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Ocean Grove Drive 1838 t;'.. +� ,�� . a U r, ,rk •'!� 9 yS � ^ "s 4 .fir Y."} Ji. �.: T , A ;fir' N. ' i .. A' i •"4 + 'r vR'.'rr ry.r �.' r - r ,R y.r '.iRi ; .<J .s• {�. ;'i: � y. :t r. xlt..y� :Y'X'qF r d •x} "� • . r t 1 .36 t„Y r W. • � _ s ai'�•4, l . 4yds R. 34, 3$'-2 11/16' 62 —$” 23,_1x. a ,a 124.13! DRAIN s ,. 1 V-2 11/16' 26' g' M JY A/G DRAIN -LF F --- ------ L —J I 1 I bs+ ------- ------ + N EXISTING 2 CAR GARAGE LANAI I I I `. F I 3�• �, I RROPOSED 2 STORY HOUSE I I W ,n . FRONT I , ^; W EXISTING HOl13E s NEW. CQNC. : > DECKS TO BE REMOVED UTALIE D I A. ., I I ©RAIN QY W EXISTING CONC. DRIVE r ' TO REMAIN tit ri > P.M . ------------ ---- --------- - NEW CONC. RIBBONS NEW CONC; Z, Aa r� -----_ --___ _ -._-.� -_ - _ _ - _ _�-- - - -- o �. DRAM PORTION OF EXISTING DRAIN CONC. DRIVE TO BE REMOVED a LOT COVERAGE NEW HOUSE FOOTPRINT 1,389 LEGAI.i LOT 32, OCEAN GROVE UNIT NO. 2, k LANAI 285 As RECORDED IN PLAT 50OK'20, RECEIVED :' 411; WAGE 20, OF THE CURRENT PUBLIC ' G; FRONT PORCH 135 REcoRDs OF DuvAL coUNTY, FLORIDA. MAY, : EXISTING DETACHED GARAG 624 2 02 °? 00 x a' 00 EXISTING PAYING TO REMAIN x(94 City of:'Atlan�tio Beach �$s . NEW WAVING 258 8ulldlnd and Zoning . TOTAL IMPERVIOUS 31485 1 LOT 1485 IMPERVIOUS / LOT 46.5(o* 9o' iy0'3 try: .44 City of Atlantic Beach Planning and Zoning Department This approval verifies compliance with applicable y .•^ ,r . zoning ,;ubr+ivision and other local land develn r �yCi pment regulations, but does not constitute apprr I tor the issuance of permits. compliance 1 7 with c!c -a du!'ding Code and all other applicable 11 zv" to,al, ,fi_a and Federal permitting r ,; 1 T L �( must r. ,/erif'! P g equirement:a FBI]] "d by s, ature of the City of Atlantle "a tri' 4. Bc r d! �" Of al prior t a aua a-• c: t 5 ,. o th Build!!g r„i, . nce of a ` srxr� A/ Ig �` Dwem �.• 1 Fit G A "' '`Q4/a24, OQ Q Apprc ,' + . _ Gtc-•� Q3 .15 f , muni Deve o ment rr tt H va 1 e� fhti fi " Date: �S~/U"p?— P 8C r IL A s t831�°QG�AN GROiIE .,R �•' FF � 'I A ���, t�� �� ¢°►��'�I � C � LQR A yy r �'' "'} ; `nom. •r 'k'. tt ',�,P`aP $'�, ' y �`.,�' J;,t'i nJ.+C'77 ji. G .�4'f. i ,• •�T'`'•'-lY ti,'S N.: ? '': i y r :l '.}',. t a-F .{ �/� yh. .Fd Tti d-';j[ y? I�' by �'}� 'Jyy!•.,1. h. - 4 - EXISTING 2 CAR GARAGE 16'--4" 7'-8" 14' 2- 4 HB — — — - _ — — II 'I Li LJ n N I i1) to n co BEDROOM +' 3 II I II 8" FROL210 n u II 00 00 28 - - - - -.- N L ` JI _aATTIC l �CCE88 2'a III II LANAI L_ — J `. T-i 4' BATH • SLOPE �' * 3 Q 0 w '•r OWE I C 16'-4" a0 11'-4" n III J� - 1 OX / ROOF BELOW MICRO I II e 4y 3'-6" 3'-6" L HB , 38' - I ' 2' s'-6" 100 $INK / o 14'-6" 7'--6" r DISP 2" o I ® El 9' 6'_4" 2'-4" 4-110 „ 0 12' o I oo I T $ � 2'-�11" 3'-10• I I PR 050 /> 602 GB 2 Fa 3'7 D I� T- 110 \ o SHOWER 04 _ `° x 10'-2" ^ r N = \ I CURB �� I \ o DINING ICEPANTRY \ ' Q \ 2'-1" 2'-2" I o MASTER"BEDROOM TEMP -' ' N LINEN \ LK IN 3 2'-4" 3' CLOSET I 1+1 TEMP GAS FIRE PLACE 2,d o \ — — — TEMP MASTER B,4TN 4 ENTERTAINMENT i , r /CENTER ;n 7, ?' PASS r I I BATH 8 -10" I TNRU HB M N u - - - - - --1 00 II GREAT R00M 2 N � LINEN E 0 Q N 'L ------ L I I I I I CUPOLIf A - n OPENING I U I R I I I„x 1 I 12'4 I 2.8 I I I I ► MC / I I I I I loo x � I I 3=10' 2'4 UTILITY m 0 I q I I I Z,8 1 6'-4" ® / / 0 18 1 1 1 I /� 1 3'--4" 1 1 I INVERTED 00 r. 5' t--L------- / HIP ROOF I FRAME CONVENTIONAL STAIR PR LOFT y 6 2 h 2„ 16•• 3' 2-6 16" i1 2 _4 I AREA / 3'-5' --� FIX FR IIx BEDROOM w 2 N / 3'-6 T 8 TRAM OVER g 3 3' D 4'-4'� 8 8' 2'� 2'� N 1 12'--4" Ito _4., U-) 4' „ 8' 8' I co COL FRONT POfRCH n n Ret��• 6'-4" ROOF BELOW N ---------------- 4" 8' 8' 8' 1' 3' 25'--4" 12'--8" 24'--8" 13'-4" 38' SQUARE FOOTAGE& F L 0 0 R P L A N S F I R S T F L O O R FIRST FLOOR HEATED 1,389 SECOND FLOOR SECOND FLOOR HEATED 9-Ia9 x:1/4" = 1'-O' U.O.N. DRAW+ ar j I M G I L L I A M : 1'0tAL HEATED 2198 wTE: 03/15/2002 