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SIDE OF FRAMING OPENING I I I I I I I I I I II A II I WINDOW NAILING FLANGEI I I STR " (MIN.) METAL HEAD FLASHING I I I TYPICAL LAPPING I I I I I I OF FELT I I ------ --------------------- ----------�.---_ --._.1 I III I L__�- _._.._-------------------------------- ------------------J I WINDOW UNIT iv BACKER ROD & SEALANT 3p'-0" PAINTED SILL FULLY ADHERED WATERPROOFING MEMBRANE PAINTED 1x4 FIBER CEMENT TRIM PENETRATION SEAL PAINTED WD. APRON TYP. NOTE: 1. APPLY MANUFACTURER'S PRIMER TO SUBSTRATE PRIOR TO INSTALLING WATERPROOFING MEMBRANE, SILL NEW HOME FOR TIM & JEANNE HAMMILL AT WINDOW DETAIL 1VVINDOW SILL DETAIL 4 . 113 4th STREET �, ��ATLANTIC BEACH, FLORIDA 32233 SCALE: N.T.S. AT LAP SIDING SCALE: 3" = 1 '-O" _ ` �� I. rp4+°rrl .... �° r� 9d_�c jokindaviedesign FOUNDATION PLAN /411 -- 1'-0G ',rE " '�� , TAop 9"((neral contractor- COG021992 424-5218 (c) A-401 ^� " � .R.L _:(994) 249-3418 (o) 113 �'h 5J- ----------- - I I I I r ------ -------- -_—-----------------. --- L—— —. --_.._.--------------------- C14 - N11 I I I I I I I I I I I I I I I I I SLOPE: 4:12 I I I I I I I I I I I I I 18 -0" I SLOPE 4:12 I I I OPEN TERRACE I I I I I I 5'-7� 5,-24„ 3'-42„ 3,-934„ I I I I I I I I I I _ --------------------_._._1 --- I _ 2020 2020 I I I I 1 I I I I CD I T' I I I I I I I BEDROOM 3 --� I - I N r2668 I SLOPE: 12 SLOPE: �12 I j i o 1 I I I F-r-__.r._ I I I � I ENTERTAINMENT AREA ► I I I I I I I I 1 A-A I I N _ _� ---" I A-A A-A A�A I A-301 I I A- 3b1 A-301 I" I � I I I I I I I I I 1 DOWN I N I I I I I I I I I I I I I `" I I I 2'-111„ 2 -11"' 41- 1„ 2' 191„ 2'-71., SLOP: 4:12 I 4 -0" 4 -0 2'-3' 2 2 54 2 4 4'-O„ I I I ! 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" I I c I COURTYARD �� I GARAGE 1 MASTER BIEDROOM 1 N, I I I 9'-0" (CLG. ^^ I I I I I -----------— I to 7 BL I I N 0 I I I i� SHELVES I 0I N I I I It I I _ I 0 I A� w I aH. W.H. rn N LIN I I 2068 `i' ----- I I Lr, O N I P R I ��,, o � i w r7 O " "_ I I DRESSING N N 2008 CLG. r, I p N Co I I I I I L 8'-0" CLG. BATH " IN i J I L2O 8'-0" CLG. N, I QC N 101-81) 3 -5" 3 --4 „ 12'-6 „ I Q I WDR i ° KITCHEN N 1 I o8 o W D I 9'-0" CLG. BUNKROOM "' __ N � o 9'-0" CLG. I I I O Q CASED OPENING I I M I p I r n O ^ I o -s" 3 _$ 1 I j I QUIET ROOM N I o .n I �n I I 9'-0" CLG. I LO i I IA-1 8 -0" CLG.co - I � Q_CASED OPENING SHELVES �J CASED OPENING I 3068 o I I UP I UP I I I 04-011 J04 I I Q I a I A—A I A—A I A—A A-301 I FOYER r-I- -r--I- 7 r M A-301 A-301 _00I uj A-301 ' I I I I I I N N N 9 -0 CLG. b I I I I I I I I DOWING I I I I I I I j I —I—_L L_-1—_—L COMPUTER - i p DINING 1 _____ 3 --- Lin o „ 1 (CLOSET caOD CLOSET N N I NO I 5'-0" 4'-5" 6'-10�" 3'_g N I I N-a o `~ I "' I I I I Q I o 2660 2660 I �' N i T-) 1„ N LIVING j 3'_6" 2'-9 9'-0„ CLG. I BEDROOM 1 BEDROOM 2 Ie. I 9'--0" CLG. 9'-0" CLG. I I I I 3050 3050 Q I L I I 4060 4060 I CD I I I I I -- 7'-9" 7'_9" PORCH o I --_._-__._---------------- ----� ____.._-_____---_____. - I I I 30'-0" I I I I I L----I--_-_ ---------------_._.,___ _------ 14'-0" 16'-0" 30'-0" NEW HOME FOR TIM & JEANNE HAMMILL *: AT FIRST FLOOR PLAN SECOND FLOOR PLANTi'i,3 4th STREET • - ��'�, AN3�IC BEACH, FLORIDA 32233 1/4 — 1 -0 1/4 — 1 -0 cr+. , , OF ! . �r I .,, p•FN• .,,,general contractor- CGCO21992 .---_(904) 424-5218 (c) A-1 01(904) 249-3418 (o) REVISIONS BY t 1 is d 1) to-BOND BEAMS (0 05 REBAR CONT, A .......... rte..-.......... — --«.«...,...—............. .---............--w— -- —---.. — -.............-----....--.,......._.-- ...rte-.......,...� �........��....... ....��� .��...........— �� -..- ------ —....—...........— 9Jil- LL \� 0 C (1) 05 REBAR IN FILLED CELL a ALL CORNERS, DOOR / WINDOW OPENIw_35 4 W 60' O.G. (TYPICAL) (I) "5 DOWEL w,4811 01C. (TYPICAL) n 4' CONCRETE SLAB •. lvF. L6X6,10/10 W.WM. IDU' -0_,TOP OF SLAB ' 4 a v a o c G a a a 4 c . STLMWALL FOUNDATION . REINFORCED MASONIRY DIAGRAM N.T.S 1- 05 REBAR5 AT TOP OF THE WA LL, USE ' I LINTEL TYPICAL. CONTINuous all6 MIL- IVAPOR �-. B,AF2FZI ER • GILEAN, COMPACTED TERMITE TREATFID FIILL ' s (1) "5 REBAR IN FILLED CELL ALL DOORS, WINC7M5 TYPICAL TURNED DOWN EDGE ALL CORNERS 48111 O.G. ....1... 1 TYP. SCALE; 3/4'•I'-O' 4' CONCRETE 6LA5 _ 466UMEP' � 6X6•,10/10 W.W1"I, 6RAnE --T--x --max xa A. VAPOR I I ,- 6 MIL . �' • �I i Iii I I,., -, - �= I ;'` - 1�=w-,liI,a�l.... 1.1 6.4Rf� ER K' �:. 3-H5 REBARS CONT. • WITH 114 REBARS AT'24" O. C. U d STENT WALL FOO'L'ING SECTION •• - DRAWN SCALE: 3/477= -0» CHECKED DATE SCALE JOB NO. PARK, P. E. r c ,. e4 4 1 ° <� �Q '. t It 103" Street No. 49 `3�tcksonville, FL 32210 ST — . . (904)777-2771 0F SHEET NATIONAL PRINTAA57 NO. 186A•24x06..n REVISIONS BY CONCFEM NOTES ;I 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-99 AND ACI 301-99.. THESE DOCUMENTS SHALL BE AVAILABLE IN THE FIELD OFFICE. CONCRETE MASONRY UNITS 2. EXCEPT WHERE OTHERWISE INDICATED, CONCRETE TYPES AND 1. Blocks shall be hollow load—bearing masonry unit's Grade N, Type Ii,conforming F: MINIMUM 28—DAY COMPRESSIVE STRENGTHS SHALL BE A5 FOLLOWS: to ASTM C90--96a. The minimum net area compressive strength of masonry SLAB ON GRADE z, ; Ci PSI REGULAR WGT. , FOUNDATION shall be f m = 1500 psi. ELEMENTS z, sop PSI REGULAR WGT, 2. Assembly above grade work mortar shall be: Type S. FLOOR AND ROOF SLABS �, 5 oz) PSI REGULAR WGT, Below grade work mortar shall 'be: Type M. COLUMNS z, Soo PSI OR 5000 PSI 3. Prefabricated horizontal joint reinforcement shall have 9 gage side rails REG, WGT„ SEE SCHED, fabricated from high--strength cold--drawn wire conforming to ASTM A82 and SHEAR WALLS z, 500 PSI REGULAR WGT, shall be galvanized after fabrication. Place joint rreinforcement In TOPPING OVER ROOF SLAB z, �r Ori PSI LIGHTWEIGHT alternate courses In all walls. Place three rows 0 8 Inches o,e• Immediately ALL OTHER z, fve) PSI REGULAR WGT, above all wall openings, and at the top of all walls. Lop side rails at least 6 inches at splices, 3• CEMENT SHALL CONFORM TO ASTM C150 TYPE I, USE ONLY ONE 4. • Provide all special lintel, knock--out, jamb block (and other required to 'k BRAND OF CEMENT FOR ALL EXPOSED TO VIEW CONCRETE. AGGREGATES SHALL CONFORM TO ASTM C33 (REGULAR WEIGHT) AND complete the walls as shown, Use masonry saws to cut block as required, ASTM C330 . LIGHTWEIGHT). ALL. CONCRETE SHALL CONTAIN AN 5. Brace foundation walls before backfilling against ithem to prevent APPROVED WATER REDUCING ADMIXTURE, NO CALCIUM CHLORIDE overstressing, buckling or rotation of the walls.. Blroce all walls against SHALL BE USED IN ANY CONCRETE, wind, construction loads or, other temporary forces until such protection is no longer required for the safe support of the wall. Brace design shall be 4. ALL REINFORCING -BARS SHALL CONFORM TO ASTM A615, GRADE the responsibility of the General' Contractor. i 60, ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. 6, Provide?-• Slnches x 8 Inches precast concrete lintel rated for a uniform load of at least 1,500lbs per foot over all openings 10'--0 o, less In width, 5. