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Scheidel Court 1120 - 1122 i u HABITAT FOR HUMANITY OF THE 1A JACKSONVILLE — j BEACHES 2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL — ENTRY RIGHT 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 ELECTRICAL LEGEND (904) 241-1222 FAX: (904) 241-4310 ■ 110 VOLT DUPLEX OUTLET—WALL MOUNTED $ 110 VOLT DUPLEX OUTLET—WEATHER PROOF LIGHT LIGHT (PREWIRE (PREWIRE 110V DUPLEX —GFCI OUTLET FAN) 7 (\ FAN) 110V DUPLEX —AFCI OUTLET 220 VOLT OUTLET—WALL MOUNTED \J �/ \� ■ ► TELEPHONE OUTLET �- SWITCH O Q 4)- SWITCH—THREE WAY • ■ o--i PUSH BUTTON SWITCH 3 a ® DOOR BELL CHIMES 2 STORY 0--i CABLE TELEVISION OUTLETL EM --- LIGHT FIXTURE—CEILING MOUNTED 3BED J_ BELOW BELOW 0 LIGHT FIXTURE—WALL MOUNTED O SMOKE DETECTOR—CEILING MOUNTED DUPLEX Lr--j ® EXHAUST FAN ELECTRIC PANEL 1120 / 1122 SCHEIDEL COURT o � € M QUICK DISCONNECT O ATLANTIC BEACH, FL FLOOD LIGHTS — DUAL HEAD ( W LIGHT �� \�� /LIGHT LIGHT � i/ LIGHT 32233 1'x4' FLUORESCENT CEILING MOUNTED (PREWIREt (PREWIRE ■ (PREWIRE i (PREWIRE DUVAL COUNTY LIGHT FIXTURE FAN) ij \\ FAN) FAN) i/ \� FAN) J ELECTRICAL NOTES I I 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. I 2. ALL WIRING IN BEDROOMS TO BE ARC i FAULT PROTECTED PER NEC 2002. GL SECOND 3. INSTALL DOORBELL TRANSFORMER IN HVAC SEPARATION WALL I CLOSET. FLOOR ELECTRICAL PLAN SECOND EELECTRICAL P DATE: 12/21/2005 1 /4 = 1 - 0 DRAWN BY: PLO i HABITAT FOR HUMANITY OF THE JACKSONVILLE B 11-1- BEACHES 2 STORY 3 BEDROOM MODEL — ENTRY LEFT 2 STORY 3 BEDROOM MODEL — ENTRY RIGHTILI 1671 FRANCIS AVENUE GARBAGE ATLANTIC BEACH, FL DISPOSAL 32233 (904) 241-1222 ELECTRICAL LEGEND FAX: (904) 241-4310 110 VOLT DUPLEX OUTLET—WALL MOUNTED 110 VOLT DUPLEX OUTLET—WEATHER PROOF 110V DUPLEX —GFCI OUTLET ZQr I \_ F 110V DUPLEX —AFCI OUTLET 220 VOLT OUTLET—WALL MOUNTED ► TELEPHONE OUTLET r7 M -614- SWITCH 1I I 44, SWITCH—THREE WAY o� PUSH BUTTON SWITCHc'P r �� r 2 STORY ® DOOR BELL CHIMES i � It, 0— CABLE TELEVISION OUTLET 3 BED a TO FIXTURE TO FIXTURE s LIGHT FIXTURE—CEILING MOUNTED ABOVE ABOVE LIGHT FIXTURE—WALL MOUNTED ---------------- DUPLEX O SMOKE DETECTOR—CEILING MOUNTED ® EXHAUST FAN M 1120 / 1122 SCHEIDEL COURT LIGHT LIGHT o ELECTRIC PANEL (PREWIRE I (PREWIRE ATLANTIC BEACH, FL QUICK DISCONNECT � � FAN) � � FAN) � / �� /i / 32233 FLOOD LIGHTS — DUAL HEAD 1 DUVAL COUNTY 1'x4' FLUORESCENT CEILING MOUNTED / \ LIGHT FIXTURE / I ' \ I I � 1 1 I / ELECTRICAL NOTES I I 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC f I FAULT PROTECTED PER NEC 2002. FIRST FLOOR 3. INSTALL DOORBELL TRANSFORMER IN HVAC SEPARATION WALL CLOSET. ELECTRICAL PLAN FI RST FLOOR ELECTRICAL PLAN DATE: 12/21/2005 >> DRAWN BY: PLO 1 /4 = 1 ' _ o " B ATTACH 2" METAL C—CHANNEL TO DECK PLYWOOD CL SHEATHING SEPARATION WALL PRE—ENGINEERED WOOD ROOF TRUSSES FIRE RESISTANCE RATINGS ANSI/UL 263 Ld "FLAME CONTROL" #10-10 U HABITAT FOR INTUMESCENT COATING < Design No. U336 SPRAY APPLIED PER December 06, 1996 MANUFACTURER'S Exposed to fire from separation wall side only < HUMANITY OF SPECIFICATIONS TO Nonbearing Wall Rating — 2 Hr Z UNDERSIDE OF DECK AND Finish Rating — 120 Min ALIGN TRUSSES WITH INSIDE THE TRUSSES @ 4'-0" MINIMUM EDGE OF FRAME WALL r_Z HORIZONTAL DISTANCE FROM SEPARATION WALL: (Max Height — 44 ft) BOTH SIDES OF CENTER LINE 1 . Floor, Intermediate or Top Wall — 2" wide channel shaped with 1 long legs JACKSONVILLE OF SEPARATION WALL R-30 FIBERGLASS form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24" BATT INSULATION 0.C. BEACHES 2. Metal Studs Steel members formed from No. 25 MSG galv steel having "Hot shaped flange spaced 24" O.C.; overall depth 2" and flange width 1 -3/8". 3. Gypsum Board* — Two layers of 1 " thick gypsum wallboard liner panels, 1671 FRANCIS AVENUE supplied in nom 24" widths. Vertical edges of panels friction fitted into H .......... shaped studs. ATLANTIC BEACH, FL CONTINUOUS FIRE CAULK 2 5 5/8" OR 1/2" TYPE 'C' SEALANT BETWEEN SILL PLATE GYPSUM WALL BOARD CANADIAN GYPSUM COMPANY Type SLX. 32233 & SHAFTLINER EACH SIDE (904) 241-1222 .063" USG ALUMINUM ANGLE CLIPS UNITED STATES GYPSUM COMPANY Type S LX. -4310 SPACED AS REQUIRED "THERMAFIBER" INSULATION FAX: (904) 241 FIRE BLOCKING AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at (2) LAYERS 1 " USG GYPSUM mid—height where necessary for clip attachment. Min 3/4" separation between R 11/19 FIBERGLASS LINER PANEL wood framing and fire separation wall. BATT INSULATION 5. Gypsum Board — Classified or Unclassified Min 1/2" thick, 4'-0" wide, 1 " (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs wl 1 -1/4" long steel drywall nails spaces 8" O.C. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads 1/2" GYPSUM WALL BOARD OVER 2x covered with joint compound. CONTINUOUS FIRE CAULK #2 SPF WOOD STUDS @ 16" O.C. SEALANT BETWEEN SILL PLATE 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and & SHAFTERLINER EACH SIDE with Type "W" screws 1-1/4" long to wood framing through holes provided in 2" METAL H—CHANNEL clip. 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space 1 " (3/4"�MIN)�AIRSPACE 23/32" T&G PLYWOOD METAL ANGLE — SPACE AS REUQIRED SUBFLOORING GLUED AND Clips a mas of 10'-0" O.C. vertically between wood framing and "Hot studs. SCREWED OVER PRE—ENCINEERED 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space 2x SILL PLATE clips as described in Item 6A for upper 24'-0". Remaining wall area below WOOD FLOOR TRUSSES quires clips spaces a max 5'-0" O.C. vertically between wood framing and "Hot ACOUSTICAL SEALANT BOTH SIDES re SECTION A-A 2 STORY studs. . . . . . . . . . . . . . *Bearing the UL Classification Mark Reprinted from the Onlim Certification. Directory, Copyright 0 2003 Undemritere,Laboratories Im.4D 3 BED DUPLEX 1120 / 1122 SCHEIDEL COURT R 30 SOUND RATED 5/8" OR 1/2" TYPE 'C' FIBERGLASS BATT INSULATION ATLANTIC BEACH, FL GYPSUM WALL BOARD F FIRE 32233 GYPSUM WALL BOARD CONTINUOUS FIRE CAULK CAULK 1/2' SEALANT BETWEEN SILL PLATE DUVAL COUNTY 1/2" GYPSUM WALL & SHAFTLINER EACH SIDE BOARD OVER 2x #2 SPF 2x4 STUD WALL VINYL SIDING OVER CONTINOUS WOOD STUDS @ 16" O.C. APPROVED HOUSE WRAP .063" USG ALUMINUM ANGLE CLIPS BEAD SPACED AS REQUIRED ACOUSTICAL EXTERIOR SHEATHING SEALANT R11/19 FIBERGLASS 2 USG 'C' RUNNER BATT INSULATION ATTACH 2" METAL CHANNEL TO CONCRETE SLAB W1 'PASLODE' ....... OR EQUIVALENT ANCHORS @ 24" 1 to (3/4" MINIMUM) ZE-5F WAI]L....... AIR SPACE O.C. MAXIMUM (2) LAYERS 1 to USG ...... GYPSUM LINER PANEL 2x SILL PLATE W/ 2" USG 'H' STUD FOAM SILL SEAL (2) 1 " USC GYPSUM LINER ACOUSTICAL SEALANT CONTINUOUS PANEL (SEE SECTION BEAD THROUGH SEPARATION WALL) FIRE ACOUSTICAL CAULK SEALANT C_ WALL r-11 A SECTION AND NOTE: CONCRETE GRADE BEAM SOUND RATED ASSEMBLY. : CL (SEE FOUNDATION PLAN) DETAILS CAULK ALL PENETRATIONS W/ SEPARATION WALL ACOUSTICAL SEALANT U.N.O. P LAN DETAIL AT SECTION THROUGH SEPARATION WALL SEALANT DETAILS SEPARATION WALL 121 V 0 2 N .T. S . 3 N .T. S . DATE: 12/21/2005 DRAWN BY: PLO WALL SHEATHING (7/16" OSB) DRIP EDGE ON ROOF DECK VINYL LAP SIDING TOP OF OVER TYVEK HABITAT FOR HOMEWRAP UNDERLAYMENT @ RAKE ... .... HUMANITY OF ...... 2" MIN OVERLAP .. .... .... @ SIDE ...... .. ... ............... 36" WIDE UNDERLAYMENT ................... THE ....................... INSTALLED W/O WRINKLES. METAL FLASHING NAILED USE ONLY ENOUGH NAILS TO ROOF DECK ..................... JACKSONVILLE ............ . . .... .................. TO HOLD IN PLACE UNTIL .... . ....................... . . ......... . PLACE SHINGLES ........... ..... COVERED BY SHINGLES. CLOSE TOGETHER BUT DO NOT CROWD BEACHES CAP SHINGLE INSTALLED W/ ROOF CEMENT. DO NOT NAIL. 1671 FRANCIS AVENUE ATLANTIC BEACH, FL SHINGLES 32233 NON—CORRODING PLACE SHINGLES METAL DRIP 3/8" OVER EAVE (904) 241-1222 EDGE & RAKE EDGES ROOF CEMENT FAX: (904) 241-4310 4" MIN OVERLAP @ END NON—CORRODING @ RAKES, CEMENT SHINGLE TO METAL EAVE DRIP UNDERLAYMENT & TO EACH OTHER IN A 4" UNDERLAYMENT WIDTH OF ASPHALT PLASTIC ROOF CEMENT ON TOP OF DRIP EDGE @ EAVES UNDERLAYMENT DETAIL FIRST COURSE DETAIL WALL FLASHING DETAIL I I 5 V - 0 )) 4: 12 or GREATER SLOPE 2 STORY 112 1 /2 )) V - 0 " 3 " 3 BED DUPLEX R 30 BATT INSULATION 16 1120 / 1122 SCHEIDEL COURT 01 12 FIBERGLASS SHINGLE 4 >Z.'�ROOFING OVER 15# FELT ATLANTIC BEACH, FL �INSULATION BAFFLE BETWEEN 32233 TRUSS DUVAL COUNTY PLACE SHINGLES 3/8" OVER EAVE HURRICANE CLIP @ EACH TRUSS. & RAKE EDGES (SEE STRUCTURAL DRAWINGS) @ RAKES, CEMENT SHINGLE TO (2) 2x PLATE #2 SYP UNDERLAYMENT & TO EACH ALUM DRIP EDGE OVER FASCIA OTHER IN A 4" WIDTH OF .. ..................... ASPHALT PLASTIC ROOF CEMENT 11 1/2" 12 1/2" 11 1/2' A 12 1/21' 1/2" TYPE "C" LG GYP BRD @ C t 0 NON—CORRODING i t 1 1/2" 1 t 1 /2" METAL EAVE DRIP 1/2" GYP BRD_�_. N FULLY VENTED R-13 BATT INSUL VINYL SOFFIT Ln TRIM 6"-7" VINYL LAP SIDING FROM END OF TRIM TABS FROM OVER TYVEK 1ST SHINGLE STARTER COURSE HOMEWRAP SHINGLES ROOFING DETAILS STARTER STRIP DETAIL STARTER STRIP DETAIL SOFFIT DETAIL 4 6 1 1 - 0 )) /2 1 ' _ 0 " 1 2 V - 10 " DATE: 12/21/2005 DRAWN BY: PLO A8 HABITAT FOR HUMANITY OF THE A JACKSONVILLE 2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT BEACHES 2 1671 FRANCIS AVENUE rs ATLANTIC BEACH, FL 10 11 32233 ............... ........................ (904) 241-1222 FAX: (904) 241-4310 LINE OF GABLE WALL 48" OFF 48" OFF 4811 OFF 48" OFF I LRIDGE VENT RIDGE VENT RIDGE VENT RIDGE VENT 2 STORY , RIDGE .................. ........... 3 BED DUPLEX ................. 1120 / 1122 SCHEIDEL COURT ATLANTIC BEACH, FL 32233 DUVAL COUNTY UT [if 1�-4 P; (TYP) Z-2..........�X' A5 j ROOF PLAN : CL SEPARATION WALL ROOF P LAN DATE: 12/21/2005 4 V - 07, DRAWN BY: PLO A7 s � s l 12 12 VINYL SIDING 4 ......................... a 4 T.O. BEARING HABITAT17'-7„ FOR _ WALL LINE HUMANITY OF BEYOND THE � VINYL JACKSONVILLE i SIDING BEACHES rL FINISHED SECOND FLOOR 9'-5 1/2 11 T.Q. BEARING 1671 FRANCIS AVENUE ATLANTIC BEACH, FL [n 32233 (904) 241-1222 FAX: (904) 241-4310 FINISHED FIRST FLOOR- LEFT LOORLEET SIDE ELEVATION 1 /4 = V - 0 2 STORY , 3 BED DUPLEX 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT 1120 / 1122 SCHEIDEL COURT 12 12 ATLANTIC BEACH, FL 32233 DUVAL COUNTY T.O. BEARING _ 17'-7„ FINISHED SECOND FLOOR L9'-5 1/2" T.O. BEARING 8'-1 1/8" --------------- VINYL SIDING LEFT SIDE AND REAR ELEVATIONS ---------- ------- --------- FINISHED FIRST FLOOR 01-011 CL SEPARATION WALL REAR E DATE: 12/21/2005 1 /4 = 1 ' - o " DRAWN BY: PLO VI NYL SIDING 12 12 ...................... 4 4 ............... ............. T.O. BEARING .................. ............. ..... ........ 17'- 7" HABITAT FOR WALL LINE � F HUMANITY OF BEYOND THE VINYL JACKSONVILLE SIDING FINISHED SECOND FLOOR BEACHES 9'-5 1/2" T.Q. BEARING 8'–1 1/8" 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 ... ....... FINISHED FIRST FLOOR .......... o'–o" RIGHT SIDE ELEVATION 1 /4 2 STORY , 3 BED I A 13 2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT DUPLEX ........... .......... ............ 1120 / 1122 SCHEIDEL COURT ATLANTIC BEACH, FL 12 12 32233 4 4 DUVAL COUNTY T.O. BEARING 17'-7" ------—------ ------------ VI NYL SIDING FINISHED SECOND FLOOR 9'–5 1/2 T.O. BEARING 8' VI NYL -1 F-1 SIDING F0-I F=-I F= 0 RIGHT SIDE TOP OF BRICK LEDGE 3'–4 AND FRONT FINISHED FIRST FLOOR ELEVATIONS -milli 01-0- iCL ATIO L SEPAR N WAL )LFFRONT ELEVATION DATE: 12/21/2005 1 /4 V - 0 " DRAWN BY: PLO A5 HABITAT FOR A B HUMANITY OF 2 STORY 3 BEDROOM MODEL ENTRY LEFT J. 2 STORY 3 BEDROOM MODEL ENTRY RIGHT THE ABBREVIATIONS _20 20l-011 40P-011 201-Olp JACKSONVILLE 61-71 1.3?