PHONE NUMWR 904 249 0072 Rmsm: LANAI 285 _ FRONT PORCH 135 THE BELL R E S I D E N C E 1838 OCEAN GROVE DRIVE, ATLANTIC BEACH, FLORIDA _ a DUVANG NUUKR OF 6 • ELITE H D M E S INC TWO 1 r 14' 2" N 4" � _ - - - - - - — - -- - - - I ( n 00 I I II I I n u u II 0 SLOPE00 \\ I I12" X 20" MONOLITHIC I I M FOOTING W/ (3) • 3'S CONT. DECOR I TURN OUTSIDE BAR AROUND I I CORNERS 25" ROOF VENT fl U n 16'-4" cD 11'--4" $TEP I I III I II _ lbI / 0 u 2' 2" / 4" CONCRETE SLAB `� p] W/ FIBERME6H ON VISA JEEN 1 I n 61 L / cNo /> I I � I 10'-2" I { I I N I Uro" X 20" MONOLIITNIG n FOOTING W/ (3)• M'S CONT. TURN OUTSIDE BA1R AROUND I CORNERS 25" (12" WIDE • ONE &TORY) L J U-) CONVENTIONAL I FRAME I �r CUPOLA 04L � - - - - - - - II 12" ,X IO" THICKENED -----— J 8L45 0/ 2) • 5'8 CONT. J L — — — — � - I I 6'-a" N n I II I J-- I 2 0{ N I 4" CONCRETE SLAf3 SIL 4" STEPI a W/ FIBERMESH ON viS=EEN 20-2" 12F-4" I ul YZb ppl0 N 25'_4" 12'--$" 3$' FOUNDATION 8c ROOF PLANS FOUNDATION PLAN ROOF PLAN WALE:1/4' = 1'-0" U.O.N. DRAM s' J I M G I L L I A M REVISED: oATE: 03/15/2002 PHONE NUMKR 904 249 0072 RMSED: THE BELL RESIDENCE 5 ' 1838 OCEAN GROVE DRIVE, ATLANTIC BEACH, FLORIDA r DRAMNO NUuBER t�♦ (� ELITE HOMES IND . TH REE ANOD. ALUM VENT WHERE SHOWN ANDD. ALUM VENT WHERE SHOWN _LL1 12 4 � STUCCO REAR ELEVATIOt*s4 RIGHT 511) E ELEVATION .i PR 3030 CUPOLA FIX 3030 FIX I dO iq THIS PITCH AT 2 ND FLOOR ROOF ONLY 12 b V - DECORATIVE VENT 00 12 41- 12 — — — 4 ca w 8 RN[7 COLS, COVERED LANAI WO D COLS. \ FRONT PORCH STUCCO LEFT SIDE ELEVATION FRONT ELEVATION E L E V AT 1 0 N S WALE1/4" = 1'-0" U.O.N. DRAWN By J I M G I L L I A M RNSED: DATE, 03/15/2002 PHONE NUMBER 904 249 0072 REASEO: T H E B E L L R E S I D E N C E , 1838 OCEAN GROVE DRIVE, ATLANTIC BEACH, FLORIDA DRAWING NUMBER OF b E L I T E H O M ES IND . FOUR � � Coean 3 oD v 0, 4 Ilood ^ � � - - - - - - - - - - - - - Ll I n veil. fan ceifan l i u ' II FP I r -- 4L JI I �>pJ II II LED C E N D PLUG U ® 220 VOLT • I .r. I call. I I SWITCH fan RHEOSTAT SWITCH FI I I I I I 3 WAY SWITCH I I I I I I 3 WAY REHOSTAT SWITCH lJ L _ — _ J I LIGHT — � — RECESSED LIGHT WALL MOUNT LIGHT FLOUR. CLOSET LIGHT rg I II I II 4' X 2' FLOUR. LIGHT IIII u I----�� FLOUR, UNDER COUNTER LIGHT OO ner GARAGE DOOR OPENER I ® f 1002V I OO #2 FLOOD LIGHT 3 0 SMOKE DETECTOR food w I ��' I ®� /> 0 CARBON MONOXIDE DETECTOR \ 4ID I&S WATER PROOF PLUG E.F. \ E.F. — — ❑ EXHAUST FAN\ � \ I r�� \ I cell. CEILING FAN / LIGHT \ \ I fan \ I p PHONE= \ I ® CABLE fan ® EXHAUST FAN & LIGHT lite F- UNDER COUNTER FLOUR. + I veil. tail. I I fon LL `1� fan I I I I I -- ---- fan I I a°,® EXHAUST FAN, LIGHT, & HEATER rlite ® I UP ' ' L — — I A/G I I I `""7 ICI - - - _ _ — _ — EJ I I I 1 I 4' X 1' FLOUR. LIGHT FLOOR PLUG go ® CHANDELIER LOCATEER OUPER I I I ' I IIs cell. fan M M I II I I I II � I I flood M floodp — — — #1 #2 E L E C T RI C P L A N S wain I/4" = V-0' U,O.N.1 DRAWN B''' J I M G I L L I A M REVISED; DAm 03/15/2002 PHONE NUu9EN 904 249 0072 REVISED: T H E B E L L R E S 1 D E N C E 1838 OCEAN GROVE DRIVE, ATLANTIC BEACH, FLORIDA DRAWING Numem OF 6 ELITE HOMES INC . FIVE `�3� Oe-av-\ �a�� �� a r A FIBERGLASS SHINGLES ON 15# FELT 7/16" OSB SHEATH. -- STAGGER JOINTS - INSTALL PER CODE W/ MET. SPACERS & 8d NAILS 6" O.C. ® ALL SUPPORTS TRUSSES ® 24" O.C. HDPT2 TRUSS TIE DOWN STRAP EA. TRUSS (USE HDPTD ® DOUBLE TRUSSES) 6" BATT, INSULATION ANOD ALLUMUM TPP4 STUD-TO-PL ANCHOR DRIP P.T. 1X2 P.T. 2X6 FASCIA CONT, BLOCKING CUT BTWN. ® SHEATHING JOINT PERF. VINYL SOFFIT BATT. INSUL. .. 2X4 STUDS ® 16" O.C. (SPIB # 2 ® SHEAR 0 WALLS) UPPER STORY ip WATER PROOF STUCCO SYSTEM STUDS TO LINE W/LOWER STORY STUDS SHEAR WALLS., 3/4" PLYWOOD FLOOR GLUE & NAIL W/ 10d NAIL 6" O.C. ® EDGES & 12" O.C. ® FIELD (7FU d Z� M 0 jz to ) r C) i t C) ISI �0 � , C, uj '• r FLOOR TRUSS ® 24" O.C, PER TRUISS ENGINEER CONT. BLOCKING CUT BTWN. 0 SHEATHING JOINT 4 2X4 STUDS ® 16" O.C. (SPIB # 2 ® SHEAR WALLS) UPPER STORY STUDS TO LIME W/ 6, LOWER STORY STUDS SHEAR WALLS. 