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, where steel or other lintels are not specified. LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN 7• Provide clean---outs/inspection ports for filling cellls in grout pour height PLACE IN 'ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS „ � exceeding 5 feet. OUTLINED IN THE LATEST EDITION OF THE MANUAL OF STANDARD 8• In addition to requirements elsewhere in the drawrings for filling cells, PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES " ACI 315, BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES fill cells with concrete and ones bar at a maximum spacing of 4'-0, t�•n.o. z' SHALL BE PLASTIC TIPPED, Fill first cell each side of any opening, and fill first cell, at end of wall, 9. Extend and hook vertical bars into footing, and extend into and hook , 6, CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS;, bars into top of wall bond beam or tie beam, INCLUDING STEEL SIZED, SPACING AND PLACEMENT SHALL BE 10. All vertical bars shall be sdcur6ly' tied' to the lower bar at­any splices, SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO especially at the footing dowels. Bars shall be secured in' their proper ' FABRICATION. positions within the cells by wire ties, reba� posit,loners or by other 7. THE CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS SHOWING THE approved methods, LOCATIONS OF ALL CONSTRUCTION JOINTS, REVEALS, CURBS, 1 ) . Control joint spacing along a straight, wall shall niot exceed 25 ft, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ,ETC. nor 3 times the wall height, 8. ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF.ACI 318, LATEST EDITION, BUT IN NO CASE SHALL BE LESS THAN 36 BAR DIAMETERS, UNLESS NOTED OTHERWISE. ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AND TIED- SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH 'SIZE AND NUMBER OF MAIN REINFORCING, UNLESS NOTED OTHERWISE. 3 9, A MINIMUM OF TWO (2) TOP BARS SHALL PASS THROUGH EACH COLUMN IN EACH OF THE TWO DIRECTIONS. IF FULL SPAN a; BOTTOM .BARS ARE INDICATED ON THE DRAWINGS, A MAXIMUM Ci TWO (2) SUCH BARS SHALL EITHER PASS THROUGH A COLUMN AND BE FULLY DEVELOPED IN TENSION BY WAY OF ACI 318 REQUIRED �•--.. DEVELOPMENT LENGTH OR STANDARD HOOK, OR BE SPLICED IN TENSION WiTH TWO (2) ADJACENT SPAN BARS IN THE DIRECTION UNDER CONSIDERATION, d� it 10. ALL WALLS AND STRUCTURAL SLABS SHALL BE REINFORCED WITH f' AT LEAST' #4 ® 18" EACH WAY, EACH FACE, UNLESS NOTED OTHERWISE. PROVIDE ONE (1) LAYER OF 6x6--W2.9xW2,9 WW.F., UNLESS NOTED OTHERWISE. PROVIDE ONE (1) LAYER OF NN Fk 6x6—W1.4xW1,4 W.W.F. CONTINUOUS IN ALL CONCRETE FILLS OVER THE STRUCTURAL SLAB. 11. ADITIONAL BARS SHALL BE PROVIDED AROUND ALL FLOOR AND ' WAL-L OPENINGS, AS SHOWN ON TYPICAL DETAILS. k.? 12; ALLOW A MINIMUM OF THREE (3) HOURS BETWEEN PLACEMENT OF CONCRETE FOR COLUMNS, WALLS OR PIERS AND PLACEMENT OF CONCRETE ON THE ADJACENT FLOOR. 13,• SEE FLOOR PLANS, SCHEDULES AND SPECIFICATIONS FOR CAMBER REQUIREMENTS, 14. UNLESS NOTED OTHERWISE, ALL MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT PADS SHALL BE REINFORCED WITH AT LEAST ONE (1) LAYER OF 6x6—W4xW4 W,W.F, SEE HVAC, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL REINFORCING REQUIREMENTS OF PADS. c� • 15. CONSTRUCTION JOINTS IN ALL FOUNDATION WALLS SHALL BE NOT . M FURTHER APART THAN 40 FEET IN ANY DIRECTION. ALL CONSTRUCTION JOINTS SHALL BE WIRE BRUSHED, CLEANED AND MOISTENED IMMEDIATELY PRIOR TO PLACING NEW CONCRETE. SEE DRAWINGS FOR CONSTRUCTION JOINT DETAILS, r� 16. PLACE ALL SLABS—ON---GRADE WITH AN APPROVED PATTERN AND � SEQUENCE OF CONSTRUCTION AND CONTROL JOINTS TO MINIMIZE r� ; SHRINKAGE CRACKS. THE MAXIMUM SPACING BETWEEN JOINTS G44 W w } SHALL BE 20 FEET. A SUGGESTED ARRANGEMENT AND DETAILS ARE SHOWN ON THE' DRAWINGS. 17, CONCRETE TESTING WILL BE PERFORMED BY THE OWNER'S TESTING LABORATORY IN ACCORDANCE WITH ACI 301--99 CHAPTER 16, EXCEPT AS FOLLOWS: FOR COMPRESSIVE STRENGTH TESTS OF POST TENSIONED9 STRUCTURES, TAKE ONE SET OF FIVE (5) SPECIMENS FOR EACH 100 CUBIC YARDS OR FRACTION THEREOF OF EACH CONCRETE CLASS PLACED IN ANY ONE DAY, TEST ONE (1) SPECIMEN AT 3 DAYS, ONE (1) SPECIMEN AT 7 DAYS, TWO (2) SPECIMENS AT 28 DAYS, AND KEEP ONE IN RESERVE, Am L•. DRAWN CHECKED DATE C-,CAL JOB NZT. SHEET GE NERAL NOTES 143W. 17 ,, . SAM..Y. PARK, P. E. a, 92 103' Street No. 49 .73ek�onvilie, FL 32210 ST (904)7'77-2771 I OF F,HEE' ,4. , � i'. Slxa � .�. t_tW+nP' ^ s( .•.�.�� � 1sm ��ID'�d' "9�.ti'I � lillllihi� .i� -�! "� '� � ! ^.ire{, i1.`• :1 Narravns PW.^1-r-.:�7• NO. iasr.-24x30•�••• - I ' FI�VISIC)riIa >.3Y Sry . r 3. ASCE7�-98 WIND LOAD CALCULATIONS AND PARAMETERS: G E N E R A L N O T E S FLOOR FIRMIING 1. DESIGN LOADS: - Floor framing shall be SYP:2 or better. W Building Category 11 FLOOR LOADS: g g ry••'-""""-••""""""'-"""""""""""". Floor joists shall be sized In accordance with Floor Joist Table on Sliest QT-S3.U.N.O. r Building is................... Provide rim joist continuous around all openings in floor system and around perimeter of floor. GENERAL NOTES: rigs and truss engineering Dead Load-(15 PSF) 9 + Partially EnelolsedThis design and drawings have been produced Nail all floor joist to rim joists w!(6) 16d nails lhrougn rim joist into end of floor joist. Live Load- (40 PSF) I. Wined Load Parameters: ) produced and supplied b others and shall be supplements is to(th s engineering.II y pp g `/here floor joist butts into bearns and are no:supported from below b • )Wind Velocity(mph) .........................: 120 I � y'.Nall Or beam,use Simpson NUS series TRUSS ROOF LOADS: 1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS,WALLS, OPENINGS, LOCATION OF OPENINGS, hanger sized to match joist and install according to the manufacturers specifications. '. Tap Chord: b)Importance Factor i...................................................... 9 1 5 ' Dead Load- 7 c)Exposure Category...................................................... C ROOF LAYOUT,AND FEATURE OPTIONS PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER Provide solid blocking Hatted through joist into enc, of blortlrg v/1(:) 16d Halls 1n spans as fol:o,vs: Live Load- 20 d)Inlermai pressures coefficient: OF ANY DISCREPANCIES. i. span 4 12'-blocking not required Bottom Chord: 0.18 Enclosed Structures FOUNDATION NOTES: 2. span 12•-1$'-- 1 row 3. span 7 19'-- 2 rows Load- 5 0.55 Partially Enclosed Structures 1 .Concrete shall be 2500 p5f concrete mix with fiber mesh.Builder may at his discretion Subfloor shall be 314•'tongue-and-groove OSB or Oly%vood fastened with 8d common nails 6"O.C.C edges and 12"o.c. Live Load- r Number of Stories Install a S'wide layer of 6x6 10 10 .......•..•••.••.•..•..... - y /10 welded wire mesh at exterior walls and all interior intermediate. a)Elevation Ho_- toad bearing walls to help minimize slab cracking. Builder may substitute fiber mesh with When"engineered"floor system.ystems are used (i.e Til. Floor Truss, etc.). the manufacturer shall provide layouts and Ground Level to fl =................... .... details for this project signed and sealed by a Professional Engineer licensed in the Slate of Florida. The system WIND BORNE DEBRIES REGIONS: (Ground )O •• 0•� 6-'6.10/10 welded wire mesh throng out the slab. structure is located within a wind bor11 debris region shall be installed according to the manufacturers.sper•Ifications. This 2-Concrete shall be placed on compacted or undisturbed soil free from foreign materials such as roots,limbs,and stumps. Design of footings is based on min. soil bearing ROOF SYSTEMS of 2000ps'r'the engineer accepts no responsibility for verification of actual-on site soil Truss roof systems -the manufacturer shall provide layouts and details for this project signed and seated by 2. APPLICABLE CODE: bearing capacity. a Professional Engineer licensed in(he State of Florida. The system shall be installed according to the Florida Building Code(2001 Edition)and ASCE 7-99 manufacturers specifications and (he latest edition published by the Truss Plate Institution. • 3 -Structural steel reinforcing shall be installed as indicated in the foundation details. re-bar shall be placed with a min• clearance of 3"from the boltorp of the footing, and 2" ROOF SHEATHING from sides•lap all bars a minimum of 25". Corner bars shall be bent 90 degrees and shall Use 7116"OSB Sheathing fastened wl 1 O nails 6-o C. edges• 12"o.c. intermediate.Gable ends shall be nailed be lapped a minimum of 25". 