routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and a)Concrete cast against earth: 3 b)Formed concrete exposed to earth or weather: P/2" 20 -68.39 -43.80 -24.59 -94.67 62.17 -41.82 31.93 -34.76 31.93 enforcement agency and subsequently used for construction in a prompt manner. Should permitting and/or actual construction be delayed and the applicable effective WIND 1<20' BRITTLE FINISHES (STUCCO,et W g Y( � Y ) P Pt P� g Y �' � c)Interior slabs,Walls,etc.: 3/4" 50 -61.04 -37.87 -23.46 -80.54 -62.17 -37.59 29.67 -32.50 29.67 � Mn.Rr.Ht <20' date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be returned to the >100 -56.52 -33.91 -22.61 -70.65 -62.17 -34.76 28.26 -31.09 2x.26 FINISH BTUT. 2x4 2X6 2x6 2xm0sall 0 engineer,who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or 13.All reinforcement shall be conform to ASTM A-615 and be de 40 G40 unless indicated on the plans and/or details as grade 60(G60). All longitudinal PLATE HEIGHT #2 SPF #2 sYP #3 SPF #2 sPF #2 sYP #2 sYP #2 sYP T� methodologies. In no case shall these documents be used for permitting or construction more than one 1 year after their date of ori issue. ( ) P ( ) (NOMINAL)1� i ( )Y ; (horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or matching corner bars shall be used. All longitudinal s' 12"16" Ix'/16^ 16"ria" 24"ria" 24"n4" 24"/2a" z4^/24" V) O w (horizontal)reinforcing shall be la at splices a minimum of 40 bar diameters 20"minimum la for#4 and smaller reinforcing)and all vertical reinforcing shall be LEGEND - 19.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme ) S P. ( P g) g 9 a"/s" 6/R2" 16"16" 24"/24" za"n4" 2a"ria" 24"ria" care and code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or conflicts. lapped at splices a minimum of 25". ltr 6"/a 6"is" 16"n6" 2a"ria" 2a"n4" 24"ria" 2a"n4" � Z the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability of the l2)2x10-2 / 3 HEADER/BEAM GALL-OUT 1r N.P. 5"i6' 12'/16" 16"24" 16^ria^ 2a"ria^ 2a"ria" However, ry p p ppo " " g �' 14,ALL concrete operations-including but not limited to mix design,mixing,transporting,reinforcin detailingand placing,placing,curie and testing shall be doneT „ ^ � l �•+� engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the paper phase,opportunities do exist for the design to require additional effort 1 g pe . gg„ P g F g g g- T 1x N.P. N.P. Ir/16" 1216" 16"/16" 24"/24" 24"24" � F-4 C� � once construction has commenced. This,combined with the relative) low fee relative to the cost of the structure associated with providing the en services as in accordance with the requirements and application of ACI 301 Specifications for Structural Concrete. NUMBER OF KING-STUDS EACH SIDE OF OPENING _ 14' N.P. N.P. 6"/s" s"i8" 8"/12" 2,^24" 24'/24" Y ( ) Pro g. g NUMBER OF JACK-STUDS EACH SIDE OF OPENING � h� w ,�/ depicted herein,causes the engineer to be unable to accept"back-charges"for errors or omissions contained within the design(s)depicted herein. 15.All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. SIZE OF HEADER MATERIAL (+2 SYP UN.O> 16' N.P. N.P. N.P. 6"i6' 6"is" 16^/16" za°/2a" W NUMBER OF PLIES IN HEADER 1 18.5' N.P. N.P. N.P. N.P. N.P. 8"1ir 16"/24" 1, r"1 W 20. These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the en$inarr. ) 19.5' N.P. N.P. N.P. N.P. N.P. 8"78" 16"/16" M Aq F+i 16. Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type I,Grade N-1,normal weight,with a minimum compressive �.,I For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elements contained ALL EXTERIOR HEADERS (2)2x4-I/2 UNLESS NOTED OTHERWISE 20.5' N.P. N.P. N.P. N.P. N.P. 8'/8" 16/16" herein are prohibited without the expressed written consent of the engineer. strength of 2,000psi(fm= 1,SOOpsi). 1, 21.5' N.P. N.P. N.P. N.P. N.P. 6'/8" 12"/16" � Mei O 17.Mortar shall conform to ASTM C270 and be Type S. ALL INTERIOR HEADERS C2)2x4-I/I UNLESS NOTED OTHERWISE 22 5' N.P. N.P. N.P. N.P. N.P. 6"/6" 12"/12" l 21.These engineering documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The e,ngineerhas used EXTERIOR STUDS SPACED AT GREATER THAN 16"o% SHALL .,� -f V resources reasonablyavailable to him,based upon the information relayed b the client,to determine the appropriate wind and ex sure for the c Ate or " SW - SHEAR-WALL SEGMENT - REFER TO SHEET 5T1 FOR ADDITIONAL INFORMATION p° �' y. �d p° �th 18. Grout,when specified,shall conform to ASTM C-476,with a rlinimum compressive strep of 3, sr at 28 days mixed to provide a slum of between 8 � BE SHEATHED WITH IV1D1`JIMiJM �„ �"NOMINAL SHEATHING, � '� 0-4 location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind spe:A maps and 11". P OOOp Y P P REGARDLESS OF EXTERIOR FMI OR SHEATHING `�`� published by the local controlling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the i� wind speed,exposure and other design criteria shown herein to be correct and code-compliant or to approving these documents and authorizing construction kom thin ORIENTATION. FTS _J � x1)°sur gn P � �° g rrzrng 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified differently on the drawings. � i� F�1 N W The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided t0 him Lintels shall be of adequate size,strep and reinforcement for the van an and loadingconditions. "RSD" IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN USING Z" � }�j by the client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. INDICATES THE SPECIFIED HEADER OR BEAM 15 RAISED A50VE THE lE LINE OR"" THICK WALL SHEATHING. 16 20.Provide horizontal joint reinforcing in CMU walls at 16"o%vertically conforming to ASTM A82 and ASTM A167 Type 304. (-) INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER U M Q U STUDS WITH MA�(l1vIUM ON-CENTER SPACINGS OF 6"OR 8" � � !� -SPECIFICATIONS: I MAY BE DOUBLED AND SPACED AT 12" OR 16" ON-CENTER, FZ STEEL RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED C) a/ WOOD FRAME WALLS TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC"Specification for the Design,Fabrication and Erection of Structural Steel M� �l ►-� E"i 1.Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be interrupted i.e.broken, raced or" latfoNm-framed" when Buildings,"9th edition. W F-4 4-1 � � Y � g ) Y Y ��P (� P, P ) FRAMING CONNECTOR SGHEDU�.E FRAMING-TO-FOUN TO-FOUNDATION / MASONRY CONN OR SCN U fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and should not be 1 used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall becontinuous and 2. Structural steel shall be ASTM A36,except as noted below: CLIP,TIE FASTETER6 / O l bdIRPtUAW INr LOCA.n M<rmoNO ATION6 Wr/6TEM-umAl_L i'OUNDATION6 cru WALL TIE-t"JEAM/LINTEL or STRAP or NAILS FRAMING MEMBERS CO1,MCTOR (SAE lora) � Engineer. uninterrupted between points of lateral support. a)Pipe ASTM A53,Type E or S,grade B ATR 6121 MIN EMBED MM Er CED MIN EDGE DIST MM EMBED MIN/MAX EDGE MIN EMBED WW DIST - P P PPS b)Tube ASTM A500 Hs.5 (5)ad PM END (12)lad ABU-44,-aa 5/a•• 5-1/4• 5-12° ; 3- 12• 1-3/4•/b• WA - L retice* Paine, PE 2.All top-and shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete pr masonry His (4)ad FM Erin (m)lad/E,� LTT206 V2.