7/16 OSB SHEATH. W/ 8d NAIL ® 4" O.C. ® EDGES & BATT. INSUL. 12" Q.G. ® FIELD STUDS MIN. INSTALL PER CODE W/ METAL SPACERS TPP4 STUD-T(O-PL CONNECTOR MIN. 1/2" DIA. "A" BOLT ® 48" O.C. & W/IN 6" OF CORNERS, EA. SIDE + OPENINGS & EA. SIDE 4" CONC. SLAB w/ UF'tNIN(i� & tA. glut 4"' CONC. SLAB W/ OF PL SPLICES 6X6 10/10 W.W.M. ON VISQUEEN P.T. 2X4 PL ON INSUL. GRADE VARIES VISQUEEN CLEAN, COMP., •b ' ,�•• CHEMICAL TREATED • FILL DIRT (3) # 15'S CONT. I _4 f W A L L S E C T 1 0 N WALE: 3/4" 1'-0' DRAWN BY J I M G I L L I A M REVISED: DTC 03/15/2002 PHONE NUMBER 904 249 0072 REVISED: THE BELL RES I D E N C E 1838 OCEAN GROVE DRIVE, ATLANTIC BEACH, FLORIDA DRAWING NUMBER OF 6 ELITE HOMES I N C SIX 1 3� C c ewe Q v- co v-e b f`. 7 n a GENERAL DESIGN CRITERIA: 10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. Codes: _) 2001 Florida Building Code, ASCE 7-98, ACI, ATIC, NDS, AWPA, APA, (Latest addition). 11. All reinforcing details shall conform to Manual of Standard Practice foT detailing reinforced concrete structures ACI 315 (latest edition), unless detailed otherwise on the structural Drawings. 12. All concrete work shall be in accordance with "the building code requirements for concrete". GENERAL NOTES: ACI 318 (latest edition), and "specifications for structural concrete for buildings" ACI 301. o 1. It is the intent of the Designer that this work be in conformance with all requirements of the authorities u having jurisdiction over this type of construction and occupancy. All contractors shall do their work ROOFING: in conformance with all applicable codes and regulations. 1. Roofing shall comply with 2001 FBC Chapter 15. a 2. The contractor shall verify all conditions and dimensions at th.e job site prior to commencing work. 3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, 2. Asphalt shingles shall be designed for wind zone of the structure. � pp y W sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work. 3. Follow the manufacture 's attachment schedule for the wind zone of the structure. 4. These documents, as instruments of service are the property of' the Designer and may not be used or reproduced a w 4. Asphalt shingles shall comply with ASTM D 3151. without expressed written consent of the Designer. 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any MASONRY.- similar situation elsewhere in the work except where a different detail is shown. 1. All masonry work shall be in accordance with ACI 530 / ASCE 5/ TMS 402. 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation w and soil compaction specified in the soil report shall be followed unless additional more stringent requirements are 2. Concrete masonry units shall be A5TMC90-75, hollow load-Bearing Concrete Masonry Units, Type 1, specified. Notify Designer if foundation conditions encountered: differ fTOm soil exploration info Tmation made availableGrade N->, normal weight, with a minimum compressive strength of 2000 psi (f'm-1350 psi). o to the contractor. ~ w 7. It is the contractor's sole responsibility to determine erection pTOCeduTe and sequence to insure the safety of the building 3. Mortar shall conform to ASTMC270 and be of type Mor S. U U and its component parts during erection. 4. Horizontal masonry joint reinforcement shall be galvanized truss--type with 6" lap at all splices and 8. Temporary bracing: placed at every other block course, maximum 16"o.c. Contractors shall be responsible foTall temporary bracing that its required during construction 5. Provide re cast concrete lintels over all openings unless noted otherwise on drawings. to keep structure safe and plumb until the entire structure is in place. Bracing pg • W shown on structural drawings is for the completed structure onlly. Lintels shall be of sufficient size and reinforcement for the given span loading conditions. 