3"o.c. edges and 12"o.c. intermediate,4'-0"from roof edge 4. WINDOWS ROOFING MATERIALS All windows shall meet a minimum wind load as set forth in table below for both edge and Interior zones. Roofing materials shall Conform to ASTM-D3161(modified for the Stale of Florida), and ASTM-D3462. All attachments of windows to this structure shall be in accordance with the manufacturers specifications Which shall also resist the required as set forth In the table below. MINIMUM WALL .AND HEADER FLOOR JOISTS S. DOORS FRAMING MATERIALS GENERAL NOTE m2 SOUTHERN PINE SPAN TABLE 2 Shaft meet requirements of F'.B;C.2001 &local inspection.department requirements. No.2 Southern Yellow Pine. Hem Fir,Spruce or other softwoods shall not be used unless specifically STUD REQUIREMENTS 40 PSF LIVE LOAD,10 ASF OF-AD LOAD provided for in these drawings. � AND 360 DEFLECTION WOOD-FRAMED WALL SYSTEMS UNSUPPORTEC STUD MAXIMUM HEADER SPAN(FT.) ALL ROOMS EXCEPT SLEEPING a Install same U studs under girders as Y ply In girder. WALL HEIGHT SPACIN 3' S' 9' 12' 15' 18' ATTIC FLOORS-30 PSF LIVE LOAD Wind Pressure for Windows as Componet and Cladding (for h < 60') EXTERIOR WALL FRAMING AND INTERIOR BEARING WALLS SIZE SPACING SPAN Basic VelocityPressure,qh 0.00256K K KV I PSF = 21.22 Stud spacing shall be 16"o.c. maximum. NUMBER of HEADER STUDS (inches) (in.o.c.) (it.-9 (PSF) 9 SUPPORTING END OF HEADER 12 10-9 Stud size and length for load bearing walls shall be H2 Southern Pine(0=.55),shall be used for walls above 10' 1-a'(±1/4")plate height. SPF shall be used for walls up l0 10' 1 1/8" 1 1 2 2 2 2 2 x 6 16 9-9 24 8-6 (.I.- 1/4"). be OF FULL-LENGTH S•ruos 12 14_2 Stud grade shall be SPF 112 or better(U.N.O. for shear walls). AT EACH END OF HEADER 2 x 8 16, 12-10 Non-loadbearing studs shall be sized in accordance with SBCCI standard code. 24 11-0 Provide double studs(in addition to king studs if any)at all wall ends and at the end of all 12•' 2 2 3 3 1 3 1 3 �_4 18-0 10'OR LESS 16" 2 2 3 3 3 3 2 x1016-1 shear wall segments. _. Load bearing corners, tees and shearvall ends Shall be constructed as shown in the 24" 2 2 2 _ 2 2 2 13.1 Typical Details GREATER 12" 2 2 3�� c 5 5 21-9 16" 2 2 3 3 4 4t 2 x18-10 HEADERS THAN 10' 24 1 1 2 2 2 3 3 15-5 Headers shall be in accordance with Header Schedule,' SILL AND TOP PLATES Sill plates shall be pressure treated SYP jl�2 or better.At sill plate breaks,provide (i)-expoxy anchor NOTE: INCREASE OblE He-ADER SIZE FOP IST STORY OF or equivalent 12"max each side of break. 2 STORY BLDG ' Top plates shall be double SYP 92 or better 2x4 nailed w/12d's @ 10"o.c. staggered. Lap splices a minimum of 48"and face nailed with(4) 12d's each side of lap. HEADER SCHEDULE (ALL DIA,IENSIONAL HEADERS SHALL BE.2 SYP(0=0.55) HDR LENGTH HEADER SIZE HOR LENGTH HEADER SIZE 26 0'-6' (2)2X6 W/ 1,"2•' PLYWO BETWN 212 10 12 (2)2X12 W/ 1/2"PLYWD 8ETWN (TOr.1L 0 L.PUJS LL c-34CGIA' (TOTAL 0 L.PLUS L.L.in 21-101f)' 26"' p•- 7• (2)2X6 W1 112"PLYWD 8STVVNSYS42 12'- 16' SYSTENI.42 BY TRUSS MFG (rorAL D.L PLUS L.L.c=3.1ccln• (TOTAL O.L.PLUS L.L.<-2.cole• (2)2X8 W/1/2"PLYWD BETWN (2) 1-314 X 16"LVL 28 6''8' (TOTAL D-L PLUS L.L <-3laclr)• LVL 12'- 16' 11131AL 0 L.PLUS L.L.<4 120CPIC L.L.<=it 12pirl' 210 8'- 10' (2)2X IO IN/112"LPLWID BEAN NOTE: SEE QT-S4 FOR HEADER TIE DOWN REQUIREMENTS VALUES FROM SOUTHERN PINE COUNCIL DESIGN TABLE 1(159.1 EDITION) SUPPORTING JACK TRUSSES ONLY •tial -x-e1RACE TRUSSES Q r.Ilo PCINT FC]■''''' (A* 1■ A 4 EACH QUARTER POINT: M R P'�Y ■ 0 T E S NAIL x a,w IZ00•ES IraQ c1EID MAX"X•BRACE SPACING 'X-GRACE TRUSSES�MIO POINT 41 R •• MM ■ 1 <u121 PITCH-e•U-O.C. 4 EACH QUARTER POINT: L12 41 7112 PITCH-S Cr O.C. 14AIL Y we.EDGES Ir a<.ii-w) MAX'x-BRACE SPACING I.• �'�' HA4 MURRICANCCU -71121 PITCH•CO.O,C• cmtZ PITCH.8,(r O.C, 7116'4PA RATED SHEA(HING 4112 c 7112 PITCH•6 fl'O.C. FASTENED w/•131 4 r,smoorH• RING.OR SCREW SHANK.1AILS;g W I I.4-UAA THA4 HURRICANE CP 1,1112ll2 PITCH•+'0 O.C. LI J.C.AT EDGES 440 O.C. IN FIELD At EACH vEAT rrlb APAa4reD xHeAr; Ne ('16'SPLICE 4r2SYa FAssrenfow 13112•$moor". 'W000 GABLE TRUS I LOCI 121 EA 1puS5 13)'2'e4 rRUs; RINGAR SCREW SHANE(NAILS Q 6' � � I ( , S ' led COM.++AILS 2A4,2 SYP t31 $ N FIELD ArEc/4T 0 6E 3 4 -X4 TOP 4 42 gy P 131124 EA TRU' ' p]6-O.C. 2X42 SYw HOOD TRUS f3112d Eti TRUSS - 2La TOP W.AT, I 2XA DIAPHRAGNCMOROCOHTw10U5 If 2x4 a2 SYP LATEA;.L BRACE AT 44'0.C- 1.10E COLI.NAILS (31.13W-Wu4S THROUGH 3RACS INTO A EACH TRUSS 7X4 BLQCx1kG EACH TRUSS BOTTOM CHORD.EXT214O top 4 BOn'OM NOTE: BRAC$TO FOURTHINrErl10RTCORD _-2x4 SYP STUDS(JIS-o.Q IF TRUSS MANUFACTURER DETAILS ANO SPECIFICATIONS CONFUCT WITH THESE TRUSS DETAILS,THE TRUSS MANUFACTURER'S DETAILS SHALL GOVERN IN ALL APPLICATIONS. OUTRIGGERS SPACED AT 24"0.C.,UNLESS OTHERWISE NOTED PLATFORM GABLE END DETAIL BALLOON GABLE END DETAIL SCALE:3/8•�t'o• M TRUSS OR GIRDER SHEATHING THIS WALL BOTH SIDES 2.2X6 TOP PLAT aS CCN71NIQUS TOP PLATE SYP Art Pl BY OTHERS \(2)PILYS w7 UrPI,YW000 NAILED 12d NAILS Q 6o.G Y-STIFFeN TOP PLATE 70 HFIWER ETHER FROM BOTH SIDES STAGGERED EACH PLY. 2•x6"SYR W2 ROWS)-12d NAILS Q 6'0.4 GARAGE ODOR FACING NAIL TO STUO PKG w/ +� -HEADER W 2-2x4 42 SYPHURRICAN@ CLIP A7 10.?Go.61 FROM END 4 TOP PLATIyS. EACH TRUSS AS SPECIFIED -__ ';; :-::::::: 6-CONC.CURB d•O.C.(STAG:>r R 3}T BY QUICK TIE PROQUCTS _T» 1T'- ,Y.1• 3.2X6 FULL LENGTH l i:•:;i;; ? END OF HE/1gER * ET;{:ii;':r M r W 2x4 STUDS :•::r? :i'tr.': v ,:...... 2-7X6 SYP SUP- 1� a 16-O.C. 1:^iyvri::: NAIL SHEATHING TQ ...............:• PORTING HEADER K40ER w/8d NAILS Y, )I; W Q Yo.c.EA.ENO OF } :7r' X HEADER rCONC.CURaj@ RETURNS 16-m;n t �� 11 -0, ;� }Ila NAILS EA. SECTION X.X 7/11i APA RA I EO SHEATHING. "END.THRU STUDS FASTENED W/.131 x 2'SMOOTH. INTO ENO OF HEADER. RING•OR SCREW SHANK NAILS NOTE:ALL WFJ28ERS OF CORNERS Q 3'O.C.AT EDGES ANO 6-O.C. TYP(CAL WALL SECTION 2x442SYP dURSTUOPOWSWUSTBeMLEO IN FIELD(EACH SIDE-OF WALL) P.T.PLATES. NAILS FLYS TOGe-THa:R STAGGERED. i60 COWW AT 4'O.G SEE I:OUNDATTON PLATY ` !/ wl ltd NAILS Q 15'mc. +�-^2X6 p.7REgTED PLATE FOR SI-EhfWAI L FOUNDATION cGrtwn RETURNS - STAGGERED. ttOTE WHEN LESS THAN 1i L_5S THAN iG W1U. , ,_ 4HEADER eEARIHGLs R1gUIRESPIcCtAL -- r y r ALYcOUA('e t'X4•s 11AY EHCINI CRIHG-NOTIFY / SCALE:3!B•4 1'G' SE SUBSTTTUTcO fOR 2"X6-. ENGINEER OF RECORD) / i TYPICAL INTERIOR LOAD (Dj_6E_iAR1N(3 PICAL HEADER CONNECTION DETAIL BEARING WALL SECTION WALLS. Sc ALP.W.I,c. DRAWN 4 4 GARAGE DOOR POST DETAIL WHEN GARAGE IwLSHE,►THING"1bOrAWh1 EXTENDS GREATER THAN (t3')•FROM MAIN BODY OF HOUSE g 3+O.C 11G E CHECKMO ROWS SrAGGtDrE01 V60, ,...._ �.� ' EXTENDING SHEAR WAL!- IF 13gT.CNOFD Of 1RtJSSES ARE 1 70 ROOF, tF BOT.CHICRD OP TRUSSES AM ---•-- UNEVE1-N. LEND WALL PWALL 1 I' UNEVEN.EXTEND WALL&WALL •W000 SSIES DATE SREATHING TO ROOF.NAIL WALL i ; WO00 T((ItSKt S 5HE✓LTWIL NG TO ROOF.NAWALL SHEAR WALL END SHEATHING TO TOP PLATE wt 1 I, Z4EATWhQ TO MP PLATEw1 SAW E PATML4 AS SK011E0 SANE PATiTE M AS SPEDSM SCALE FOR SHEAR WALL EDGE HALNCLI d FOR SHEAR WALL EDGE NAIUNG. 