+(EA) 4-1/4•,u/MNI 5-,n. 4-"✓z-1a■SPcYG a. 1_5,4./a. a" f. ngineer 3. All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. Ha (5)1ed x I-l2"PER END 2-la -Pc 21 m 41 OMY" 4`M.S-epos e,No.21475 shall be pressure preservative treated. (22)10d SWXLE MGT 5/a■• 5-12• ; 5_V2" 3• 12• 1_3/4•/a• Q" MT512 (14)led or led x I-vr TOTAL 4 :e No. 10323 xx(22)I®d DOUBLE MGT (2)5/aY 5-12• -Ver• 3• I2" 3-12•/4° D" 3.All vertical wall framing(studs)-including"jacks" and"trimmers" -through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s)and/or table(s), 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM 1aT620 (2e)Wd or(24)Tod x 1-12■TOTAL 4 Licernse fro.22978 (1a)lad SMT,E NTT* ria•• 5-la• I-12• Y Q" 1-3/4•/a" 12• w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)larger than 2x6 shall be#2 A307,A36,SAE 1018 and Grade 2 bolts. LGT2 (la)wd SNicEli6 TO TIMM, (�t6d DOUBLE tarrlS l2)Bus,• 5-va• , 12^ 4• �" 3 12»/4. D 4 Thi '�+��{.,o al `vith�".ff (14)164 SINKERS TO N'8 POST 4 - ',s ,17"'tf si 6k �H�I 1.. SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. µu,,_ISS,-1a-2 (2)ted x 1-Ver•TO TRUSS,(le)TO Nt/POG 2x(ter)lid TANPEM WrM /l)5/a•• 5-v2• 9-Ver• 5■ IS. I-314'/6" WA 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. :,The Castillo croup,Inc. 4.All required 2x blockingin vertical wall framing shall meet or exceed the specifications for grade and res of the studs specified for the same wall, except walls that MSTAl2 (le)led TOtAL (3x)wd 6rr,lurs SMraLE Win 5/a•. 54,21 9-V)° 2- 6• 1-3/4•/`" WA 6550 Roosevelt Blvd. mg C 8r species spec Pr MSTAIa (14)10d TOTAL 2x(32)1ad S1riw. DOUBLE u-M2 (2)5/a•• 5442» 9-12" 5• am PLAN WA Jacksonville,FL 32244 are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. CORROSION&DECAY RESISTANCE: MSTA24 (1a)Nod TOTAL (1a)Y4•+x 3•IDS sMGLE PMD& are•+ s• a• 3• 13-1/1" 3-1/2'/41 13-12" 4 (604)772-6100 5. In some instances,these engineeringdocuments may include a specification for a column within a wall where the size of the column exceeds the thickness of the wall as MST3T (az)lad TOTAL zx cte)y,••x 3"eD6 DOUBLE F'peS (x)ver"• a• 13-12" 3• is-vx" 3-12■/4• 542" 4 FL CoA Number 29015 Y 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony MST48 (46)16d TOTAL (2e)P4••x 3.806 SW-4.E WPM ver-• a• 13-/2■ ,-J/4■ 6l_E PLAN WA specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicic»esses: a)The P° xP° � Y SHEET thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be furred-"to athic>mess boards/lumber,joists,posts,etc. -shall be pressure preservative tmated to a level rated for the specific application. Borate-based treated wood shall not be used as/for M�Ta,9 (ser)tic TOTAL six(2o)Y,••x 3■at* DOUBLE ARCO (2)1/111104 13-41• 13-12■ 4- GEE PLAN WA similar to that of the column so as to conceal the thickness of the column within the wall;or,c)The column and adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the C6* (3e)ad or(26)10d TOTAL (24)Y4••x 2161 EDS SMAR WWDOI 1•+ S. lb. 3• elm FILM N/A column"wrapped"with a finish material i.e. ) semi-exposed space y application. &21.44,-a,-a (12)10d x IAA 2x(24)Y4"•x 24-SD6 DOUBLE 1�1D@II (2)r+ s• o" 4• GEE PLAN WA pped ( gypsum,etc. and left semis used into an interior ace within the structure. Additionally,if none of the three PP I•IPA1D22 (23)lad (16)ted WIT2,HQT3 (2)s/a•• r n-1/z• 3• aE Paw 11-1/2" aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine if an engineeredwood 4 C S (EWP)or structural steel column may be used within the allotted wall cavity. 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. LTP4 (12)ad x 1-v2•TOTAL (16)led HGT4 (2)3/41• r 9• 3■ SEE FLAN N-Irl• 4 A3$ (12)ed x I-V1•TOTAL 3.All fasteners(nails,screws,etc. less than%"in diameter)in contact with pressure preservative treated wood shall be either hot-dipped galvanized(HDG)or stainless META20 (12)leer x]-In" 1)USE EPSON AT ACRYLIC TR TWO-PART EPDXY FOR ATR-TO-ROAlD. URO. Of ,IELD FRAMING steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility with the HETA20 (G)1�x 1-1/2• 2)ALL D"Ey61ON6(MM DIA-LITER,&SME M IE ,EDGE,Err,.)ARE mm NJ1 D UN.O. "� - '""`""' application and/or corrosive material. The exterior use of anmaterial treated with a pressure preservative treatment containing ammonia shall the exclusive use LGT24-ASCNRY (16)169A S1�RS TO TMJSS, 3)*DOABLE*WOLD-DOLLN6 RECUIRE MIN"JM a•GPACM BETWEEN ATR AN UK0. REVIEWED FOR CODE COMPLIANCE Y P g re 11)V4+x 2-V4•TITIN GCREW6 TO WALL 4)EDW DISTANCE DIMENGIOt•16 TO BE MEASURED FWM TFE Els FACE TFE ,J.Limited elements or areas of the design(s)depicted within these engineering documents may include the label or reference"field frame"or similar. At these confined fa actors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use of SS connectors and MT� (v 10d or lea�1442"TO TRUK 55))M'WA EDW CE� tNOT�AT r INTERIM�L�,� �M� r�7 ATLANTIC BEACH (4)V4•x 2-V4 TITFN SCREWS r0 WALI. t Y "' CITY OF locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include (a)1ma or and x 1.4x•To TRIM, EMBEDMENT rs MEASURED t�olM t Low sLalS ELEVATION g =-•. _. stairs and/or landings,plant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or HTSMIa (4)V4•+x 2-V4■TM SCREWS TO 11mN L a)ALL PARTS/DIRECTIONS TO BE 1N6tALLED M ACCowANCE Wrn(MAtJUF $ �A SEE PERMITS FOR ADDITIONAL 8 P g tYP MSTRUCnoNe•DII.ECTIONs accessories. As such,the engineer has deferred to the contractor or other person or entity responsible for the execution of the constriction depicted herein to create his or 4. Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX,HGD,etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. N� 465,-16-2 (2)10d x I-v2•TO TIM", v ALL NAILS SPECIFIED ARE'COMMON"SIZES UN.o. Y. REQUIREMENTS AND CONDPTIONS. her own design for elements or applications specified as"field framing"or similar. The design(s)sand execution thereof shall be in conformance with all applicable laws, Use only zinc-plated/galvanized fasteners with zine-plated/galvanized connectors, (a)v4•+x 2-v4"rrEN GaeEu6 to WALL a)MMNvt ROD azEK4uwE,ereEDr�Nr.Ex"E DISTa st+aw CN PL errEXMO gn PP g gn( ) apP (s)V4••x 31 IDs TO TM46, MINtMUM6 6MOLLN ON T46 04ART �� l� rules,codes,etc.and shall be to the executed to the satisfaction of the Building Official. F�TR r2)12••x s•T1tEN++D'.To WALL �)MNn '9rl aAc I r1erA" i`'11A uric. FILE COPY REVIEWED BY: DATE: 5.Regular inspection and maintenance of wood,wood-based and metal products used in structural applications and/or used in outdoor or other potentially corrosive l-tSTAM3a (a)10d TO FRAMING 1v nMNIMUAIM S' EDGE DISTANCE FOR TITEN ETA-SCREWS environments or applications is essential for continued,long-term satisfactory performance. (4)ver•+x x-ver■1ITEN To MASONRY �)MINIMAJ^14»EDGE 016TANCE"oR Tm1N HD'• .` .xx •". . V. This document,along t documents,is an instfurr service and are the physic pro�,ppeerty of The Castile Flortda4' sod on 'rise pro?i�tt enggineer idenllTied t ricensehas been grants parson or entity identified instrument of service depir associated documents construct the buildi Vs)f detailed herein and only all identified below. Re-use other that the one descril copying.du ication or m fe=fdesti''gnor element hereir mtellectual copER dmhistractive code Board etc.and is punishable by 1 and/or NCensefautorizaboi revocation of license for ca version entthe dopcumentof n versions to The Casti) immediately and cem construction and/or use documents.Use oft afoareme�nttoned tert�rts'sI DESIGN ME DRAFT MF CHECKED LA SCALE 3/11 DATE 9.7, JOB NO. 10- S TF. - r ,4 B C REV DESC,'RIP � 1 I STORY 3 OWROOM Mt7DEL-ENTRY LEFT 1 STORY 3 IWIPROOM MODEL-ENtRY RIGµT 2 - 50-4" 3 - 2s'-2" ,_2 4 - �\ / RO A M X. -4'b The t ------------------ ---------------------- ----------------------------i Gx" P 0) J01 Designe: CJ02 s _ Enginee: � ST2 i I , I , 1 i ST2 m i i i i e I t L- ST2 i i ST2 i I._$" 3'_0° CJ03 CJ03 Jxksoe FL32244 Bh,& (904)77adnoo I FL CoA No.z9o15 Tot r_- i 4" CONC. SLAB REINFORCED W/ I 4" CONC. SLAB REINFORCED W/ i r -� ^\ i i T01 i i EITHER 6x6 10!10 WWM OR FIBER I I 9 / t I i MESH ON x MIL VAPOR BARRIER i i EITHER 6x6 IL V PO OR