9. Verify all dimensions prior to fabrication and construction. FRAMING: 10. Subsurface soil condition information is not available. Foundations are designed for a 2000 psf soil bearing capacity. 1. Chapter 23 of the 2001 FBC building code shall be used foTall wood framing, except as modified Contractor shall report any differing conditions to the Engineer of Record prior to commencing work. by the plans and specifications. CONSTRUCTION NOTES: 2. All wood framing shall be fabricated and installed per ALTC and TPI and National Design Specifications foT Wood Construction. CONCRETE: 3. All framing anchors and connectors, noted an drawings by Simpson or equal. 1. All concrete shall have the fallowing minimum compressive strength at 28 days: 4. All wood members exposed to weather Or in contact with masornry concrete or soil shall be pressure-tTeated. ti slab on grade, footings----------f'c=2500psi remaining concrete-------------f'c-3000psi u7 CO 5. Contractor shall provide all fastening devices necessary and suited for each application. �y Fastening subject to moisture shall be hot--di galvanized to AS'TM153-80. 2. All concrete slabs on grade shall be thickness as indicated on the drawings over minimum 6 mit. polyethylene (visqueen) vapor 9' 9 P 9 No CO co barrier. Such slabs shall be reinforced with 6x6 W1.4 x 1.4 ulwrn lapped 8" at edges and ends in conformance with ASTM-A 185 or N J N Fibermesh Reinforcement with minimum 2" fiber length at 1LRICY complying with ASTM C 1116. 6. All metal connections and fabrications shall comply with A.I.S. C. specifications. W LL � F- C::) 3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a 7. Solid block all joist and rafters at point of support. U) J density o at least 95% o Modified Proctor Maximum Dry Density (ASTMD1557). Fill shall be treated with termite J Mi poison before slab is placereawZ d. f 8. Prefabricated structural trusses shall comply with NFPA National Design Specifications foT C) LL Wood Construction IPI Design Specifications for Metal Plate Connected Wood Trusses and RITC 100. [Y-14 0 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95% of Modified Proctor Maximum r Dry Density (ASTMD1557) for a depth of at least two feet. (2') below the bottom of the footing. 9. All trusses shall be designed and certified by Truss Manufacturer's registered Engineer. J U d- N 5. Where shown, cores of block masonry shall be filled with coarse grout or pea 10. Contractor shall correlate with truss manufacturer to ensure adequate bearing is provided at � Q CO gravel concrete with minimum compressive strength of 2500 psi at 28 days. end reactions o f all girder trusses. = 00 A-615 Grade 40 de oTmed new billet steel r 6. Reinforcing steel shall be ASTM f � p conforming to ACI301, ACI315, ACI318 and CRSI Manual of Standard Practice, 11. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal foT approval. (latest editions). Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's license � N � ) to fabricate trusses utilizing the connector system proposed. YThe contractor shall approve fabrication and a- beams and installation drawings showing size, shape and layout. 7. All continuous vertical and horizontal reinforcing steel in footings, 9' 9' p y Columns Shall be lap spliced a minimum of 36 bar diameters coT 24", whichever is greater. 12. Brace trusses during erection and permanent installation to ccamply with TPI BWT--76. 4.1 8. The following minimum concrete cover shall be provided for reinforcement: 4.4 3"------Concrete cast against and peTmanently exposed to (earth. 13. All prefabricated wood trusses shall be securely fastened to the?iT supporting walls ar beam with 2"------Concrete exposed to earth or weather, #6 Bar and larger. 2"-------Concrete exposed to earth or weather, #5 Bar and smaller. hurricane clips ar anchors. 