2Xs�xazxlacol4T. ..• , Y' TOP PLATE WI(2)12d �, ). nA,al - .Jp© fVO. NAILZX4 8LOCK INC 2X413LOCiGltO(.?T2' TOP NA1CS�ti O.C. ^.a. T , !'c'1 - . To BotTOY CPIORA O.C.NAtLEO TO toP NAIL2X4131.DCiQNG �i C-': ' •' SAM n �-++ DF TR115S W/]•124 PLATE Wl4.11d TO BOTTOM CHOftA CORNER TEE �� ,(� ,., (f' �a', `,1;1 SSS M 1.P ARK, P. •T-4( NArlS AT F.AGi1 ErrO I CGraltgH NAILS OF TM SS Wi 124 SHE=FT IIrrER74R5HEAiLWAIL ^ /�°" r 92]1 Street No. 49 IN'tEMRSHFJIAWAL.L NAILS AT4'Q.C. BALOONFRmeTOGOT.of-tAUSS NOT�ALL COWPONENTSSHALLUSOU0FULL „ Jac�so villa FL3 2X0 aR R�FRAME TO BOT.OF TRUSS aR ROOF. e • ' 1 i 13 3 i ` r � 1 IitGTt(STtA5 FASfENEU Wl i1d ifA11,5 10'O.C; „. . STACG eREO[0P TO 801701E : 5 ALTERNATE DETAIL LOAQ BEARING .-rM�•ryc �brwfii•R.IrYt4�M•w.Y., 5INTE910R NON•LOADBfASHFAR WALL FRAMING DEI• CNR, - - - (904)777-2/71 �RNG UFSHEAR WALL .ry f-cl OFHf llut$eq .r- +.'S_ 1}•nXm=. K Y1 L Lam. NAIMNAI PRINtH15T Pio 19FA-2406 nun MAP SHOWING BOUNDARY SURVEY OF - - (LrrAL oESCIRrPixN A5 PRovrM BY aTt!M) LOT 1, EXCEPT THE W0T 60 FUT, IN OLOCk x2, OF ATLANTIC SEAM PIAT ONE, 11 HWIASIQN A', ACCOADINO TO PLAT T1jFP!e0 AS RECORDED IN PLAN` 1106k S, PAOC Ola OF 11t-IF- PUBLIC tikMS. OF.PVVA4 COUNTY', FLORIDA, OTHEfRM59 KNOWN AS LAT 1, EXCEPT THC WP3T 60 FEET, IN BLOCK 20. OF ATLANTO BEA0H, ACWRDING TO PLAT nWREOF AS RECOIMED IN PLAT AOOk 5, PAGE 64 OF TFIK PUBLIC RECORDS OF dUVAL COUNTY, FLORIDA tER11F1ED TO: ' TIMOTHY HAMMIILL AND JEANNE HAMMILL BANK OF AMERICA LAWYERS TITLE IINSURANCE CORPORATION HEAD, MOSS & F'ULTON, P.A. ' 50.c00' (BEAT) BEACH AVENUE . S 011'33'03" W 49.93' (MEASURED) (4040' RIGHT OF WAY) F'IXJNp t/2�IA�H PIPE �h� � , .. SirA11PfD to Rase- qty � �► CMER OFF INT1113=11b11 POUNDIt9tr mom eve IOICAWN _ M w 2.p'f 1 13.Y' ':�S'7•, ONE wOR1Y P w FRAMI ,� �k. q � F'OSTEO # 113 � ,��'"�► CNR11IeY t4.4' �� pry LEGEND: �� 1 "� qO DO Cl R - RADIUS _ 2 .6 duaTEx Y- _ m LENIM OF PAWf: 'L Fn ....K _. .. FENCE W CONCRETE Y n►� ,� "' f) LCT 1 L ��V`A a " EXCEPT THE p ttx LCT 2 v`h WEST 50.00' BLOCK 22 va 114 BL-OCK 22 Vi 10 N1 cow X vo faNUtrN aH1*1 Ipt; 1� N 00140"50" ETIM AND JEANNE HAMM11 49,88' I(MEASURED) � � 50.07.x' (PLAT) P � NEW HOME FOR IOU a. �� ' 113 4th STREET ` ATLANTIC BEACH , FLORIDA 32233 50.010' (PLAT) CgftllEH qF 1N•f><RSEtri►Cli OCEAN MOLIEYARP . DRAWING INDEX (N,V 1tiGHT:OF'WAY) NATl;S: ASSUMED � N �ara1'an" E REVISIONS 1. 13EARINGS ARE 19ASM ON TWE ASSUMED Ali ALONG- NORTHERLY E30UNDARY LINT= OF SUBJECT pA�C>"L. 11-IQ£ DESCRIPTION S1 STRUCTURAL DETAILS 2 18Y GRAPHIC BLOTTING ONLY MC CAPTIONED LANDS LEE: WI1}II�N F1,4CA IzaNl~ x AS 8H�lRI g4 THE -' ST- 1 CONCRETE SPECIFICATIONS NATIONAL FLOW INSURANCE MAP !?Ai n Al'(i1L 17, 1$AiO. Cb►AMUNITY Numsd- QICr,PANg4 - 1_C,,,, �. J. THIS SURVXY REFLECTS ALL E MPENTS & RI(iFiTS CYrx'A V( AS PER R91CORDED PLAT 4s/Qfi i1TILr CAMMI-TMRNr THE UNDER-SIGNEDST-2FOUNDATION DETAILS IF WPPLI$t). UNLESS OTNtERA$t STATED, NO 01MER THLE VE RRICATIOiINW HAS BEEN PLPiFOAMMI O 8Y 4. THIS SURVEY NOT VALID MT140UT THE oRIOINAL SIGNATURE. AND EMBOSSED SKA4 Of THE CERTIFYING SURVEYOR, JOBS # 23074 DA7 of FIELD SURVEY: 01-15---04- ELATE OF ISSUE; 01SOA.E; 1" 20' A-101 FIRST AND SECOND FLOOR PLANS CERTIFICATE � A-102 THIRD AND ROOF PLANS 2522 Uak 5lreet i HF.kMY MT1FY rriAT THISR r, TH WAs MADE UIr� NY RESPONSOLE CO Mae A-2D1 ELEVATIONS Jackao0lle, Florida 32204 AND Ygm"THE W"I MIO tIt'ANbAROS Al SEF FORBY TNI:F1 MDA (Phone) St]4-X95-E98g OOMM OF 0 $ AND WwNE'ItI !N CHANTER 91011^b. F'10914A J y 'AF�a1tW/�. TA7UTL9, `FpK� 904 .�i�"+�179 AD" SF rr 1 bVAN CTIDN 121 r w f1 A 301 SECTION *, A--401 FOUNDATION PLAN AND DETARLS E- 101 LIGHTING AND POWER PLANS AREA SUMMARY. 1 ,070 S.F. FIRST FLOOR HEATED SPACE ) SECOND FLOOR HEATED SPACE 1 ,338 S.F . !� Q THIRD FLOOR HEATED SPACE 371 S.F. APpsVtdV50 CITY of �T!-,1NTIC � ��� SECOND FLOOR PORCHES 301 S.F. BUIL.C71M1�� ;?txf!IC� THIRD FLOOR OPEN DECK 458 'S.F. APR :� •,1103 GARAGE 333 S.F. _ I W 0?a ECEIVEDFFZ TY OF ATLANTIC BEACH City of Atlantic beach BUILDING & ZONiNG Planning and Zoning Department APR 1 2004 zThisoning, approval verifies compliance with applicable I zoning, subdivision and other local land development regulations, but does not constitute f approval for the issuance of permits. Compliance with Florida Building Cade and all other applicable BY; local, State and Fedeai permitting requirements � must be verified by signature of the City of Atlantic Beach Building O Aal prior to a issuance of s i Building Permit. Approved By: omrru ity DP elo me re f ,mow gate: d -e- D - - - �Q N ■ s- ITE IOLT PLAN flit johndaviedesign_ 1 10-0 „ _ 11 general contractor- CGCO21 —� (904) 424-5218 (c) / :3 LlnJ & r (904) 249-3418 (o) MAP SHOWING BOUNDARY SURVEY OF - - (LrrAL oESCIRrPixN A5 PRovrM BY aTt!M) LOT 1, EXCEPT THE W0T 60 FUT, IN OLOCk x2, OF ATLANTIC SEAM PIAT ONE, 11 HWIASIQN A', ACCOADINO TO PLAT T1jFP!e0 AS RECORDED IN PLAN` 1106k S, PAOC Ola OF 11t-IF- PUBLIC tikMS. OF.PVVA4 COUNTY', FLORIDA, OTHEfRM59 KNOWN AS LAT 1, EXCEPT THC WP3T 60 FEET, IN BLOCK 20. OF ATLANTO BEA0H, ACWRDING TO PLAT nWREOF AS RECOIMED IN PLAT AOOk 5, PAGE 64 OF TFIK PUBLIC RECORDS OF dUVAL COUNTY, FLORIDA tER11F1ED TO: ' TIMOTHY HAMMIILL AND JEANNE HAMMILL BANK OF AMERICA LAWYERS TITLE IINSURANCE CORPORATION HEAD, MOSS & F'ULTON, P.A. ' 50.c00' (BEAT) BEACH AVENUE . S 011'33'03" W 49.93' (MEASURED) (4040' RIGHT OF WAY) F'IXJNp t/2�IA�H PIPE �h� � , .. SirA11PfD to Rase- qty � �► CMER OFF INT1113=11b11 POUNDIt9tr mom eve IOICAWN _ M w 2.p'f 1 13.Y' ':�S'7•, ONE wOR1Y P w FRAMI ,� �k. q � F'OSTEO # 113 � ,��'"�► CNR11IeY t4.4' �� pry LEGEND: �� 1 "� qO DO Cl R - RADIUS _ 2 .6 duaTEx Y- _ m LENIM OF PAWf: 'L Fn ....K _. .. FENCE W CONCRETE Y n►� ,� "' f) LCT 1 L ��V`A a " EXCEPT THE p ttx LCT 2 v`h WEST 50.00' BLOCK 22 va 114 BL-OCK 22 Vi 10 N1 cow X vo faNUtrN aH1*1 Ipt; 1� N 00140"50" ETIM AND JEANNE HAMM11 49,88' I(MEASURED) � � 50.07.x' (PLAT) P � NEW HOME FOR IOU a. �� ' 113 4th STREET ` ATLANTIC BEACH , FLORIDA 32233 50.010' (PLAT) CgftllEH qF 1N•f><RSEtri►Cli OCEAN MOLIEYARP . DRAWING INDEX (N,V 1tiGHT:OF'WAY) NATl;S: ASSUMED � N �ara1'an" E REVISIONS 1. 13EARINGS ARE 19ASM ON TWE ASSUMED Ali ALONG- NORTHERLY E30UNDARY LINT= OF SUBJECT pA�C>"L. 11-IQ£ DESCRIPTION S1 STRUCTURAL DETAILS 2 18Y GRAPHIC BLOTTING ONLY MC CAPTIONED LANDS LEE: WI1}II�N F1,4CA IzaNl~ x AS 8H�lRI g4 THE -' ST- 1 CONCRETE SPECIFICATIONS NATIONAL FLOW INSURANCE MAP !?Ai n Al'(i1L 17, 1$AiO. Cb►AMUNITY Numsd- QICr,PANg4 - 1_C,,,, �. J. THIS SURVXY REFLECTS ALL E MPENTS & RI(iFiTS CYrx'A V( AS PER R91CORDED PLAT 4s/Qfi i1TILr CAMMI-TMRNr THE UNDER-SIGNEDST-2FOUNDATION DETAILS IF WPPLI$t). UNLESS OTNtERA$t STATED, NO 01MER THLE VE RRICATIOiINW HAS BEEN PLPiFOAMMI O 8Y 4. THIS SURVEY NOT VALID MT140UT THE oRIOINAL SIGNATURE. AND EMBOSSED SKA4 Of THE CERTIFYING SURVEYOR, JOBS # 23074 DA7 of FIELD SURVEY: 01-15---04- ELATE OF ISSUE; 01SOA.E; 1" 20' A-101 FIRST AND SECOND FLOOR PLANS CERTIFICATE � A-102 THIRD AND ROOF PLANS 2522 Uak 5lreet i HF.kMY MT1FY rriAT THISR r, TH WAs MADE UIr� NY RESPONSOLE CO Mae A-2D1 ELEVATIONS Jackao0lle, Florida 32204 AND Ygm"THE W"I MIO tIt'ANbAROS Al SEF FORBY TNI:F1 MDA (Phone) St]4-X95-E98g OOMM OF 0 $ AND WwNE'ItI !N CHANTER 91011^b. F'10914A J y 'AF�a1tW/�. TA7UTL9, `FpK� 904 .