FIBER � i � I I J T02 �\ ' ' MESH ON 6 MIL VAPOR BARRIER I I L---J T02 OVER CLEAN, COMPACTED FILL. i I i OVER CLEAN,COMPACTED FILL. i L___J \y/ C =_= ? L�J � � r r-----_3 / SEE ARCHITECTURAL DRAWINGS i I ; SEE ARCHITECTURAL DRAWINGS I i i AND SPECIFICATIONS FOR INSECT i i i i i T03 t AND SPECIFICATIONS FOR INSECT I i T03 AND DECAY RESISTANCE I ' I AND DECAY RESISTANCEI - -----____ L------------ ----- i CONSTRUCTION PRACTICES. I i CONSTRUCTION PRACTICES. i - ------ - 9 PROCESSES AND TREATMENTS TO i I PROCESSES AND TREATMENTS TO i MEET APPLICABLE CODE I 9 _- --- �4-= MEET APPLICABLE CODE I I I -- -, I ' �► x REQUIREMENTS. REQUIREMENTS. iT05 T05 I -------- ----� E , , --- -, Cir--------- - 'T06 T06 i i i r- it---- i i i T'01 I� TOa 12 X u - ir i t r __ _ I• ST2 T09 TM '-L--- T09 4 4 T09 To8 - l ST2 __________ T08 I ST2 i l i i � i i TO 1 I TIM T06 n -------------------- T05 II �� — -------------------------- O ==-A T03 T04 T04 I , 703 T03 ' ST2 I ST2 fix, 1 t t I I j T02 TE2 I I I I I I I I 1 F I L----------------- --------, i i ------------- ------------------- ' T01 701 1 I I I 1 ----------- ---------- I ------------------ ----'1 ------- --------------_ r-- ' i 8/10 ST2 I ST2 8/10 i I—� i I i 03 � s, e 411 CONC t I ST2 i I i ST2 i 14" CONC 20eQ,ux, �� I ST2 I I 201140"A6 SLAB i ' ' t ' I I SLAB W/ 2-•4'S ' I ST2 n (I6J EJ01 ' V1 ;• � Y. W!2-04'5 fJ I i ' I ' __ --- i "1 BOTH tUAYS '" n BOTt-{ WAYS ; ---------------- --------------- L- ---------- --------------- I I l I I"------------- ------J I L---- ----- 4- -------•----'� ( x8 II ' t � " ( x8 R A M X -4 o 10'-4" 14'-10' K'-10" 10'-4• `' UJALL ANCNO... AGE LEGEND USE (2)MSTA24'S HORIZ USE (2)MSTA24'S HORIZ M ' 2g'-4• 2s'-4• ' " DIAMETER L-LENGTH THREADED ROD ANCHOR w 2 2" O HDR-TO-TOP }Pa. • HpR-TO-TOP IES. w/6" EMBEDM5NT AND 2" EDGE AT FOUNDATION AND 3"x3"xl .SLOTTED WASHER (+FENDER WASHER)ATUPPER-MOST TOP IE ASSEMBLY. Z " TO J" DwrufrER HYBRID THREADED ROD ASSEMBLY. (� 1 I ' � I GL � I � DIAMETER CHOR w/6" EMBEDMENT AND 2" EDGE ST2 SEPARATION WALL ST2 AT FOUNDATI ' W/7/-to-j REDUCING COUPLINCs TO j" FT1 1— DIAMETER FU -HEIGHT THREADED ROD w/2"x2"41 M WASHER ATOP R-MOST TOP IR ASSEMBLY. F.L. • FOUNDATION _ U M �" DIAMETER THREADED ROD ASSEMBLY w/ 4" AS �T 'I�CTUfc'A� '�AN [--, EMBEDMENT DME x2">�° WASHER ATOP 11PPER MPOST�OP i£ 2 FOUNDATION PLAN ASSEMBLY. Sl 3/1(0 _0II W 0 a aw ence.Aa I Project to ro s No. LI _nse No S 41, _License No. S7TIYV 61�leplft C The-Castillo Gra _6550 RooseveB Jacksonville,FL (904)772-61 FL CoA Number SHEET S1 f 0 Y THIS SI-IEATI-11NCs T!-{fGKNE'a5 t ATTACHMENT SG1-IEDULE i^6"TMrac a'nrJ rs4n6°'' '+"G'SHAW PER R F SHEATHING T H I N WALL APA OR W/(1)ROW OF TO TO I ADJACENT Assoc SERV 14Y0339.1 OF'04(®b) HING WALL SHEATHING lY/(U IROIU OP TO TOP a-PER SPH4-b-a CONNECTORS AT FOG-R:MIN®.113"d 24'OIC MAX) supparled x,18'0lC MAXI (3)mom or GHTNYs(N TO rad NAILS a /OP e)AND AT c AT TOP OF �•M� arRUCTURAL FLAK\ CALL OUT ON rASSEMMBLTOP O OP T 4 T NOMINAL SHANK le WIND l�PPabd RIN1G are.®D12°OVER 8d RNG SWIM(NAILING MIN.THICKNESS!SPAN IDDQ 8d COMMON NAILING- - ;, (D NOW OF IOd NAIL 8•a• BOTTOM OF 6HTNYG[N TOf---"r\ I 1 i SHANK Gia,I6-2® SPEED& MIN.THICKNESS"' '' ' I"NAILS '" • ♦ 01C FOR). NO ADDITIONAL a-tO-HEADER•MAX 32b/c I F ER MCH,02847°Gia. —INT PERIMETERI HORIZONTAL T APP.IAV VERT APP. INT END a 4"O.0 STAGGERED AS e-TO-HEADER CONNECTORS ROU1�D MIN EXPOSURE (SPAN INODQ ZONE END ZONES KATION UT STUCCO W/STUCCO ZONE ZONE (1)RDW OF • SHOWN.FLA PLY. _ OF GAR CORNER FROM 2"1J3VG1T1. O 1Od NAILS• 8V4AGiGEIQED, ■ • I~FOR HIGHER UFre <B FI h ■ - 15/ 2' 15/32 . . ■ 6"OIG I )3bt3"TOE-OR END-NAIL6 (u DIAD OVER MNL(4) • BLOCK ALL PANEL G712" 4!4 6/12 6%6 OF 2x6. USE CONNECTIONS AS EDGE&OF WALL 120 D (40/20) (2411 6) 32/16 3 16 STAGGERED, • q SPECIFIED ON STRUCTURAL •KHM-STUD TO 4EADER. TRUSSES,APPLIED TO BACK SIDE Wo 2xlm HDRG USE(W NAILS, 7OF WEB.CONNECT TO EACH TRUSS WiTHO UIrHHIN 3/4•OF z PLAN TRUSS t0 a CLIPS TO .,IF INDICATED E•BEDDED � 8HEA7HMICs ' ■ • ■ 6%12' 6%�' CENTEIE ME • • ♦ BE ATTACHED TO SWATHED 2%12 1 ENG-WOOD monsk APPLIED t0 FRONT WEB WV(2)NAL&NSTAt.L DIAG. 15/32° 6/12 414 7/16' 15132' i 5/ 2' WALL 6DE. STRAPM ARE NOT PROPERLY USE(12)NAILS. GIDE CG Nee = BRACES•EACH END OF CONT- EEW w MINWALL GFEATHMIG 4 120 C,110 D • -IN-PLACE,THEY MAY BE LATERAL BRACE LINES 4•MAX. NAILMKG MAY BE 32116 24/16 (32/16) (32116) OF 2%4 OVERRIDDEN B7 120 B,110 C.Ii 6%12' 6%6• 7/1 G- / 1 5/ 2' 6"112' '/12 ' . . + 6�TSIDE C8010ER NAILINREGUIG; ED A L 100 D,C,B 4 1 16 24 16 • CAPLA4C>=D BY THE FOLLOWING• RACING(BEE ARW • lIE TA-SERIES STRAP• 2m'INTERVALS BETULBFJd ENDS ••MSL(Ula"11m/JO) � . \<f J_ ROOF SHEATHING PER SEE P/&11 FOR BOTTOM CHORD I Lv .L K TOE-OR L'ND-NAILB JACK-STUD TO USE IRE V _ TABLE,W/PLY CL I3RAI,MG RE6QUtEMENT&. 118E[8JH 01�b STRAPS,2xH2 4 ENG,WOODS. tJiS.Edd NOTED (4)3lxl"TOE-NAILS•EA TRUSS/ I - I M. 2 1$/8' 2xr2 4 ENG.WOOD WDW RAFTER-TO-TOP IE N ADDITION TO USE(12)NAILS, HDRS USE 24 STRAPS. OrrHERWaF- RAFCoNTER -TC-T)SPECIFIED N ENGINEERED TRUSSES OR ••EM BEDDED STRAPS M ST CONTINUOUS LA7EIRAL 9>1�M 4'�lMt1&�,hM 9�lMP (�PIP llfl�lr� C.ONVENTIONAIL(SOLID-&AWhU /lie 171tCG fM11J(24/16 SPAN BE INSTALLED W IF LA11=_RA.BRACE MUST BE MADE Or - CONVENTIONAL 6OIEDULE OR ON PLAIN. TYPICAL, RCD6,Te AM IRNG BRACE(N DIEFTY AND FRNMt'Ys SEE PLAN,LAYOUT .,,.Lein r�.,.wQ�q,Ig•STUD ROpb,PER DETAIL e/6TI, I 'ALL TRU66 i RAFTER BFAIRI4G ABBOT•IATED ,,,,, ,,> I DEI.EGA71� ^'A- S�SiRUGTURAL FRAMING PLMI FOR ALi'0ER OF PLIES. FASTEN Rd)EX)APA-OR TECO-RACED ADDiTiO1V�4L P'G.OF•4 MORE THaN ONE PIECE,DO a0 BT 2 POINTE. ENY,ISSOCIAs FOR TYPE SIZE .-�"s 'a •T0-1CM STUD WALL GWEATHN6-TO-POST W/MN ad's•Q"O/C OR GYPSUM-TO-POS AT EACH END OF 111 UWl L SHEATHING w/3YG"o/e Sd RffiAR PER 8111MON BY TTRUSS OVERI APPN4 AT LEAST 2 TI@IJ68E8 s T,�18a -TO-IE Cd�NEGTOR9 ORIENTATION OF g"` `we--''�P06t.EPG NAILMKG EXCEPT ui1La1 NOTED. MSTiRueTIONa - UY MN Rd's•4 O� IF MORE TW W 3 PLY IS ARE t�ED.COP4ECT SEGMENT,WITHM 2'OF CONNECT TO EACH ■fie �n�e1LM1G RE(JUIIRED FOR EACH OUTER PLY TO 9FIEATi1MIGs AS SPEGIFED. BLOCK ALL UNSUPPORTED, I I 7 EXCEPT AS NOTED ON STRUCTURAL P1_AN<3) ¢�"r PLY N ADDRION TO 2 PLY'S. JACKLAKING-STUD PANEL EDf■E8 W 2x BL.00CING USE-$4 �OF TRUES 1'1B�WX2) I l2)2x()4 STP TOP iC FASTEN PLIES ASSEMBLY i CORaER GIA1 I ( T CURB*T2 NAILS UPLIFT(1_55) CONNECTION TOGETHER w/(2)ROM J3ba"NAILS• POST ASSEMBLY.BE ROD• [U S��-�CONNECTOR• LOC CD71_, EITHER 0-415 tU H25 12'o/c,STAGGERED,W MAIN.24"LAPS CORNER MAY BE JACK-ACING-STM ASSEMBLY- LOCATIONS. EITHER y\ 0-465 (1)N5 w/MIN.(12)J3bc3"NAILS N EA LAP INSTALL® PO ERP[ TO-FOUtDATION 4•COR3ER MAY 8E USED I 4 -,45 _HB -- �-6-b,MAX 32"o e D MULTIPLE PLY POST COWECTIONB AGA I -Y, �r POST A68EMBLY-TO- NOH-CURB WALL(RTLus 0-950 (U Hi0• __ a-TO-STIRS-Nor REQV WHEN USING TI NM To S(;A E A�.X FOUNDATION MAY S)USED V8T2)LOCATI01lQ 465-530 l2)H5'" I.L.O.WOOD•'Tte IROD6) IUOOD•TI•ANCHORINCs RODE PER 1-- 145-1000 c2)He's-- DETAIL B STI - FA4bTENER6INTERMED�PERS SWEAR It D0010f8)SHRILL BE 4 1 APIGHOR BOLTS PER , 0-1000 t)Hl6/HI@.5 TO TOPE 2x()Q SYP SHOE a w/l2)ROWS OF LENGTH OF C816 STRAPPING w/MN.(10)l0d 8HEA4R CONECtOR �' ATTACHED TO � PETAL AJ6n,TPP. 0_1000 - M' 12 ro TOP E - J3b3••II•o/q STAGGERED• INTO EACH PLY OF SILL 4 HEAD(ER),EME1m pet S_GWEEVS), APPROPRIATE 1 a v.TU MIN 23 23/32"APA•OR TECO-RATED HORIZONTALLY ACROSS STUD ASSEMBLY 4It I T46 DECKING(24-o/c SMURD-I-PLOOR)w/ II 0 BLOCKING,CONTRi)OUS TO GORIER P"NG GONTNUOUB tFNRC1UGHOltI E 6■�■ Ed Ng148NG 4 gppl@pVED GW ALL HOLES w/IOd.