-21" 1,3'-21 6'-7111 BEACHES ABV ABOVE 2 2 2" 2 2 2 A C AIR CONDITIONER 1 .1 AFF ABOVE FINISHED FLOOR 15'-0-1)1 43-911, 4'-9-' 151 0-f 11 AHU AIR HANDLER UNIT 2 10, 2 1 2 2 1671 FRANCIS AVENUE CABS CABINETS ATLANTIC BEACH, FL CLNG CEILING COL COLUMN A-9 32233 DR DOOR DW DISHWASHER (904) 241-1222 FLR FLOOR �j 4054 SH 405� SH FAX: (904) 241-4310 FP FIREPLACE GLS GLASS HB HOSE BIB 266 2668 mc MEDICINE CABINET 8' CLG MASTER MASTER 8' CLG MIR MIRROR M TL METAL BEDROOM BEDROOM OVERHEAD CABS OHC 8' CLNG 8' CLNG OPNG OPENING R&S R&S C) OPT OPTIONAL R&S CLOTHES ROD and SHELF cy) ��EFR I TU 0) REF REFRIGERATOR .0 R.O. W/ W/ SD SMOKE DETECTOR T ACTO SGID SLIDING GLASS DOOR SH (2) SHELVES (QUANITY) 3'-71 3'-7- 10 4'-9 4-1-911 4'-lq�_—n 2 2 WC WATER CLOSET ro L, L. 0 WOOD 0 ' uo DO 0 VOL VOLUME WD I Lo BATH WH WATER HEATER BATH 'o 00 00 _cD I _0 N N 8' CLNG co 8' CLNG VINYL VINYL X: DN 42"H 42"H DN 04 !x 2 STORY (D 11 t 11 G TYPICAL OF TWO HALF HALF WALL 1 WALL 2868 ---------------- 77 _w/ AREA _j: 0 CAP CAP _j: 0 3 BED <;>1 .... ... .. ....... ...... ...... m LAUND LAUND < _t �_j 3: mi N <1 to 8' CLG 8' CLG 1ST FLOOR LIVING SPACE: 614 SQ FT. t x -Ln VINYL VINYL ............. ............ . ......... ....... Lo Ax 602 SQ FT. �cc U) 2ND FLOOR LIVING SPACE: R&S :00 00 R&S DUPLEX co (D 1 =ft- '> T 1 2868 2( 'x 681 0 'C'4 C) - — -IN 28 n 2668 c"! C4 N 368 co OTHER: N/A 4068 4068 R&S R&S TOTAL LIVING SPACE: 1,216 SQ FT. 00 00 1120 1122 SCHEIDEL COURT N GARAGE: N/A -C-4 'N 6�1 =IN C, c1q -IN 2668 1 2668 r1_ ATLANTIC BEACH, FL 57 LANAI: N/A cc _0 0 32233 Qc 3'-71 c" 2'-Ol 2 (c ENTRY: N/A 3'-72 3'-0" 2'-11 " oil 4'_11 2 2--1 1 3'-0 2'0 DUVAL COUNTY STORAGE: 26 SQ FT. TOTAL UNDER ROOF: 1,242 SQ FT. —IN —IN —IN BEDROOM #3 BEDROOM #3 _0 BEDROOM #2 CD 0 BEDROOM #2 8' CLNG 8' CLNG 8' CLNG 8' CLNG . 0 305 305,' SH F__ N i......................) 305[ SH 305[ SH STAIR NOTES 011 51-01' 51-01' 5'-0" 4'-1 4P-10" 51-019 51-01' 5'-0" 1 (15) EQ RISERS @ 7 9/16" 1 of—of$ 91 ?r (13) EQ RISERS @ 9 1/2" W/ 1" NOSING i op) g'-10" io'-o" NOTE: TOTAL TREAD DEPTH = 10 1/2" MIN ;; v 2. TREADS MADE OF 2x12 GLUED & NAILED 201-011 20t-O)l (TRIMMED AS REQ'D) SECOND 2" 2" 3. RISERS MADE OF 1x8 GLUED & NAILED (TRIMMED AS REQ'D) FLOOR PLAN 401-011 4. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED /4— A� 5. STRINGERS ARE 2x12 EQUALLY SPACED (TYP) CL SEPARATION WALL SECOND FLOOR PLAN DATE: 12/21/2005 V - 0 DRAWN BY: PLO A E3 j 2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT HABITAT FOR 40' -0" 200-0" 20'-0" HUMANITY OF 'A 61-opt 91-oill 4'-91 to 'A 4'-91 9,_01 opt THE ABBREVIATIONS 2 2 2 6p- 40 ? JACKSONVILLE ABV ABOVE AC AIR CONDITIONER 2:1 AFF A90VE FINISHED FLOOR BEACHES AHU AIR HANDLER UNIT CABS CABINETS - PA__10 PA'F10 - 1671 FRANCIS AVENUE CLNG CEILING 0 0 COL COLUMN I Hj HB I DR DOOR "o rjj -It ATLANTIC BEACH, FL DW DISHWASHER 6068 SGID 30 SH 3030 SH 6068' SGD t 32233 ------------ ................ q ! P FLR FLOOR F__ FP FIREPLACE r---- r (904) 241-1222 GLS GLASS r HB HOSE BIB FAX: (904) 241-4310 MC MEDICINE CABINET MIR MIRROR MTL METAL KITCHEN o I o KITCHEN 8' CLNG 8' CLING -IN OHC OVERHEAD CABS 0 1 HB IN DINING ROOM DINING ROOM VINYL w 0 Ljj 0 VINY OPENING - 00 OPNG 0) 00 OPT OPTIONAL (110 00 z _m 8' CLNG '0) 8' CLING z < R&S CLOTHES ROD and SHELF of 11� qio oi p REF REFRIGERATOR SD SMOKE DETECTOR 6'-4- 21-81" 2P-81" 6'-41 SGID SLIDING GLASS DOOR 2 4'-0 2 6'-9 6'-9 2 4' -0" 2 SH (2) SHELVES (QUANITY) VOL VOLUME _21 REF 2068 2068 WC WATER CLOSET STORAGE STORAGE _j WD WOOD 8' CLNG (3) S H (3) S H __5 30 c OHC 8' CLNG WH WATER HEATER ill _81f - ill I V_- 2p-8 N 3'-8'p L#2'-82 0 286a L' 2 L. --------------- 2668 H w 2668 Ac L 2"LL 10 2x6.__WAL CI I 42"H 42"H ToRi dR HALF HALF N TYPICAL OF TWO WAI I WALL .. ........ ... 0 c) W W/ _j :_j NE R1 IL 3n]:Al' D All. 2 STORY N -IN —c"i POWDER 'N CAP CAP — /' POWDER lg�� < -IN N U� I �::i -IN 8' CLNG T 8' CLNG A/C ix N AREA !" (D U QX�. VI NYL _n VINYL COMP ............. ....... A.5 3 BED 2868--., 2868 1ST FLOOR LIVING SPACE: 614 SQ FT. R&S 36"H HALF 36"H HALF R&S L JI 2ND FLOOR LIVING SPACE: 602 SQ FT. PR -<AB WALL W/ CAP WALL W/ CAP XPR - AB W & W OTHER: N/A :2068 HW HW DUPLEX 206 TOTAL LIVING SPACE: 1,216 SQ FT. N/A pp U) GARAGE: 5'-21 5 -22 N S-32 1 1120 / 1122 SCHEIDEL COURT 3'-1 41-0" 41-31 2 49-311 4' -0" 3p-,31't 3,-lll C.,I Lo 01 2 Ln LAN Al: N/A 0 ATLANTIC BEACH, FL ENTRY: N/A -IN -IN 00 co 32233 STORAGE: 26 SQ FT. (o LIVING ROOM LIVING ROOM LD -0) DUVAL COUNTY 8' CLNG 8 CLNG TOTAL UNDER ROOF: 1,242 SQ FT. 00 00 0 0 ...................... ................ -------------------- - .......... N 1% r ................................... ......................................... .............. .......... .................... -H ........................................... 0 8.............. ..................... 305 SR........... ............ 0 H13 N 3 N 10' -0" 10' -0" STAIR NOTES 21f 2 BRICK VENEER 1., (15) EQ RISERS @ 7 9/16" LINE OF 5'-0" 10'-0" 4'-10 41-1001 1 D'-O" 51-01' 'LINE OF (13) EQ RISERS @ 9 1/2" W/ 1" NOSING CANTILEVERED CANTILEVERED NOTE: TOTAL TREAD DEPTH = 10 1/2" MIN 2ND FLOOR 20P-Ot' 20l-Ott 2ND FLOOR 2. TREADS MADE OF 2x12 GLUED & NAILED _70 (TRIMMED AS REQ'D) 40 �; O" 3. RISERS MADE OF 1x8 GLUED & NAILED FIRST FLOOR (TRIMMED AS REQ'D) 4. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ PLAN 3/4" T&G PLYWOOD GLUED & NAILED Zf2_ 5. STRINGERS ARE 2x12 EQUALLY SPACED (TYP) !; CL ISEPARATION WALL F � RST FLOOR PLAN 4 V - 10 " DATE: 12/21/2005 DRAWN BY: PLO A3 2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT LEGEND HABITAT FOR 40' -0" 4 INDICATES A STEP-DOWN OR RECESS IN 7 HUMANITY OF CONCRETE SLAB W/ MINIMUM DISTANCE: 20'-0" 20'-0" DENOTED THE INDICATES SLOPED CONCRETE SLAB @ 2'-0" E3'-0 101-011 10'-0" 1,2'-0 SLOPE 1/8" PER FOOT (MIN) 10 JACKSONVILLE 4'-011 4'-011 4 1_O" 41-091 —7 BEACHES 23 1671 FRANCIS AVENUE ol 11 0' 4" 0 -4 0 ; 0 ATLANTIC BEACH, FL (M IN) H B rm 32233 I F" SGD.RECCESS SGD RECCESS ------ (904) 241-1222 SLAB NOTES - — — — — — — — — — — — — — — — — — — — — — — -- FAX: (904) 241-4310 1, THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. 2. 4" 2,500 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 2,500 PSI FIBERMESH CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) .... ...... ....... ... 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING ... ........... PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND 0 !SLOPE 0 1 SLOPE I PROVIDE THICKENED SLAB @ ALL LOCATIONS. (SEE - 4" 4' DETAIL) L ----------------- 4. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE 2 STORY CONDITIONS. Lnico f-jh-o'-o" 0'-0" Lnipo 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS IN CD 0 N REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL .... ....... ... ....... .... PLUMBING FIXTURE LOCATIONS) 3 BED SLOPE SLOPE 3'-0 8 8" 3'-0" DUPLEX v ol .1 .0 e- -7 .4 Lnioo 0 LF01100 I NOTE : - 0) 1120 1122 SCHEIDEL COURT ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ATLANTIC BEACH, FL ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS 32233 ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. DUVAL COUNTY — — — — — — — — — — — — — — — — — — — — — — --j i — — — — — — — — — — — — — — — — — — — — — — j LnlpQ nl.-t I BRICK LEDGE BRICK LEDGE HE3 HE3 -0 -41 V-4 _j M, -(MINT IN) �j SLIDING GLASS DOOR TRACK W/ CONTINUOUS CAULK BED 1/2 ' SLOPE CONCRETE —7 @ 1/8" PER FOOT 10'-0" 1 09-0$1 lot-011 10'-0" (MAXIMUM) 3 201-011 201-011 4 FOUNDATION 401: 011 'd -4 PLAN I CL : SEPARATION WALL THRESHOLD D ETAI L FOUNDATION PLAN I I — )l ) _ o )) 2 ) - 02) DATE: 12/21/2005 1 /4 1 1 /4 1 DRAWN BY: PLO P 2 HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH , FL 32233 HABITAT FOR (904) 241 -1222 HUMANITY OF FAX: (904) 241 -4310 THE JACKSONVILLE BEACHES BUILDING CODE SUMMARY 2 STORY, 3 BEDROOM DUPLEX 1671 FRANCIS AVENUE ATLANTIC BEACH, FL CODE ENFORCEMENT JURISDICTION : DUVAL COUNTY 32233 1120 / 1122 SCHEIDEL COURT (904) 241-1222 FAX: (904) 241-4310 ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS ATLANTIC BEACH, FLORIDA 32233 OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM DUVAL COUNTY BUILDING HEIGHT OF THIRTY FIVE FEET (351.011). ZONING CLASSIFICATION: DRAWING INDEX WIND ZONE: 120 MPH (WIND—BORNE DEBRIS) FLORIDA BUILDING CODE: 2001 EDITION Al - TITLE SHEET, DRAWING INDEX, GEN . NOTES 2 STORY, FLORIDA BUILDING CODE — PLUMBING: 2001 EDITION - FLORIDA BUILDING CODE — MECHANICAL: 2001 EDITION AZ- FOUNDATION PLAN 3 BED FLORIDA BUILDING CODE — FUEL GAS — 2001 EDITION A3- FIRST FLOOR PLAN DUPLEX NATIONAL ELECTRICAL CODE: 2000 EDITION FLORIDA FIRE PREVENTION CODE: 2001 EDITION A4- SECOND FLOOR PLAN 1120 / 1122 SCHEIDEL COURT A5- RIGHT SIDE AND FRONT ELEVATIONS ATLANTIC BEACH, FL OCCUPANCY CLASSIFICATION: RESIDENTIAL 32233 A6- LEFT SIDE AND REAR ELEVATIONS DUVAL COUNTY CONSTRUCTION TYPE: TYPE VI (UP) A7- ROOF PLAN cp y SPRINKLED: NO FIRE DISTRICT: NO A$- ROOFING DETAILS BUILDING HEIGHT— A9- WALL SECTION AND DETAILS APPROXIMATE HEIGHT AFG: 24'-0" A10- FIRST FLOOR ELECTRICAL PLAN BUILDING AREA (TYPICAL OF TWO)— All - SECOND FLOOR ELECTRICAL PLAN TITLE SHEET, FIRST FLOOR A/C: 614 SQ FT. SECOND FLOOR A/C: 602 SQ FT. INDEX OF TOTAL A/C: 1 ,216 SQ FT. FILE Copy DRAWINGS GARAGE: N/A APP�AYIC"EACN LANAI : N/A AUI AItiU KFICK ENTRY: N/A. "''� � OP STORAGE: 26 SQ FT. �=— TOTAL UNDER ROOF: 1 ,242 SQ FT. DATE: 12/21/2005 City atAtlantic Beach DRAWN BY: PLO Planning and Zoning Department Depane This approval verifies compliance with applicable = LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING zoning, subdivision but A esrnlocal land ot constitute approval for the Issuance of permits. Compliance COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2001 — 704.4 wimFmrimeuuainaCode amenamerapplicable local, State and Federal permItting roquiremenb must be verified by el e[urc 01 the City of Atlentlo Beach Building Olfl DAW 10 W uNC!0(a Building Permit Approved� ve opmeM reGw Date: — �ft /zO Z2 THIS DOCUMENT 15AN STRUCTURAL GENERAL NOTES - IN5TFRUMENT OF ENGINEER'S SERVICE FOR OTHERS FOR CON- STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. STRUCTION OF PROJECT ODES-- STUCCO CORNE 4" CONC SLAB W1 roX6XI0A0 ULLF AS TITLED 5ELOW. 4" CONIC SLAB W1 rbX&XI01I0 WWF STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. BEAD I" BELOW OVER ro MIL VAPOR BARRIER OVER INFORMATION DERIVED 2001 FLORIDA BUILDING CODE (F5C) 7 OVER 6 MIL VAPOR BARRIER OVER SLOPE 3/4" X 12" STUCCO CORNER FINISHED FLOO CLEAN,WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT CLEAN, WELL COMPACTED, TREATED FILL EXP.JOINT I AT GARAGE DOOR BEAD V BELOW 4" CCNC SLAB W1 roXroX10110 WIF MAY BE USED CAN NOT 5E USED FOR A5CE I-S6 FINISHED FLOOR-,"" OVER 6, MIL VAPOR BARRIER OVER AS 5RIC< LEDG --- --------- -- OTHER WORKS UNLESS le"31 ND5 CLEAN LL COMPACTED, TREATED FILL VARIES SLO E GRAD9 (1)04 REBAR CONT. a HEADER COUF;ZSE 4UTI4OF_IZr=r_> BY THE 4" CONC SLAB W/ roX&XI01I0 UXLF SLOPE ---------- ENGsINEEIR, WITHOUT OVER ro MIL VAPOR BARRIER OVER RADE DIMENSIONS ARE I I-- INFRINGEMENT OF LEGAL MIN. DISTAt CLEAN, WELL COMPACTED- TREATED FILL 13 GENERA L V C11 A.Design is vold after two �ears from original date or Issue, unless updated to acceptable codes and practices at that time. 1 STORY IRIGHTS. RY DIMENSIONS r roll MIN. DISTANCES CLEAN COMPACTED ILDo not scale. Use dimensions from the architectural plan. Notff9 engineer Immedlateig IF discrepancies are found between plans. 2 STO SAND FILL C.-All details shall be In accordance With Instructions from manufacturer or designer. I STORY W1 2 OR LESS COURSES, 2)P4 CONT I1E=_I I N��I I I F III I-STORY El I I IN I 10111 N POUR STEMWALL 5OLID OR U5E 10"x2o- FTN-G D.All temporarg shoring shall be the re5ponsiblift9 or the contractor. .. .... (2)'5 OR (.3)04C,0NT.