�i�"+�179 AD" SF rr 1 bVAN CTIDN 121 r w f1 A 301 SECTION *, A--401 FOUNDATION PLAN AND DETARLS E- 101 LIGHTING AND POWER PLANS AREA SUMMARY. 1 ,070 S.F. FIRST FLOOR HEATED SPACE ) SECOND FLOOR HEATED SPACE 1 ,338 S.F . !� Q THIRD FLOOR HEATED SPACE 371 S.F. APpsVtdV50 CITY of �T!-,1NTIC � ��� SECOND FLOOR PORCHES 301 S.F. BUIL.C71M1�� ;?txf!IC� THIRD FLOOR OPEN DECK 458 'S.F. APR :� •,1103 GARAGE 333 S.F. _ I W 0?a ECEIVEDFFZ TY OF ATLANTIC BEACH City of Atlantic beach BUILDING & ZONiNG Planning and Zoning Department APR 1 2004 zThisoning, approval verifies compliance with applicable I zoning, subdivision and other local land development regulations, but does not constitute f approval for the issuance of permits. Compliance with Florida Building Cade and all other applicable BY; local, State and Fedeai permitting requirements � must be verified by signature of the City of Atlantic Beach Building O Aal prior to a issuance of s i Building Permit. Approved By: omrru ity DP elo me re f ,mow gate: d -e- D - - - �Q N ■ s- ITE IOLT PLAN flit johndaviedesign_ 1 10-0 „ _ 11 general contractor- CGCO21 —� (904) 424-5218 (c) / :3 LlnJ & r (904) 249-3418 (o) FI�VISIC)riIa >.3Y Sry . r 3. ASCE7�-98 WIND LOAD CALCULATIONS AND PARAMETERS: G E N E R A L N O T E S FLOOR FIRMIING 1. DESIGN LOADS: - Floor framing shall be SYP:2 or better. W Building Category 11 FLOOR LOADS: g g ry••'-""""-••""""""'-"""""""""""". Floor joists shall be sized In accordance with Floor Joist Table on Sliest QT-S3.U.N.O. r Building is................... Provide rim joist continuous around all openings in floor system and around perimeter of floor. GENERAL NOTES: rigs and truss engineering Dead Load-(15 PSF) 9 + Partially EnelolsedThis design and drawings have been produced Nail all floor joist to rim joists w!(6) 16d nails lhrougn rim joist into end of floor joist. Live Load- (40 PSF) I. Wined Load Parameters: ) produced and supplied b others and shall be supplements is to(th s engineering.II y pp g `/here floor joist butts into bearns and are no:supported from below b • )Wind Velocity(mph) .........................: 120 I � y'.Nall Or beam,use Simpson NUS series TRUSS ROOF LOADS: 1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS,WALLS, OPENINGS, LOCATION OF OPENINGS, hanger sized to match joist and install according to the manufacturers specifications. '. Tap Chord: b)Importance Factor i...................................................... 9 1 5 ' Dead Load- 7 c)Exposure Category...................................................... C ROOF LAYOUT,AND FEATURE OPTIONS PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER Provide solid blocking Hatted through joist into enc, of blortlrg v/1(:) 16d Halls 1n spans as fol:o,vs: Live Load- 20 d)Inlermai pressures coefficient: OF ANY DISCREPANCIES. i. span 4 12'-blocking not required Bottom Chord: 0.18 Enclosed Structures FOUNDATION NOTES: 2. span 12•-1$'-- 1 row 3. span 7 19'-- 2 rows Load- 5 0.55 Partially Enclosed Structures 1 .Concrete shall be 2500 p5f concrete mix with fiber mesh.Builder may at his discretion Subfloor shall be 314•'tongue-and-groove OSB or Oly%vood fastened with 8d common nails 6"O.C.C edges and 12"o.c. Live Load- r Number of Stories Install a S'wide layer of 6x6 10 10 .......•..•••.••.•..•..... - y /10 welded wire mesh at exterior walls and all interior intermediate. a)Elevation Ho_- toad bearing walls to help minimize slab cracking. Builder may substitute fiber mesh with When"engineered"floor system.ystems are used (i.e Til. Floor Truss, etc.). the manufacturer shall provide layouts and Ground Level to fl =................... .... details for this project signed and sealed by a Professional Engineer licensed in the Slate of Florida. The system WIND BORNE DEBRIES REGIONS: (Ground )O •• 0•� 6-'6.10/10 welded wire mesh throng out the slab. structure is located within a wind bor11 debris region shall be installed according to the manufacturers.sper•Ifications. This 2-Concrete shall be placed on compacted or undisturbed soil free from foreign materials such as roots,limbs,and stumps. Design of footings is based on min. soil bearing ROOF SYSTEMS of 2000ps'r'the engineer accepts no responsibility for verification of actual-on site soil Truss roof systems -the manufacturer shall provide layouts and details for this project signed and seated by 2. APPLICABLE CODE: bearing capacity. a Professional Engineer licensed in(he State of Florida. The system shall be installed according to the Florida Building Code(2001 Edition)and ASCE 7-99 manufacturers specifications and (he latest edition published by the Truss Plate Institution. • 3 -Structural steel reinforcing shall be installed as indicated in the foundation details. re-bar shall be placed with a min• clearance of 3"from the boltorp of the footing, and 2" ROOF SHEATHING from sides•lap all bars a minimum of 25". Corner bars shall be bent 90 degrees and shall Use 7116"OSB Sheathing fastened wl 1 O nails 6-o C. edges• 12"o.c. intermediate.Gable ends shall be nailed be lapped a minimum of 25". 3"o.c. edges and 12"o.c. intermediate,4'-0"from roof edge 4. WINDOWS ROOFING MATERIALS All windows shall meet a minimum wind load as set forth in table below for both edge and Interior zones. Roofing materials shall Conform to ASTM-D3161(modified for the Stale of Florida), and ASTM-D3462. All attachments of windows to this structure shall be in accordance with the manufacturers specifications Which shall also resist the required as set forth In the table below. MINIMUM WALL .AND HEADER FLOOR JOISTS S. DOORS FRAMING MATERIALS GENERAL NOTE m2 SOUTHERN PINE SPAN TABLE 2 Shaft meet requirements of F'.B;C.2001 &local inspection.department requirements. No.2 Southern Yellow Pine. Hem Fir,Spruce or other softwoods shall not be used unless specifically STUD REQUIREMENTS 40 PSF LIVE LOAD,10 ASF OF-AD LOAD provided for in these drawings. � AND 360 DEFLECTION WOOD-FRAMED WALL SYSTEMS UNSUPPORTEC STUD MAXIMUM HEADER SPAN(FT.) ALL ROOMS EXCEPT SLEEPING a Install same U studs under girders as Y ply In girder. WALL HEIGHT SPACIN 3' S' 9' 12' 15' 18' ATTIC FLOORS-30 PSF LIVE LOAD Wind Pressure for Windows as Componet and Cladding (for h < 60') EXTERIOR WALL FRAMING AND INTERIOR BEARING WALLS SIZE SPACING SPAN Basic VelocityPressure,qh 0.00256K K KV I PSF = 21.22 Stud spacing shall be 16"o.c. maximum. NUMBER of HEADER STUDS (inches) (in.o.c.) (it.-9 (PSF) 9 SUPPORTING END OF HEADER 12 10-9 Stud size and length for load bearing walls shall be H2 Southern Pine(0=.55),shall be used for walls above 10' 1-a'(±1/4")plate height. SPF shall be used for walls up l0 10' 1 1/8" 1 1 2 2 2 2 2 x 6 16 9-9 24 8-6 (.I.- 1/4"). be OF FULL-LENGTH S•ruos 12 14_2 Stud grade shall be SPF 112 or better(U.N.O. for shear walls). AT EACH END OF HEADER 2 x 8 16, 12-10 Non-loadbearing studs shall be sized in accordance with SBCCI standard code. 24 11-0 Provide double studs(in addition to king studs if any)at all wall ends and at the end of all 12•' 2 2 3 3 1 3 1 3 �_4 18-0 10'OR LESS 16" 2 2 3 3 3 3 2 x1016-1 shear wall segments. _. Load bearing corners, tees and shearvall ends Shall be constructed as shown in the 24" 2 2 2 _ 2 2 2 13.1 Typical Details GREATER 12" 2 2 3�� c 5 5 21-9 16" 2 2 3 3 4 4t 2 x18-10 HEADERS THAN 10' 24 1 1 2 2 2 3 3 15-5 Headers shall be in accordance with Header Schedule,' SILL AND TOP PLATES Sill plates shall be pressure treated SYP jl�2 or better.At sill plate breaks,provide (i)-expoxy anchor NOTE: INCREASE OblE He-ADER SIZE FOP IST STORY OF or equivalent 12"max each side of break. 