(TYP-4 STRAPS• WALL OE,tJE NT. ft -MAT USE PAST or-IC STRAPS 11-0 TA GTTD'o FOR 110J6bE8•24.O/O MAX HEADlEIR)4 4 STRAPS•OAU.) (211)BL oCKI'Ka MIG.MATC 4 SIZE WITH APPLICABLE AT STING,vo,(2 APPA-KATION& ATTACH TO [ CONSTRICTION ADHESIVE. OF ADJACENT FR.sN'I • MAW"AG111aER'6 FR.4M'11'IG W l22)16d or C26)IOd•• • EXTERIOR STUD IAL SPECIFICATIONS _,ir �=,-== - MATCH SIZE,GRADE 4 NSTlIJGTIONS 4 enucnwwu wnerrowexr�awaeuwLL --------- G,iUANr11Y OF ALL 2nd ---�r ---- DIRECTIONS, _ 9 III FLR STUD COLUMNS w/ i/i i / X HEADER PER 6TRUGTURAI-PLAN D I II l'JL.00KNG N PLR t s SEE DETAIL Sr POR fvERTICALJ o HEAU[XR-TO-&TCD 6TRAPPIJCG STi U am I 11 INT.LQ62=CrLS01ll0 1W WALL II +sYs.AND w/let �i + ie NOT TO SCALIs NXCW'r M NM ox narW n r r� FLR-LEVEL STUD st°ECIFICATk7Ht6 ABOVE G= /611) (91111111 • -----g- �A L_ 1 i__i�L I 1 SEE TYPICAL.WALL FASTEN FLOOR �� IS 4 • =4 COLUMN N9.00R SYSTEM- WALL 8N(A7HMG- • APPLICABLE TO MULTI-STORY I NNN SHALL L M ATC 4 JOIST DEPTH MM 1-314• impI Pieces. SECTION[A/an)FOR 0 r' 11111=• I BUILDINGS ONLY. SEE PLA4,LAYOUT, I 51 I ICIIIIIIIIIIIIIIIIM61lslue of(2)rows or 12d c3-V4')natio•12"0/e I DECKING/PER ON I � 2xB)AND BE ATTACHED TO •MMwNn of(3)raw of t2d 13-V4•)MNTIs•12'o/a for U4.4 ADDITIONAL 8PE06 TO LATERAL BRACE y��I� OR ASSOCIATED DELEGATED NAIL THROUGH APA RATED BHEATHNG EACH 16-o/c MAX)VERT. z •Nailed connections require an additional row of natio;; net Me UV(4)10d COt'71"ION ATTACH 2nd FLR STUDl1 TO 1st FLR -r E ammmG FOR TYPE,am 4 JI� INTO FRAMING WY ad AT 3.OCG.At ALL FRAMING w/Aldla.SDS-GCREWS- U smaller Own spe0iflo d above(win.40M&•X3'Z T-BRACE PASTEHED to ��FORIENTED NAILS STUDS POR Ell=AMS)w/CSib$TRAPS OR IENTATION OF MIE°CERS BRACNG. EDGES AND INTO EACH PLY OF EACH 3"LONG IF DIRECTLY ATTACHED ,e •Nail now BOTH SIDES of 3-p 4lsolbers WEB UV 131%3 a 6'O/GJ11 O�TOP AND BOTTOM&AM . 2x4 DIAGONAL l28" a DEPTH OF FLR SYS.IN LENGTH) BLOCKING 4 INSTALLATION DETAILS DOUBLE INTERIOR PLATE,12'OJ:. TO FR4IMINCs 3-IG1"LCNN t IF W 3-in.UMdth Pleceo 2Ml2 4-p�I-374"N11d1h Pieces: t BRACE TO RJE ADE FASTEN r0 FLOOR TRUSS GRACE•24" +MAX 32"o/C w/(II)16d/ENP, SEE SCHEDULE FOR W ELSEII ERE ATTACHED THIOOUG►H BFITNYa •rllnwsal of(2I rows of IR•bona•24°o/c eta99sr•d p. SPECIES ANP GRADE AS I I UV(3)Wd COMMGN O/c, DIAGONAL }'� W QUANTITY OF SGRENN ) O- Wl:b TO 19E BRACED. TOE-NAILS. BRACES TO CENTERED ON FLR SYS,TYPICAL,INT. MINIMUM WALL STUD FOR OTHER HARDWARE AND 2x&LOOM 4 EXT.WALLS.N07 R$pJIR£D WaETI SIZE,GRADE,SPECIES ! GONNECI IONS SEE WALL �aS 11)SCIREUI6 2x STEADS n. SSPECIFIED BY Ti IZE MEMBER AS SYSTEM 1)D"LOOM BRACE r0 PER?ABLE- 12- DESIGN ML 8Y6TEM1(U BAY. LATERAL ION AND TYPICAL HEADER LATERAL BRACE BRACE W/(3) 6L•I,T 2X12 LDGHR ra)SCREWS �� USING UJOOCJ•T14TI ANCHORING RODS SPACING- 0(4). FL C PER DETAIL"TI TYPICAL,UNO. FRAMING DETAIL 77rr / CHORD ON BOTTOM +COM i^lol l FASTEN EXT-WALL SHEATHING PT 2x( )«2 STP SHOE IP- (271x()HEAD Ar DOUBLE INTERIOR 4 57P LEDGER FASTENED TO /' / I I NAILS AT $pH•H_e_g a MAX 32"oIc• AND SILL SILLS/FI ATE�BLOCIKtICs,NAIL FRFST I6'o/o MAC)6TMe 4✓J3b3• �/ /I OP��T10�N°N E TO TOP ie,SHOE 12 t RIM or RIBBON ip-TO-STUDS -NOT REQUIRED (TYP) PLATE To SECOND PLATE WV(2)Raub GUN NAILS•EA STUD / /- d COMMONS AT a'O.C. (TRUSS-TO-LEDGER CONNECTOR -� W/PRESCRIBED F NAILING' IUHH£N USINGSTUD WOOD-Tie D �/ 7.L,m EDIATE SIZE/SPACMG ANCHORING RODS PER DEtAiL SPECIFIED BY TRUSS ENGMEER) 11 U11tH 4"BRICK VENEER BTL SIDE REQUIREMENTS Te -�4 cT10N �' °a!RV•PER TRl16G) 2, /1j 'EXTERIOR FINISH,ADD ATh(ft) MIN.w • / ® ® 1 I 7 CEILING SHEAR F TEEFtBI 1. 2•-t• "1TI-124L.sx8 wKa)NAILS•EACH MICR. • lF1JSB WEB REQJIRMG CORRUGATED GALV.BRICK TIES 062�tt2 wKQ)NAILS EACH STM. Rv 1242 77 +24"o/e HORZ.� I6"o%PERT. IR"Ola X't"EMBEDMENT � °H� b' r-a IR• CM�IEGTION OF MULTIPLE BRICK TIES MUST BE FASTENED CAST-IN-PLACE "J"BOLTS OR aN I'-5 I LEDGER QET I 3Ti PLYSOF SGL SEAMS UNA. + THRU SHTN'G TO WALL STUDS. V2"Gia X 6"EMBEDMENT n 6 SH1"Er ) 4' T-Z t/1• STl EPDXIED ALL-THREAD RODS NOT TO SCALE NOT TO SCALE FLDOR EDGE TRUSS ON PARALLEL END uLa L WALL BHEAtHING PER tABLE UW/2"x2"xl/b"WASHERS+ (NOTE.RIBBON ON FLOCK TRUSSES 24"o/c. SEE SILL IE SHEAR % •�'��Q CONNECTOR SCHEDULE ON n)HTT22 TO ATTR(TYP). (2)O SPF 2x4•FA tLc. g�1 LF 1 1 TION SHOWNFOR CLARITY) MONOLITHIC-STYLE S-SHOE T(S)WI-EN USING HEICGWtr-LIhRiTED APPLICATIONS MAY 4x4 POST.(3).2 SPF 2x4r• FOUNDATION BHOUN SEE WDOD•Tiee RODS. ueE IJ A.EAGfi Hm2,ru PI Db OR U2) SHEEP$12 FOR APPROVED PFO2's IF PHDTs ARE USED,MATCH �URD 61RECTLY BENEATH BRACING, . FOUNDATION tYPE$lSTYLES. I FOOTMG/SEE 11 PICAL WALL SECTION) NTT*ATR 6MC6. IF OVER Mt FACR L OEAT1,STRAP TO BEAM w/(3)GSIb'4 2X4 4 SPF LEDGER L AI L DIACaONAL AND CONTNUOIJb LAiERAI BRACING LANDER SHIOIIN SMALL OE 2x4 CONSTRUCTION GRADE 87P OR BETTER UTLO. (3pty END POSTS IEfiJ1REDJ. 4✓c4).131 X 3'TO HTlti 4 5/&•ex6- 2.SHOULD A SCENARIO ARIGE THAT DOES NOT RESEM BLE THOSE INDICATED ABOVE WIMEDIATELY CONTACT THE ENGMEER of RECORD FOR B"OX�M'I'LL a APPROPRIATE BRACING DETAILS-THE lot USSR OF THESE DRAWO t0 READ THIS NOTE MAY CALL BUILDERS FIRSMSOILRCE-FLORIDA DESIGN .l► TYPICAL ONE- t TWO-STORY WALL DETAIL EACH NTERSECTNG (3)J3b3" 6 EACH ORAL S CENTER TO CLAM A WO GIFT CERTIFICATE. E SWB - SPECIAL SHEARWA� L DETAIL 11aIS6 rErBER- NAL&•Ems+ SHOWN ON STRLICTIFAL PLAN. 3 BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED IMM AT LOCATIONS INDICATED AS NEEDING BRACING ON TIE NNDIViDUAL-TRIM OM TRIM Olt STI NOT TO SCALE ON To DETAILS PR 0UICED BY THE TRIGS ENGINEER STi NOT To SCALELEDGIER ON OPPOSITE RILOCCMdfs III 4.ALL FASTENERS SNOIIN ARE tSix3"NAILS. BEAM-STRAP PIIIIIR NIST►LION 5.SINGLE TRUSS BRACE METHOD MAY BE USED To REPLACE I CONTINUOUS LATERAL BRACE REQUIREMENT SIDES OR WALL Wr•APA OR RATEp 6.REFER TO SCSI 1-03 FOR ADDITIONAL PERI IANBMT TRUSS BRACING INFORMATION. 1 I 6HEATWTW uY b• o%8d • LI,W1 CAUROCN STEEL Nur FOR Kee ROOF SYSTEM- 2x4 n SPF BLOCKING• (4)E.13*3 TOENAILS I i HALING-4 t PERMANENT ROOF FLOOR LATERAL BRAGINCx AIR ABOVE 1801ND'FEWER! CONNECTED t0 lye` 24'CNG REDUCE TO TOP PLATE OF e WASHER ABOVE 3'x91c9/641 1i4u 4 PIN :q MAX FROM EDGE OF SPACING TO 161 o/e FOR EXTERIOR WALL M - SLOTTED STEEL wa*m ROD TO STRUCTURAL SHEATHING/POST 642 AND 12'c/e FOR SWl1 BE POSITIONED 60 THAT DETAILS. _ WASHER CAN BE TOTALLY P WHENOF e- HORIZONTAL 11.6 DISTANCE FROM THE 2x4.2 SER dNGG,_g ERB- BIPPOiR1ED E7 TOP t PEAK OF GABLE TO TH£i SAVE OR BEAT OF -OVERHANGS SY•'.•24•o/c W/ ADDITIONAL ROW OF 8d TOR"MIT ABOVE WASHER TO EXTERIOR WALL CNE IENTEFUW S L ACING I d THE ED MIM (D FNB egpCH BLEOLMTRUSS TO TOP ON-CENTER SP,4G1Nf#INDICATED FOIIR 11E CHORD OF GABLE TRIJ66 OR END t' NAILS•b'o/c TO TOR FOOT-ABOVE AT TIME OF SW(TYPE) "X=-BRACING,A 6NGLE"X"-BRACE AT THE WALL TOP a. v DOUBLE e -EXT.WALLSIII MIN.1116'THICK(24Ad,SPAN INDEX)APA-OR BUILT-1/a OR BOXED COLUMN MAY AND _ 24', ONLY(STAGGER NAILS M67ALLATION 1A4F1ER EPDXY CURES). ?ECO-RATED WALL BFEATHMC,ATTA(HIED TO DETAIL To BE FOLLOWED AT ALL LOCATIONS WHERE •�lA.s<O N L�OP 4x4 OR bxb. \ PEAK MAY " USED CE6 THE OTHER (2)IE1d1ANGl&16.2OO• TO T WY I®OUSI. FRAMING,MEMBERS 4 BLOCKING PER TABLE I CBPP-PEAKJ'k'-BRACES MAY OMITTED At (2)HS•t=ACH OUTLGOKER TO COP EXTERIOR WALL RIMS BETWEEN 1UU0 PARALLEL 110JSSE8. L DOS COL" DETAIL THE coNrRAcroas DlacaErtoN- CHORD of GABLE 770186 OR END : BETWEEN•INDEX•SHEATHING 1!J' �oEDG a tw MBLOCK LRL 2x4 BU OCKNG.LHOPPORtED PAWL STt NOT TO SCALE FASTEN ALL ROOF RHEA �L TOP F_ PAIS ALL R00F ShEAtHAJG PROM BG71`TOM OF BFIOE •ATR MAXIMUM OUT-OF-PLUMB PLATE 01 CREATE MRL I■ MIN STIR ED POET(PER 2x4 BLOCGMIG AT ALL ROOF TWO ALL GUIF'roRTB GAIN bd ALL SUPPORTS w/Sd �" OVERLAP CRE EMDOUBLE TOLERANCE:h"PER FOOT OR 2-PER B��pL MAV•EACH M40 .OJT) SHEATHING PANEL EDGES NAILS s 4"o/e NAILS•4`0/0 PLATE•TOP OF WALL w7owft App FLOOR LEVEL-CUNT.