1 " 1 2 -- -ConcTete not exposed to weather or in contact with earth foT the primary reinforcement, / p 14. At volume ceiling conditions, align trusses to provide a smootih, unbroken interior wall surface from floor to ceiling. ties, stirrups, and spinals in beams and columns. 9. Horizontal beam and footing bars shall be bent 25" around corners Or corner bars with 25" STEEL: lap shall be provided. 1. Structural steel shall conform to AISC specifications for design and fabrication and erection of structural steel for buildings, (latest edition). a. Welded connections--------------------------------- AW5 D1.1 CD b. Anchor bolts----------------------------------------- ASTM-A-307 C. Structural steel shapes, plates, etc. shall conform --------- ASTAII A-36 z II � U � Q z u Cn SHEET: GN MC6 D&eca(\ Gf--ov'e. P STNJOVRAL Nuir4 STUDTABLE BRICK VENEER WITH 1" AIR SPACE STUD SPACING FOR EXTERIOR AND WALL TIES AT 16"oc. VERT, AND AT CEILING No. 2 SPF No. 2 SYP No, 1 SYP 32" oc HORIZONTAL. MINIMUM 12- 16d or I.ALL LAF'5 IN TOP PLATE OF BEARING WAL.L5 SHALL 13E HEIGHT 2x 2x6 x x x x WEEP HOLES 0 48"oc. —jam 16- ,131" x 3" IN THIS A MINIMUM OF 4{-O"AND NAILED WITH I:2- 16d COM 1 3"x .31" SUN NAILS. GALV. FLASHING 1, ZONE (TOTAL) DOUBLE PLATE (NAIL w/ NAILS OR Ib- 6 ft. 16"0c. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. N 2x4 PT SILL w/ SST- SPH4 AT 32" OC. II —I •a 131" X 3" ® 1 6"OC, �•ALL (SABLE P ENDS SHALL BE BALLOON FRAMED OR BRACED PER U>=TAIL. 1/2" x 1p" A.B. AT 32" OC. STAGGERED 9 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 2a"oc. CLEAN COMPACTED FILL w/ 2" x 2" x 1/8" WASHER J. ALL NOTED) ON A SHALL BE NAILED AT �J" at.OR 6"oG. 1 D ft. 1 B"oc. 2a"oc, 16"ac. 24"oc, 16"oc. 24"oc. 4' or GREATER (A5 NOTED)ON ALL EDGES AND 12" cc.. INTERMEDIATE 1 #5 CONT, 8" MIN. SPLICE w/8d COM NAILS N.O.NJ BLOCK ALL UNSUPPORTED 4" CONIC. SLAB 25pppai w/ E176E5 WITH 2x4 FLATWISE BLOGKIN6. SHEARWALL5 SHALL BE 15ld2' CDX OR 1,416"OSB,N.m.NJ FIBERMESH OR 6x6-10/10 WWM 11 ft. N/A 24"oc. N/A 24"oc. N/A 24-oc. 0 4. STRAP HEADER 5TUD5 TO DOUBLE TOP IPLATE w/ LU • -- BLACKING OR SOLID (MIN. (3) 12" +, 4" 2- 2x_ TOP PLATE BLOCKS) NAILED w 4- .131" x 3" 5PH4/6 AT EACH END OF HEADER AND NAIL w/12- IOd 24"oc. 24"oc. N/A 24"oc. =1 I I�III=1 I I I�I I I I, I—' �l' / x 1 I/2 NAILS OR 12- .131"x 2 1/2"SUN MAILS. 12 ft. N/A N/A _ #5 CONT _2x- STUDS NAILED TO EACH NAILS 5, HEADER STUDS AND HEADER GRIPPLE5 SHOULD BE —I —I —I 1= TYPICAL THICKENED EDGE FOOTING OTHER wl .131" x 3" 0 6"oc, NAILED TOGETHER AT b"oc.w/ 12d GUN NAILS( .131x 13 ft. N/A 24"oc, N/A 24"oc, N/A 24"oc. p Ill—III—) I_ CLEAN. TREATED, COMPACTED FILL STAGGERED 2x_ STUDS 3") 5TAS6ERED. CLIP UNIT TO SHOE PLATE WITH 1- — - —' I- SPH4/6 CLIP AND NAIL WITH 12- IOd x 1 112 NAILS LU LU 8" CMU STEMWALL w/ 1#4 VERTICAL 4- .131" x 3" NAILS AT EACH (U.O.N) 14 ft. N/A 16"oc. N/A 24"oc. N/A 24"oc. BLOCK 6,ALL WINDOW AND DOOR COMPONENTS TMJ5T BE DE-516NE:D GRAD Jil—]�— AT 48" DC. ANQ ALL CORNERS, w/ TO WITHSTAND THE DE-616N WIND LOADS. t 5 ft. N/A 16"cc. N/A 16"oc. N/A 24"oc. r ;•� , , 12" HOOK AT SLAB AND 6" HOOK SST-- SPH4/6 zd 1' :. •�•�`. � 10" TOP AND BOTTOM SST- SPH4/8 0 V / W , i' AT FOOTING. ��" T&C STURDI-FLOOR 1INp P AND BOTTOM 1. ALL CONNECTORS ARE Simpson OR EGUAL.(U.O.NJ ' DECKING NAILED AT 6"oc. ZNNUVHT p 16 ft. N/A 16"ac. N/A 12"oc. N/A 16"oc. x ON EDGES AND 12"oc. IN cuT CUT LENGTH SHALL BE 44" ANCHOR BOLT WITHIN 12" OF 8.FOUNDATION DESIGN 15 EASED ON MINIMUM SOIL THE FIELD, USE 6d RING LNAOTH FOR 16" DEEP JOIST CORNER BEARIN6 CAPACITY OF 2PO0 pof. NOTE THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25'AND U ) O 20" x 10" CONIC, SHANK OR SCREW SHANK. CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN. 3 SHEATHING. FOOTING w/ 2#5's CONT. ad COMMONS MAY ALSO BE /9 --- FOR TWO-STORY --•--- USED. LU '---SPF STUD GRADE MAY BE USED ON VOR LESS NOMINAL PLATE HEIGHTS ON SINGLE LU 4" 1'-8 USE 22"x10" FTG. w/ 3 #5's CONT, 00 STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. CLSTYPICAL STEMWALL W/ BRICK VENEER SPAN z MANUFACTURER CONNECTOR NAILING HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR NOTE:IF STEMWALL WALL EXCEEDS 48"CONTACT ENGINEER 12" OF RECORD FqR ADDITIONAL DESIGN REQUIREMENTS. LU LU TYPICAL FRAMING OF CORNERS AND PLATE LAPS SIMPSON LTT20 10-16dCOMNAILS HTT16 518"x81wEDGeANCHOR 5/8"THREADED ROD WITH MIN.12"EMBEDMENT n SND L/ USE EPDXY ANCHOR HTT22 N/A SEE SHEET S-2 FOR SPECS *—+ 2x4 PT SILL w/ SST- SPH4 AT 32" OC. (. LCNCTH ONLY WITHIN SIMPSON HTT15 1&16d COM NAILS 1/2" x 10" A.B. AT 32" OC. P7Og '^'�Z7°'�"' 1" 6" OP EDGE CONCRETE. LTT2O 1!2"x7"WEOGEANCHOR 1/2"THREADED ROD WITH MIN.7"EMBEDMENT end dista=e w/ 2' x 2" x 1/8" WASHER p NAIL w/ // - 10d COM SIMPSON HTT22 32-1164 SINKERS PHDB NIA SEE SHEET S-2 FOR SPECS ¢ 4" CONC. SLAB 2500psi w/ IN EACH END LENGTH a FIBERMESH OR 6x6-10/10 WWM ( TOP AND BOTTOM ) Simpson Strong-Vie SIMPSON PHDB 24-y/a'x 3"5D5 SCREWS > o CSlB AT 32" OC.ILL ,L TRUSS W ---a+ WEDGE ANCHORS SHALL BE"BAWL STUD"OR"KWIK BOLT'OR APPROVED EQUAL > e . ,d, =1 1=1 li I I 1=1 II I' TYPICAL 2-5TORY E XETWEEN FLOOR STRAPPING EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET"OR APPROVED EQUAL a it #5 CONT 3-1 5d COM ® EA. a 11=III—II —III=' SCALE: N T S BLOCK (TYP.) CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 �_ LL I1—I I I—I 11-1 CLEAN, TREATED. COMPACTED FILL w a" CMU STEMWALL w/ 114 VERTICAL r U o GR I=1T- -- AT 48" OC. AND ALL CORNERS, w/ I BOTTOM GF SLAB —3-12d COM (TYP.) Lap in double plate 12- 16d common 16 -0.131"x 3114"gun nails 20- 12d sinkers _ • -• ''"Y I 12" HOOK AT SLAB AND 6" HOOK ++ _ ___ INTERIOR HEARING FOOTING 2x4 BLOCKING ® 24 oc. �+ ++ �� �� �+ �� Q O ■ 'o" AT FOOTING. 3�___ 1 " M�___ _ ___ _ �— 6"o.c. on edges and 12"o.c. in the field with 8d common, 6 o,c, on edges and 12 o.c.in the field with 0.131 x 21/2 4 o.c. on edges and$ ox. In 1 5's CONTINOUS uln nails the field with 0.099"x 2"gunnails 1 --�—# SW-shearwall box, screw shank or ring g W 20" x 10" cork. — PLUMBING WASTE LINE ---SHEARWALL 3"o.c. on edges and 12"o.c. in the field with 8d common, 3"Io.c.on edges and 12"o.c.in gun nails O FOOTING w/ 2#5's CONT. SW(3)-shearNall box screw shank or ring the.field with 0.131"x 2112" R TWO-STORY LU 1'-a" USE 3# 5's CONT. ENC. &PART. ENC. Q TYPICAL INTERIOR SHEARWALL TO TRU55 CONNECTION � BOTTOM OF SLAB M 1/2„or 7/16„ Roof 6„o.c.on all supports with 8d common, ring shank or screw 6„lo.c.on all supports with 0.131„x 21/2„ smooth, ring or zd TYPICAL STEMWALL q” MIN Sheathing, 120 MPH shank,4”o.c. edge nailing within 4'of roof edge and ridges anmular shank gun nails, 4"o.c. edge nailing within 4'of roof edge and ridges Q NOTE:IF STEMWALL WALL EXCEEDS 48"CONTACT ENGINEER INTERIOR HEARING FOOTING w OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. i r ——^ ————��#5's CONTINOUS 4" CONCRETE SLAB w/ PLUMBING WASTE LINE SIMPSON PA 51 EMS. STRAP N 6x6, 1000 WWM OR FIBERMESH REINF. LOWER REBAR AND FOOTING GARAGE SLAB THICKENED EDGE Simpson LSTA30 11 - 10d common in each end(22 TOTAL) LU IF NECESSARY Co as • STEMWALL Simpson LSTA24 9- 10d common in each end (18 TOTAL) CrD W ° • .4- " STEMWALL FOOTING Simpson HTS30 10- 10d common in each end (20 TOTAL) 112 10d x 1-1/2” NAILS EACH END (24 TOTAL) LU 6 MIL VAPOR BARRIER OVER PLUMBING PENETRATIING INTERIOR BEARING FOOTING 4 Simpson MSTA36 13- 10d common in each end(26 TOTAL) 0 0 TREATED & COMPACTED FILL � 8” (1) # 5's CONT. Simpson SPH4 12- 10d x 1-1/2”NAILS Q V- LO Simpson H2.5A 10-$d common TOTAL TYPICAL NON-BEARING STEP >=DOTING Simpson H16 (2) 10- 10d x 11/2 IN RAFTER; 10- 10d x 11/2 IN PLATE 0 NOTE:z OPENINGS TO 5' Simpson LTS12 5- 10d common in rafter and plates 5- 10d x 1 1/2 nails in rafter and plates C\2 ICMDz WIDTH USE (1) 4 ,� „ ~ W SPH4/6 70P 4 Simpson MTS12 7- 10d common in rafter and plates 7-0.148 x 11/2”nails