2 STORY BLDG ' Top plates shall be double SYP 92 or better 2x4 nailed w/12d's @ 10"o.c. staggered. Lap splices a minimum of 48"and face nailed with(4) 12d's each side of lap. HEADER SCHEDULE (ALL DIA,IENSIONAL HEADERS SHALL BE.2 SYP(0=0.55) HDR LENGTH HEADER SIZE HOR LENGTH HEADER SIZE 26 0'-6' (2)2X6 W/ 1,"2•' PLYWO BETWN 212 10 12 (2)2X12 W/ 1/2"PLYWD 8ETWN (TOr.1L 0 L.PUJS LL c-34CGIA' (TOTAL 0 L.PLUS L.L.in 21-101f)' 26"' p•- 7• (2)2X6 W1 112"PLYWD 8STVVNSYS42 12'- 16' SYSTENI.42 BY TRUSS MFG (rorAL D.L PLUS L.L.c=3.1ccln• (TOTAL O.L.PLUS L.L.<-2.cole• (2)2X8 W/1/2"PLYWD BETWN (2) 1-314 X 16"LVL 28 6''8' (TOTAL D-L PLUS L.L <-3laclr)• LVL 12'- 16' 11131AL 0 L.PLUS L.L.<4 120CPIC L.L.<=it 12pirl' 210 8'- 10' (2)2X IO IN/112"LPLWID BEAN NOTE: SEE QT-S4 FOR HEADER TIE DOWN REQUIREMENTS VALUES FROM SOUTHERN PINE COUNCIL DESIGN TABLE 1(159.1 EDITION) SUPPORTING JACK TRUSSES ONLY •tial -x-e1RACE TRUSSES Q r.Ilo PCINT FC]■''''' (A* 1■ A 4 EACH QUARTER POINT: M R P'�Y ■ 0 T E S NAIL x a,w IZ00•ES IraQ c1EID MAX"X•BRACE SPACING 'X-GRACE TRUSSES�MIO POINT 41 R •• MM ■ 1 <u121 PITCH-e•U-O.C. 4 EACH QUARTER POINT: L12 41 7112 PITCH-S Cr O.C. 14AIL Y we.EDGES Ir a<.ii-w) MAX'x-BRACE SPACING I.• �'�' HA4 MURRICANCCU -71121 PITCH•CO.O,C• cmtZ PITCH.8,(r O.C, 7116'4PA RATED SHEA(HING 4112 c 7112 PITCH•6 fl'O.C. FASTENED w/•131 4 r,smoorH• RING.OR SCREW SHANK.1AILS;g W I I.4-UAA THA4 HURRICANE CP 1,1112ll2 PITCH•+'0 O.C. LI J.C.AT EDGES 440 O.C. IN FIELD At EACH vEAT rrlb APAa4reD xHeAr; Ne ('16'SPLICE 4r2SYa FAssrenfow 13112•$moor". 'W000 GABLE TRUS I LOCI 121 EA 1puS5 13)'2'e4 rRUs; RINGAR SCREW SHANE(NAILS Q 6' � � I ( , S ' led COM.++AILS 2A4,2 SYP t31 $ N FIELD ArEc/4T 0 6E 3 4 -X4 TOP 4 42 gy P 131124 EA TRU' ' p]6-O.C. 2X42 SYw HOOD TRUS f3112d Eti TRUSS - 2La TOP W.AT, I 2XA DIAPHRAGNCMOROCOHTw10U5 If 2x4 a2 SYP LATEA;.L BRACE AT 44'0.C- 1.10E COLI.NAILS (31.13W-Wu4S THROUGH 3RACS INTO A EACH TRUSS 7X4 BLQCx1kG EACH TRUSS BOTTOM CHORD.EXT214O top 4 BOn'OM NOTE: BRAC$TO FOURTHINrErl10RTCORD _-2x4 SYP STUDS(JIS-o.Q IF TRUSS MANUFACTURER DETAILS ANO SPECIFICATIONS CONFUCT WITH THESE TRUSS DETAILS,THE TRUSS MANUFACTURER'S DETAILS SHALL GOVERN IN ALL APPLICATIONS. OUTRIGGERS SPACED AT 24"0.C.,UNLESS OTHERWISE NOTED PLATFORM GABLE END DETAIL BALLOON GABLE END DETAIL SCALE:3/8•�t'o• M TRUSS OR GIRDER SHEATHING THIS WALL BOTH SIDES 2.2X6 TOP PLAT aS CCN71NIQUS TOP PLATE SYP Art Pl BY OTHERS \(2)PILYS w7 UrPI,YW000 NAILED 12d NAILS Q 6o.G Y-STIFFeN TOP PLATE 70 HFIWER ETHER FROM BOTH SIDES STAGGERED EACH PLY. 2•x6"SYR W2 ROWS)-12d NAILS Q 6'0.4 GARAGE ODOR FACING NAIL TO STUO PKG w/ +� -HEADER W 2-2x4 42 SYPHURRICAN@ CLIP A7 10.?Go.61 FROM END 4 TOP PLATIyS. EACH TRUSS AS SPECIFIED -__ ';; :-::::::: 6-CONC.CURB d•O.C.(STAG:>r R 3}T BY QUICK TIE PROQUCTS _T» 1T'- ,Y.1• 3.2X6 FULL LENGTH l i:•:;i;; ? END OF HE/1gER * ET;{:ii;':r M r W 2x4 STUDS :•::r? :i'tr.': v ,:...... 2-7X6 SYP SUP- 1� a 16-O.C. 1:^iyvri::: NAIL SHEATHING TQ ...............:• PORTING HEADER K40ER w/8d NAILS Y, )I; W Q Yo.c.EA.ENO OF } :7r' X HEADER rCONC.CURaj@ RETURNS 16-m;n t �� 11 -0, ;� }Ila NAILS EA. SECTION X.X 7/11i APA RA I EO SHEATHING. "END.THRU STUDS FASTENED W/.131 x 2'SMOOTH. INTO ENO OF HEADER. RING•OR SCREW SHANK NAILS NOTE:ALL WFJ28ERS OF CORNERS Q 3'O.C.AT EDGES ANO 6-O.C. TYP(CAL WALL SECTION 2x442SYP dURSTUOPOWSWUSTBeMLEO IN FIELD(EACH SIDE-OF WALL) P.T.PLATES. NAILS FLYS TOGe-THa:R STAGGERED. i60 COWW AT 4'O.G SEE I:OUNDATTON PLATY ` !/ wl ltd NAILS Q 15'mc. +�-^2X6 p.7REgTED PLATE FOR SI-EhfWAI L FOUNDATION cGrtwn RETURNS - STAGGERED. ttOTE WHEN LESS THAN 1i L_5S THAN iG W1U. , ,_ 4HEADER eEARIHGLs R1gUIRESPIcCtAL -- r y r ALYcOUA('e t'X4•s 11AY EHCINI CRIHG-NOTIFY / SCALE:3!B•4 1'G' SE SUBSTTTUTcO fOR 2"X6-. ENGINEER OF RECORD) / i TYPICAL INTERIOR LOAD (Dj_6E_iAR1N(3 PICAL HEADER CONNECTION DETAIL BEARING WALL SECTION WALLS. Sc ALP.W.I,c. DRAWN 4 4 GARAGE DOOR POST DETAIL WHEN GARAGE IwLSHE,►THING"1bOrAWh1 EXTENDS GREATER THAN (t3')•FROM MAIN BODY OF HOUSE g 3+O.C 11G E CHECKMO ROWS SrAGGtDrE01 V60, ,...._ �.� ' EXTENDING SHEAR WAL!- IF 13gT.CNOFD Of 1RtJSSES ARE 1 70 ROOF, tF BOT.CHICRD OP TRUSSES AM ---•-- UNEVE1-N. LEND WALL PWALL 1 I' UNEVEN.EXTEND WALL&WALL •W000 SSIES DATE SREATHING TO ROOF.NAIL WALL i ; WO00 T((ItSKt S 5HE✓LTWIL NG TO ROOF.NAWALL SHEAR WALL END SHEATHING TO TOP PLATE wt 1 I, Z4EATWhQ TO MP PLATEw1 SAW E PATML4 AS SK011E0 SANE PATiTE M AS SPEDSM SCALE FOR SHEAR WALL EDGE HALNCLI d FOR SHEAR WALL EDGE NAIUNG. 2Xs�xazxlacol4T. ..• , Y' TOP PLATE WI(2)12d �, ). nA,al - .Jp© fVO. NAILZX4 8LOCK INC 2X413LOCiGltO(.?T2' TOP NA1CS�ti O.C. ^.a. T , !'c'1 - . To BotTOY CPIORA O.C.NAtLEO TO toP NAIL2X4131.DCiQNG �i C-': ' •' SAM n �-++ DF TR115S W/]•124 PLATE Wl4.11d TO BOTTOM CHOftA CORNER TEE �� ,(� ,., (f' �a', `,1;1 SSS M 1.P ARK, P. •T-4( NArlS AT F.AGi1 ErrO I CGraltgH NAILS OF TM SS Wi 124 SHE=FT IIrrER74R5HEAiLWAIL ^ /�°" r 92]1 Street No. 49 IN'tEMRSHFJIAWAL.L NAILS AT4'Q.C. BALOONFRmeTOGOT.of-tAUSS NOT�ALL COWPONENTSSHALLUSOU0FULL „ Jac�so villa FL3 2X0 aR R�FRAME TO BOT.OF TRUSS aR ROOF. e • ' 1 i 13 3 i ` r � 1 IitGTt(STtA5 FASfENEU Wl i1d ifA11,5 10'O.C; „. . STACG eREO[0P TO 801701E : 5 ALTERNATE DETAIL LOAQ BEARING .-rM�•ryc �brwfii•R.IrYt4�M•w.Y., 5INTE910R NON•LOADBfASHFAR WALL FRAMING DEI• CNR, - - - (904)777-2/71 �RNG UFSHEAR WALL .ry f-cl OFHf llut$eq .r- +.'S_ 1}•nXm=. K Y1 L Lam. NAIMNAI PRINtH15T Pio 19FA-2406 nun REVISIONS BY CONCFEM NOTES ;I 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-99 AND ACI 301-99.. THESE DOCUMENTS SHALL BE AVAILABLE IN THE FIELD OFFICE. CONCRETE MASONRY UNITS 2. EXCEPT WHERE OTHERWISE INDICATED, CONCRETE TYPES AND 1. Blocks shall be hollow load—bearing masonry unit's Grade N, Type Ii,conforming F: MINIMUM 28—DAY COMPRESSIVE STRENGTHS SHALL BE A5 FOLLOWS: to ASTM C90--96a. The minimum net area compressive strength of masonry SLAB ON GRADE z, ; Ci PSI REGULAR WGT. , FOUNDATION shall be f m = 1500 psi. ELEMENTS z, sop PSI REGULAR WGT, 2. Assembly above grade work mortar shall be: Type S. FLOOR AND ROOF SLABS �, 5 oz) PSI REGULAR WGT, Below grade work mortar shall 'be: Type M. COLUMNS z, Soo PSI OR 5000 PSI 3. Prefabricated horizontal joint reinforcement shall have 9 gage side rails REG, WGT„ SEE SCHED, fabricated from high--strength cold--drawn wire conforming to ASTM A82 and SHEAR WALLS z, 500 PSI REGULAR WGT, shall be galvanized after fabrication. Place joint rreinforcement In TOPPING OVER ROOF SLAB z, �r Ori PSI LIGHTWEIGHT alternate courses In all walls. Place three rows 0 8 Inches o,e• Immediately ALL OTHER z, fve) PSI REGULAR WGT, above all wall openings, and at the top of all walls. Lop side rails at least 6 inches at splices, 3• CEMENT SHALL CONFORM TO ASTM C150 TYPE I, USE ONLY ONE 4. • Provide all special lintel, knock--out, jamb block (and other required to 'k BRAND OF CEMENT FOR ALL EXPOSED TO VIEW CONCRETE. AGGREGATES SHALL CONFORM TO ASTM C33 (REGULAR WEIGHT) AND complete the walls as shown, Use masonry saws to cut block as required, ASTM C330 . LIGHTWEIGHT). ALL. CONCRETE SHALL CONTAIN AN 5. Brace foundation walls before backfilling against ithem to prevent APPROVED WATER REDUCING ADMIXTURE, NO CALCIUM CHLORIDE overstressing, buckling or rotation of the walls.. Blroce all walls against SHALL BE USED IN ANY CONCRETE, wind, construction loads or, other temporary forces until such protection is no longer required for the safe support of the wall. Brace design shall be 4. ALL REINFORCING -BARS SHALL CONFORM TO ASTM A615, GRADE the responsibility of the General' Contractor. i 60, ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. 