- 2-ST,�� MIL VAPOR BARRIER 'W/O 5RICK (TYP_VERTICAL REIMFOF,-_EMENT,� 04 DOWELS 2 0 CORNERS 4 411-old THEREAFTER - 5E�: FOJNDATI 1 1611 fi,I I I RN I I 1�_ I I I R-4 I I �_l I I I= IIN-11 EE�fllll-H ALL DOWELS 0 TOP A BOTTOM,r=MeED 11 1 STORY) —_1 1 1111 5RICK MINIMUM roll INTO FOOTING 11211 INTO SLAB 3 A-Thlo design has been completed in accordance with pertinent standards, recommended design soil parameters, and accepted 2011 — 1211 (1 C0qT. (GROUT ALL CELLS W1 REINFORCEMENT) engineering design procedures, and is based on the best Information available at the time of completion. The design is intended 7 1 STORY FOOTIW_s 61ZE MAX_ STEMWALL HEIGH 4 T2 STOR'Y;5 W10 BRICK 12"WIDE W1(2)04 OR(2)15 CONT. COURSES WALLS > (5) a" 15TORY FOOTIW-i SIZE to minimize differential movement resulting from the heaving OF expansive soil or settling OF subsurface soils- It must be recognized W/BRICK 20"WIDE(INCLUDINiS LEDGE)W1(3)04 OR M05 COURSES HIGH REQUIRE W10 BRICK Irb"X8*W1(2)14 OR(2)5 CONT. that foundation components will undergo movement. Ang subsequent owners shall be appraised of the soil Condition and advised to TUFRNED DOWN EDGE 2 STORY ADDITIONAL ANALYSIS 4 W1 BRICK 20'XS"W/(3)04 OR(2)15 CONT. maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above Floor slabs, and WIO BRICK Iro"WIDE W(3)P4 OR(2)15 COW. REINFORCEMENT. 7 STORY W BRICK 24"WIDE(INCLUD ING LEDGE)W1(4)P4 OR(3)15 W/o BRIM 20"xI0"W/(3)94 OR(2)15 c0NT. finish work above the Floor slabs, etc. I W/BRICK 24`xI0*W1(4)P4 OR M15 CONT. ft Design has been based on a non-expansive soil with an allowable soil bearing capar-Itg OF ANOW psr. Active EFF= 30 pcf (level backslope). TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL C-5ackfill adjacent to foundation walls shall not be placed until the walls have sufFIcient strength and have been anchored to the floor 0 s�stem above or adequateig braced to prevent damage to the wall. 0-Rerer to the GeotechnIcal Engineer's report For all soil requirements for this site- F-All foundation pads shall be formed to proper dimensions as Indicated on the drawings and centered on column or wall. SEE STI FOR VERTICAL WALL CONNECTION. P_The location OF foundation jogs, steps and top of wall elevations and connections are critical to foundation performance. These items 4" CONC SLAB W1 roXroXI0110 5 1/2/ are shown on the plans but mag change during the actual Construction. As a result, this design can not address proper foundation OVER & MIL VAPOR BARRIER��R I MAX. 2 COURSES CLEAN,WELL COMPACTED, TERMITE 4" CONC SLAB W1 roXroXIOA0 UXLF configuration unless stated 5peciflcallq on the drawings- 5 1/2" WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE STI FOR VERTICAL TREATED FILL OVER 9, MIL VAPOR BARRIER OVER WALL CONNECTION- CLEAN,WELL COMPACTED, TREATE FILL STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR STUCCO CORNER VARIESt MAX 5 1/2" (HEIGHTS EXCEEDIWS (PR4 CONT. IN 50LID GROUTED Builders CONCRETE-- BEAD I" BELOW �AWIDTH REQ ADDITIONAL ANALYSIS) U-BLOC<COURSE SHED FLOOR\ VARIES FINI_ 411 CO TYPICAL SLAB A-Detail reinforcement in accordance with ACI 315-80 (Revised 1"388), Detailing Manual. Minimum Concrete cover For reinforcement NC SLAB W1 &xroxI0110 UXVF FirstSource OVER C? MIL VAPOR BARRIER OVER -111 RA I 14 11 F TYP. VERT. shall be as Follows: CLEAN, LL COMPACTED, TREATED FILL OfJacksonville MIL VAPOR 5ARRIER 1) Concrete cast against earth 311 111 1�1 I I M SLOPE DesignCenterjnc. _�d I I ................. 2)Formed concrete exposed to earth or weather 1-1/211 __nT �l I I RE�fl I I N GRADE ____T1T 3) Interior slabs, walls 3/4" CLEAN COMPACTED EIJI I I YPICAL FOOTING SEE i/sT2 FOR 004 CONT. SIZE/FMINFORCEMENT IL Minimum compressive design strength OF concrete used for foundations and slabs shall belbW pot 6 28 daSs. SAND FILL 6550 Roosevelt Blvd. Ck,Relnforclne steel shall conform to A5TM A6,15, grade 40. r Jacksonville, Florida 32244 0.1-ongltudinal reinforcing in walls and Footings shall be continuous at corners and Intersections. Matching corner bars shall be used. III MIN11MI11-111P Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20". Jim E.All concrete operations, Including but not limited to mix cleslen,mlxln!@, transporting, placing, reinforcing detailing and placing, curing, TYPICAL FOUNDATION Tel W4.112-6100 and testing shall be done In accordance with the requirements and application of ACI 301-84 (85)t "5pecl FTca t tons for Structural Concrete". STEP DOWN IMENSIONS Fax 904.31-1-2a35 IN. DISTANIr-mo, I 'HIE, NON-LOAD 5EAFMG TUF�NED DOWN EDGE r — A-Framing lumber shall be as follows orbetter- OUNIDATION AT GAP-AGE OUNE)ATI.ON_AT_GAF�AGE 2 x Rzfter5/5eams/Jolsts 02 SYP 1"391. M.C. I-Joists Provided bg TrusJolst, or equivalent. Engineered Beams Provided bg Tru5Joist, or equivalent. 411 CONC SLAB W/rox(oXIOA0 ULF Plates 02 SYP 113% M.C. OVER ro MIL VAPOR BARRIER OVER Studs 02 SPF 113% M.C. - TSplcal - Unless Noted Otherwise CLEAN,WELL COMPACTED,TERMITE HEADER 5LOCK OR OVERLAP SLA13 RECESS SLAB 3/411 FOR TREATED FILL 211 11/211 r\ Stud Grade SFF Ic3% M.C. (2x4 up to V-1 1/8", one 5torg residence onIS except partialIq enclosed structures) FORMED 4 CAST -a THRESHOLD EL All nails shall be t�pe OIC43mr4no unless noted otherwise. OptlOn5 to using common nails are as follows: STEP DOLIN 1-1/2 DEPTH = STUD + 1 1/4" (FROM OUTSIDE FACE OF BLOCK) 12cl=10d=0.I3I"x3" Gum Nails RECESS SLAB 3/411 FOR SGID VARIES 8d=0.0913"x2 1/4" Screw/Glus Shank Gun Nails (provided that the o1c spacing Is reduced bg 1/3. I.E.: 5d 6 6"112"olc becomes 411 CONC SLAB W1 roXroXIO110 ULF .05c313114 1/411 6 411/811o/c.) OVER & MIL VAPOR BARRIER OVER TYP. CLEAN,WELL COMPACTED, TREATED FILL -rewing shall be as indicated in the current Florida Building Code, ASCE 1-95, 77-7_7 -SLAB TYP. SLAB C.Uk�-_re not otherwise shown on plans, all nailing or sr ------------ - andlor lc3c3-i NDS T—i ------ referenced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used in place OF nailing. =1111= I Will- CLEAN COMPACTED D-Metal connectors to be provided bg SIMPSON. Alternate connectors w/ equivalent or higher allowable loads mag be used In lieu or [CAL FOOTING _E�E�I - CAL FOOTING - -SEE I/ST2 FOR specified components. I I:—=- I 10 SEE I/ST2 SAND FILL EM I PEI I I I— I I SIZEAREINFORCEMEN FOR SIZE/ (2)04 CONT - I-STORY _9es, 12" o,--. in field (5" with partialIV enclosed F_All exterior walls to be 5heath�ed with min. O.SB. with 5d a 6" o.c. along panel ed ILI I I �1(2)-, OR (3)04 CONT.FOR REINFOF;?f_-EMENT structures), except as noted on Structural plan. 16111 ill I I IEEE II , Z 2-5TCRY cturers specifications 4 dlrectlo5. F_Engineered componets (trusses, I-jol5t, etc.) shall be installed per manufa N STORYI TYPICAL FOUNDATION W 06 All permanent bracing of trusses with continuous lateral braces shall be cliaE3,vnall� braced per H15-c3l spaced not more than Iro Feet oc. and 1, 2011 not more than 4' from end OF continuous lateral brace. 12 STORI;5 I I R�I I I IE—W I I E I I I- STEEL-- INTERIOP, E3EAFPING IH M111--lIM— IM 11 H� A,Detall, fabricate, and erect steel according to AISC (12 5TEMWALL 5TEF [DOWN FOUND. AT 6.G,D, "Specification For the Design, Fabrication, and Erection OF 5tructural Steel Buildings", c3th edition. &Structural steel shall be: H_ Except as below ASTM A36 Pipe ASTMI A53, TSpe E or IS, Gr. 5 411 CONC SLAB W1 roXroXI0110 WIF HOLD HDR. BLK Tube ASTM A500 MARBLE BILL OVER to' MIL VAPOR BARRIER OVER TO OUTSIDE LH C.-All bolts shall be A30-7 unless noted otherwise. CLEAN, WELL COMPACTED, TERMITE O-All welding shall be b� a certified welder. 511 MAY VARY TREATED FILL 1-1/2 TYP. SLAB LL TILE —HAND TOOL ALL CONTROL JOINT MASONRY (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE 411 CONC SLAB W/ &X&XI0110 Wir- OVER ro MIL VAPOR BARRIER OVER A,Concrete block "it have a minimum compressive strength, f'm of SM poir. Masorry shall be laid up using t�pe 5 mortar only. PLAN) 15 WORKABLE CLEAN,WELL COMPACTED,TREATED FILL L -1 Ang ma5onrS In contact with earth shall be grouted full. Grout shall have a minimum compressive strength OF 39NM psT --------- rt RIM 11 r_7— IL All concrete masonrg operations, shall be clone In accordance with the provisions of the latest applicable recommendations or the ACI Manual of Standard Practice. fl I I I� C,-Lap all vertical reinforcing a minimum OF 20". —111 E�J TYPICAL FOOTIWG SEE I/5T2 D.Provide horizontal joint reinforcing at fro" o.c. verticallS. Reinforcing wire shall conform to ASTM A82 and ASTM Alro-1 TYPE 304. 1 ! I I .... .. K IZE/REINFORCE111M,T TYPICAL FOUNDATION ILI r�=, Z JIM I Mill 0111 9 19 SUNKEN SHOWER DETAIL CCNTf;POL JOINT 4 FOUND. AT DOOR SILL DRAWN 5AM,RW CHECKED LAP STANDARD FOUNDATION DETAILS SCALE NOTED I-DATE IAI/02 Ill AIR SPACE A JOB NO, STANDARD (I)P4 x 2'-0" OVER TRUSS DETAILS -FLASHIV-s MUST PASS THROUGH 8"xB" CHASE IN BRICK VENEER al A LEVEL BELOW F CONC. BLOC< STEM EXTEND FLASHING BELOW SHOE PLATE WALL. SLOPE ---------- -.:_1 - EXTERIOR WALLS HAVE THE EXTERIOR METAL OR PLASTIC GROUT SOLID GRADE 1=1 I B 1 -.7 Founda it-lon Note; SHEATHING FLUSH WITH THE FOUNDATION. (POLY)FLASH IWG AROUND PIPE '11� FULL ALL INTERIOR WALL DIMEN51ON5 GROUT SOLID .. ......... FROM OUTER EDGE SLAB. LIEEP HOLES 4all O/C la, CLEAN COMPACTED AROUND PIPE SAND FILL Wo o 6 vert i ca con s t ruct i on 3/4" (NOM.) STUCCO OVER LATH 4 PAPER Z W 811 MIN. - DEEPEN �q . 2147R 5hown atop Foundation TYPICAL FOOTING - SEE I/ST2 1/4" GAP BETWEEN SHEATHING 4 CONCRETE FOOTING 6 CHASE TYPICAL FOUNDATION FOR SIZE/REINFoRcEMEN r -0' Z <1 LOCATION AS REQ'0 To ED 4- PROVIDE PROPER Tf -r-= ca, 11� detalle for clarity. wood, ---------- FOOTING DEPTH. TUCCO STOP GRADE ............ 01� CMU/ ic: F or other structural I_- LIGHT COAT MASONRY "DRE55ING" TO FILL BLOCK VOIDS AND/OR HONEYCOMBS FILL VOID BETWEEN 5RI K UTILIT"Ir CHASE UTILIT'T' CHASE VENEER I FOUNDATION vertica I con&tructiori WALL W/MORTAR OR Z] GROUT,FILL 60LID FROM FOOTING TO UNDERSIDE OF zi PLAN acceptable see STI For STUCCO DETAIL 5PICK DETAIL ZA SHEET FOUNED MONOLITHIC: FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE STUC:CO ADDENDUM BR10< ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS ST2 OF SHEETS 'CLEAN, I M J I I Cl 9, D, TRIFATE I L M5TA24 W/(S)10d/END,C.ON STUD (2)2x4 02 SYP ASSEMBLY(TYP 4 0 HEADER,4 0 SILL) BLOCKIW3(TYP) OVERHAWIS IN EXCESS OF I&*AND UP TO 24* THIS DOCUMENT 15 AN APPROVED TR:USS-TO-M C40NNECT01745 / I HEADER(SIZE USE 2x4 SYP OUT LOOKER AT 16"olc CLIP TO UPLIFTS > 57UD WALL SPECIFICATIONS zzitlll��lllzllllzlllllzl777777777777 7-...... PER CALLOUT ON DBL TOP PL.UJIT14(2)145 W/Med.OVERHAWjS INSTfRUMENT OF UPLIFT(1-55) 02�NECTION 10=SEE I STRUCTURAL -SPH4/6/5 PL Ito" OR LESS USE 2x4 SYP OUTLOOKER AT 24" 1116"APA OR TECO RATED 0-465 (1)W5 W/(4)Da_)Ek��_ STRUCTI.IRAL le WT.(FT) STUD SCWEDULE CONNECTOR5 NOT REQ ENSINEER'S, SERvICr= SWEATWIWs ON ROOF DECK 0-145 (1)H8 W1(5)10d x 1-1/2*/END 0-51-1 1/8" lx_4_12 SIFF STUDS 19 1&*O�C_ HEADER PER STRUCTURAI_PLAN - ALL FRAMIt,*MATERIAL TO 5 (2)SPH41618 PLAN)OR TRUSS BLOCK SWEATHIWS EDGES Old WITH(IA45 W Mad FOR OTHERS FOR CON- WITW 8d NAILS AT 4'O.C.AT PLAN. IF Al-AfTECO RATE WITHIN 4'OF GABLE TRUSS 4&r-SW 0-101-1 1/8" 2x4 n 6PF STUDS,11 12"-O/C 02 SYP E><CEf='T AS NOTED,02 5 LAYOUT IF 5HEATHIW3 15 NAILE ALL SUPPORTED PANEL 7 - )_145 W(4)86/END/EA CIA ....77 MAY BE USED f1_,O,0 2 SYP ONLY SYS 42, ASTEN SWEATWIWs TO FRAMNG AT 3'o/d STRUCTION OF PROJECT EDGES AND 8"Or-IN FIELD. 145-10= (2)W8 W(5)10cl x 1-1/2"/END/EA. 0-111-1 1/8" 2x4 n 5YP 5TU05 0 12*O/C ....;77- COFNER OF INTO TOP 12 ASSEMBLY ON EDGES,&N Old IN FIELD AS TITLED 5ELOW. 0-1000 (1)1-11611-1165 W/(10)10d x 1-1/2'TO TOP PI.