=VIER 16 LE68. e4-wAR-W4LL UNO.SEE DETAIL D-8 -- ---- WiTHN 4'-0'OF GABLE WALL 2x R SYP BLKNY4 BTWN POR ATTACHMENT OF POST PLY'S. OUTLOOLb a w//c T • All 4- _JI►Ir- yl'urs Tt• (3))j" NypJl S TOP G�obr TOP ItMIN.(I)ROIL OF bd NAILS �fl� 5-14-M,AX t" 2x4 BLOCKNG AT ALL ROOF b TPANEL ��APPLYct- I n � PLAN OR TRUSS LAYOUT TOP CHORD- 2x 1'OR'I"BRACING ON VER?ICAL UT14NSHEAT�4 0• GAME WVALL- HEADER PER GT10II,11RtAU� OLOCKMGr7C-7101166 D (-3,IP)TOP CIHORDSHEAR WALL EDGE HALING =__- AT OP R4 A8MAY •2 P a DOL WEE*AS OM=BY TRUSSPER E/6T1 U1ElE REQLIRED. tuooD r Ti ASERV£AS ENDPOS78 TOP e /2,ko GYP 1 I I II eeeR®IATe A oae At SWEAR-WALL ENDS 4 SIM 241*/IER. Mitt 2x4 S SPF•MAX (3)191x3" R-TO-ALG• -•BTM Tot 24•onc w/Jstx3=NGLs•b•o/e PROM oUTLODKER-TO-TRUSS re CONVENTIONAL. OVE�RAMINCx CONSTRUCTION NOTES J363'NAILS/ BRACINS WEB,ABSENT OF LCI-CARBON STEEL 41rsTtM-Arn 1cAot w INSTALL DBL 2x (2JMBTA24 WK / t -NLAu s PER TAD.- 8P 6�gIOTIol66 ENG RPPB¢To 2x+I216YP DpBLE TOP t A66E TREY RAFTERS - USE 2xi"2 SYP/ST-RAPTER$•24"O/C ATTACHED TO RIDW 4 VALLEY NAILER w/l3).131x3"TOENAILS. . Il Te MLTI-eroRT BLOCKING IN +END of `Ext.WALL STM bCWED.ON -SLOPE to MATCH ROOF PITCI. VALLEY NAILER - USE CNE SIZE LARCsER THAN RAFTERS AND ATTACH TO ALL NTERSECtW_x Tn"COP CAORDS w/(4).131x3"NAILS. I COUPLERw/iM1N% �paOSpa-Y. HOLD-DOWN AT F_ACH S-�' / FRET TWO STM BEAM ro P06T.s {•/ BRACIN&LOCA • 4 SPACE STRUCTURAL ORAUGIG,USING NEB I I I I I I RAFTER CRIPPLE$- 2x4 V SPF CRIPPLES•4'O/C(MAX HEIGHT ■ b'-3"-) 1 I TiaREAD I --- 1 19'0 OF SHEAR-W44LL 1G1 SP ML41GH PER ASSOCIATED TABLE. SQUALL I W WAY A46 SHOWN BELOW EXTEND'X' LENGTW.IW1EIaWT U-0.a HEIGHT. 2x STUDS CONTNUOU6 PROM FLOOR RIDGE CRIPPLES -2 X4•2 SPF+X O/C(MAX HEIGHT • V-3'•). / I I 1 1 1 EA S I K" PETAL f�RN t PER BEAM BRACES'NWARP M!L V FROi'7 GABLE"'A'I AND DOUBLE AND/OR TRIPLE•L'elT's"A6 SYSTEM TO UNDERSIDE OF DSU,TOP I I RDD.(OPTIONAL, II A/971 TABLE,TYP. ATTACH TO 2x4 VERT MD-PONT w/(3)13txs REQIUIRED TO MAINTAIN MAX onp a ASSEMBLY(•OURLOOKERB). SEE IF 1x4 t-BRACE IS ATTACHED TO CRIPPLE w/.131x3"NAILS•4"O/C(MAX FIEICaFIT = S'-Iv"). LOG411d AS RECD) WOOD•Tte RODS-K'dta. SI 1[JP vNrell eIF n, NAILS PH EA SDE OF'X'BRACING MIN l3) SPACING waEN WEB&EXCEED STRJGTURAL PLAN •IF 2x4 T-BisACE IS ATTACHED t0 CRIPPLE w/.131x3"NAILS+4"O/C(MAX 4EICaldT • II'-2"). A301 eovTHREADED SAL aT I � 1 PT 4 GYP 4x4 PO6r EVENLY SPAACIED•X•BRACES PER GABLE END. SPACING SHIOIIN ON SCHEOLLE. P CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD(l)2x4•2 SPF BLOCK BETILEEN TRUSS TOP CHORDS ATTACHED wl(3) RODS vww)LOCATED At MAX.•X'BRACE bPAGMG -COL.uMNS TAI THAN tm' DROPPED-70p CHIS GABLE i I i( i I .131x3' TOE-NAILS TO EACH tRLtbB TOP GHIORD. OR THOSE F�JR INC <%PITCH-8'-0' �'��ROOF TRI06FO Q8 ATTACH CRIPPLES 10 OR RIDGE w/(3)-131x3"NAILS AND TO TRUSS TOP CHORD OR 15LOCKNG w/(3).131x3"TOENAILS. CORNERS,EACH SIDE OF INTER'IFJ71A17E Ab1'ENL'+1R&,f'ER SILL a IR'Ota. (Z)M$TA3m WK24)Bd �IWODTPRODIJGT: %<7G PRCI-6'-m'o/c ��T1iVB6 CONVHdT1ONAl.tiAFTERS✓JOST. RAFT' OPENINGS LARGER THAN 6', SWEAR COMaRTOR SC+EDU E ON b-BFEETf6A WOCD•t6a NAWJl NAILED to PLATES USE P?Z 6YP bx6 POST. > PITCH-4'-901— 1/16•THICK MINI APA- RIDGE -USE MIN 2x8•Z 5YP/bPF RIDGE(RIDGE t0 BE ONE SIZE LARGER 1 HAN OIIEISFRAMIED RAFTERS). INDEX`6HEATHMGY IR•PIRlAM 1 tA1E AND&'o/c(EXT.WALLS)a i ROD LINO. JIIO NAIL ED AN INSIDE (UNP.ON STTr&xb P PLAN) TECO-RA173>WALL BFEATHMLG NAIL RIDGE ENDS TO COMMC�IN!TRUSS+ONE END AND TRUE$TOP CHORD OR BLOCKMG(SEE ABOVE)AT OPPOSITE END W/(3)J31x3"TOENAILS. BOTTOM OF 610E PLATE FOR SILL PLATE 4'0/o(INT.WALLS) FACE OF MATCH NAIL 6IZE/GPACNG BRACE TOP CHORD OF TFdI$iE8 BELOW OYERFRAI?NG w/PROPERLY ATTACIED APA OR TECO RACED SHEATHING PER DETAIL A/$Tl. MOISTURE PROTECTION AND TO SWEAR TEREAfl ER SEE DETAIL . ,/ CREATE MR P OVERLAP ONTO CONNECTOR&- FBTI FOR USE AT ENDS OF EXTRA ROD ASC-FOR PTEA"-WAL.L HOLD DOWN DESIGNATED FOR WALL NELaW S££TRUSS DETAIL "VALGONvf11ID3"(N TRUSS INSTALLATION PACKAGE)FOR VISUAL PREs3EN'TATfON. ` DOUBLE PLATE•TOP OF GEE TABLE SHEAR WALL BEGMENTB. N ADDITION TO ANY RODS USED FOR UPLIFT. WU L OUTSIDE FACE OF FOR 2x4 3 OYP LATER6 INTOBRACINGG EAC44 EDGE6. BLOCK ALL PANEL - GLAD1 0 BE'1R.UBH'W/EDGE 1.4PP EA POST TO SLAB CCNNEGtiON w/(3)TRI NIL&INTO EACH G' MATCH EDGE NAILING MATCH EDGE iN/W.NG2x4*2 GYP ICATS"is n AND SPACING 8d COMMON HOLD-DOWNS -EACFI END OF EACH SWEAR-WALL$EGI"IENT BEAM UNT14 ABUl44 OR AAM."IW!12) TRLLSS BOTTOM CHORD. CONNECT END OF LATERAL BRAZE '•BALLOON FRAMING MAY 13E USED WITH PATTERN FOR 2x 2 87P CCINTMIJOIJ6 PATIIER�I[POR: SW iNo c ATTACHED TO ,0 ABOVE Ibd 4 ATR OR fl)WTTI&4 ATR MATCH SPACING 4 LOCA71CN TO BOTTOM CHORD OF GABLE 8�ROOF 1TiJSSEB OR CONVENTIONAL SPECIFIED BW \ FROM TOP a OF OF ADJACENT"X"BRACING- iR M w/(2)HI2JH'•,H5'•OR REQ. FRA4 APR. NEITHER APPLICATION,WALL (BELOW)AT SHEAR-WALL TO IBQOIW AT-� TOP R'S WY(4)12d % NAIL SHEAR-WALL JACENT TRUSS WI, SPACING W BOOR SHE 4R SY1LW 2nd-mom OAR MIARR WW1S PRAMNG CIISI BE CONTNIOU6 FR011 THE SNEAtNtGG To POP ADJACENT,PARAI LEL SHEATHING F IN TCP AT AC14 TO EAC14 NAI68 4 1W ~ 611P8OW'At'(ACRYLIC = DESIGNATION PANEL PANEL 11RADRIotyAL uiOODAfI• TRADITIONAL WOOD•1i• FLOOR SYSTEM T2x STUDS O S(9pTTOM FROM AWBLE 7RUG8 TOTTACW BOTTOM TOP a FADJACENT,ANDLOOR BELOW TO TOP PLATES MNEDIAIELY CHOTRUSS OF CONNECTION. TRUSS.ADD JSI x 3'NAILS CHORD OF INDICATED A� TE)Z-PART EPDXY, RODS CHOI®OF LADLE T1RUJ8 SEE ASSEMBLY WAS"*TOENAILS• tMDER6IDE OF THE OUTLOOKETR8tAB01rE IE TRS AND PROM 2x TO COP a- 11RU6a CONNECTION FOUNDATION- EDC" FIELD HARDWAM RODe HARDIIMME PA6TB^I STUD PLY'S - _..p ° �T F'A'T TRU66 BO TO 2x TO imd COITION TOE-NAILS. ij :4MONOLITHIC-STYLE a STRUCTURAL PLAN. &"o/o 4 EITHER MSTA12 STRAPS• A GABLE 71RU88 IS USED,IT I7AY DE APPL MATCH EDGE NAILING INSTALLED ��G 4 4 Q 3 FOUPDA710N SHOWN SW WALL-SEC410M 2 B' WALL SEGMENTS>_ (ZJ CBU6's Af•ADaB WALL SEdMBlTS>_ ■ / TO THE INSIDE OF THE WALL STUD&AND THE PATTERN FOR GPECIFIFD TOGETHER PER 4a o/c opt LTP4 PLATES•32"0/0 _ > \%A/A \ \ \�V'�\ i FOR CLARITY,GEE ENCLOSED 6`o/c t2-o/,- LONG NOW REGI D. WALL O'LONG:NONE FLOOR SYSTEM TO B'LONG:NONE DETAIL P-S71 //A// '° p /V//V//V//�/V//V��/v i� � TO THE TOP PLATER W 311 x ��TRS 21H C R 0��M T ENCS-T14M ENG-TRIM 6EGMIFJVT6<B'LONG:(1) F E=. WALL HEADER OR STUD REQT). WILL \/\\ \ \\\ L SWEET ST2 FOR \/ \f\/\\/\/• __ __ _ H1Ti6 OR(1)P4402 SEGMENTS<15' COLUMN BELOW w/Nt SEGMENTS<e' \//\/ /\�`\�\// I� 3"•4•o/c M!2)STAGGERED ROUE.- LEdCsHT d°61 EAR-WL4LL i �ON ARTIAL *•(LI" 0 - ' \�i/\\//�/j�j�/j\,\\,/,\\/, FLAT,BOTTOM APED,OR CCMMATION THEREOF. M el IF let CUTLOOKER S PBI:SPECIFICATION.�T SWEAR-WALLPER SPECIFICATION. TAT a �r &lois 8'o/eROD -AT BASE WOODIT1011 ROD Q �. T1'PEB/STYLFJ3. \\ �\ \i\' P0071'Ys(SEE slU2 lD WTTT6 OR(U PHD2 [uK■dl. (2)C MW ACRO66 (I)K'dle / �!I FOUNDATION FILM �C=BE CONTINUOUS OUS PROM FLOOR�BELOOW TO >32"BOARD, FASCIA EITHER S EOM SDE(S) �I MAYEITHER OR BOTH ENCLOSED 4•o/c I2'o/c W000•rie ROD FLOOR SYSTEM TC WOOD•TTe ROD OUTL O DOUBLE Ml MAY BE SHEATHED. EDGE E U Nr® TOP PALATES MMIEDIATELT ADJACENT,AND CUTLOOKER ONLY. HIO?BE PLUSH WITH p HEADER OR STUD CON&EI,T�TC BOTTOM CHORD ABOVE.