in rafter and plates Q AND BOTTOM U OPENINGS 5' 70 #4 BENT INTO FOOTING AND Simpson LTA1 12- 10d x 11/2" nz¢ REFER TO WALL SECTION FOR TYPICAL ANCHORS 7' WIDTH USE THICKENED EDGE Simpson P D8 24- 114"x 3"SDS screws z OPENINGS LESS THAN (2) SPH4/6 TOP O 1 #5 CONT. 36" SHALL USE (1) KING AND 40TTOM #4 VERT. -TYPICALSimpson - common vi & (1) CRIPPLE SPH4/8 A7 32" o.c. OPENINGS BETWEEN NOTE: (TICAL) 1 #5 CONT. SO - common / 4' CONC. SLAB 2500psi w/ TYPICAL STRAPPING (UNO) LLIFIBERMESH OR 6x6-10/10 WWM 36" - 8-0" NOTES, / SHALL USE (2) KING STUDS ANCHOR BOLTS Simpson HTT22 32- 16d sinkers z _ & (2) CRIPPLES. MAY BE LOCATED PLACEMENT 01= 51MP50N PA51 EMB. STRAP (U.D.N.) AT EITHER SIDE T a F f IF OPENINGS EXCEEDS 8'-0" OF KING STUDS, 1 1/ IN WIDTH SEE PUH. PLATE MUST BE p CONT. BETWEEN � BOLT AND KING STUD ILL GRADE F CLEAN, TREATED, COMPACTED FILL ANCHOR BOLTS --% 15/32" CDX MAY BE USED IN LIEU OF 7/1 fi" OSB C--- ,j � I'`�'i 00 . :...�;• MUST BE WITHIN MAXIMUM TRUSS UPLIFT OF ,., 12" OF LO STUDS KING SPH4's @ 32"oc.TOP&BOTTOM= 865#'s ON TRUSSES SPACED PRE-ENGINEERED TRUSSES AT 24 OC. cc LO LU ANCHOR 1BOLTs �1 AT 32" o.c. SPH4's @ 16"oc.TOP&BOTTOM- MAXIMUM TRUSS UPLIFT OF ROOF SHINGLES OVER 15# FELT Q o TYPICAL FOUNDATION IN GARAGE (TYPICAL) 1640#'sONTRUSSES SPACED CORNICE DETAIL A5 4 M 24"oc. PER BUILDERS SPECS 7/16" OSB SHEATHING NAILED AS PER Q TYPICAL HEADERSTRlAPPING ALL TRUSSES WITH UPLIFT LOADS EXCEEDING160Ws NAILING SCHEDULE JSCALE: 3/8 1'-0'• SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. SEE DETAIL BETWEEN FLOOR STRAPPING HURRICANE ANCHOR AT EACH TRIUSS O Nox 2 o Bts SPF NOTE: o.c. IiON "HARDI-PANEL SHEATHING MAY BE SUBSTITUTED SEE SCHEDULE L) NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING ( ) O CLIP STUDS TOP AND BOTTOM R%16"OSB SHEATHING SPECIFIED WITH A Woc.EDGE %"T&G STURDI FLOOR SHEATHING GLUED >k �34 w/ SST- SPH4 0 32' ox. EXCEEDS 1/2 OF THE EXTERIOR PITCH DO hM USE LING PATTERN.NAIL w/6d GALV.COMMONS at 6"m � 16 1/2' 7/16"STRUCTIURAL ROOF SHEATHINGAND NAILED;w/6d COM OR RING SHANK at 6 pc. z THIS DETAIL. THE GABLE WALL SHALL BE BALLOON FRAMED. ALL EDGES SUPPORTS. (2) 2x_ SYP DOUBLE TOP PLATE' w/ ON EDGES AND 12"ac.IN FIELD. 1/2' x 7' WEDGE ANCHORS U 0 32" o.c. ,+ 0 4' CONCRETE SLAB w/ 2x40UTRIGGIER@48"OC, SST—SPH(U.O .N.) 32 OC. UJI 6x6• 10x10 WWM OR q FIBERMESH REINF. HURRICANE CLIP H-2.5 OR EQUAL CORNICE DETAIL AS O 6 MIL VAPOR BARRIER OVER BLOCKING REQUIRED BETWEEN OUTRIGGERS " U.11 TREATED & COMPACTED FILL @48oc. PER BUILDER'S SPECS 2x_ SPF #2 STUDS AT 16" OCC. Q . + ; , �' SIMPSON A35 (SEE STUD TABLE FOR SIZES LU 42x4 BARGE RAFTER CONT. AND SPACING AT VARIOUS HEIGHITS) ° 2x4 BLOCKING @ SHEATHING JOINT o a 4' FROM GABLE END SHINGLE STRIP +� O zF (2) # sg CONT. 7/16 OSB SHEATHING NAILED 6 oc. ONI EDGES Q I $" V-4" $" NOTE: FOR 2--STORY CONDITION FASCIA & 12"oc. ON INTERMEDIATE SUPPORTS w/ 8cd BOX NAILS (2) 2x_ SYP DOUBLE TOP PLATE ^II d� ui USE 1'-8" WIDTH w/ 3 #5's coriT. UNLESS OTHERWISE NOTED ON SHEARWALIL LAYOUT ty a 2x4 SCAB CONT.TOP TO TOP CHORD OF GABLE END TRUSS TYPICAL INTERIOR HEARING FOOTING CHORD @ 8'FROM GABLE DROPTTOM 31/2 4" CONC. SLAB 2500psi w/ 4" CONIC. SLAB 2500psi w/ J O � 2x_ PT SILL w/ SST-SPH4/6 AT 352" OC. FIBERMESH OR 6x6-10/10 WWM O W � CONT.2x4 SCAB FROM TOP TO , FIBERMESH OR fixfi-10/10 WWM (U.O.N.) � p 3-12d NAILS TYPICAL AT BOTTOM CHORD @ X-BRACING g LK cl�LL 2 x 4 STUDS 0 16' ox. X-BRACING (PROVIDE ADDITIONAL 2x4'5 @ 1/211 x 10" A.B. AT 32'+ OC. � ILL No. 2 or Bt. SPF VERTICAL IF HIGHER THAN 48", ++ ++ - - 2x4 SCAB IF VERT.WEB IS 4" s. r w/ 2 x 2" x 1/8" WASHER k :�'. 4 CUP STUDS TOP AND BOTTOM TO FORM AN'L' SHAPE.) 1 — p ❑ W/ SST- SPH4 0 32" ox. NOT 1/2" x 7" WEDGE ANCHORS TOE NAIL TRUSS To DOUBLE � PRESENT p o� �CzmT #5 CONT PERIMETER BAR 0 32" ox. a" CONCRETE SLAG w/ PLATE w/16d COM @ 8"DC. d � z z CONT.2x4x8'#2 SYP LATERAL ++ w�b u o o o 8 CMU STEMWALL w/ 1#4 VERTIICAL �,o zd Bx6. 