- aa5u;_65� Uj/BCL (6)1-1/4'GALV.ROOFIWs 2xro 02 OFF STUDS 0 16'O/C -.11 - /11 lo IF 15OTP SIDES OF FRAMING IS GARAGE HEADER W1(1)ROW "L5 a EACW SWINGLE T 0-10001 (1)MT512 W1(1)lOct x 1-1/2VEND 2x& 02 SPF STUDS 0 16'O/C 6HEATHED P144/6/8 *32"o/a 3"o/c 6d NAIL INFORMATION DERIVED S,WEATINr_% IN THE EVENT TI-E CONCRETE a TOP le TO WDR FROM THIS INSTRUMENT FURLIN BOTTOM CHORD OF ALL WE3 CONTRACTOR OMITS THE (2)MSTA24 W1 C40SNER Or- ARA RATED _044EATWNG TO CAN NOT 5E USED FOR TRUSSES WIT14 Ix4 SYP o NAIL THROUGH AP.A RATED SPEAT14NG MPAW022 EMBEDDED (SAOd/END/STRAP 0 EA GARAGE MATCH ROOF SHEATHING TRUSS-TO-le COONNEE SEE PEF;ZPINDICULAR TO TRUSSES 4 INTO NO.2 SYP FRAMING W 8d AT 3' STRAPS,IT 15 ACCEPTABLE END OF HEADER UNj0_ OTHER WORKS UNLESS TRUSS SC44EDULE FOR PRE-EWMEERED ROOFF 24"O/C ut/(3)lod NAILS AT Or-AT ALL EDGES AND INTO EAC-44 FLY TO 5UE35TITUTE(1)MST48 It 11 r4UTHOIRIZED BY THE CORIIECTOR. TRUSS OR RAFTER EAC14 TFW55 - UX.O. OF EACH DOUBLE INTERIOR PLATE,12" SERIES FLAT STRAP PER WALL SHEATHING SHALL BE 7/16" *SHEATHING NEED ONL I 2x 42 SYP DBL TOP PI_(SLOPED) ENGsINF=EfR WITHOUT Or-ELSEWHERE- WPAWD22.FACE MOUNT THE AP.A RATED SWEATHIWI WITH ad COVER LOWER IP OF TOP SPF STUDS -W __W STRAP TO THE FOUNDATION NAILS AT 3"OZ.AT ALL PANEL A5$EM5LY INFRINGEMENT OF LEGAL 4 ALL EXTERIOR WALL SWEATWIls4 SPI-44/6/5 0 32"O/C Q9 Iffi. I I I I _jI SHALL BE'1/16"AP.A RATED FOR OTHER UPLIFT HARDWARE WITW EITHER(4)1/2"0 EDGES AND 8'OZ.IN FIELD A)If! ARE PROM-I:;4_ (2)2x4 02 SYP TOP e. FAS W/ SWEATHNG WITH,Sd NAILS AT I&' WOOD-Tla RODS a 4'O/C AND C4212'MCTIONS,SEE TYPICAL EPDXIED ALL THREADS W (TYI=-UN.O_). SHEATHW-1 PANELS NAILED TOGETHE 1/16' APA RATED SWEA114NG WITH fRIC=HT5. w/3xm/a"WASHERS. WALL SECTION AND TYPICAL 4 1/4*MIN.EMBEDMENT OR SHOULD BE ORIENTED W TRUSS CLIP5/5TRA Od NAILS * 6"Old ALCWS ALL PANEL (2)ROWS 10cl 0 12" O.C.(UND.)MR Or-AT ALL PANEL EDGES AND EDGE$AND 8*Old IN FIELD. BLOCK 24"LAP W1 02A0d IN LAP.SPW4/6/5 8'Oj�:.IN FIELD(TY10-U1�1.0.). HEADER FRAMING DETAIL (16)3/16"Ox 1 3/4"TAPCON r PERPNDfCULAR TO FRAMING ARE ATTACH TO BOTH fR' 1/2'GYP ALL EDGES(CONTINUE 51=5 4 SHEATHING f;PE\.00 DE5C:1RIf=>TION Ir-W1 3x3xI/5" WASHERS. -ORIENTED PERPINDICULAR TO -9 Ef f-SILL A-LATE � 1, FOUND TO UNDERSIDE OF OUTLOOKER5) 321 O1r_QS WOOD-TIs RODS IN 6' OWEATWNG PANELS SWOIJLD BE 1/210 x 4-1/2"EMBEDMENT WEDGE (2)2x4 12 SYP AT DOUBLE INTERIOR ANCWORS.FASTEN STRAP TO MEMBERS,U.N.O. J ANC4-�0 -OXIED ALL 5ILL5 5/5LOCKIWs,NAIL STUDS 11V(20)lrod. JACKS PER PLAN TRUSSES/RAFTERS SWEATHNG TO BE ORIENTED PERP. I FRAMING MEMBERS IF EXTERIOR FIRST PLATE TO SECOND PLATE W/ TO FRAMINCs MEMBERS,U.N.O. THREADS 0 32"o/d W 2x2xl/bl MR 3 KNG STUDS EAC44 CEILING WEIGHT RAFTER-TO-12 C&akLE_CIQE* FINISH 15 STUCCO,UN.O. WASHERS OR WOOD*Tle RODS 0 (2)ROWS 12d CCMMONS AT 8*Or- 2 02 SYP PT BOTTOM IE w/ 4"olr-WOOD-Tie RODS 0 SIDE Or-OPENW.1 WHEN LEW311-4 Ct7NNIECTCR 1� - -- -- - HPAH022 W/(23)lroci TO 5 K1Wx PURLIN BOTTOM C44ORD OF 11 %Z/ L L " VARIES-/ 1615 a 32.Oln-QS INTERIOR SWEARWALLS ADD SIDE PARIEL WEIGHT TO USIW_%2x&FRAMIW3, (1)"5,W5,1416,Q9 MT512 WOOD-Tie RODS 0 &'O/C. EITHER 24"o/c SHOT PINS Q9 l6d STUD ASSMEBLY(2) STUDS EACH SIDE WHEN ALL TRUSSES WITH Ix4 SYP 3 'S QS HS-5 QS CAZE HARD NAILS * 15"olr UJIDT14 REQUIREMENTS PER SIDE OF OPENING U5lWx 2x4 FRAMINIG UN.O_ WOOD,Tla ROD PERPINDICULAR TO (2)H5 1/2"Oxl"EMBED AJ3.w/2'y,2"xI/5"WASW ANCI-k 111 5OLT(S) h(Ft) MR W TRUSSES 0 241 O/C w/(3) (2"MAX_FROM 4 (1)Hlro QB MT812 AT 32"Old QR 1/210 WOOD-Tte RODS 11 OR SP�T PN5 2.-1. _J/2'ANCHOR BOLT AS 10d NAILS AT EAC44 TRUSS ro,O/r_W/EITHER SHOT PINS 0 24"O/C 02 SYP FIT BOTTOM fe PER C F TAIL E/STI� PER TY-P.WALL SECTION. JACK/5TUDS) MSTA24 W(S)10d I >14'ISEE PLAN OR Ifod CA-SE WARDS a 18"O/C. 11-8 1/2" 4"SLAB W/8'xb"THICK- if UN.O. NAILS/END 0 EA.SIDE OF 11-5" -HPAH022 NOT REQD EA ST1.10 ABOVE a THIS LOCATION JACKS 71' AND SHORTER MAY C14 4' -1-2 Irl- ENED,EDGE HEADER 4 JACKS TO USE(4)10d IN LIEU OF WALL LE!,* HEADER TRUSS-TO-112 CONNECTION 4 8' C-ONT.UNDER (SEE DETAIL T2) FINISH FNI AA GRADE TYPICAL WALL 1. A GRADE MAK- TO If': 2x4 STUDS x& WIA x WIA WIF -ALL CONCRETE MINIMUM 77777777, CONNECTIONS; IR- GRADE STREWiTH a 28 DAYSs STUD-TO-SWOE, TO IV:2Xb SYP*2 I T SWOE-TO-FOUNDATION FNISW OR FIBEFtIESH 2500 PSI =MPRESSIVE TO-STUD, TO 14': 2xro SPP'2 WATERPROOF EAR.RIER L I 1 1 12 16% 2x8 SYP'7 FOOTING TO BEAR ON UNDISTURBED SOIL FOOTW5(SEE TYPICAL WALL SECTION) 44TT22 W1 5/5"0 ALL THREAD(SI/2* TE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANC44OR 5OLTF USED,WITHIN 8"OF EMBEDMENT)(TY10) BEARms WALL ENDS AND WITHIN 81 OF DOOR OPENINGS IN 5EARIWG WALLS. SEE TYPICAL CONCREIE SECTIONS FOR REINFORCING AND DIMENSIONNG OF FOOTW3S_ TF;,'AD ITIONAL.M UJOI=#T1a ANCHQRII�* RODS TYPICAL WALL SEECTION 51115 - SPECIAL SHEARWALL DETAIL TYPICAL GARAGF= 200S OPENING PEETAIL GAIBLE END BALLOON FRAMING DETAIL 1/211 11-011 1/211 P-Oil 1/211 = 11-011 1/211 2 11-011 0 So u n� d 809 r a -5WI 4 SM SWEAR WALLS REQUIRE MR 48"OVERLAPS W1 MR(24).131x3"NAILS 0 TOP PLATE SPLICES OR(2) 2x4 12 SYP OUTLOOKE FirstSource I MSTA24'&LLV(S)l0d/END,CZNTERIED ON EAC44 SPLICE. 'OVERHANGS !9 16" 0 241old LILV(1)W5 *EACH of Jacksonville APPROVED TIRUSS-TO-12 C40NNECTOFRS STUD WALL SPECIFICATIONS HEADIER PER STRUCTURAL OUTLOOKER TO TOP C44ORD OF GABLE UPLIFT(LE35) CONNECTION F'7� -OVERHANGS 16' �:24" 0 16"Olr-W1(2)W5 E r-WT.(FT) STUD SCHEDULE PLAN OR TRUSS LAYOUT 0-465 (1)H5 W1(4)e6d/END Si;�RAL 0-C31-1 1/8" 2x4 62 5PF STUDS e Ira*O/C NAIL TWROUGW APA OR TECO RATED 514EATHNG BLOCK SHEATHING EDGES OUTLOOKER TO TOP CHORD OF GABLE TRUSS STUDS* 12*O1r_ INTO NO.2 SIFF FRAMING PER SWEAR WITHIN 4'OF GA5 W# __ I - 46E�-WO (2)H5 W/(4)ad/ENp/EA 2x4 n SYP STUDS* 121 O/C WALL TABLE 14!�-IOCO (2)"8 LLV(5)10d x 1-112"4110/1FA, AP.A OR TECO RATED 5044EATWN6 FASTENED TO T' (211STA24 WI(SAOd/END AT 3'/(2"OjC.LLV 8d MAILS. 0-145 (1)HS W/(5)lod x 1-1/2'/END -1 PLAN. 0-101-11/51, 2x4 02 SPF LE TRU55 FASTEN SWEATWW1 TO FRAMIW_s 0:�=I (I)WI6A41bSW1(l0)l0 xl-1/7"TOTCPPL 2x& -2 SFF f7TUDS a 161 O/C FRAMING PER SWEAR WALL TABLE FROM BEAM TO POST 15UILT-UP OR 5OXED COLUMN MAY - 0 10-IT-11/5"i 2x6 02 SFF STUDS IN 16'O/C SWEAR WALL CENTER STRAPe JOINT 13r= USED IN LIEU OF 4x4 OR roxro. (v MT512 LLV(1)lod x 1-1/2"/END (BLOCK PANEL El> 5) URO.ON STRUCTURAL 1/16" APk OR TECO RATED 5d COMMON HOLD DOWN a ENDS IN ADDITICN (4)13L-3" I OE QR END A.P.A.OR TECO RATED SHEATHING ON RO� FURL IN BOTTOM NAILING TO TYR WALL SECTICN(AISTI 4 PLAN. USE 4IOIS 02 SYP QS 5plg 02 SFF 2x4 MAILS a E o C44 1001. *H=A I HING 1`0 MATCH 'E _K C44ORD OF ALL SPACW_% B/STV. WOOD-TIE ROD MAY BE BUILT-UP COLUMN 11-0 4x4 OUTLOOK ER TO TOP e. ROOF SHEATHING WITH Od NAJL5 AT 4TO.C.CAT TRUSSES WITH Ix4 USED IN LIEU OF SPECIFIED WOLD- PT 02 SYP 4x4 POST 6550 Roosevelt Blvd. ALL SUPPORTED PANEL DOUBLE STUDS a EACH END USE 51019 02 SYP Q9 5pI9 02 SIFF 2xb GABLE TOP C44ORr> SYP DOUN(S)* SW 49 SW2 WALLS. Jacksonville, FL 32244 EDGES AND 8"O.C.IN FIELD. PI;RE-EWsINEEFED ROOF<- -COLUMNS GREATER 5UILT-UP COLUMN li-O&xb (I&)1-1/4"GALV.ROOFIW3 TRUSS OR RAFTER PERPINDICULAR OF SHEAR WALL,] IEDGE INELD I-STORY 2-STORY THAN 10,QS THOSE 2x L-BRACE ON GABLE VERTICALS AS Tel 904.772-6100 MAILS *EACH SWlWzLE TO To TRUSSES 0 24" WALLS �:t5'LOWi:NONE (I)CSI& SUPPORTING SPECIFIED BY TRUSS MANUF.(MIN.2x4 42 O/C W/(3)10d SW 6 a Fax 904.317-2835 SWEAT MAILS,AT EAC44 I I REQVt WAL.L5 <15'LCNG; STRAP EWSINEERED WOOD > SPF W/ro"o/c.131x3l MAILS 0 MAX 2411o/d). HEADER Kl?, Y SERVE (2)5101-141618 LLV 1/2'0 x PRODUCT- USE FT 02 TRUSS - UN.O. AS DBL STUDS AT T14E ENDS OF 4-1,12*EMBED EPDXIED SYP&xrp POST. (U.N.O. GABLE TRUSS (2)0 2 SYP TOP e FASTER W/(2) 0 WEARIUALLS ALL THFMAD 4 3x3xf/S' ON STFZUCTURAL PLM) ROWS lod 12"o/c(U.N.O.)MR 24"LAP-� SPI-141618 is 32"o/c CE 5 WASHER WITWI14 3'OF r - -- - - - - - - - - - 0 (2)42 SPF 2x4*EA COFNER Tf;WS6-TO-P_CONNECTOR SEE LtV(12ACd IN LAP. WOOD-TIn RODS W/ STUDS/51`1144/6/8.I 11-D.4x4 POST.(3)02 SPF CLIP END Or LATERAL BRACE TO GABLE SC44EDULE FOR 3"x3"xI/8*WASWER is 4"o/a I 2x -B I I'll P AT TFZUSS (I)WTT22 W/5/510 x 54121 (3)CSI& 2x4'S 0 C;OI;NERS DIRECTLY OF GAB E > X.. 50TTOM C44ORD WITH(2)HB,CLIPS. CONNECTOR SWI .3 a EMBED EPDXIED ALL STRAPS POST TO SLA13 CONNECTION f-150-4EATH BEAM U44EN bxb 15 d) B 5 IN=LUA �11M.S' 4 A H EA GABLE 50TTOM C44OIZO TO TOP 112 W1 MSTAID SPI-14/603*321o/c SFF STUDS _F_R PLAN wrrw Anu44 OR Anubg, uv REQV. i I JACENT TRUS 5 W/(3).131x3" THREAD. STRAP W1(1)I0d/END 0 48"o/c OR.131x3"TOE RAr-TER-TO-e C4N�F� OR WOOD-Tle I rql2)f6cl t.1/2'Ox4 L/4'EMBED, WM6 4 5/8"OxS-1/2" MAX "X1 5! IWQ SPAC MAILS TO TOP P_ *3"o/c-STAGGEREO AS REQ'D. (2)SF144/6/6 W1 1/2"0 x 4- EPDXIED ALL TWF4-=AAr>QR1 EMBED EPDXIED < 4A2 PITC - &'olc LEWATW CONNECTOR RODS W/3"X3"XI/6" ]MCS16 WAS44ER*b"old EMBED EPDXIED ALL (1)WTT16 4 5/8"0 x 5-1/2" ALL THREAD 11 42 SYP LEDGER FASTENED1 X 4/12 <IIA12 f C44 - Vold 1/16"APA OR TECO RATED SWEATWIW3 W/8d MAILS THREAD W/3x3xl/6' EMBED EPDXIED ALL EAC44 QS TO fro"o1c STUDS la/.131x2i" >1/12 PITC4 - 4'ole 6'O.C.ALOWs ALL PANEL EDGES AND 8"OZ.IN o_-r (1)W5jW8)4lrb,Q9 MT812 (2)145-5 0 TWFMAD. ALTERNATIVE AS GUN NAILS *EA STUD FIELD. BLOCK ALL EDGES(CONTINUE SHEATHING WS'S 0 WASHER SHOIN ON (TRUSS-TO-LEDGER 71� TO MIDPOINT OF GABLE BOTTOM C44OF4:1) l'-14' NOTES: 7 STF41CTURAL PLAN. CONNIECTOR SPECIFIED (1)Hiro Q9 MTS12 CONNECTOR5, CLIPS, 5116"HAFOI-FANEL 15 PERMITTED AS 50CIBSTITUTION AP.A.OR TECO RATED SWEATWIWs OVER SFF BY TRUSS ENGINEER) >14'ISEE PLAN STUDS.ALL EXTERIOR WALL SHEATHING SHALL A�5'5 AND WOOD-Tla FOR RATED SHEATHIWI ON EXTERIOR BE'1/16"AP.A RATED - RODS ARE NOT REQ-D .1 -_ I 1 11 -1 1 - JACKSI'AND SPEATI-iMs WIT14 Od MAILS a INTERIOR 5EARIW_% z" 4 �7 xe, IK 'Z�ZZZZZ WALLS CNLY IF NOTED ON THE STRUCTURAL PLAN. BEAM AEk7VE J3lx3 (�A LH USE(4)10cl IN LIEU OF AT 6"O.C,AT ALL PANEL EDGES AND 8"OjC.IN 2) OPENIWsS IN SWEAR WALL SEGMENTS PERMITTED ONLY 1/16'APA OR NAILS TWROUC.A4 BRACE INTO EACH THAN 32',FROM FASCIA USE TRUSS-TO-12 CONNECTION FIELD (TYP"U.N.O.). 61-EATWING PANELS SHOULD WALLS _AUf=1=ORTIWG HOLD INS IF 84-1011N ON THE FRAMING FLAK REFIER TO DETAIL TECO RATED ZETICN SCHEDULE(PER TRUSS) TRUSS BOTTOM 04�. EXTEND (2)2x4'6*FIf;ZST OUTL R ONL SHORTER MAY -4-L I Z2X4 02 SYP LATERAL 5RACE.(3) F FIRST OUTLOOKER 15 MORE BE ORIENTED PERPINDIC1.11-AR TO FRAMING ONL FLOOR LOADS. SHEATHING W1 BRACE TO FOURTH INTERIOR TRUSS. MEMBERS IF EXTERIOR FINISH 18 STUCCO,UN.O. PER TA13LE FOOTNG(SEE FOUNDATION _X I - ___---I i-" D(X STUD WALLS WITW BRICK VENr=ER--.,) FOOTIWa(SEE TYPIC,41_WALL SECTION) 61/121old 8d x& wK5)NAILS *EAC44 STUD. MAX LATERAL BRACII,*SPACING OFTION.- SECURE 15RICK VENEER 3) WTT22 SPECIFIED FOR 5WI MAY BE&.15STiTUTED WITH PLAN FOR SIZE) NAILIWs - 4 SIDES 111-1241-2x8 tu/(&)NAILS 0 EACH STUD. < 4A2 PITC44 - Slold MSTAIS STRAP Is TO WOOD FRAME Lu/GALV.TIES a 02 SYP BOTTOM le LLV(2)ROWS OF: 10d HPAH022 WIMArod r242-1862-2xr2 tu/(12)MAILS *EAC14 STUD. 4/12 <1/12 PITCH - 6'olc 45"olr-QR j3IX3" lro'olc HORIZONTAL 4 32"o/c NAILS a 12"ola,STAGGERED. TY12. PORCH POST 4 ALT. EBOXED >1/12 PITC44 - 4'ola TOE NAILS VERTICAL I SHEAR WALL A5515-MIBLY DETAIL 13EEAM FRAMING DETAII.- COLUMN DETAIL TRUSS LEDGER DETAIL GAPLE- END 5RACING DETAIL LH 3/4'T40 PLYWOOD - 1/211 11-011 1/211 Z 11-011 NAIL SHEATHING TO 50TTOM fe "16'olc 10d NAILS 4 GLUE AND BAND BOARD PER REQ'0 W1 LIQUID NAIL OR EQUAL- SWEAR WALL EDGE NAILIWS. (2) .131x3" NAILS/TOE-NAILS FROM N!L, I� Q) <1 STRAP ACROSS JOINTS IN USE 48" STRAPS I.L.O. NAILER TO HDR OR JACK STUD. TRU65 TOP CHOFZD BAND 50AF;V LLV(1,MSTA24 SPECIFIED 40"STRAPS /F WOOD-TIE POO FROM ABOVE, W/03)10d NA31_5/END IF LOOR DEPTH 11! 