« EDGE OF TOP E MGL 2"EDGE a ° `PLO1ooRiaow-cwN1 PORCH POST t SEAM DISTANCE ARTIAI 4•oM a'o/e AT 848E N A SHEAIR-WALL TO A HIORRZONT IROGP OR FLOOR) A s4EAR-SMLL TO A HORIZONTAL (ROOF OR FLOOR) a TWO DETAIL MWVCM AN AL TIVE MIFTNOD OF ATTACHING THEE PETAL PIROVIOES AN ALTERNATIVE METHOD OF ATTACFHNG _ (u H,T22 OR lu PHDb lu�'dN WOOD•Tie (3)GBIb'�ACROSS (U�(i"Ola WOOD•,Te M GHANaE IN PLATE HE IG g� FRAM M DETAIL lt�l0. - DIA�PFIRAraMI TMA AN 710166,MD MAY BE U6Ep ILD. PRAMIMPLAPHR071- AN EWAGRED tRU66,AND MAY BE USED ILO. S TYPICAL CxABLE-END FRAMINI3 DETAIL UN.O- "`j2j TME 84�"R-"`ALL To THE u.DE LACA oP THIE N'Ib THE SWEAR-WALL-SHETI .THIS Bus 70 THE T APPLICABLE OF .. SWI 3"o/e t2"o/e pop T 2 FLOOR SYSTEM TO tR10D Stl NIX TO SCALE NOT TO SCALE THE HOIRIZONTAL SHEATHING. DETAIL 16!fir aePM•�'�y w THE HORimNTAL SHEATHING.THIS DETAIL S NUolr AF'PLIr-d"u o EMBEDJOPM DSTJ HEADER OR STUD (MATCH W T22 8Tl NOT TO SC-4t.E teal+eOMw�Nnaw_ROOF FRAMING IS Ism- ON • COL BELOW w/lot Ei EMA MM DIET GOM'ECTOR SCHEDULE w13"x3 SFJ:SILL a SHEAR "1X4 � �{� `s�� INEERtUG - lb)FOR GILL.E-TO-FOUNDATION 1Y�7t/'D-HIOt.E FLOOR HOLD-DOWN w/3•o3'xYa' SEE 1FU6a — S SHEET FOR ADDITIONHAI.INNFOR'1ATION AND OPTION AIRrIALL __ DETAILS MAXPI M o/c ACFIOILAGE U14B'1 USING;WDOD•Tte ROpB. 3"o/e AT BABE wrysa�t.lr)1 R A S'o/c iLJA� --- - DETAILS ON CONBTRJC7ING A GYPSUM � � INTERIOR SWEAR-WALLS RINtN4PARALLEL t0iR186 ADOV£ NiEWOR SWEAR-UWLLs RJ'NNG PARALLEL TO TRU86 ABWE WASHER CLNY,DIAPIV",IREPEIR TO REPORT SPACING MKS- ExTIED HEADER TO KING SBD& a WOOD;Tie DETAILS 4 SPECIFICATIONS •• ICCMRBOARD 1336 1 ESR-4oEXT YGYPBUM BOARD INI N6,I!. t EXTERIOR SEP NAP TI end I.m3 ° STl NOT TO SCALE 9LL UNDER-EAVES caofl"IT)To APPLICATIONS•. FOR ADDITIONAL. 1EE� ° -.7-.o ° o- MATCH EDGE IVALNG I- PATTERN FOR D HA4R171E-PANEL OR LP SMART SIDMG IS AN A4LLOIWABLE AL1'ENAtIVE t0 THE SPECIFIED Tnb•THICK APA OR TECO-RATED uJALI. BE HC17�VINYL SOFFIT U ALLTRIM ATtON AND NG FLAK STUDS ��KINS TO� � SPECIFIED�J I 2x4.2 GYP NAILER TO ALCOR 8HE,4THNG SHEATHING,ONLY F IDENTIFIED AS SUCH ON THE STi UCTUR L PLAN. MATERIAL,RATED 4 INSTALLED ° ° ° ° ° ° 2)OPHNtIGO AND/OR P9'ETRATIAib GREATER THAN 12•x2"ALLOWABLE ONLY IF IDENTIFIED A6 8LIC14 ON THE 67PUCTURAL FLAK FOR THE APPLICABLE DESIGN AILS 4 INS OF HEADER INSTALL REMMNNG WE PER STRUCTURAL PLAN, ° ^ ° ° ^ ° (8ELo1W AT j BOTTOM CHORD OF T10JS6 2x•2 SPF d.00KMIGk.461REQ D FOR RADRIBED-TOP 3)TOP a SPLICES IN 8W 4 GW2 DESIGNATED SWEAR-WALLS&HALL BE MIN.48"LONG,w/ MIM.(24)EVE LY-SPAACLED Imd NAIL8. MWAGAR 8 FOR THE SPECIFIC KING a11D8 AS JACK 811D8 AND ° ° ° YI/lied CO1 I AGN•9'oA� Id / / / / / / / APPLICATION,QR IX"THICK ON EACH JD SI E /()HEADER _ E L BETWEEN / / / / / / SHEAT'HNG TO POP • WINDOWS,w/(2)J3b3'TOE-NAIL&PER E'D. 4)AT LOCATIONS WHERE MRL SPECIFIED TOP a OVERLAP S Nor ACNIL?VEP,ADD(2)M6rA74'. (ONE EACH SIDE OF ft)CENrEI4ED ON bc4 67W COO EAC64 RIMS.BRAlos oN uNSHEArHEp SIDE aV(D _ CHORD OR NOTION. 1/lb•THICK MCU 1z411& JOIST/TRUSSES ABOVE le MIN.1/16 THICK uRALL EACH SPLICE. MMU GPA-OR TECO-RATED w/(2)10d t0 EACFF=TFi<l68. 1Ra168 CONNECTION. 8PA4N 1NDE)U APA-CIR SHEATHING OR SiF3UG11URAL HEADER.ADJACENT TO $)SECOND-FLOOR SWEAR-IWALL6 LOCATED ABOVE CM"Al I SHALL USE HOLD-DOWNS GPECIPM FOR FIRS' SHEATHING w/6'/610/e MSTA24 PER PLY. I°I� TECO-RATED LLWl Y SHEAR WL1t L6. / / / / / / SHEATHING O S(U ROW ALor-8d 2- TOP a-PER CALL OUT SPH4-6-8 COMECTORB Hyq{y,$WITH MMIMUM ATR 6•BEDMIENT6 INTO LMREL OR TE-BEAM)NC REABEP TO 12°FOR IR'cu AND S•FOR S/8"d1a bd NAILING. BLOCK AL1. JOINTS MN.(2)IVAJOWAL SHEATHING,w/31o/c ad ATTACH� �v µ'to 6 I. / / / / / / / / l NAILS•3•o/c AT TOP OF ON 6TRUCiURAL MAIL •TOP a-TO-HEADER• EXTEND BRACING;r0 END OR I°° I°I°1 U6•MIN.FOR I STORY �` � NA4NCi BLOCK ALL DE" 6HEN'G!IN TO TOP aJ AND AT MAX.32•o/a6 6J AT LOCATIONS WERE AIN MTTERIOR WALL I6 DE&IGNAtTED A$ASHEAR-WALL,THE WALL iMU6T BE CONaiC1ED 70 THE OtAPFkiAM1 PSL BRACED WALL$4 ATTACH 24'MML FOR 2 SNORT ATTACH SHEATHl1NG UJSUJPPORTED PANEL 6bAic AND ELOGIaNG TO / / / / / / / / BOTTOM OF SHTN'G PIN TO L U ABOVE.IR�ER TO DETAIL UYSTi FOR OPTIONS- .° FDRL NO ADDITIONAL FASTEN SHEATHING t0 HFE ADE1t"Y i°° °°I TO NAILER WV Sd EDGES w/2x ELOCKI GL TOR WAL D ROILS,1 a-7O-HEADER cIONAL oR& • - �U y. Sd NAILS N ld GRID PATTERN Aa of I I°I° TOP PLATE V mJ3Px3' REQ1a w/TRLIe6 I�P'1NEC l .1363 TOE-oR F TYPICAL SHEAR WALL AESENFMBLY DETAIL eWio"IN t 3b/o Nro ALL I�wiING CO1°'"10N•3""`' a.EAR,.Wwl GGN&TwJcr TOLE NW.,S•4'O�G N l2) D� REQV FOR HIGHEIR JFM <6 AGE SND-NAlt.a•KMYs-STUD 1"/'1"o/c bd COOLER °° h1E7 iEDERB l6TUD8,OI OCKIN<f, H PIR SP6CFItr•ATIONI COMEFOR W HI SPECIFIED ON ____u=- -===u_= _ To HEADER 2xb WDR STI NOT TO SCALE NAI DRMIALL 4111i,SC 14•x- �I E 9NTz UgUB Is ToHEFASTEN TCP PLATE AND GILLS)rtTp). I°1° IF THE IDIGATED ATTACH *tUF Od OPPO aNG I".E ON DOABLE TOP a CI I 6110JGTUlAL PLAN. 3 � USE(6)NAILS. 2x8 4 J .BC►IBRD( ROWS OF lbd NAILS• INTERMEDIATE(NON-GORNEIV I°° 1 CAST-N-PLACE AT A4TO THE OF THE TO HEADER LLV(2) I°° I EMBEDDED STRAPS TO TOPE 6 LLV ed OPPONTE SDE a'N"ALL OF OF IAL I 1 2xlm HDRB.USE(Tl) 710186 BOTTOM r.HIORDb MAY SUEN TLY, GYPSUM 3'o/c(1YP). °I I I°1° CJ�if .1363'TOE-OR ENO-NAILS IMI-W 1D HEAD-APPLICABLE ONLY �`� I 1°1' ARE NOT PROPERLY eaTlaN•3`one. BOTTOM CHORD MAAILO! •bcs,KiNTor, It HEADER f11E11 WINDOW DOESN'T ATTACH NAILS, 2xG1 4 EIUs WOOD BE BRACED BY ETI HtARb.USE(6 HAULS_ !D UIOOD•Tle ROD ADJACENT TO CLATT TO THE PORTAL FRSEEAME DETAIL MLATCH I°° _.I POUMOATtON POut THIS DETAIL PRDVDEb ANL TIVE METHOD OF ATTACFNNCs 2x6 HDR USE[b)NAILS. W14EN TLY r0 HEADER SEE TABLE STUD POET IF PORCH REAMS METHOD•11 E CONTINUOUS,6A4 TYPICAL AD ITK)NALRAL °I 1°I• tHET MAT BE TH0MTPL86 CON'EL%AT 1 BRACING(SFlOUN At RWGFtI)OR RIA1H ETR MAX PLAN POR ADDI710NA I ° ° I REPLACED WITH A SHEAR-WN L TO A FHORI AAL(ROOF OR FLOOR) S�710166 SC7EDU E 2x8 4 MO WORB-USE(W FOR 811E 4 GONMEGTIONKS). CONVENTIONAL LUMBER(2x8,2x10, TOP PLATE MAY BE NOTCHED TO THE RIC,ID CEILING DIAPMRAGMI DItl�GAY TO THE )17E JACK STUDIO PER MIGHT ° INFORMATION CCNFECrORs ETC °I� ° -I 1° Htt22's- DIAI°HR AGIM VIA AN 1RIJ68,AND MAY BE USED ILO. FOR TYPE(RTL A/aN DA NAILS, 2x12 t ENCS WOOD - -- --- ---= 2x12,EiC). !1)UIDODATE RDD ALLOW PORCH BEAM TO BE LET IN (SHOWN At EILI MAXIMUM o/c 8P OF THE STRUGTRAL PLAN 10'-1 VN. I —� I PRAMNG THE SHEAR-WALL TO THE MOa6DE OF HORS.USE(I?)NAILS, ---- �-------- !1)META-SERIES STRAP ADJACENT To EACH SIDE OF POST TO YLALL PROVIDED TH AT(1)2x4•2 BRACING S 24'. STRAP TO FEADEIR ON ° I°i -I°I° ••e•DEDDED TWE HORIIAMTAL BWEATHMtis S DETAL S��, E SiLIM/SHEAR WHAT I `�O --T -- • JACO-STUD TO IF POIRCH BEAM NS EIGIEE1vEO SPF POET S ADDED TO EACH SIDE t: UNSHEATHED SIDE W FOR A PANEL.SPLICE ftT I° of - --- -� r-- --- Bim{ (U MOTA24 PER PLY. nestled),PANEL EDGES GNALL °I°I I°I° STRAPS STALL D al BE PRA iNG PER PLAIN HEADER 2xb HDR USE LUMBER(LGL,LVL,PSL ETCJ OF PORCH BEAM TO SUPPORT TTP la!=CJ_N1s 1DIA�11o1MACGII 1 1•�Ti'IOD BE BLOCKED,4 OCCUR WTHN I. I INSTALLED v E WOOD•Tle ANCHORNG RODS, �-NTEIOI EDIATE WINDOW HEAD- 12•STRAPS,2xa 4 2x10 C N ADDITION,CU WOOD•rte RCID 1°1 11 ADDITIONAL PC.OF 5Q] PER DETAIL."Ti,EACH SDE APPLICABLE w/DEfA4GFED HOR?i.USE IB•STRAPS, SHOULD BE 56TA1 LED TO F.ACHI (REQU•E6 USE UDC OR{>ttA4DE GYPSUM • INDEX)APA-Ci!TECO-RAT N 24.OF MID-WEIGHT OF WALL I°° °I NSTTRUGTION6.•• INTERIOR SPEAR WALLS PARALLEL TO 7RY68 ABOVE PERPENDICULAR RI T1 SWEA ABOVE W/FEEL OF EACH OPENING,WMM Y OF TRAN6pMKG)ONNL7.SEE TABLE 2x12 4 ENCS.WOOD MOM SIDE OF PORCH BEAM AND(U MEN' WTH'PARTIALLY ENCLOSED'BUIL GING,TYPES) I°I I°I° JACK-ACM A68@BLT. F010 612E 4 CCNta�CTIONXB). 24"STRAPS. MSTA24 SHOULD 8E ATTACHED TO a illi"THICK(NiW 124/16 SPAN IEBAR PER 91MP80N INTERIOR IC EXTERIOR UL4tVE HO EEL. USE WALL SHEATHING. BLOCK ALL I6 MN FOR I stORY I I I oR VERTICAL WED 6"TO 1'-6'. (U SDE OF RAC44 TOP a CENTIVI ED 24 MR FOR 2&TORY I°° 1 1Acac-i KING-aTUD(S) cu SPI44-0111-8 caaEcrOR ON THE JOINT. P TYPICAL BOTTOM CHORD BRACING i SOFFITS TAIL$ P'1�-° w` 1i I o 6Twt4ei SHOWN •tIl�E 11-8 CO NE TO STl NOT O SCAI-E T,— 2x ELOCKNG. HONZONTTA L I N PROPER PER CALLOUT ON E JA - TUP TO EXT.FNM.L 1"MR @ BEDMPsiIT 4 I APPLIG4710N .a APPLIG4710N 1EQ'D W&11JCC0 Imo"du.ANCFIOR BOLTS UY i I LTT2 P STRUCTURAL PON •�E JACK-STUDS PORCH BEAM MAY BE 2'x2'x3/16•WASHER G11r). I PLA a1RB WALL- FLOOR Is FOUNDATION. USE lU Notes A1eoMD ToP (2)NDATI -p'R7EDED I 2x4 RIBBON BOARD . WINDOW GILL-SEE CABLE HT716.