6, Provide?-• Slnches x 8 Inches precast concrete lintel rated for a uniform load of at least 1,500lbs per foot over all openings 10'--0 o, less In width, 5. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, where steel or other lintels are not specified. LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN 7• Provide clean---outs/inspection ports for filling cellls in grout pour height PLACE IN 'ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS „ � exceeding 5 feet. OUTLINED IN THE LATEST EDITION OF THE MANUAL OF STANDARD 8• In addition to requirements elsewhere in the drawrings for filling cells, PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES " ACI 315, BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES fill cells with concrete and ones bar at a maximum spacing of 4'-0, t�•n.o. z' SHALL BE PLASTIC TIPPED, Fill first cell each side of any opening, and fill first cell, at end of wall, 9. Extend and hook vertical bars into footing, and extend into and hook , 6, CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS;, bars into top of wall bond beam or tie beam, INCLUDING STEEL SIZED, SPACING AND PLACEMENT SHALL BE 10. All vertical bars shall be sdcur6ly' tied' to the lower bar at­any splices, SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO especially at the footing dowels. Bars shall be secured in' their proper ' FABRICATION. positions within the cells by wire ties, reba� posit,loners or by other 7. THE CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS SHOWING THE approved methods, LOCATIONS OF ALL CONSTRUCTION JOINTS, REVEALS, CURBS, 1 ) . Control joint spacing along a straight, wall shall niot exceed 25 ft, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ,ETC. nor 3 times the wall height, 8. ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF.ACI 318, LATEST EDITION, BUT IN NO CASE SHALL BE LESS THAN 36 BAR DIAMETERS, UNLESS NOTED OTHERWISE. ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AND TIED- SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH 'SIZE AND NUMBER OF MAIN REINFORCING, UNLESS NOTED OTHERWISE. 3 9, A MINIMUM OF TWO (2) TOP BARS SHALL PASS THROUGH EACH COLUMN IN EACH OF THE TWO DIRECTIONS. IF FULL SPAN a; BOTTOM .BARS ARE INDICATED ON THE DRAWINGS, A MAXIMUM Ci TWO (2) SUCH BARS SHALL EITHER PASS THROUGH A COLUMN AND BE FULLY DEVELOPED IN TENSION BY WAY OF ACI 318 REQUIRED �•--.. DEVELOPMENT LENGTH OR STANDARD HOOK, OR BE SPLICED IN TENSION WiTH TWO (2) ADJACENT SPAN BARS IN THE DIRECTION UNDER CONSIDERATION, d� it 10. ALL WALLS AND STRUCTURAL SLABS SHALL BE REINFORCED WITH f' AT LEAST' #4 ® 18" EACH WAY, EACH FACE, UNLESS NOTED OTHERWISE. PROVIDE ONE (1) LAYER OF 6x6--W2.9xW2,9 WW.F., UNLESS NOTED OTHERWISE. PROVIDE ONE (1) LAYER OF NN Fk 6x6—W1.4xW1,4 W.W.F. CONTINUOUS IN ALL CONCRETE FILLS OVER THE STRUCTURAL SLAB. 11. ADITIONAL BARS SHALL BE PROVIDED AROUND ALL FLOOR AND ' WAL-L OPENINGS, AS SHOWN ON TYPICAL DETAILS. k.? 12; ALLOW A MINIMUM OF THREE (3) HOURS BETWEEN PLACEMENT OF CONCRETE FOR COLUMNS, WALLS OR PIERS AND PLACEMENT OF CONCRETE ON THE ADJACENT FLOOR. 13,• SEE FLOOR PLANS, SCHEDULES AND SPECIFICATIONS FOR CAMBER REQUIREMENTS, 14. UNLESS NOTED OTHERWISE, ALL MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT PADS SHALL BE REINFORCED WITH AT LEAST ONE (1) LAYER OF 6x6—W4xW4 W,W.F, SEE HVAC, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL REINFORCING REQUIREMENTS OF PADS. c� • 15. CONSTRUCTION JOINTS IN ALL FOUNDATION WALLS SHALL BE NOT . M FURTHER APART THAN 40 FEET IN ANY DIRECTION. ALL CONSTRUCTION JOINTS SHALL BE WIRE BRUSHED, CLEANED AND MOISTENED IMMEDIATELY PRIOR TO PLACING NEW CONCRETE. SEE DRAWINGS FOR CONSTRUCTION JOINT DETAILS, r� 16. PLACE ALL SLABS—ON---GRADE WITH AN APPROVED PATTERN AND � SEQUENCE OF CONSTRUCTION AND CONTROL JOINTS TO MINIMIZE r� ; SHRINKAGE CRACKS. THE MAXIMUM SPACING BETWEEN JOINTS G44 W w } SHALL BE 20 FEET. A SUGGESTED ARRANGEMENT AND DETAILS ARE SHOWN ON THE' DRAWINGS. 17, CONCRETE TESTING WILL BE PERFORMED BY THE OWNER'S TESTING LABORATORY IN ACCORDANCE WITH ACI 301--99 CHAPTER 16, EXCEPT AS FOLLOWS: FOR COMPRESSIVE STRENGTH TESTS OF POST TENSIONED9 STRUCTURES, TAKE ONE SET OF FIVE (5) SPECIMENS FOR EACH 100 CUBIC YARDS OR FRACTION THEREOF OF EACH CONCRETE CLASS PLACED IN ANY ONE DAY, TEST ONE (1) SPECIMEN AT 3 DAYS, ONE (1) SPECIMEN AT 7 DAYS, TWO (2) SPECIMENS AT 28 DAYS, AND KEEP ONE IN RESERVE, Am L•. DRAWN CHECKED DATE C-,CAL JOB NZT. SHEET GE NERAL NOTES 143W. 17 ,, . SAM..Y. PARK, P. E. a, 92 103' Street No. 49 .73ek�onvilie, FL 32210 ST (904)7'77-2771 I OF F,HEE' ,4. , � i'. Slxa � .�. t_tW+nP' ^ s( .•.�.�� � 1sm ��ID'�d' "9�.ti'I � lillllihi� .i� -�! "� '� � ! ^.ire{, i1.`• :1 Narravns PW.^1-r-.:�7• NO. iasr.-24x30•�••• - I ' REVISIONS BY t 1 is d 1) to-BOND BEAMS (0 05 REBAR CONT, A .......... rte..-.......... — --«.«...,...—............. .---............--w— -- —---.. — -.............-----....--.,......._.-- ...rte-.......,...� �........��....... ....��� .��...........— �� -..- ------ —....—...........— 9Jil- LL \� 0 C (1) 05 REBAR IN FILLED CELL a ALL CORNERS, DOOR / WINDOW OPENIw_35 4 W 60' O.G. (TYPICAL) (I) "5 DOWEL w,4811 01C. (TYPICAL) n 4' CONCRETE SLAB •. lvF. L6X6,10/10 W.WM. IDU' -0_,TOP OF SLAB ' 4 a v a o c G a a a 4 c . STLMWALL FOUNDATION . REINFORCED MASONIRY DIAGRAM N.T.S 1- 05 REBAR5 AT TOP OF THE WA LL, USE ' I LINTEL TYPICAL. CONTINuous all6 MIL- IVAPOR �-. B,AF2FZI ER • GILEAN, COMPACTED TERMITE TREATFID FIILL ' s (1) "5 REBAR IN FILLED CELL ALL DOORS, WINC7M5 TYPICAL TURNED DOWN EDGE ALL CORNERS 48111 O.G. ....1... 1 TYP. SCALE; 3/4'•I'-O' 4' CONCRETE 6LA5 _ 466UMEP' � 6X6•,10/10 W.W1"I, 6RAnE --T--x --max xa A. VAPOR I I ,- 6 MIL . �' • �I i Iii I I,., -, - �= I ;'` - 1�=w-,liI,a�l.... 1.1 6.4Rf� ER K' �:. 3-H5 REBARS CONT. • WITH 114 REBARS AT'24" O. C. U d STENT WALL FOO'L'ING SECTION •• - DRAWN SCALE: 3/477= -0» CHECKED DATE SCALE JOB NO. PARK, P. E. r c ,. e4 4 1 ° <� �Q '. t It 103" Street No. 49 `3�tcksonville, FL 32210 ST — . . (904)777-2771 0F SHEET NATIONAL PRINTAA57 NO. 186A•24x06..n 17'-6" 30'-0" I I I I I I 8,_0„ I I ----.---------- ----- -_� I I I I L------ -------.------------ ---- � 1 8'-0" 3,_1 e- 91_ „ 6'-0" 3'-10„ I I I -- I to ❑ i 1 I I o 3asn2020 I J I I I p I I OQ / I I w 411 1 r� Q SCREENED PORCH Ld I ',2 II I 1 I BATH • � �� I I 9 -0 CLG. " I I c I COURTYARD �� I GARAGE 1 MASTER BIEDROOM 1 N, I I I 9'-0" (CLG. ^^ I I I I I -----------— I to 7 BL I I N 0 I I I i� SHELVES I 0I N I I I It I I _ I 0 I A� w I aH. W.H. rn N LIN I I 2068 `i' ----- I I Lr, O N I P R I ��,, o � i w r7 O " "_ I I DRESSING N N 2008 CLG. r, I p N Co I I I I I L 8'-0" CLG. BATH " IN i J I L2O 8'-0" CLG. N, I QC N 101-81) 3 -5" 3 --4 „ 12'-6 „ I Q I WDR i ° KITCHEN N 1 I o8 o W D I 9'-0" CLG. BUNKROOM "' __ N � o 9'-0" CLG. I I I O Q CASED OPENING I I M I p I r n O ^ I o -s" 3 _$ 1 I j I QUIET ROOM N I o .n I �n I I 9'-0" CLG. I LO i I IA-1 8 -0" CLG.co - I � Q_CASED OPENING SHELVES �J CASED OPENING I 3068 o I I UP I UP I I I 04-011 J04 I I Q I a I A—A I A—A I A—A A-301 I FOYER r-I- -r--I- 7 r M A-301 A-301 _00I uj A-301 ' I I I I I I N N N 9 -0 CLG. b I I I I I I I I DOWING I I I I I I I j I —I—_L L_-1—_—L COMPUTER - i p DINING 1 _____ 3 --- Lin o „ 1 (CLOSET caOD CLOSET N N I NO I 5'-0" 4'-5" 6'-10�" 3'_g N I I N-a o `~ I "' I I I I Q I o 2660 2660 I �' N i T-) 1„ N LIVING j 3'_6" 2'-9 9'-0„ CLG. I BEDROOM 1 BEDROOM 2 Ie. I 9'--0" CLG. 9'-0" CLG. I I I I 3050 3050 Q I L I I 4060 4060 I CD I I I I I -- 7'-9" 7'_9" PORCH o I --_._-__._---------------- ----� ____.._-_____---_____. - I I I 30'-0" I I I I I L----I--_-_ ---------------_._.,___ _------ 14'-0" 16'-0" 30'-0" NEW HOME FOR TIM & JEANNE HAMMILL *: AT FIRST FLOOR PLAN SECOND FLOOR PLANTi'i,3 4th STREET • - ��'�, AN3�IC BEACH, FLORIDA 32233 1/4 — 1 -0 1/4 — 1 -0 cr+. , , OF ! . �r I .,, p•FN• .,,,general contractor- CGCO21992 .