16" HORIZONTAL 2x4 SFIF 02 SECURED TO BEAM VIA WrTlro LLV A (NOT REQ'D U14EN USIW_s 5LOC<W3 BTUN TFZU55 (ISA&ci NAILS,MR MAIL SHEATHING TO TOP e /71 WOOD-TIE RCV THROUGH WOOD-TIE RODS) HEADER PER (4,AOd KW_s .1 ,� BEAM SECURED VIA WOOD-TIE ROD 4 MR FZQT) SWEAR WALL STRUCTURAL if STUD-TO-HEADER, CONT 2x4(MAYBE CMITTED F(1)MSTA15 15 USED CENTERLINEOF BEAM W1 (1)HTTlr2 W(ISA(od (MAY BE ROTATED EDGE"LNG PLAN FROM 5LOCK-TO BLOCK ACROSS EA.TRUSS) 3x3xl/S"WASHER 4 NUT. 180'TO CONCEAL FLAW%E) EACH END AND ILT ATTAC44 2MD FLOOR STUDS TO FLOOR TRUSS,OR I-JOISTS EACH PLY. rx,- 10d a b"old FROM 15T FLOOR STUDS OR FLOOR UPFER FLOOR STUDS TO LOWER Lu -A FLOOR STUDS OR LOWER FLOOR TRUSS-TO-11! AND APA OR TECO RATED CONT.2x4 TO 2x4 BEAM W1 40"LENGTH(45' IF BEAM WIT14 40"LEl`,*TH OF CSIC2 112-TO-STUD CONNECTOR 044EATWM UY(1)ROW Or- 5LOCIQW4 H_ FLOOR DEPTH fe 16*)OF C-51 (2)0 2 SYP TOP e STRAPPIWI w/(IIAOd/END. SCHEDULE FOR SPACING ATTACH FIN OF WINDOW W NAILS 3'Or-AT TOP HORIZONTAL 2x4 SPF P2 STRAPS a 32"O/C W1(11)10 FASTEN W1(2)ROWS 10ci e/ I (INTO IP-'S)AND 50TTOM CTION BLOCK-MI BTUN TRUSS, C4VNNECTOR(SWEET STI) Z /NAILER SE cf/END (CENTERED ON FLOOR 12"o/c W/MR(12)10cl IN CENTERED ON FLOOR SYSTEM TO PDP (INTO HEADER).NO 5PH'5 SYSTEM)OR USE WOOD-Tie, SFF STUDS LAP(UAO-)MR 24'LAP r\ cS W000-Tie RODS*4'olr- 2x4 02 SFIF NAILER 11 REQUIRED W UPLIFTS UP W ROD5 0 &1 O/C(41 O/C ALL JACKS TO HEADER. AND KIW_s STUDS, TO 10000/1'R.155. IF TRIM ROOF 84-4EAT14W-s INTERIOR WALLS). CONTINUE SPF STUDS JACK 11 uPLiFrS EXCEED 1000-, WOOD BEAM QUANTITY/SIZE/GRADE/SPECIES APA OR TEC-O RATED MSTA18 Wl(&AOd IN QUANTITY PER CALLOUI-7__"'�� EAC14 TRUSS MUST BE -A SHEATHING OVER 5PF STUDS HEADER(6)10cl IN JACK. ON STRUCTURAL FLAX OF STUD COLUMN 5PECFICATION C4"4ECTED TO THE CONTINUOUS 2x4 SPF 02 W(3) WOOD* I it- BEAM CONNECTION ALTEERNATIVES CN STRUCTURAL SHEET(81 CR 02 SYP PT BOTTOM 12 IV 5P�-14/6/8 a 112"0 x 4-1/2"EMBEDMENT WEDGE HEADER SEE 51 .131x3"NAILS TO EACA TRUSS r 52)THROUGH FLOOR SYSTEM TO 32"olc OR WOOD,Tfe RODS 0 ro-Old- ANCHORS QS EPDXIED ALL L EWGINEERIW5 SWEET. VERTICAL 4 *g,-o/r_.i3lx3- 1-011 > FOUNDATION AND ADD (1)C81b THREADS 00 32"olo W/,2x2xl/Z BOIJ WINDOW TRI455 TOP CHORD NAILS To INTES11EDIATE Z PER PLY ACROSS FLOOR OPTION FASTEN ADJACENT 5LocKW_s.ADD(1)MSTAla <1 WASHERS R WOOD,T a RODS a ---KIW STRAP W1(1)10d,1END -EA. (3)ROWS OF 10d NAILS e - �3 -Tie RODS 4"old.WOOD-Tia R005 a FASTER ADJACENT KJW-_S iS AND JACKS W1(2) CONT.TO FOUNDATION). ROWS CIF lod 0 8110ic. HEEL/END VERTICAL SPLICE(CCNT.2x4 MAYBE (1)ROW OF lod MAILS a S'OZ%STAGGERED AS SYSTEM(OR WOOD WA-044ER AT 32"o/c OR 1/2"0 WOOD-Tla EITHER 24"ola 5440T PINS QS f6cl OF lod a 8"=. WOOD-TIE ROD ADJACENT OF Tn�Rauzss IF(1)MSTAI& 1.5 USED CIA 4"Or-STAGGERED,I c4 SWOUN,EA PLY. IA2"0x1"EMBED A5.W7"x2"xl/8" INTERIOR SHEARWALLS ADD AND JACKS W1(2)ROWS RODS @ 6'old UY-0440T PNS is 24'ola CASE HARD NAILS o 151old- TO KNG STUDS EACH SIDE FROM BLOCK-TO BLOCK 1/4"OFF &A OF 2YI6. OR I&cl CASE HARDS 0 18"old- ACROSS EA TRUSS) F- (1)ROW OF 10d NAILS a 6'OZ, lAb" APA OR TECO RATED STAGGERED,WITHIN 3/4'OF OF OPENING �t ro'-O' CENTERLINE Or-2x4 <1 �:3 OPENMS GREATER THAN ALL JACKS TO 50TTOM .us SHEATHING LV 6'18'olc 8d MAILS L fe. SWP4/6/8 PER JACK---- r2 E 1/2"0 OR 3/8"0 BLOCK ALL PANEL EDGES. 0 21/2u� <1 FINISH ANC44ORS AT 48"OZ.OR 6 x 6 - WL4 x WIA 111LIF 1/4"0 TAPCONS AT 32" O.C. GRADE"�� OR F115EFVIESW _5 tiAil -, I . 11/2 .... If n;ZUSS-TO-Ie CONNIECTOR, DOUBLE TOP E OF WALL WATERPROOF -ALL CONCRETE MINIMUM SEE TRUSS SCHEDULE FOR BARRIER 2500 PSI C421PIRESSIVE M(SEE TYPE(DTL A 4 5/STI) FOOTING TO BEAR ON UNDISTURBED SOIL STRENGTH a 25 DAYS., L TYP FOUNDATION DRAUN YES DETAILS) 211 (IF USED)WIT14N 8"OF BEARNG WALL ENDS AND WITHIN 8"OF DOOR OPENIWx5 IN BEARING F12 SIFF OR SY NOTE: MASONRY STEMALL MAY BE USED IN LIEU Or MONOLITHIC FOOTWS. INSTALL ANCHOR BOLTS STUDS SHEAR WALL I CHECKED LAP WALLS. SEE TYPICAL C40NCRETE SECTIONS FOR REINFORCIWs AND DIMENSION[W3 OF FOOTWSS. 5UILT-UP COLUMN SCALE 311ro TRADITIONAL METAL CONNEM7ORS WOODsTie ANICHORINIG RODS 02 8" OR syp 2X4 PLATE HGTS. UP TO Iro'-I 1/011 @2 61"=F OR SY BRACING OF TRUSS HEEL-5 5UILT-UP COLUMN SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. IBUILT-UP COLUMN DATE 8/15/02 MULTI-STORY TYPICAL WALL SECTION TYPICAL OFFENING FRAMING PEETAIL - QN.O. (OVER 16" TALL) AT SHEAF, WALLS PLATE WGTS. UP TO 121-1 1/81, FASTEN WALL _044EATHNG-TO-POST W1 MIN Od's is PLATE I--*T5. UP TO 201-111 1/211 = 11-011 1/211 11-011 1/211 = 11-011 1 12"O/C OR GYPSUM-TO-POST W/MIN 5d'8 e 411 O/C J05 NO. STANDAF;PJD sTYPICAL C.ONNIECTIONS 0 STUD SQ.FT. C)ETAILS, COLUMNS.JACK-TO-KINC-s STU MULTIPLE FLY F05T CONNECTION6 TOP PLATE MAY BE A65EM`5LIE5.COWER POST.ETC, 11 I-oil 1/2 = I M IM , (1)WOOD-TIE ROD VENTIONAL LUMBER( X5,2XID,2xt2.ETC BEAM TO DIE LET IN TO to ADJACENT TO EAC14 SIDE OF POST IF PORCH BEAM 13 WALL PROVIDED THAT(1) ROOF SHEATHING SUPPORTED EDGE EWiMERIED LUMBER(LSL,LVL,F'SL,ETC-) 2x4 02 5FF POST 15 ADDED NAILING PER PLAN TO EACH SIDE OF PORCH DETAIL TO BE FOLLOWED AT ALL 'ne Tf'00D*TieAnchoringRodSystem consist ofvertically oriented 1/2"di=ctcr,A307 threaded steel rods SEE TRUSS EWaNEERIW-2 FOR MAX BEAM TO SUPPORT TOP e LOCATIONS WHERE EXTERIOR WALL secured to the foundation%ia an embedment ofnot less than 6"into 2,500psi concrete with an edge distance Old SPACING OF BRACING-5EE PORCH BEAM MAY BE NOTCHED IN ADDITICN,(1)WOOD,71a RUN5 BETWEEN TO PARAI I El TRUIE-SE5. of2"(3"when 2x6 fi-miing is used)and secured with Simpson ATActylic-Tietwo-partcpo.xyorothcr NO.2 SYP 2x C4ONT.TO TRUSS 4 FOR ADDITIONAL TRUSS two-part epoxy with equal orifigherallow3b]c tension loads for the identical application two-part cpo.xy.'Ibc W 11 114" MAX TOP PLATE W/.13fx3" - MATC44 AROUND TOP PLATE F1ZOvIDED ROD SHOULD BE INSTALLED ROOFA--LOOR L) rods,a singlic,continuous rod ormd segments coupled together,culminate directly above the top plate with a 5RACIWs INFORMATION. THE TOTAL DEPTH Or-THE BEAM 15 TO EAC44 SIDE OF PORCH TRUSSES BOTTOM CHORD OF TRUSS EDGE NAILING SPACING OF 61 '.0 7�, (UP TO A 2xl2) .0, J-1/4'UNLESS NOTED ON THE BEAM AND (1)M5TA24 3"x3*x%*orthickersteel washer,fender washer and nut where it secures the plates againstvcrtical movement. e* SHEARLILIALL SHEATHING f I .4 (EITHER&"o/c OR 3*o/c). STRUCTURAL SWEET SL 50+40ULD BE ATTAC44ED T The nut should be tightened about!e4 to'j turn past finger-tight. At exterior walls,one WOOD*Tie rod should E Ix4 SYP CONT BRACING (1)51DE OF:EACH TOP IR be installed at each comerpost-on the side ofthe post with the ovalaMing upper-most top plate-at each 0y. SWEATI-1 TFZ155 CLOSEST TO tu/(2)10d TO EA TRUSS, CENTERED ON THE JOINT. 2X4#2 SPF side of each opening and at not more than six feet on center thereafter. AtintetiorwalKonc WOOD*Tierod INTERIOR WALL W/1/16" APA,OR--,,_,: DO NOT SPLICE - OVERLAP LEDGER tul should be installed at each comer post-on the side ofthe post with the overlapping upper-most top plate-at TECO RATED SPEATWW-s W1 ad 9 3" JOINTS MIN(2)TRUSSES (4)J31 X 3* each side ofcach opening and at not mom than four feet on center thereafter. Additionally,ifno other O.C.AT ALL EDGES AND 12'O.C.IN Imp NAJL POST TO TO EACA hol d-dovm is present,a IVOOD*Tie tud should be placed at each end of each shcar,-wall segment ifthc end of T14E FIELD - BLOCK ALL EDGES VINYL SOFFIT POIRCW HEADER INTERSECTING the segment does not coincide with a comer or opening. For two-story wall&,walls over I I'Ngh,orccrtain (MATCA4 NAIL PATTERN SPECIFIED I :1� W1(1)ROW OF TRUSS other applications when a single,continuous threaded rod can't be uscil,a coupler should be used tojoin two -111,1W\ FOR-0+4TM'G 0 SW BELOW). SWI AND 3/5'APA PORCH MEAM,-Z L 2x4 02 SYP TOP le .13lx3"NAILS a 2" MEMBER- ormom piecesolfrod togethcrto create a continuospath fromtopplate to foundation.The coupicrshouldbe SM WALLS ONLY. EDGE OF 2x NEED NOT BE t 5147MIG IV SEE O/C. USE WHEN (3)A31Y low-carbon steel with a cmss-sectional area ofnot less than.20 square inches,ideally 111,�"IongX 11/16*. FLUSH W EDGE OF TOP 112. FASTEN SOFFIT TO O/C 6d STRUCTURAL BOTTOM NAIL5 Each rod should be thre3ded not less dun 1/2"into the coupler and the two mds should make contact at or near SHEET 17 Ix4"LER w/(2)10d EACJ4 2x FASCIA OR ro 10 EA lb*O/C STUD OR 8d TO N4 0-44EET 51 FOR C"ORDS 1111 OR the tr�iddle ofthe coupler and be tightened so as to prevent the movement ofthe coupler or either duwded rod. MTL FASCIA THRU. )VER Iro NAILER 4 2x MINIMUM SIZE. 51E DIFFESENT TRUS5 At exterior walls,APA or TECO rated sheathing,or 5/16*Rardi-Panef should be applied to one side ofthe SOFFIT TO 2X 01 \-FASTEN CHANNEL TO FRAM1110, I FASCIA -EE DETAIL A/5 FOR STUD WEIGHTS ON L�R FASCIA W/ SIDING OR MA60NARY VENEER w/ #4 01 4 SIZE/SPACNG REQUIREMENTS. OPPOSITE "_�l V TO wall.An adffitional Tow of%d nails(6d vithllarffi-Pancl)shouldbe placcdaWolr intollac lopplate APPVV NET 0.4 ArpvT:>FASTENERS MAX * &I olr- �,IET O.H. SIDES OF 13LOCK.Ws. assembly in addition to arty other nailing specified for securing the sheathing to die fiame. FASTENERS AT POR=WS NOT 6MCISCALLY DMaRM WIT14 A NaM WALL. At exterior wall applications where the WOOD*Tie Anchoring Rods am used to resist roofuplifts and SHEARI11,41-1-(SHEATHIWa 4 MAX&*olc- TO*N-�TW FORC14 CEILM'b�4 COWNJOU5 CP_&CXr4G OVE!R14AWj DETAIL FO (3).131x3" overturning moments�additional intermediate shear connectors am required to resist lateral wind loading CAONNECTORS PER PLAN�_� MAY 5E MED N 001AXtCTION UT14 EMER A YtIM TOENAILS a (perpendicular to the wall)and distribute shcar-wall 103ds(parallcl tothewallI.Theintermediateshem STI SOFMIUNG MATMAL QR MCTMOR-C.�GYMM OVERHAW35 OVER I&" NE EAC44 connectors may be either 1/2*diameter X 41/4*embedment dtmadc&cpoxied rods located at or near third-points CE LN3 DOARD ON'Y F FtATM FOR THE ArrLICA&-e STUD POST - 1p19 2x4 02 SPF POST OVERHAW,*DETAIL FO DE1516N PRESOLMS FOR TIE 5PECFr-APPLICATIM THE 2x4 02 SIFF- I 5LOCKM TO between WOOD*TieA nchowing Rods,but in no case more than 36"from any two anchor or 1/4'diameterX 0 b,4 CORrMOUS BRACNG MAjjkZLE==WcOm MR PLY Or POR(_-14 BEAM FOR BLOCKING TOP PLATE ]%"embedmentTapCon anchorsor.163*(or larger)diameter X P/,"embcdtncntpowcr-actuatedfastcncm OVERHAW35 TO Ire" NET (ATTAC�41M TO EACH 11��TIC"OR 2x CONVENTIONAL LUMBER 2pI9 2x4 24'0 OF EXTERIOR located at orncarqumlcr-pointsbctwccn TI'OOD*Tie Anchoring Rods,but in no case more than 24"fmm any 5LOCKW.a/(2)10d KAILS),AID MST 5E APPLED TO 02 SFF P05T PER PLY OF PORCH /C. WALL two anchor combinations or 16d case hard nails at not mom than 12"o/c. THE BOTTOM OF THE 50TTCH C"ORO.EMER MATMAL M5T M ATTAC"M TO THE 12"o/a bE4'o AS rellt5M BEAM FOR EW-stMEEIRED LUMBER. IN TWE HSTAL"TION"InCTIONS A88=ATM UTW EXTERIOR At each side ofthe shoe platcjoin�any one ofthc four intermediate shear connectors outlined in the NOTE: IVE 6MCSr-MATMAL WALL preceding paragraph may be used to secure the plate and prevent horizontal movement.The shoc-platejoint fi-Acner should be located within 6"ofthejoint. T4415 INTERIOR SHEAR WALL DETAIL 15 INTENDED FOR USE IN AREAS WHERE THE CONTINUOUS WOOD 5RACNG SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS 15 AN ALTERNATIVE TO The typical maximum allowable tension load for each unit is 3,0009 at interior locations exterior locations, CONTINUING SWEAR WALL FRAMING A50VE T14E PLATE LINE TO T14E ROOF DECK. IF THE HOWE 15 TIM DCUN USIWX when installed as designed. FORCH E3EAM TO STUD CONVEWIONAL STRAPPING, FER TRUSS 5LOCKING TO THE 51 STRUCTURAL SHEET FOR ALTERNATE INTERIOR SHEARWALL FRAMING TRUSS BRACING 4 OVERHANG ALTERNATIVES WALL DETAIL PORC44 BEAM C40NNECTION DETAIL 1/411 11-011 1/211 $-oil .3/511 1-011 DETAILS. 11-011 1 ----I 1/2 (2)2.4 YP r T I T U T ""I" wl OR -R� 5 W1 SWE C MR C4 O�' W aFA �.