10x10 WWM OR BRACE 48"oc, 10 AT 48 OC. AND ALL CORNERS, w/ 4 LU FIBERMESH REINF. @ BOTTOM CHORD OF GABLE , ++ , o S�, w " _ 2x4 BLOCKING 48 oc. END TRUSS +� 4r, y1 Q w W 4' N @ 12 HOOK AT SLAB AND fi HO(OK BETWEEN GABLE AND FIRST 2-2x4 TOP PLATE 20" x 10" CONC. 20" x 10" CONC. W �I a w _• . AT FOOTING. E- Q q �°o 8TRUSS " 6 MIL VAPOR BARRIER OVER + r TREATED & COMPACTED FILL " FOOTING w/ 2#5's CONT, FOOTING w/ 3 #5's CONT. p N Q , �; a LU —SIMPSON LSTA 24 @ 48 Dc. NOTE:IF STEMWALL WALL EXCEEDS 48"CONTACT ENGINEER Z ¢z n Ld rr (2) # 5's CONT, 1'-9" 1'-8" 1'-4" NOTE: FOR 2-STORY CONDITION , OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. SHEET r r W use 1'-6" WIDTH w/ 3 15's CONT. TYPICAL CABLE END ( X-BRA BRNAGCE @ 8-0„Dc. 2x4 STUDS @ 16"oc. SINGLE STORY EXTERRIOWALL SECTION TWO STORY EXTERIOR WALL SECTION SHEE.~1 U) �f TYPICAL INTERIOR BEARING STEP FOOTING K ALL MEMBERS SHALL BE SYP S- 10 z 155IGN L0758: r OORS-E LOAD= 40psf AD LOAD= 15psfRPET or WOOD) DEAD LOAD= 20psf (TILE) DEFLECTION CRITERIA: tf CARPET or WOOD= U480 LL U240 DL TILE= U600 LL U360 DL r ,TYPICAL EISWROOF (AD= Z LIVE LOAD= TC 20psfZ= 3.8' BC 10psf I w DURATION FACTOR: 1.25 DEAD LOAD= TC 7psf ❑ Z� BC 5psf TYPICAL INT 10 L ONE r� - ® ROOF (CONY.FRAME)- V) RAFTER LOAD= 20psf LL r w 10psf DL (!�1 DURATION FACTOR: 1,25 r ^ CEILING LOAD- 20psf LL U10psf DL J DESIGN C J C BUILDING CODE:2001 FLORIDA BUILDING CODE W ❑ 0 WIND DESIGN METHOD:ASCE 7-98 M LL POST BASE w/ (2) 51MP5�ON H6 GLIPS -i BASIC WIND SPEED:120 mph r LL�J BUILDING CATEGORY:11 -+ I WIND IMPORTANCE FACTOR: 1.00 W WIND EXPOSURE:C DESIGN FOR ENCLOSED STRUCTURE 4x4 PT POST ON SIMPBoN ABUWIND PRESSURES ON WINDOWS & DOORS (psf) GLIF5 AT BEAM ABOVE .or USE Enclosed Structure PERMACAST DETAIL- ((TYPICAL) 4 AREAOF OPENING END ZONE INTERIOR ZONE W x Pos Neg Pos Neg Z �J ri I 2) 6PH4'$ 0 to 20 sf 34.2 -45.8 34.2 -37.1 20.1 to 50 sf 32.8 -42.6 32.8 -35.7 I- 50.1 to 100 sf 30.7 -38.6 30.7 -33.6 W 100.1 to 200 sf 29.0 -35.7 29.0 -31.9 ce 200.1 to 500 sf 27.6 -32.5 27.6 -30.5 Q�./� It�JI Base Design Pressure 29.00 GCpi=±0.18 Ll WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR 7/16" OSB or 15/32" CDX r�� NOTE: DOUBLE TDP PLATE BOLTS TO TOP OF FASTENER TYPE FASTENER SPACING(in.) W BEAR, w/ 1/2"A307 BOLTS ® 12" OC. I \ PANEL SPAN a 2 It PANEL 4 ft a PANEL 6 ft<PANEL< 4- 7/8" DW HOLE EACH SIDE OF WEB ( TYP. ) TOP6OF BEAM STAOCEREDDK HOAT 24' � a ft SPAN<2 ft 4- 3/4"A307 REO'D I \ 2 1/2"#6 WOOD SCREWS 16 16 12 9 SNEARWALL5 NAILED AT 6"oc. ON EDGES 2 1/2"#8 WOOD SCREWS 16 16 16 12 . B 14" x a" x 3/8" PLATE AND 12"0cIN INTERMEDIATE 5UPPORT5 DOUBLE-HEADED NAILS WI TN 8d COMMON NAIL5. 10d COM or 12d BOX 12 6 a 3 ^ E14* x 1 1/2"X#8 MACHINE /s" PLATE '/ CL l SHEARWALL5 NAILED AT 3"oG. ON EDGES SCREW IN THREADED AND 12"oc. IN INTERMEDIATE SUPPORTS INSERT L_16 16 16 1z 3/a' cussET 4'-0WITH Sd COMMON NAILS- " � 8'-10 1/2"± I _ MOTE : ,ALL WINDOW6 SHALL A A _ co MEMBER SIZE TABLE - 5E COVERED WITH CD N � � A W12 X 19 5 1/2_x 14" x 1/2" PLATE SHUTTERS FOR WIND w N N B W12 X 19 -/ (.) „/,6 DVS HOLES LL / / (2) SPH4 s -- ANCHOR w/(4)- 5/8" EPDXIED __- -. N ANCHORS /< o� z CV) �Q /�� PROTECTION x + 4 � ❑ was STEEL FRAME DETAIL � ��`� ���' - � ! ! � � w 2Xro FRAMED, WALLS /��j� 100 E-07 0 -t fffJUU . � ' C� Q Y = Uco _ - � Q -- (3) 13/4" X11YS'" LVL W d HT'fi2 a- X IY � TT22W (2) SFH4'$ JLU ju U LU � d) - w w rr 00 (2) 0516 $ --_-. (2) C31ro $O 0 - L 0 / l I I (I I I I I , I / o U � II z «7 7- - HTT16 HTT1ro HTT1ry 4x4 PT POST ON 51MP50N A5U4 I (2) S 'H4'8 v' POST BASE w/ (2) SIMPSON H6 CLIP5 S�IEET. AT BEAM ABOVE or USE PERMACAST DETAIL. (TYPICAL) 2 - 2x12 (TYP) NOTE: ALL LOAD BEARING HEADERS SHALL BE NOTE: ALL LOAD BEARING HEADER5 SHALL BE A MINIMUM OF (2) 2x10 No.2 or BT SYP (U-O.N.) A MINIMUM OF (2) 2x& Na.2 or E3T 5YP (U.O-N,) S �2 FIRST FLOOR SHEARWALL LA%rOUT SECOND FLOOR SHEAfRWALL LA-rOUT