---_(904) 424-5218 (c) A-1 01(904) 249-3418 (o) ----------- - I I I I r ------ -------- -_—-----------------. --- L—— —. --_.._.--------------------- C14 - N11 I I I I I I I I I I I I I I I I I SLOPE: 4:12 I I I I I I I I I I I I I 18 -0" I SLOPE 4:12 I I I OPEN TERRACE I I I I I I 5'-7� 5,-24„ 3'-42„ 3,-934„ I I I I I I I I I I _ --------------------_._._1 --- I _ 2020 2020 I I I I 1 I I I I CD I T' I I I I I I I BEDROOM 3 --� I - I N r2668 I SLOPE: 12 SLOPE: �12 I j i o 1 I I I F-r-__.r._ I I I � I ENTERTAINMENT AREA ► I I I I I I I I 1 A-A I I N _ _� ---" I A-A A-A A�A I A-301 I I A- 3b1 A-301 I" I � I I I I I I I I I 1 DOWN I N I I I I I I I I I I I I I `" I I I 2'-111„ 2 -11"' 41- 1„ 2' 191„ 2'-71., SLOP: 4:12 I 4 -0" 4 -0 2'-3' 2 2 54 2 4 4'-O„ I I I ! 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(904) 249-3418 (o) -201l 12 ARCHITECTURAL GRADE SHINGLES OVER 30# FELT PRE-ENGINEERED ROOF AND EXTERIOR PLYWOOD R---30 INSULATION TRUSSES `° WINDOW: INSULATED GLASS a (TYPICAL) cp O 12 WOOD BASE co ROOF TERRACE N 4 N I I I ----------- PRE-ENGINEERED FLOORTRUSS L (TYPICAL) I R-19 INSULATION --------- EXPOSED RAFTERS - - , ^,n _ _ f J^ WOOD CROWN ------------ 1 x4 WOOD TRIM CASING �- _�.____--- (TYPICAL @ ALL DOORS ________ AND WINDOWS) I WOOD SHINGLES OVER CD TYVEK HOME WRAP 1/2" EXTERIOR PLYWOOD I----------- 7"¢ AND 2x6 WOOD STUDS @ 16" O.C. I I is I WOOD BASE WINDOW: INSULATED GLASS NL=j Li (TYPICAL) ---------------------------------- ------------i PRE-ENGINEERED FLOOR TRUSS __ 1 /2" GYP. BD. ION WOOD N FURRING STRIPS WITH ------------J '---� RIGID INSULATION! ADHERED ______-..... �__� TO BLOCK 5/8" DIA. THREADED STEEL ROD L W/ 3" WASHER EPDXY IN CONCRETE ------------ WOOD CROWN AT 4'-0" O.C. SPACING ONE AT EACH SIDE ------ FANLITE OVER , OF THE CORNER OF THE EXTERIOR WALLS - LINTEL BLOCK DOOR IL AND ONE AT EACH SIDE OF ANY OPENINGS --------- (GROUT FILLED) --------_ LEI] I OF DOORS AND WINDOWS, TYPICAL UNLESS OTHERWISE NOTED Q o CD WOOD SHINGLES OVER o WOOD SHINGLES OVER WATERPROOFING MEMBRANE TYVEK HOME WRAP o AND CMU 1/2" EXTERIOR PLYWOOD AND 2x6 WOOD STUDS @ 16" O.C. REINFORCED CMU WALL U Lill WOOD BASE FILL WITH GROUT PROVI E 3/4" DIA. ANCHOR BOLTS __._. AT 484 0., IN SLAB AND AT TOP OF THE 8 C.M.U. WALLS -' 4" REINFORCED CONCRE-TE -� SLAB � . SEE STRUCTURAL DRAWINGS OVER VAPOR BARRIER ,4 FOR FOUNDATION DESIGN 3- #5 CONTINUOUS 4 0 NEW HOME FOR TIM & JEANNE HAMMILL A-A - AT STAIR SECTION SECTION �4 REBAR Q 24" 0►.C. - 2'-s _-. . 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I II II I I II II I I II II I I II II I I II II I - I II II I I II II I I II II I I II II I II ii i A � I I II II I STR SIDING I I I I I I � I II II I ' I II II I I II i1 I �-FIBER CEMENT I I I B I I I TRIM II STR II o I I II II BACKER ROD h___--_ ._.� & SEALANT I _ _____---________ I I ' 4x4 P.T. WOOD POST --- -- -------..----I-I ------ ------- ---- II II I I SHEATHED IN FIBER _yFM��JAMB I I I I I I CEMENT TRIM WINDOW UNIT 3'-p" II II I I II II I II II I `i I IIII I dl B II I II �-v-�-TR ---- S--------------------��-�-�~-~-�-- ----- -------------- -- ---- ---------------------- -- --------_------ ��JIIIII IIII IIIIIII PERGOLA DETAIL 1VINDOW JAMB DETAIL THIRD FLOOR SCALE: 1 1/2" 1 '-0" AT LAP SIDING SCALE: 3" = 11-0310 I II II A I I I I STR I I II II I I II II I I II II I I II II I I II II I TYVEK HOUSE WRAP ON EXTERIOR SHEATHING X-CUT ACROSS OPENING, FOLD TO I 6 INSIDE OF ROUGH OPENING AND ROUGH FASTEN TO INT. SIDE OF FRAMING OPENING I I I I I I I I I I II A II I WINDOW NAILING FLANGEI I I STR " (MIN.) METAL HEAD FLASHING I I I TYPICAL LAPPING I I I I I I OF FELT I I ------ --------------------- ----------�.---_ --._.1 I III I L__�- _._.._-------------------------------- ------------------J I WINDOW UNIT iv BACKER ROD & SEALANT 3p'-0" PAINTED SILL FULLY ADHERED WATERPROOFING MEMBRANE PAINTED 1x4 FIBER CEMENT TRIM PENETRATION SEAL PAINTED WD. APRON TYP. NOTE: 1. APPLY MANUFACTURER'S PRIMER TO SUBSTRATE PRIOR TO INSTALLING WATERPROOFING MEMBRANE, SILL NEW HOME FOR TIM & JEANNE HAMMILL AT WINDOW DETAIL 1VVINDOW SILL DETAIL 4 . 113 4th STREET �, ��ATLANTIC BEACH, FLORIDA 32233 SCALE: N.T.S. AT LAP SIDING SCALE: 3" = 1 '-O" _ ` �� I. rp4+°rrl .... �° r� 9d_�c jokindaviedesign FOUNDATION PLAN /411 -- 1'-0G ',rE " '�� , TAop 9"((neral contractor- COG021992 424-5218 (c) A-401 ^� " � .R.L _:(994) 249-3418 (o) 113 �'h 5J- ---_—__---------- -————, I I _ I I I 1 I I r-------------------------- I I r._.-.--__._--__— _---___- I I I I I I �------------------------------- ----------- 1 I I I I I I I I I I I I 1 I I I I I 1 I I I 1 3 I J 30508 I I I I I I I I I ----------- L N I I I I a �/ I I w l l I I I I O // I / I 0 QI II I I I I I SCRtENED PORCH W BTH ° I I M —0 CLG. I I I I 1 �� I I I I I I COUR ARD a ` GARAGE I N / MASTER BEDROOM - ` I I 9'-0" CLG. I I I I � I I I I — -----..__._.-.- — I \ � ( CL I I I I OPEN I TERRACE 1 I O I I I I SHELVES 3 L---iLIN a" w." I I I I I . 2068 1 ------ I I I O I 1 — = P R I a I I I 2 I I DRESSING o 1 9'-0" CLG. "' I I I Q I I 1 I I 1 a 2020 CD C14 LO S'—o" CLG. BATH I I I \o/ toss 8'-0" CLG. I � I � I I I N I N o \ N I 1 1 JWDRI I I N I I I KITCHEN co W D g g'-o" CLG. I 1 BUNKROOM 9'-0" C G. _Q I -- I N I I I I N N I LO w CASED OPENING BEDROOM 3 � I I o I I I I I Zc I 0I / UIET ROOM I I --� I I 9'-0" CLG. I I 2668 I / 8'-0" CLG. zsss I ____ _u_ ,JJ.�(,, I qp 1 I CASED OPENING I_LTTI I tW I $3 N CASED OPENING S11EL4ES 13 \ r— l I — I I I3 I I ENTERTAINMENT I I I I I 3as8 UP I I I ► AREA I I I I 1 / P \ I I o _ —� �I I_ I _I L I N — _ ---N I I _ EOY — —I—T— —I—T-1— C3 N I I N I I 9'-0" CLG. I I ( I I I I N I I I � / I I 1 I 1 1 I I 1 DOWN I 1 N DOWN 1 I N I I �I I I I I I I 1 I � ? J I _----- COMPUTER --- I Q DINING M 9'-0" CLG. CLOSET — CLOSET N I v I I I I I I a I I I I C) / o $ I 2660 2660 I I I I OPEN M I 3 a I I I I Q_ � O I _ N 1 r____-- _ __.____- �.________.� TERRACE I I I � I I I I I I LIVING I I I 1 1 BEDROOM 1 BEDROOM 2 I 9'-0" CLG. 9'-0" CLG. 9'-0" CLG. I I I I I I I I I I I ❑ I I I I 3050 3050 1 O 4060 4060 I I I I ————————— I I I I I PORCH 1 1 I I I I I I I I I I I I II I r------------------------------- I I I ❑ ❑ ❑ 1 L_--_—._..__---__.-----------_- --.-.._.____.._._-________ _� I I 1 I I I I I I I-------------------.___----- ----------_.- FIRST FLOOR PLAN .. SECOND FLOOR PLAN THIRD FLOOR PLAN 1/411 = 1 1-011 1/411 _ 1 1-011 1/411 = 1 1,011 ELECTRICAL SYMBOLS 9 DUPLEX OUTLET qP* GFI DUPLEX OUTLET O RECESSED DOWNLIGHT 0 CEILING MOUNTED LIGHT FIXTURE 6 WALL MOUNTED FIXTURE NEW HOME FOR TIM & JEANNE HAMMILL AT 113 4th STREET CEILING FAN W/ LIGHT KIT ATLANTIC BEACH, FLORIDA 32233 TELEVISION CABLE OUTLET johndaviedesign - A TELEPHONE general contractor- CGCO21992 SWITCH (904) 424-5218 (c) E-1 01 (904) 249-3418 (o)