( I LAP SPW4/6 2' .Tie=S 4V SILL(4 L ' To OR 4 j8r; WIA UW 4RRlER +Lr TRUSS-7 ArtLl THIS DOCUMENT 15 AN w w -1 INSTRUMENT OF ENGINEER'5 SERVICE FOR OTHERS FOR CON- STRUCTION OF PROJECT 11.0 Tw 0 0 ff AS TITLED BELOW. Sw (MAO-2/3 Sw Sw sw (2)2AO-2/3 Sw _z 0 w %D ff INFORMATION DERIVED FROM THIS INSTRUMENT Z :3 U.1 t- -1 Z CAN NOT BE USED FOR F-Kil r J -KW Z lu tu I i -- w OTHER WORKS UNLESS ca Uj AUTHORIZED BY THE (j) 'q z I r--- ENGINEER WITHOUT 4- (y_U- -q tu INFRINGEMENT OF LEGAL _j '0' [L (Y- RIGHTS. 0: w 0 13 w d) W 2x4 02 5f=`F d) > d) Z3 JU W REV Dr=.5c_Rlf=TION STUDS a 12 2x4 02 SPF z LL r STUDS a )211 -q ------ ------ c _j 61 2 2 STORY MODEL 2 STORY MODE ENTRY RIGHT ENTRY RIGHT ----- --- --- ----- > Z3 f- 4 55 W(Y- 40 Ill. 40-ol 01 F-Q1 [L ca 20'-04 20'-Ov F77771 L Z3 Ul 2'-0" V-on 101-00 10.-0. V-01 V-00 q *1 01 C14 10, 11 r7i lu 5T2 T2 -==j FC- ll�N 2x4 02 SFF 2x4 42 SFF STUDS 6 1211 �TUDS a 1211 .1 cf) U_ CS) a X JU LU Fci 0 U.1 13 F/,'! o- tu z US 7 F- __I ry 111 11 1 q I-- 1 4" CONC d) o [gufldg; j 1 411 CONC 2 Q) w SLAB _t CL SLAB X Fjj)H5 EAC e4 R H FIO TO TOP (1) H5 M EACH FIO TO 14� RX w FirstSource I qri�D I I A I 2=_M__FULL_vF_PTw_5LO=1 I LL, V4 M. FULL�-OEPTP-BLOCKI?,�IG (3 of Jacksonvi)le (2)MT512'5 OR (2) FPETWEEN FLOOR JOISTS AT eETWEEN FLOOR JOISTS (2)MT512'5 OR (2) 5 -1 @ MSTA24'5 IN T100 TO -----, TICO F�67 - 9 9 MSTA24'5 a T100 To - - - - - - - - -___WALL- F 2pl� 2x4 02 SYP POST 2pIq 2x4 02 SYP POST L In CIA A' Ak w/ (1)WOODsTle ROD. (2)MTS12'5 OR (2) (2)MT512-5 OR (2) B w/(1)WOOD#Tie ROD. F MSTA2 a T100 TO MST 'S is T100 TO I'll -2pIq-2x.f 4-If PF'7100&T- p12--2X4-@n2 M w/ (1)WOOD,Tle ROD. w/ (1)UJOOD*Tfe RO ip Hit 4 [L T2 01 % IF F-KJ F_Q N 6550 Roo'sevelt Blvd. Sw Sw A lu cksonville, FL 32244 31.00 --7-- "%' 7- _ � IL -111 31-511 31 1 2 11 2. 1" 31-5 11 -11 -711 1 31.00 __1 (1)HTTI& 6 FOe TO (1) cq T I Ja Tel 904.772-6100 -21 2'-111 0* (2)MTS12'5 OR (2) 5/8"0" ALL THREAD (2)MTS12'5 OR(2) X Fax 90 MSTA24'6 0 F11 TO 2pIq ROD w/ 3plg 2x4 02 SFF MSTA24'6 ID Fli TO 2pIq (j) 4.317-2835 2x4 *2 SPF POST wl (1) POST. TO (1) INVERTED 2x4 02 SIFF POST w/ (1) F WOOD#T1c ROD. HTTI& e 15M BELOW. WOOD,Tle ROD. _j L _ __ _ 4" 40 L 17/ _j IST FLOOfR STEPUCTUIRAL FLAN tu 12 1 ly _j U, -011 1 AST2 JU F -I F __1 L _J L _J �w N 20"x20"xI611 W/ 1 -1 20"X20"Xlb" W/ #i!1i C CONVENTIONALLY x d) d) 2-05'5 BOTH rq J L ct) 2-05'6 E30TH cq § WAYS WAYS TRAF ALL 5ECOND X a v FLOOR ROOF --4-lCONC-SLAB 1 0 v IL 30-04 191 54 31-04 1 ul tu 01 REINFORCED wl I I A TO (0 He'-S: TO 1 5EARING WALL& TO lu Lu EITHER Cox& 10/10 1 tol- t1w/ 0 .3 QR o 5 9 TA (P WWM OR FBER'IESH Ip lu L�L-, -7[ ON & MIL VAPOR 11 MOO F O/C G5 U E _4� _F i� % 12 -4 IY2)M 12'5 E _TRU (2 MTS1 Is 's ACH St� BEL W FER DETAIL 4" CONC. SLAB 12 1 tz \"'�n REINFORCED W1 BARRIER OVER __T_ \,ST2j 1 to H D;P- HD E3/5TI. T2 I I i EITHER &xro 10/10 1 ST2 TEFVITE TREATED, I ULM OR FIBEF�MEe44 CLEAN, V1 (P ON & MIL VAPOR TED FILL.T --�MPAC BARRIER OVER 12 X v X TERMITE TREATED, �10 v re 01 CLEAN, ST2 COMPACTED FILL. ST2 HA10,1 111. -- - - - - - - - - - - vi 10 VI (2)HT520'5 OR (2) X A (2)HT520'5 OR (2) MSTA24'3 0 T01 TO MSTA24'5 0 TOI TO 2PI 9 V i-4 H5 H5 I TP�19 LLI 2x4 02 SFF POST wl (2) r4l 2x4 n SFF POST wl (2) WOOD#Tla RODS. 4 CONC 4" CONC z WOOD#Tfe RODS. Cc) (0 SLAB SLAB=6miiiiiiiiiiiiiiiiii _j X I L_=�_ _j LH _j U _U _j �,�T2 :�r n -7 -Fj VI vi X :3 X v C4 Ill v 20-6m 121-6m 121-60 -0. -1 73 2$ I/X <1 20'-ON 20'-00 4&-ol Z op D z Z tu 11'# 0 0 W z ff d) 11-- WT620'5 �)R (2 1 H8'5 TO� TO TbI �2) H8'S a T 162 TOJOP IF- w 20,15 OrR__ - d) fl) M5 A� fS 'bsw 4' 0/ 4%.m 01WOOD 11 ic RODS Q' 4' O)C T64 z U_ (2)MTSITS OR TO LU tL (2) 2PI 2; 02 P ST AT OF 4Iw_35j'USE d) '0111 11#14T OPENINGS USE i(2) 2PI '2' '26 OST (2)MTS12'6 OR (2) 113 13 0 MSTA24'8 0 T04 -(2,�, Ci Tle DS. M1812'5 EACH TRUSS T M,T512'S 0 E Tf 55 - �W/- i / (12 WOO>T1 'MSTA24'S 0 T04 TO (y 2plq 2x4 *2 SFF POST HbR. / T_ 2pIq 2x4 n SFF POST w z (a W/(1)WOOD#T1c ROD- ------ w/ (1)WOOD-Tic ROD. z Y_ ccl Q Y_ z -q 13 z DRAUN WDf3 'SW i FOUNDATION FLAN I CHECKED LAF SCALE 311ro cl DATE ro-20-05 2NID FLOC F-�, STFRUCTUfRAL FLAN >J05 NO. Jlla&5cJ 3/16 11 1 I-oil STRUCTURAL ENGINEERING FOR USE WITH TRUSSES BY BUILDERS FIRST SOURCE. SQFT. 2432/2454 END ZONE PRESSURES GARAGE DOOR PRESSURES COMPONENTS 4 CLADDING PRESWRES - IN PSF COMPONENTS 4 CLADDINIG PRESSURES(IN PSF:)FOR GARACiE DOORS WITH ONE END-ZONE COMPONENTS 4 END UP TO 5' INTO AN END ZONE.(ALL PRESSURES NEGATIVE,EXCEPT AS NOTED) CLADD ING PRESSURES APPLY OPNIG END-ZONES INTERIOR-ZONES AREA LENGTH(IN FEET)OF DOOR INTO END ZONE P051TIN TO WINDOWS 4 DOORS IN (Sf) P05.0.)NEG. FOS.(+) KEG. DOOR SIZE 7� 1 2 3 4 5 PFESSURE HIGHLIGHTi=-> AREAS - TYP. 0-20 er 41.6 5CM3 471b 50.1 8'-O"x 1'-0" 4 - to.E rfagK"' -41fo -45.1 -45.c3 THE X DIMENSION ILLU6TRATESi LGR SGL DOORS -4c3B -502 29471'. 11 20-50 ef 46.1 5(ob 46.1 4c�.l THE MEASUREMENT OFF THE 1 50-100 61' 431 522 43.1 46.5 W-o" X 1 114 LGIR D13L DOORS -45B -45.1 -45.5 -462 -46.4 442J COf;�NER OF CORNER, OF THE HOUSE WHEREt 1. " PAD FOOTINGS UP TO 30"X30" SHOWN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-WALL FOUNDATION 15 USED IN LIEU OF A MONOLITHIC FOUNDATION- PAD FOOTINGS LARGERTHAN 30"X30" ARE REQUIRED WITH EITHER A STEM-WALL ORMONOLITHC I 1 11 -EPI ers PfrstgourM > 100 af 42J . 43J 42.1 45.2 END-ZONE (NOT INT-ZONE) 11 -1 1 %a I DOORS WITH BOTH ENDS IN AN END ZONE I-IUST USE RILL END I op�lll -GRADE FOOTING OR IN THE SLAB,BUT NOT IN 50TH LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH. E>O-.C,120mr*%,551<455G(:�.4,z TO 30' ZONE PRESSURES FROM C41C TA5LE (TYP) PRESSURES SHOULD BE USED. r7l FOUNDATION- ADDITIONALLY, WHEN A PAO FOOTING 15 REQUIRED WITH A STEM WALL FOUNDATION (1E 30"x3O"), IT NEED ONLY BE PLACED EITHER BELOW HOUSE Z '�K, L;c 0 0 WOOD*Tic LEGEND PLAN NOTES CONNECTIONS NOTE THAT CERTAIN WOOD,Tle RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARING WALLS 1) SEE SHEETS BTI AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTC)IR METHOD OF, ATTACHMENT THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD-Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING 1(2) 2x&-1 2 < HEADERJBEAM CALL-OUT DETAILS. MSTA SERIES STRAP5 CANNOT BE TWISTED. MSTAI8 (14) 10d Commo,6/Total. THEY MAY BE APPLIED FLAT AND/OR BENT LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD#Tle RODS INSTALLED AS FOLLOWS: 40 It. *4114 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT I SHEET NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 M5TA24 ---(Iro) 10cl CommonslTotal. TO CONFORM/ACCOMMODATE REQUIRED OIC WOOPsTle ROD TOLERANG.ES ROOF TRUSS UPLIFT (LBS) WOODsTie FROD(S) NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE INC M5T48 (45) I0clxl-l/2"/,Total. APPLICATIONS, BUT THEY MUST NOT BE I EXTERIC —TOLERANCES SIZE OF HEADER MATERIAL DESIGN CENTER (BFSDC) 16 NOT RESPONSIBLE FOR THE ACCURACY 6F C5lrO (25) 8d or (22)',10cl Commons/Total. TWISTED. USE MTS- or WTS-SERIES "TWISTED #0_1000 ROD(S) IT 4' O/C (INTERIOR) OF, ro' O/C (EXTERIOR). SHOULD NOT NUMBER OF PLIES IN HEADER THIS INFORMATION f9ROvIDEr-> BY ANY OTHER SOURCE. SPH41615 (12) l0clxl-1/2". STRAPS" AT APPLICATIONS WHERE TWISTED 01001-201ro ADD (1) ROE) ADJACENT TO TRUSS. 31-011 31-01, OVERRIDE ALL EXTERIOR HEADERS I (2)2xro-112 UNLESS NOTED OTHERWISE 3) ALL REQ'[) BEARING LENGTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT MT512 (14) 10d Commons or 10dxl-1/2"/Total, STRAPS ARE REQUIRED- 0201-7 4 GREATER CONSULT DESIGN CENTER X, WOOD-TIE I HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HT520 -(20) 10cl Commons or (24) 10clxI-1/2"fTotal. or INTERIO ALL INTERIOR HEADERS I (2)2x6-1/1 UNLESS NOTED OTHERWISE GUIDELINES I DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) Irod Sinkers/Each to Truss and Stud Column. AFFROX I�IATEWOOD-Tle ROD LOCATION. OUTLINED T=ROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED BLOCKS. MGT -(22) 10d Commons to Wood Member - 5/5" diameter or Lar!@er Threaded Rod per Ar-compangin!@ X - 21-011 X, 2"-on BELOW IN LIEU OF SPECIFIED HEADER Note an Pa!@e 51. X ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS HGT-2/3 5/&" diameter or Lar!@er Threaded Rod per Acccmpan�ln!@ Note on Page 51. RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NO LECT AN EXACT ROD LOCATION. UNLESS NOTED A. GRAVITY LOADS: HGT-4 5/5" diameter or Lar!@er TI-readed Rod per Accompanyin!@ Note on Pa!@e 51. 5. LATERAL LOADS: OTHERWISE PROPER O/C SPACING (4-011 INTERIOR, &'-0" EXTERIOR) SHOULD BE FOLLOWED- IN ADDITION, RODS SHOULD BE LOCATED AT SWI* 5HEARWALL SEGMENT - REFER TO DETAIL F/5TI AND/OR D/5TI ROOF LOAD TOP CHORD_LL=20P_'-,F DL=-iPSF HTTlro (Ia) Irod Sinkers to Wood Member 5/&" climacter or Lar!@er TI-readed Rod per Accompan�lng _EPLACED WITH APPROVED HOLD-DOWNS PER 50T CHORD I L=IOF5F DL=5PSF Note on Pa!@e 51. CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS R WIND LOAD - 120 MPH DETAIL E/STI). RODS SHOWN IN COf;�NER5 MAY BE LOCATED TO EITHER SIDE (WITHIN 411) OF PROPERLY CONSTRUCTED CORNER POST OR APPROXIMATE WOOD#Tle LOCATION FLOOR LOAD DL=i5 PSF SEISMIC ZONE - I HTT22 (32) Irod Sinki-srs to Wood Member 5/5" dimaeter or Lareer Threaded Rod per AccompariSine OTHER SOLID FRAMING. X SEE 11.1000-Tic SECTION LL=40 PSF Note on Pa!@c 51. urnuig- Builderswcod,,-13 4, qcLs- Builders soffit-&, sAu",w Builders Lumber Er MBuilders 1)o,0'rk6r Builders A ndlor,�,�'Rovlk EBuilderSA4*n4Uaw, Wood/, &, V�nylb In 0,al ouilders lla�lt, "I &" F FirstSourceF6fT/ Plzic�e� FirstSource VL,4, WI/ FirstSourceTomme�k FirstSourcerr�*w FirstSourcewooD*T�� FirstSource W"6vid,&�k FirstSourceln��UM '0 c" at I vilir 11 LE I "TO ROD. 4-1 Na FiABITAT FOR FiUMANITY OF I EE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH , FL 32233... ......... HABITAT FOR (904) 241 - 1222 HUMANITY OF FAX: (904) 241 -431 0 THE . ....... ..... JACKSONVILLE BEACHES BUILDING CODE SUMMARY 2 STORY 3 BEDROOM DUPLEX 1671 FRANCIS AVENUE ATLANTIC BEACH, FL CODE ENFORCEMENT JURISDICTION : DUVAL COUNTY 32233 1120 / 1122 SCHEIDEL COURT FAX:(904(904) 241-4310 ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS ATLANTIC BEACH, FLORIDA 32233 OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM DUVAL COUNTY BUILDING HEIGHT OF THIRTY FIVE FEET (35'-0"). ZONING CLASSIFICATION: DRAWING INDEX WIND ZONE: 120 MPH (WIND-BORNE DEBRIS) FLORIDA BUILDING CODE: 2001 EDITION A� — TITLE SHEET , DRAWING INDEX, GEN . NOTES 2 STORY, FLORIDA BUILDING CODE - PLUMBING: 2001 EDITION FLORIDA BUILDING CODE - MECHANICAL: 2001 EDITION AZ— FOUNDATION PLAN 3 BED FLORIDA BUILDING CODE - FUEL GAS - 2001 EDITION A3— FIRST FLOOR PLAN DUPLEX NATIONAL ELECTRICAL CODE: 2000 EDITION FLORIDA FIRE PREVENTION CODE: 2001 EDITION A4— SECOND FLOOR PLAN o / 1122SCHEIDELCOURT A5— RIGHT SIDE AND FRONT ELEVATIONS NT ACH,-- FL, 32233 A6— LEFT SIDE AND REAR ELEVATIONS ��r DUVAL COUNTY CONSTRUCTION TYPE: TYPE VI (UP) AT— ROOF PLAN SPRINKLED: NO FIRE DISTRICT: NO A8— ROOFING DETAILS BUILDING HEIGHT- A9— WALL SECTION AND DETAILS APPROXIMATE HEIGHT AFG: 24'-0° A10— FIRST FLOOR ELECTRICAL PIAN FILE CppY BUILDING AREA (TYPICAL OF TWO)- A � � — SECOND FLOOR ELECTRICAL PLAN TITLE SHEET, FIRST FLOOR A/C: 614 SQ FT. SECOND FLOOR A/C: 602 SQ FT. INDEX OF TOTAL A/C: 1 ,216 SQ FT. DRAWINGS GARAGE: N/A LANAI : N/A ENTRY: N/A. STORAGE: 26 SQ FT. c% TOTAL UNDER ROOF:: 1 ,242 SQ FT. F E: 12/21/2005 DRAWN BY: PLO LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING APpRpV6D C'SS1p�4L(TOW!Of eB�sCH COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2001 - 704.4 JAN 25 2006 2,0 del C-f 2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT LEGEND- e## 40 1_037 HABITA FOR 4 11 INDICATES A STEP—DOWN OR RECESS IN 20 I—oll HUMANITY OF CONCRETE SLAB W1 MINIMUM DISTANCE 20 DENOTED I if I—oll HE <.............. INDICATES SLOPED CONCRETE SLAB @ 2 -0 8 10 10 8 —013 2 0 SLOPE 1/8 PER FOOT (MIN) 4 1-013 4 1—0 1$ 4 0 is 4 1-0)) ACKSONVILLE BEACHES 1 1671 FRANCIS AVENUE LLJ h_0 4 —0 49$ M1111) n 0 (MIN) 0 _j : -0 ATLANTIC BEACH, FL H H. B 32233 SGD.RECCESS SGDRECCEss (904) 241-1222 SLAB NOTES FAX: (904) 241-4310 F_ THE FOUNDATION IS DESIGNED FOR AN ASSUMED 'lx MINIMUM SOIL BEAR ING PRESSURE OF 2,500 PSF. IT Nt SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. 