>�(opt PLAM PROVIDED THE TOTAL GTRAPB 14•Nro 'Jp1y 6WEA7HNCG INTER lt-OtATE SHEAR FOR 812E 4=MCTIONIb;:_,__:-, MORE)J CK-671JD8 TO DEPTH OF THE BEAM S> FANDATIOtI USE G PT$ILL M bYP I I ° I ULALL_ 9-V4•IJNL E6a NIG EED ON T►E B!UDEN LOCATED At A LME'AT BABE FOR R;OOR ANDe - 1 8)AND _ ---- FONDATiON. STRUCTURAL OHM. ° J OF CURB WALL T rACFMBdT-�" FLOORPAd)TENE",MIR SILL TRU68 COP CHORD <7 - ��Y(( CURB WALT.(RTL 2/812) OF TRAMI SCHEDULE ON G-SFEETlG1 I -n+BE ATTACHEDTRIGG''EDIAtE AND BEE O'CURB 'A.I \ I I AfATTACRIATE 7AU6S BEARSNG At BASE OP CURB WALL I L ° L 1RUsB H VERTIGAI I I FRAMING i A4NCHH0IR BOLTS PER NAI.POST TO PORCH i I I N DETAIL A/STI,71 P. HEADER"V T ROW OF w ACCORDANCE 13bU3'NAILS•2"OAG ® FOWADTION PER STRUCTURAL PL AN - WALL FIQ/YhNCs IOd•6'0/0 FRONT CONT. a ROOF SYSTEMA 2x4 r0 2x4 BLOCKING I APF'L HGADLE W111 �4 t PORTAL FRAME DETAIL —— 3 DIREGTtONB. 2x Z STP TOP a -- - HORIZONTAL 2x4 SPF 4 /2)RIOW6 OF J31 x 3' STi NOT TO SCALE BLOCKING BtWV TRJ68 PORCH BEAM,SEE /�\\ PLANA VIEW OF NAILS,•b'o/c ROOFRW T 6 rFUNG 6iMJCTtRAL 6WEET `-R6. O- MMU APA.0, / CORNER DETAIL TRW TOP FNORD Ex1ER10R WALL-oF ENMG HEADER OR SILL 120 rmu,EXPOSL ra:I3. FOR MNt°1M SIZE SEE STRUCTURAL PLAN. TECH-cad SHIEA7HRNG w/ Hoa FOR STUD 51ZE/SPACNG 6'/b"o/c 8d NAILING BLOCK H� MEMBER t'WGIV6 wAu HE�Hr corMEcrION REQUIREMENTS. ALL UNSUPPORTED PANEL- -- __ _ -- _-_ _ -_ _ _ CONTINUOUS 2x4 SPP R UY REaD REOWIRED AT ENDS EDGES w/2x BL OCKMI(i 2x CHMNEY FRAMING VERTICAL 1RJ66 (3)SS,V RTI TO EA4CN z,1v e' s Inn' Ir 2' STUD POST-NUMBER OF PLY&r0 PORCH HEADER MEMHIMNBERS-SEE STIR TRIJ86 VERTICAL 4•b'o/c MATCH HEADI7R STUD P06t SIZE 2x GYP BLOCKING W J3b'U` TABLE FOR SIZE,SPECIES MR 1/Y.'THICK(24JIS SPAN / • 3M3'NAILS TO 1-2X4 5S' 5'-T 5'-3° 5'-0^ a'-0' 4-0.131 x 3"TOE NAILS IS GWE.ATI4 CHIMNEY of lii/I6' 4 MAX.o/c SPACING- INDEX)APA OR ATTR$ D T AND GRADE TO MATCH WALL NAILS•6b/c TO TOP OF COP HALL SHEATHING A17A¢IED t0 / INTERMEDIATE BLOCKING. z-zxa a'-4' T-;r' T'-6° i'-2^ 6-Inn^ 6-mA31 x 3°roE Na Ls4. AM C RA E86 NOTED IIIERC"ISE a ASSEMBLY 4 TO TOP OF � H ARDS ov b'/6•Sd OR USE OVERALL�1"1E1 -- ADD[U 4 AS SPLICE LLV R) i-2x6 a'-8" s._2" l'-5" -5" l'-I" b-0131 X 3°POE NAILS ON STRUCTURAL.6UN & PCNL CONNECT PORCH HEADER AI36EM1OL7. 1116'APA RATED PLYWOOD I-Elow FOR a WEIGHT. F qp AL Cs 411UP OR 4 / - t0d•I TM PANEL NT.2•EA SPLICE MAYBE _ PN PER DETAIL D/8TL ° w/b"-O"o/c-ad 2-plg 2x's AT COR 1186, • g IF(1)META S USED FROM 2_2X6 12'_4• 11'_8" II'-0" 10,_6• 10'-I" 1-A3$'b LLUedxl}"NAIL le7RERJI,R WALL. , TABLE E ON pErAi.F/8T1 l71R CALL BLOCK-TO BLOCK ACROSS IF TT°E HOUSE IG TIED DOWN Nm1NG IOP TAW OUT ON STiWCTLPAL.FLAK EA TRUGS) cu Mr911 OR(u M18tAb EXTERIOR WALL-GPENI%HEADER OR SILL 120 NPH.EKP I^. EX-MPWR WALL-OPENMG HEADER OR SILL 1:0 HFH,EXPO&ME D. CONVENTIONIAL.6TRAPP00,�tR TO THE Maxruy$FAN o-ENMG sae MAxIUM SFawoPENING FOR STRUCTURAL SWEET AND DETAIL WBTI 2x4 4 6YP LO CCMII 186111EEd STRAP IMDIR 2 afiWE MEMBER r,IvrN WALL NEKi1T caIr£cnoN MEMBER C•1YFN wALL HE1C11iT C,GfMEGTiON FOR PORCH BEAM CONNECTION DETAILS. TRESSES BELOW CHA"•EY WALLS ( -°7 4!2)M'6Am'8 OR REnD REQ TRIED ar ENOs �aD FIE AT ENDs w/(4)J%W TOEA94D NAILS AT l2J M6TA24S FOR A 11E TRUSS G CQXILE FOR pmtBLE COP a OF WALL ` -2-$Pr e' 9' nn' n' 2' NO 2,v e' S' r a' N LIEU OF WOOD PANEL.GHIEATHNG,CEILNG MAY BE CON T ICTED OF ANY AmPROV ED MATERIAL HAVNGr oR EA CH MO OF BLOCCNG TO RECTANLQILE CHNMI'EY•EA SEE 1TRU6T PE(PT LE FOR� �� r--t BETTER PFESeU1E ANO SHEAR RESWGTANCE AS VERIFIED BY CURRENT FBI,PRODUCT APPROVAL DOClJf7BIT Top CHOW OF TRUSS OR CORM OF CHIMNEY TO TYPE IDYL AJBTU ° 1-7X4 5'-0" a'-s" 4-I' 3-5° -';'-!F- a-0.131 x 3^TOE NaILs i-2x4 4'-2" 3'-8' 3'-4" s-0" 2-V 4.VJ31 X 3'TOE NAIL$ RAFTER AT C010'ERS OF RxTERIf10JB6 TOP CHORD 2-2X4 �'-I" 6'-a" 6'-2" 5'-T 5'-2" 6-mJ31 x 3•TOE NAIL$ 2-2X4 6'-2' S'-6" 5'-0" 4'-6" 4'-2" 6-0 3t x 3^TCE NAILS RECTANGULAR CHMNEYS,USE OR 2x4 bLpCKMG BEL q(U ETSTRUDS/SFEAL UL4LL ••INSTALL UW U.SHEATHING PANELS I-2X6 -v-r 6,_11^ 6'-2" 5'-1" 5'-Y' 6-0.131 X 3°TOE NAILS I-2X6 6'-2" 5'-6° 5'-0" 4'-6° 4'-2" 6-0.131 X 3"TOE NAILS 2xa(U-O.2x4)a✓(b)N,AW.611�'LD FRAM11'Y,SEE STRUCTURAL 1"1..4N. WITH LONG AXIS(8'LBNGITH) INTERIM OR BFEAR-UL4LL6 WNtIiNKs HORIZONTAL.AT 24'o/o TRUG6 7-2X6 10'_5° 9'-b" B'-6" l'-9" T'-I" 2-x35'6 W/BdXI H°NAILS 2-2X6 8'-6" T'-T" 6'_10" 6'-2" 5'-5" 2-A3$'S WledXl�•NA.ILS (tJ_O.(4)FL41Lb1 PERPENDICULAR TO llRt{S6E8 ABOVE END-VERTICAL&-OR-BLOCK WV 2x 1111111111111111111111111 rRWJea TOP alol®OR 61cey1su CHII'A"�IEY FRAM S DETAIL $ EAR-WALL PSRAGINCs DETAILS a air, *•�/` u w � TYPICAL OP��*�_ ��"tli�Ks DETAIL - ULNA. F!�W BEAM TO SITUD A TAI Q PORCH CEILING SHEATH�x DETAIL RAFTER(TYP) sTl Har To 6C A' STi NOT To SCALE 3t1 NOT TO SCALE STi NOT TO SCALE STI NOT to SCAt.E 111 THIS DOCUMENT,ALONG WIT( SEE STI FOR VERTICAL WALL CONNECTION. ASSOCIATED DOCUMENTS,IS 9 HORIZONTAL. NSTFAS TENT OF ENGNEER'e 4" CONC SLAB W/bX6X10/10 WUF SERVICE FOR THE EXCLUS41V OVER 6 MIL VAPOR BARRIER OVER SEE STI FOR VERTICAL WALL CONNECTION CLEAN,WELL COMPACTED,TREATED FILL (TYP.VERTICAL REINFORCEMENT). USE AT THE PROJECT TITLE '5 DOWELS • CORNERS s 24"o/c „ +'5 HORIZONTAL. 4" CONC SLAB W/6X6Xi0/10 WWF MAY BE USED --- - ------ THEREAFTER - BEND S WORM. 6 FROM END HEREIN. IS 001 IMEN ,ANDA OVER b MIL VAPOR BARRIER OVER AS BRICK LED 48"MIN. OF VERTICALS. (TYP.VERTICAL REINI GEMENT). 05 FROM IAT D DOCA NT,AND/( CLEAN, LL COMPACTED,TREATED FILL SLOPE GR�4D ALL DOWELS • TOP 1 BOTTOM, DOWELS •CORNERS INDICATED o/c ASSOCIATED pOGL R OT14 R EMBED MINIMUM 6" INTO FOOTING gPACING THEREAFTER- BEND ALL 12„ M5 FROM EN b" NOT t.( USED FOR OTHER = i SLOPE ---------- } } III — (1)-4 RE13AR CONT. • HEADER COURSE /48" INTO SLAB(GROUT ALL WITHOUT THE EXPRESSCWRITI GRADE = DIMENSION A �I I I = CELLS SOLID) — —— —— — a _ bmIN O FOOTING T' INTO SLAB GROUT MIN. (GALS o MIN Dlg E 0 _ 4" 1 STORY DIMENSIONS ARE +5 VERTICALS — — —— — ,& cj b MIN.DISTANCES ALL CELLS SOLID) PERMISSION OF THE PROJE< �=' = i 1 III CLEAN COMPACTED III —I " 2 STORY • 24" O/C REVIMEER� avCTIRIPTl01`IC dl SAND FILL — TrrI -I I (-I I I VERTICALS •0% SPACING — — — +� •• EMBEDDED STRAPS 0 .. (TYP.HORIZONTAL TO 12 COURSES:.24"o/c W/O BRICK MUST BE INSTALLED w/ — — (TYP.VERTICAL RENFORCEMENTk 04 DOWELS REINFORCEMENT): (2) 1 ADD GLEAN FILL AND 12 < 13-1/2 COURSES: 16 0% I I I I 2 SLOPE OF 1 ADDITIONAL PIECE OF •4 • CORNERS t 48"o/c THEREAFTER - BEND WI.'I(MWIU LONGITUDINAL I I PACT 12" C X.)LIFTS. 13-1/2 < 15 COURI;ES: 8 0/c I _ GRADE S RE15AR PER SIMPSON —I I I I=1 I I I=III ALL DOWELS • TOP 4 BOTTOM,EMBED WIRES SPACED • I6" O/C. "�I I —I — !rn'� 3 W/BRICK INSTRUCTIONS. •• —I --� I III III=I MINIMUM 6" INTO FOOTING /12" INTO SLAB PROVIDE HORIZONTAL Il, " — ICsROUT ALL CELLS SOLID) �� 8 CMU;FIL ALL CELLS I 3 • MAX. STEMWALL HEIGHT: (5) REINFORCEMENT WITHIN I6 =I I I I SOLID.w/30�0p•t GROUT. 1 STORY wotn�slz� „ !sTa�zr Footlnl�glze OF TOP AND BOTTOM OF _ � ADD CLEAN FILL AND WVo»RICK 1z"WIDE u1/(2r4 OR!2n caNr. 8 COURSES.FOR WALLS > " MASONRY STEM WALL. 1` — I II. I COMPACT IN 12" (MAX.)LIFTS. - W/DRICK 2®"WIDE rNCLLIDMG LEDGE)W/(2r9 OR(3)#4 C5)8" COURSES HIGH I t°lE W/o BRICK 16'x1® W/t2P5 CONI.OR(2)•`4 I ° — w/RMCK 20"x10"W/(2)15 C.OW.OR(3)•e4 LAP ALL RE11�I�?CEM1°Nt MINIMUM DETAIL IA/ST2 OR 15/ST2 —1 I 1-1 I-1 i 40 DIAMETEIl AT ALL JOINTS. W/2 STORY 16"WIDE W/(2n CONT.OR(3)04 DEPENDING ON WALL HEIGHT. 