2. 4 21500 PSI CONCRETE SLAB W1 6x6 10/10 WWM OR 4 31 21500 PSI FIBERMESH CONCRETE SLAB OVER 6 3 —0 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING ............... PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND 0 'SLOPE -1 1 SLOPE PROVIDE THICKENED SLAB @ ALL LOCATIONS. (SEE 4 4 11 DETAIL) 7/7,— 4. THE HEIGHT OF ALL STEP—DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDERS OPTIONS AS REQUIRED BY SITE I—oll CONDITIONS. 0100 0 Lnioo —0 STORY 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS 0 REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL .... ....... 3 BED PLUMBING FIXTURE LOCATIONS) ....... .... SLOPE SLOPE 3'_O so 8 810 3 0 3 v UPLEX Lom cm NOTE * 0) 0) 1120 / 1122 SCHEIDEL COU ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ATLANTIC BEACH, FL ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS 32233 ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. DUVAL COUNTY Iz 1.00% '27,711 lip BRICK LEDGE BRICK LEDGE HB 0)—4�) 00 (MIN) Lo Nt cn SLIDING GLASS DOOR TRACK W/ CONTINUOUS 13 3 1/2 CAULK BED SLOPE CONCRETE @ 1 8" PER FOOT 10 _01$ 10 —0 9$ 10 —0)) 10 -0 It le le (MAXIMUM) 20'-0 20P-011 FOUNDATION ...... ....... 40$1 d 0 & 104 41 A. 4 ...........ol PLAN A . -A CL ' SEPARATION WALL 1 4 1 I — O )l /4 1 ' - 0 " DATE: 12/21/2005 DRAWN BY: PLO i I zo sch elde clff A .:..........................X., 2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT HABITAT FOR 40$—Opp J** 100' HUMANITY OF 20 P—oll 20 P_0$1 le JJ# 10' THE 9$—oily 4 I_glpf 4 1-9111 9$_0111 ABBREVIATIONS J# 6 0 J*# 2 2 2 6 _0" A off JACKSONVILLE ABV ABOVE 2 2 AC AIR CONDITIONER BEACHES AFF ABOVE FINISHED FLOOR VN AHU AIR HANDLER UNIT T CABS CABINETS ................................ PA710 PA 10 1671 FRANCIS AVENUE CLNG CEILING 0 0 COL COLU M N - H B ATLANTIC BEACH, FL D R DOOR D W DI SH WASH ER 6068 SGID 303 SH 3030 SH 6068 SGD 32233 ........... ................ ... ...... .......... ..... ............... ............ .............. ......... ...... ........ ------------------------------------------------------------------- FLR FLOOR ............... ------------ 000 000 -1222 FP FIREPLACE (904) 241 L CLS CLASS 0 0 0 0 -4310 FAX: (904) 241 HB HOSE BIB MC MEDICINE CABINET 0 MIR MIRROR 10 KITCHEN KITCHEN M TL METAL 8' CLNG 8' CLNG H B OHC OVERHEAD CABS 0 L DINING ROOM VI NYL L-Li 0 LLJ 0 V1 NYL DINING ROOM OPNG OPENING or) 00 0 0 0 8' CLNG Z OPT OPTIONAL 0') 8' CLNG < on R&S CLOTHES ROD and SHELF 101 REF REFRIGERATOR —41 2 —81 SID SMOKE DETECTOR 6 2 4 _01 2 6 _9" 6 2 82 4 —0)3 6 42 SGD SLIDING GLASS DOOR ;eoe — L* L* L SH (2) SHELVES (QUANITY) REF REF ............ VOL VOLUME 2068: : 2068 STORAGE STORAGE W C WATER CLOSET �j L�� a WD WOOD (3) SH� :: (3) S H: 8' CLNG 8' CLNG OHC OHC 1 31 1 It WH WATER HEATER 2 —8— 3 —8 CN 3 8 . ......... ........ ...... ........ ... ........... ................ . 2 —8- 2 8 6 PJ-le 2 L* 68 PHI 2668 x .................. 2x 2668 Iwl 1 2 LL 42 H 42 H T S dR HALF HALF .... ........ TYPICAL OF TWO ....1 A T WALL WALL A 0 ......... ........ W/ Al N 6 H H N R IL c",I POWDER CAP CA P POWDER 3r. AREA I 3r. 0 0 A/C 8' CLNG 8 CLNG A/C 1c.0 COMP COMP VI NYL VINYL x .......................... . .. ..... ................. ... ..... ... 2868 .s 2868 ... ...... . ........... ---- -- IST FLOOR LIVING SPACE: 614 SQ FT. R&S R&S 4 36 H HALF 36"H HALF 2ND FLOOR LIVING SPACE: 602 SQ FT. WALL W/ CAP WALL W/ CAP 1PR AB�: 'PR AB: ' HW HW OTHER: N/A 2068 2068 ..... .................................. ........................ ........ . . ........ TOTAL LIVING SPACE: 1 P216 SQ FT. C/o cn GARAGE: N/A 1120 1122 SCHEIDEL COURT 3 -32 5 —21 5 — 3$-31 3 1 4 0 43-331 2 2 4 —3 4 0 2 3 1 Lc) CD 7 le v Le L* le — 0 LAN AI: N/A 0 ATLANTIC BEACH FL N/A ICN ENTRY: 00 co 32233 LIVING ROOM LIVING ROOM STORAGE: 26SQ FT. co CD DUVAL COUNTY 8' CLNG 8' CLNG TOTAL UNDER ROOF: 1)242 SQ FT. 00 00 0 0 ................................. ................................. ......... ............ ................................... ...... .. . . ... ................................. ........... ......................... .;%k ....X:: - ... .............. . . .... ................................... -------------------- ......................................... SH 3 H H B 0 ............................................ .................. .................... ...........30.5.................................................. ......... .................................... .............................i.......................... ................. 0 HB................. N .—Opt 10 0'.-0 STAIR NOTES 2 2 BRICK VENEER 1. (15) EQ RISERS @ 7 9/16 LINE OF 5 1-039 10 0-001 4 1_1011 4 9-1095 10 I—oll 5 5—0 31 LINE OF (13) EQ RISERS @ 9 1/2 Is W/ 1 if NOSING CANTILEVERED 04 Ile le CANTILEVERED NOTE: TOTAL TREAD DEPTH 10 1/2 MIN 2ND FLOOR 1 2 0'—0 20 I—off 2ND FLOOR 2. TREADS MADE OF 2x12 GLUED & NAILED (TRIMMED AS REQPD) 40 1-011 3. RISERS MADE OF 1x8 GLUED & NAILED FIRST FLOOR (TRIMMED AS REQID) It 4. LANDINGS MADE OF 2x8 @ 16 OC. DECK W/ PLAN 3/4 T&G PLYWOOD GLUED & NAILED "141 5. STRINGERS ARE 2x12 EQUALLY SPACED (TYP) 1-5 CL ' SEPARATION WALL 1 / 4 DATE: 12/21/2005 DRAWN BY: PLO 21 H 01 .0 io C) 7C �fiR T R 2 s 0 y F r -------- ----- ................. ...... ig % HABITAT FOR A G HUMANITY OF 2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT THE 40 -0 *### JACKSONVILLE ABBREVIATIONS 20$-off 20 0-0 it 0+ ABV ABOVE 6 72 13 22 13 22 61-72 AC AIR CONDITIONER 2 ;�e 2 AFF ABOVE FINISHED FLOOR 15 0 4 -91 4 1-91)? 15 I-OT11 AHU AIR HANDLER UNIT J# 2 2 10 2 2 1671 FRANCIS AVENUE CABS CABINETS #4 lie ATLANTIC BEACH, FL CLN G CEILING COL COLUMN A 32233 DR DOOR DW DISHWASHER -1222 FLR FLOOR (904) 241 405� SH bel 4052 SH FP FIREPLACE -11. -------------------- FAX: (904 241-4310 si, ..... ....... CLS GLASS r--------------------- - - - H OSE BIB H B 2668 2668 MC MEDICINE CABINET MIR MIRROR 8' CLG MASTER MASTER 8' CLG M TL METAL BEDROOM BEDROOM .......... OHC OVERHEAD CABS 8' CLNG 8' CLNG —'/ - OPNG OPENING R&S R&S OPT OPTIONAL R&S CLOTHES ROD and SHELF ERI 0 0 TU REF REFRIGERATOR R.O. W/ R.O. W/ SID SMOKE DETECTOR ONTR ACTO SGID SLIDING GLASS DOOR SH (2) SHELVES (QUANITY) cn cn VOL VOLUME 4'-10 4 -9, 3P-72 31-72 4'-9 4 1�Oj,� I/ WC WATER CLOSET "101 WD WOOD ...... 00 00 WH WATER HEATER BATH BATH 00 00 0 N N <1 8' CLNG 8' CLNG 21 VI NYL VINYL DN DN 42 H 42111-1 TYPICAL OF TWO HALF HALF +-T 286;8 ...... WAL 2868 u.......... L................................ WALL L ........---- W/ W/ AREA qq--IN r CAP CAP —F 0 cri < LAUND) LAUND 614 SQ FT. 1ST FLOOR LIVING SPACE: x 8' CLG 8' CLG ................. VINYL ......... ............ ......... ....... ...... ............................ .. ............... ...... ........ VINYL Lc) Lr) 2ND FLOOR LIVING SPACE: 602 SQ FT. 00 00 U) R&S 00 00 R&S cn 00 ko 11 0 :' 00 x 28681 2868 2668 e---, C) 2668 01 OTHER: N/A N r4') NO N — 1-1-� k%� .................... .......... q .................^ I............ a : 4068 4068 .............-.. %% TOTAL LIVING SPACE: 19216 SQ FT. R&S R&S 00 00 1120 / 1122 SCHEIDEL COURT I N AH(U I N I GARAGE: N/A p) 2668 2668 ll�- ................... ATLANTIC BEACH, FL LAN Al: N/A oc 0 0 cc 32233 ENTRY: N/A (-c Oi 31-72 2 0:31 3) 2 3 0— 1 3-021 31-72 2 11 2 4'-11 2 2 11 3 J* J* DUVAL COUNTY V STORAGE: 26 SQ FT. —IN TOTAL UNDER ROOF: 11242 SQ FT. BEDROOM #3 BEDROOM #3 BEDROOM -#2 - BEDROOM 0 0 0 #2 -0 8' CLNG 8' CLNG a 8' CLNG 8' CLNG ------------------ g -------- -------------------- J ..................... .................... ........... 0 s. SH 305 SH 305 0 N CN --------------------- ................ .................................. ....................... 305 305 SH STAIR NOTES 5 -0 5 0 5 -0 4 10 4 10 5 -0 5 -0 5 0 It '# lie ile e 1 (15) EQ RISERS @ 7 9/16 1 10, 0,1 1 #4- I (13) EQ RISERS @ 9 1/2 is W/ 1" NOSING 10 1-0111 9 p-10 2) 9 p-10 1? 10 p-0 pi NOTE: TOTAL TREAD DEPTH 10 1/2" MIN AV 2. TREADS MADE OF 2x12 GLUED & NAILED 20$-0 20$-0 (TRIMMED AS REQpD) OF ECOND 3. RISERS MADE OF lx8 GLUED & NAILED 2 2 (TRIMMED AS REQl'D) 1-031 FLOOR PLAN 40 4. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4 T&C PLYWOOD GLUED & NAILED A5 5. STRINGERS ARE 2x12 EQUALLY SPACED (TYP) ' CL :, SEPARATION WALL 1 /4 1 ' 0 " DATE: 12/21/2005 DRAWN BY: PLO BEACHES =TU .0 W A TO/ 00 r(D 2 STORY r28 868 ni ---------------------- VINYL SIDING 12 12 4 � a4 .. ............ ..................... ................... ...... ........-........................................................... ........................................ ............................. ........ ...... .... ....... T.O. BEARING ........ .......... .................. ....... ............... ................................................ ........................................... ............ ............. .............................................. ............................... ....................... .... . .... ............. ....... ..... ............ ......- ...... 17'-7" HABITAT FOR- WALL LINE HUMANITY OF BEYOND THE VINYL JACKSONVILLE SIDING FINISHED SECOND FLOOR BEACHES 9 1 is 5 1/2 T.O. BEARING 8'-1 1/8 1671 FRANCIS AVENUE ............................ ................................... ATLANTIC BEACH, FL 32233 ............................. (904) 241-1222 '� FAX: (904) 241-4310 .................................. FINISHED FIRST FLOOR ............................... . ...... ... 0'-0" RIGHT 11 0 )) 2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT ..... ...... ........... ....... ............ ...... ...... ....... .............. ...... ......................................................... ................ . .. ........ ...................... .. .. ........... .... ............. .............. ............ 1120 / 1122 SCHEIDEL COURT ATLANTIC BEACH, FL 12 12 32233 a4 4 � DUVALCOUNTY T.O. BEARING ... .... ....... ......... 171-7$1 ------------ -------------- ---------------- --------------------- ---------------------------------- --------------------_--------- --------------------------------- ............................... ............................... ............................... VINYL SIDING ................. ---------- --------------- - ------- --- ---- ---------------------- a -------------- ----------- FINIqHED SECOND FLOOR 91-5 1/22) T.O. BEARING ............. VINYL � o -------------- SIDING 0 ....... ...... L ..........I.......... ------------ ------------ --- RIGHT SIDE L-J TOP OF BRICK LEDGE Ljj ...... D�� I� -1__I .................... � � 3._4.............................. AND FRONT FINISHED FIRST FLOOR ELEVATIONS . ..... ....................... ...... ... ............. .......... ........I OF? 0 CL SEPARATION WALL FRONT ELEVATION 2 I ' o " DATE: 12/21/2005 1 �4�� DRAWN BY: PLO SIDE V 2 STORY, _ , 3 BED DUPLEX / I Za Se Aerdel 1 2 12 VINYL SIDING 4 � a4 T.O................. ......... ............. .......................... ................................................................................. ......... .. ....... ....... .... BEARING HABITAT FOR ....... ...... .......... ................. ........... .......... . ....... ❑------------ WALL LINE HUMANITY OF BEYOND THE V INYL JACKSONVILLE SIDING FINISHED SECOND FLOOR BEACHES 9' S 112• T.O. BEARING 1671 FRANCIS AVENUE 81-1 1/8 1p _ ATLANTIC BEACH, Fl. .................................. ............... 32233 ------- ------- (904) 241-1222 a �'I .......... � FAX: (904) 241-4310 ............ L A L FINISHED FIRST FLOOR 0'-0" SIDE VATION 2 STORY, 3 BED DUPLEX 2 STORY 3 BEDROOM MODEL - ENTRY LEFT � 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT 1120 / 1122 SCHEIDEL COURT 12 12 ATLANTIC BEACH, Fl. 32233 DUVAL COUNTY T.O. BEARING 17•_7' FINISHED SECOND FLOOR 9'-5 1/219 T.O. BEARING 8 8p -1 1/8" soN� ...................... LEFT SIDE AND REAR ELEVATIONS J _ Ii I FINISHED FIRST FLOOR -011 CL '. '. SEPARATION WALL '. REAR ELEVATION 2 DATE: 12/21/2005 1 4 1 - 0 DRAWN BY: PLO 1120 ��eic% ! C7`, HABITAT FOR HUMANITY OF THE JACKSONVILLE 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT BEACHES V-10 i '-a" 1671 FRANCIS AVENUE ATLANTIC BEACH, Fl. 32233 .......... . . ....... ................................ ........................................ ................. ........ .................... ................. . .. ...................... ............. ........ .......... . ... ..... ..................... ........ ....... .......... .................... ............ . .... .......... . ..... ..... (904) 241-1222 Ix . FAX: (904) 241-4310 1 � I LINE OF I I GABLE WALL 2 STORY � X18" OFF 48" OFF 48" OFF 48" OFF � � RIDGE VENT RIDGE VENT RIDGE VENT RIDGE VEE NT ( � .................................... .......................................................................... ............. . ............ RIDGE 3 BED DUPLEX ................................ I I 1120 / 1122 SCHEIDEL COURT I I ATLANTIC BEACH, Fl. I I I 32233 I I DUVAL COUNTY LT, I I ............ ....... .. ........ ...... ....... .......... ................ L# V-4 � I (TYP) ............ '. '. ROOF PLAN :: CL SEPARATION WALL R00 � PIAN DATE: 12/21/2005 1 /4 �� = 1 � - 0 �� DRAWN BY: PLO Q WALL SHEATHING (7/16" OSB) ------------- DRIP EDGE ON ROOF DECK VINYL LAP SIDING HABITAT FOR TOP OF ' OVER TYVEK UNDERLAYMENT HOMEWRAP @ RAKE 2" MIN OVERLAP HUMANITY OF ........... ................ ........... ................... @ SIDE 36 WIDE UNDERLAYMENT ...................................\ INSTALLED W/0 WRINKLES......... THE USE ONLY ENOUGH NAILS METAL FLASHING NAILED .................................. . TO HOLD IN PLACE UNTIL � TO ROOF DECK JACKSONVILLE ........... COVERED BY SHINGLES. PLACE SHINGLES r. s CLOSE TOGETHER BUT z DO NOT CROWD BEACHES r CAP SHINGLE INSTALLED W/ ROOF CEMENT. DO NOT NAIL. 1671 FRANCIS AVENUE ATLANTIC BEACH, FL • SHINGLES 32233 NON-CORRODING 100� PLACE SHINGLES ........... METAL DRIP �� 3�8" OVER EAVE (904) 241-1222 EDGE & RAKE EDGES ROOF CEMENT . FAX: (904) 241-4310 4" MIN OVERLAP @ END NON-CORRODING @RAKES, CEMENT SHINGLE TO METAL EAVE DRIP UNDERLAYMENT & TO EACH OTHER IN A 4" UNDERLAYMENT WIDTH OF ASPHALT PLASTIC ROOF CEMENT ON TOP OF DRIP EDGE @ EAVES Uf� DER1___AYMEf� T DETA L_ FIRST COURSE D A � WA _ � ASH �l0 DETAIL 1 12 " = 1 - 0 �) 4:12 or GREATER SLOPE 112 " - 1 - 0ll 3 - 1 ' _ 0 " 2 STORY, 3 BEn DUPLEX R 30 BATT INSULATION 16 1120 / 1122 SCHEIDEL COURT 0 12 FIBERGLASS SHINGLE q. ROOFING OVER 15# FELT ATLANTIC BEACH, FL 32233 - 'INSULATION BAFFLE BETWEEN PLACE SHINGLES �-__ EACH TRUSS DUVAL COUNTY 3/8" OVER EAVE N'` �•�--�, HURRICANE CLIP Q EACH TRUSS. & RAKE EDGES .'-, (SEE STRUCTURAL DRAWINGS) @ RAKES, CEMENT SHINGLE TO � (2) 2x PLATE #2 SYP UNDERLAYMENT & TO EACH = ALUM DRIP EDGE OVER FASCIA OTHER IN A 4" WIDTH OF I ` -- - -- ASPHALT PLASTIC ROOF CEMENT 11 1/2 tb 12 1/2" � 11 1/2" tb 12 1/2" 1/2" TYPE "C" GYP BRD @ CLG NON-CORRODING .. 1 " t 1 1/2" 1 2 " to 1 / " METAL EAVE DRIP ' •_ i � mmmmmmm m � mom m • 1/2" GYP BIRD�� •• ' + � FULLY VENTED VINYL SOFFIT Ln R-13 BATT INSUL TRIM 6"-7" •' r � VINYL LAP SIDING TRIM TABS FROM � OVER TYVEK FROM END OF _ 1ST SHINGLE STARTER COURSE HOMEWRAP SHINGLES ROOFING DETAILS STARTER STR P D ETAI � STARTER STR P D ETA � S 0 � � T D ETA � 1 ) _ O �� 1 /2 = 1 - 0 )l DATE: 12/21/2005 DRAWN BY: PLO V�k ------------- -------- ---------------------- '.1% ATTACH 2" METAL PLYWOOD C—CHANNEL TO DECK CIL SHEATHING SEPARATION WALL PRE—ENGINEERED WNW WOOD ROOF TRUSSES WOW ft9ft WAO%b ANSI/UL 263 FIRE RESISTANCE RATINGS LLJ woe "FLAME CONTROL #10 10 U HABITAT FOR INTUMESCENT COATING Design No. U336 n SPRAY APPLIED PER Cn December 06, 1996 MAN U FACTU RE R'S Exposed to fire from separation wall side only HUMANITY OF SPECIFICATIONS TO Nonbearing- Wall Rating — 2 Hr UNDERSIDE OF' DECK AND Finish Rating — 120 Min ALIGN TRUSSES WITH INSIDE THE TRUSSES @ 4'-01' MINIMUM EDGE OF FRAME WALL HORIZONTAL DISTANCE FROM SEPARATION WALL: (Wax Height 44 ft) BOTH SIDES OF CENTER LINE 1 . Floor, Intermediate or Top Wall — 2 wide channel shaped with 1 long legs JACKSONVILLE .......... ........ ....... . . . . . . . ....... . . ....... OF SEPARATION WALL R-30 FIBERGLASS form from No. 25 MSG gcIv steel, secured with suitable fasteners spaced 24" BATT INSULATION O.C. ----- ---- ---- 2. Metal Studs Steel members formed from No. 25 MSG galv steel having J "H" shaped flange s�pccecl 24" O.C.; overall depth 2" and flange width 1 —3/8". 3. Gypsum Board* — Two layers of 1 " thick gypsum wallboard liner panels, . ......... 1671 FRANCIS AVENUE .............. supplied in nom 24"' widths. Vertical edges of panels friction fitted into "'H ..........I...... ......................... ................... ..... ........ ............... shaped studs. ATLANTIC BEACH, FL CONTINUOUS FIRE CAULK 2 5/8 OR 1/2" TYPE 'C' SEALANT BETWEEN SILL PLATE GYPSUM WALL BOARD CANADIAN GYPSUM COMPANY Type SLX. 32233 & SHAFTLINER EACH SIDE (904) 241-1222 Type SLX. .063 USG ALUMINUM ANGLE CLIPS UNITED STATES GYPS;UM COMPANY -4310 "THERMAFIBER" INSULATION FAX: (904) 241 SPACED AS REQUIRED FIRE BLOCKING AS REQUIRED PROTECTED WALL: (Blearing or Nonbearing Wall) 4. Wood Studs — N(om 2" by 4" max spacing 24" O.C. Studs cross braced at (2) LAY E R S 1 USG GYPSUM mid—height where necessary for clip attachment. Min 3/4 separation between R 11/19 FIBERGLASS LINER PANEL wood framing and fiire separation wall. BATT INSULATION 5. Gypsum Board — Classified or Unclassified Min 1/2 thick, 4'-0" wide, ........ ............ ................ 1 " (3/4 MINIMUM) AIR SPACE applied either horizointally or vertically. Wallboard attached to studs w/ 1 -1/4 long steel drywall noils spaces 8" O.C. Vertical joints located over studs. 1/2" GYPSUM WALL BOARD OVER 2x (Optional) Joints cowered with paper tape and joint compound. Nall heads covered with joint c(ompound. #2 SPF WOOD STUDS 16 O.C. CONTINUOUS FIRE CAULK 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and SEALANT BETWEEN SILL PLATE 2-1/4 legs. Clips secured with Type S screws 3/8" long to "H" studs and SHAFTERLINER EACH SIDE 'ded in with 'Type "W" screwls 1-1/4 long to wood framing through holes provi 2 METAL H—CHANNEL clip. 'Item 6) for separation walls up to 2,3"-0"" high. Space 23/32" T&G PLYWOOD METAL ANGLE SPACE AS REUQIRED 6A. Clip placement SUBFLOORING GLUED AND clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs. SCREWED OVER PRE—ENGINEERED 6B. Clip placement (Item 6) for separation walls up to 44"-0" high. Space 2x SILL PLATE WOOD FLOOR TRUSSES clips as described ir-i Item 6A for upper 24'-0 Remaining wall area below ACOUSTICAL SEALANT BOTH SIDES requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" SECTION A-A studs. I J�... �1_ 4e, 01 .1.11... ................................................................................ ........................................................................... *Bearing the UL C)assification Mark Reprinted from the Online Certifications 01rectorly. Copyright 0 2003 Underwril L borotories Inc.QD A A 1120 / 1122 SCHEIDEL COU R 30 SOUND RATED 5/8 OR 112 TYPE 'C' FIBERGLASS BATT INSULATION ATLANTIC BEACH, FL GYPSUM WALL BOARD FIRE 32233 CONTINUOUS FIRE CAULK 1/2 GYPSUM WALL BOARD CAULK SEALANT BETWEEN SILL PLATE DUVAL COUNTY 1/2 GYPSUM WALL r & SHAFTLINER' EACH SIDE r BOARD OVER 2x #2 SPF 2x4 STUD WALL VINYL SIDING OVER CONTINOUS .063" USG ALUMINUM ANGLE CLIPS WOOD STUDS @ 16 O.C. APPROVED HOUSE WRAP BEAD SPACED AS REQUIRED ACOUSTICAL ....... .......... EXTERIOR SHEATHING SEALANT R1 1/19 FIBERGLASS ....... 2 USG 'C' RUNNER BATT INSULATION ATTACH 2 METAL CHANNEL TO CONCRETE SLAB W1 PPASLODE rem ........... ...... ........... 1 (3/4 MINIMUM) 11. 'S CL OF SEPARATION WALL OR EQUIVALENT ANCHORS @ 24" AIR SPACE O.C. MAXIMUM .1 A, o' i (2) LAY E R S 1 USG ..............*,............ ......... GYPSUM LINER PANEL r 2x SILL PLATE W/ 2 USG STUD FOAM SILL SEAL . .................................. (2) 1 USC GYPSUM LINER ACOUSTICAL SEALANT CONTINUOUS PANEL (SEE SECTION BEAD .01... .... THROUGH SEPARATION WALL) FIRE ACOUSTICAL SEALANT CAULK ..................... WALL SECTION AND CONCRETE GRADE BEAM NOTE: ;: CL SOUND RATED ASSEMBLY. (SEE FOUNDATION PLAN) DETAILS CAULK ALL PENETRATIONS W/ SEPARATION WALL ACOUSTICAL SEALANT U.N.O. 1 ' 0 " N S . N .T. S . DATE: 12/21/2005 DRAWN BY: PLO BEAC;HES b HABITAT FDR HUMANITY OF THE 1� JACKSONVILLE BEACHES t 2 STORY 3 BEDROOM MODEL — ENTRY LEFT 2 STORY 3 BEDROOM MODEL — ENTRY RIGHT 1671 FRANCIS AVENUE GAR BAGE ATLANTIC BEACH, FL DISPOSAL 32233 (904) 241-1222 ELECTRICAL LEGEND FAX: (904) 241-4310 � 110 VOLT DUPLEX OUTLET—WALL MOUNTED 3� 110 VOLT DUPLEX OUTLET—WEATHER PROOF � 110V DUPLEX —GFCI OUTLET F � 110V DUPLEX —AFCI OUTLET � 220 VOLT OUTLET—WALL MOUNTED i ► TELEPHONE OUTLET i —� SWITCH SWITCH—THREE WAY ov I vjl�_ 0 .r� t 2 IF o--i PUSH BUTTON SWITCH � DOOR BELL CHIMES STIORY s { 0--4 CABLE TELEVISION OUTLET 3 TO FIXTURE TO FIXTURE 3 �— �LIGHT FIXTURE—CEILING MOUNTED ABOVE ABOVE {� LIGHT FIXTURE—WALL MOUNTED .."�.............—.... D PL O SMOKE DETECTOR—CEILING MOUNTED I EXHAUST FAN 1120 / 1122 SCHEIDEL COURT LIGHT LIGHT o ELECTRIC PANEL � (PREWIRE (PREWIRE � ATLANTIC BEACH, FL QUICK DISCONNECT � � FAN) � 0 FAN) � � 32233 FLOOD LIGHTS — DUAL HEAD DUVAL COUNTY 1'x4' FLUORESCENT CEILING MOUNTED LIGHT FIXTURE 1 � I i ELECTRICAL MOTES F F 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. % t FIRST FLOOR ACL 3. INSTALL DOORBELL TRANSFORMER IN HVAC SEPARATION WALL s CLOSET. ELECTRICAL PLAN � I R ST � � 00 R E � ECTR I CAS P �Af� DATE: 12/21/2005 DRAWN BY. PLO a Y HABITAT FDR HUMANITY DF THE �10. JACKSONVILLE BEACHES 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT 100 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 ELECTRICAL LEGEND- FAX: (904) 241-4310 � 110 VOLT DUPLEX OUTLET-WALL MOUNTED $� 110 VOLT DUPLEX OUTLET-WEATHER PROOF LIGHT LIGHT (PREWIRE (PREWIRE � 110V DUPLEX -GFCI OUTLET (\ FAN) /-) FAN) � � 110V DUPLEX -AFCI OUTLET ■ � 220 VOLT OUTLET-WALL MOUNTED �� J �� ■ ► TELEPHONE OUTLET -�- SWITCH O O SWITCH-THREE WAY � � LLJ o---� PUSH BUTTON SWITCH 3 3 � DOOR BELL CHIMES 2 STORY, ........................... 0..j 0-� CABLE TELEVISION OUTLET 01 pp 0 LIGHT FIXTURE-CEILING MOUNTED � TO SWTICH TO SWTICH � BELOW BELOW �+ LIGHT FIXTURE-WALL MOUNTED D P LE O SMOKE DETECTOR-CEILING MOUNTED EXHAUST FAN 1120 / 1122 SCHEIDEL COURT o ELECTRIC PANEL M � QUICK DISCONNECT O O ATLANTIC BEACH, FL FLOOD LIGHTS - DUAL HEAD �� `\�� LIGHT 32233 LIGHT �i � / LIGHT LIGHT i DUVAL COUNTY 1'x4' FLUORESCENT CEILING MOUNTED (PREWIREi (PREWIRE (PREWIRE i' (PREWIRE LIGHT FIXTURE �\AN)/h � i� ��J FAN) FAN) i/ �� L J � � N) E� 114 111111111111111111111 lima E � ECTR CAS f� OTESf 1111114 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. CL SECOND 3. INSTALL DOORBELL TRANSFORMER IN HVAC '' SEPARATION WALL CLOSET. FLOOR ELECTRICAL PLAN SEC 0 f� D � � C� 0 R E � ECTR I CAS P �Af� DATE: 12/21/2005 1 /4 �� = 1 � — o " DRAWN BY: PLD