2 STORY 8" CMU; GROUT ALL CELLS II: I _ 111/®RICK 24"WIDE(INC_UDING LEDGE)WI/(3n OR(4)04 W/O BRICK 20'x0" W/!2n CONT.OR(3)•4 --5 HORIZ.NEAR MID-HEIGHT. � I E TILL C W/BRICK 2a"x10"uv tsn CONT.OR t4)�4 SOLID. MAX.110)COURSES. —III—III- (TYP.HORIZONTAL. I 45 HORIZ e EACH TYPICAL FOUNDATION DETAIL 11 i RENF-ORCEMENT. (2)SrsTNOTTO GCCEFOUNDATION DETAIL COMMPAC FiL(AND MAX.)LIFTS. — 4th COURSENO?TO SCALE �� _ WIRE S ACEDY* I&" L WIRES SPACED • I6 O/C. �FOOTING SEE DETAIL BELOW PROVIDE HORIZONTAL —EMBEDDED SEE STI FOR VERTICAL WALL C NNECTI0N ROF TOP AND EINFORCEMENT U)iTHN U6°_ I ° --I MASONRY STEM"LL.oF IC 12"dIX 24"w. 2,500pet CONC. i n STRAPS MUST BE —INSTALLED w/ 5 1/2' 5 1/2" WIDE CONC.SILL TOP AT MAIN • MAX. 2 COURSES — I - - I „ _ADDITIONAL SLAB LEVEL.TOP-TO-GARACsE FLOCK ABOVE SLAB LEVEL. SEES TTS VE ICAL ° FOOTING R WITH3)05 R£BAR EXCEPT:g _ AT_21 STORY WITH BRICK USE 12 d ' �' ��PIECE OF 4 VARIESt MAX 'I 112" (HEIGHTS ExCEEI�iNG �c 3(d �6 RE3AR PER WIDTH BY MORE THAN 2" REQ (104 CONT. IN SOLID GROUTED I w.wl 14) '5. SIMPSON U-BLOCK COURSE a I I I i ° - — SI�i • 11 INSTRUCTIONS. •• ADDITIONAL ANALYSIS) 4" CONK SLAB W/6xbxl0/10 WWF IF TYPICAL SLAB 0 OVER 6 MIL VAPOR BARRIER OVER TYP VERT 1/i CLEAN, LL COMPACTED,TREATED FILLORRY - Q REINF. I W/o mm 16 0"MV(2)R4 CONT. p SLOPE — — _ = GRADE 5• _ —TYPICAL FOOTING - SEE I/ST2 FOR 2 STORY 20"xlm"W/C3)�4 OR(2)Pb CONT. GLEAN COMPACTED I I=)I 111- III=1 ( SIZE/�INFORGEMENT 111/0 BRICK 20"x10"W/(3)04 OR(2n CONT. LU�Q • • SAND FILL W/BRICK 24"x10"W/C47'�4 OR(3n CONT. = 1B 10:915 C4 _ S STEM WALL FOUNDATION TYPICAL FOUNDATION (1=1 I(I—• —III 1= a FOR STEM WALLS WITH 10(15 COURSES 4 GW,GP, SW or SP SOILS to 30*PSF LATERAL LOAD rMENSlorls 7A;--1 _ _ = IA ¢510 COURSES STEM WALL FOUNDATION IK DISTANCES ST2 FOR STEM WALLS WITH 6<I0 COURSES 2 FOUNDATION AT GARAGE FOUNDATION AT GARAGE ST2 ti TO SCALE S72 Nor TO SCALE 4" CONC SLAB W/6X&X10/U0 WUF OVERLAP SLAB RECESS SLAB 3/4"FOR SLOPE 3/4" X 12" OVER 6 MIL VAPOR BARRIER OVER t 112" THRESHOLD EXP.JOINT AT GARAGE DOOR 4" CONC SLAB W/6X6X10/10 UAIF CLEAN,WELL COMPACTED,TERMITE DEPTH - STUD + 1 1/4" (FROM OVER 6 MIL VAPOR BARRIER OVER TREATED FILL OUTSIDE FACE OF BLOCK) GLEAN,WELL COMPACTED, TERMITE RECESS SLAB 3/4" FOR SW 4" CON( SLAB W1 6X6XIVIIV WWF TREATED FILL 4" GONG SLAB W/6XbXl0/10 WWF — OVER 6 MIL VAPOR BARRIER OVER - 4" CO 6 MIL VAPOR BARRIER OVER = = GLEAN,WELL C-OMPACTED,TYRE TED FILL CLEAN,WELL COMPACTED,TREATED FILL =III 1=I I I I = I I_ TMP SLAB .. ° . SAW GUT IN L x15' GRID, - .- � .:.: �--;-.,---�..:,____t��._ _ I'gDEA lLE CONCRETE I --- 7-7: ----- -- - ---- -- SLE (WITHIN 12 HRS OF PLACEMENT) _• ---------- _ =1 I I I=1 I I=1 I (I I I=I I I I=1 I I I = —_ -I 11= - �• : -.. - =1 I =11 I TYPICAL FOOTING - SEE 1/ST2 FOR I I I_ _ = ( 6 MIL VAPOR BARRIER CLEAN COMPACTED — =1 SME/REINFORCEMENT • ' SAND FILL7u, 12)04 CONT. I I I=1 I I III 11 I I I 12„ CI CONI. !1! TYPICAL FOUNDATION2011 I_ . - •— _ - I I I I — - I STORE( 11IIIIIIII��IiI I�IIIi11I�11=11 6 2 STOR'r` � LOPED TURNED DOWN EDGE 9 .ONTROL JOINT-FOR CRACK_QAC N OL INTERIOR LOAD BEARING s ATION AT S�Cs.D. �"tias-. ST2 Har to SCALE sT.2 rSivT t2 3 RXIINDATION AT Sj3 D. st2 Har To SCALE O ST2 Har TO SCALE ST2 NOT TO SCALE -�� HOLD HDR SLK. 4" CONC SLAB W/6X&XI0/I0 U F TO OUTSIDE OVER ro MIL VAPOR CLEAN,WELL COMPACTED,ItREATEER R FILL 1 112 OVER 6 MILAVAPOR BARRIER OVER TYP.SLAB is_____�.-,-___L• CLEAN,WELL COMPACTED, TREATED FILL \ 4" GONG SLAB W/6X&XIO/10 WWF _ ___ __�� :- — VARIES OVER 6 MIL VAPOR BARRIER OVER _ — —+� CLEAN, LL COMPACTED,TREATED FILL — III-- — _ =6 MIL VAPOR BARRIER — =j - _ _ ._.J I�1111=�� 111111�II =� - I _ — 8„ I_ =C1J"4 CONT. _ TYPICAL FOOTING - SEE 1/ST2 EMEN = = I =HEIII1 (2)�4 CONT. LL 1111=1111 (III-1 II g`�/RE" °� TYPICAL FOUNDATION III III — I I I S2O RY =1 —• 2 STORY ` V 111111111—1 I I I= 1= im LOAD BEARING STEP DOWN C '► TURNED DOWN EDS sT� ,�To SCALE �— V 4 4 FOUNDATION AT DOOR—SILL sn Nat to SCALE U_ ST2 Nat TO SCAt.E ST2 Not TO SCALE HEADER BLOCK OR � r FORMED CAST STEP DOWN 4" CON( SLAB W/6X6XI0/10 WWF 115 x 2'-0" OVER OVER 6 MIL VAPOR BARRIER OVER ` 8"x8" CHASE IN - - _--- ----- CLEAN, WELL COMPACTED,TERMITE VARIES TREATED FILL - � CONC.BLOCK STEN — _ U -f---.` WALL. = TYP. SLAB SLOPE --------- — — _ =1111=1111= _ VARIES -=�.-=----- GROUT SOLID GSE I =III=1 I __;_ I-1 I =1 _I — =1 I I=III= DESIGN RW AROUND PIPE GROUT SOLID = 1 = I I __�_III • CLEAN COMPACTED — — _ AROUND PIPE PICAL FOOTING SAND FILL I I—I `.:::: III = =I � — SEE t/ST2 = III - c�L , DRAFT RW =1 I I I (I I I III—I I I I FOR SIZE/ i I I I=1 _�H1ua4Esg CHECKED LAP 8"MIN. - DEEPEN _I I ( - TYPICAL FOOTING - SEE i/gT2 — REINFORCEMENT FOOTING • CHASE TYPICAL FOUNDATION =I ��'.�'. :' _ FOR SIZE/1'2EINFORCEMENT _ I — = I = = III =I LOCATION AS REQ D TO SCALE N.T.S. PROVIDE PROPER — r-ootlNG DEPTH =1 I (=III=III=1 (I—_III —_—_— I DATE 122.09 III 1= 11=IIsi— III— It NON-LOAD BEARING STEP Dourt sTz NOT To SCALE JOB NO. STAND 5 IMAM BE USED AS S011 SHOUT!DETAILJ g FOUNDATION W/ UTILITY CHASE FOUNDATION W/ UTILITY CHASE s LOAD BEARING STEP DOWN SQ FT. DETAIL ST2 T SCALE ST2 NOT TO SCALE Ptd Engineer: ST2 0 Nat TO SCALE Har O i e STANDARD FOUNDATION DETAILS _ wr' Paine, I MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS WITH THE F t Wood vertical construction shown atop foundation details for clarity. Wood, cmu, icf or other structural vertical Construction rQ s No.A THESE DETAILS ARE INTERCHANCsEABLE WITH THE THESE DETAILS ARE WTERGHANCsEABLE W OUAC,�t O11 �.Q' p STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable - see 5T1 for specifics. 1 nseNo i29 S (cense No.229 010 TYPICAL FOUNDATION 12)•4 DOWELS,PER TYPICAL HLEPDXIED PER ATRTOP OF SLAB EXPANSION 70P OF POOL 3000 k�OrICe DoLw FOUNDATION DETAIL, CAST INTO 511�UGTURAL PLANS DECKf1�Cs TYPICAL FOUNDATION PAD FOOTING OR EPDXIED w/MIN. - • ... • -.� $t.AUgUStin@,FL 32( 11) ✓ VERT EACH b" EMBEDMENT,CENTER t4" IN I I � } SIDE OF STEM WALL — — > FTN'G. PADS 36"x36" < L R: TYPICAL FOUNDATION ��/�StANDARp \\ \ \\ \�\ HEIGHT CHANGE HORfzoNTAL "5's SLOPE a USE (3)+5 DOUIELs. /\ \ \/\/\ ./j\j�j\/\j\ SHEET ,6-� - III—I I 1= III /\\�i�F«�1DATIa.I\ \ / 11 \�� \�\� ,-.- Pool To • 16" O/G. - '�E -_- -a_-�- - TYPICAL FOUNDATION a -11 I -I I I i— CONI. i\/ SEE DETAIL�// ./ \/ /\/\/\�\/\/ BE GRAPESLOPELAND FILqIPACT'ED % V V \ \� . - BY 1 SLOPE I I I Ig — I REBAR �{ VERTICAL /\// / / \ � f/ / ' DESIGNED � F 1 11=1 I I v v v,v vv/v I vv vv vvwv,vv nll—lilt— (III— 11 n ❑ a a =CLEAN COMPACTED - GRADE CONT.REBAR „ SLOPE REBAR PER ` \\ \\ \\ \\ \\ 11 \ \\ \\ \\ \� \\ OTHERS. II n _'°� ( T 44 GRADE TMFour�aTloN \ ' / - �------------I i �-Jl I � DETAIL • - �r, SEE STRUCTURAL ! GOVT. \\\/\\\ \\��/\\\ \ , h \ \\\\\\\\\ o f REBAR0". 11 II a PLANS FOR PAD --------- FOOTING SIZE, ' a --; h -- v�AA%BAJA%��' V SEE STRUCTURAL \ \; \ \ \ \ \ \• \ SPECS.LOCATION 4I 45 I I Q '° PLANS FOR PAD /\\// > m SEE STRUCTURAL FOOTING SIZE, \/GLEAN PER STRUCTURAL PLAN LOCATION t t --! / PLANS FOR SIZE, 45 -- ��COMPACCED, A,VA/VA/\� ��VA SECTION VIEW REBAR SPEC s. 24" I•steS �IR IB STEM WALL W/ 45• r.ORNER DETAIL SAGE VIEW LOCATION • , SECTION VIEW PAD BASE a • MK PAD BASE REBAR SPECS. S PER StRUGTURAL PLAN GLEAN COMPACTED I SEE STRUGIURAL 8T2 NOT TO SCALE PER STRUCTURAL PLAN PLANS SIZE' >8 FOUNDATION w POOL \\ \j\ \ I4 PAD FOOTING FOR MONO S ,A8 n PAD FOOTINCs FOR STEM WALL SAND FILL PAD BASE ST2 TEM�E HEIGHT CHANGE ST2 Nar TO SCALE ST2 Nat To SCALE FACE VIEW PER STRUCTURAL PLAN REBAR SPECS. S 2 NOT TO SCALE VA VA \ VA VA. t7r TO