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"r 10 , Di 1-4 w -t- *' '� K VIN Fl MU1, 1CAN W b516NEra INC ( 904) N 02' 32' -1-b'' W 49.1}' TrF TFwTFFF4rr FF FFTTFTFFTTTTT TTF FF FTFF T+TFwFM�.FTFFFFHTFF�.TFFw� . r'rti^dCC1ICIf A10 1 Yl a4P xi,7-r17 E()23 i ` a i KE'ih/C(/t&t1Y PAIDM. t j f . o . . ; • o -- - AA"K t ' � 7rtrr-rr rmTrTk z lla Y-1►TT�Ta.•TFTT yT TF FTTF'T � t, FT ---------FFTFTTT .F►TTF FTTTtF TFFF i No: DATE: REMSION5: t city err 12002 4 H A V N U EOf Atlintic 13Lacll EMS 5 , , •, ding and Zoriing � Q • TI-i� N� N N� S��Y ' � `'. City 01 Atlantic Seacit 8011d �g and Zoning 1 arch i�ctural �i� Ian ASC i-i I Tl CTU SP1 JC^l. - O ^ City of Atlantic Beach I F 1 Pi„nn:n; an:, Zo, ing Department This soc rov.al verifies co ,-,pliance with applicable Gor g, s-bdMc,ion and other local lana This drawing is an instrument of service and the 1t'e: o < ,t e�ui t 5, but does not constitute property of Kevin E. Mullican. and shall aN�-o,� t,r the e of permits. Compliance remain his prWarty. The use of this drawing shall , and all other applicable be rastrieted to the wigind site for which It is e— it a �P .. a. permitting re uirements t� � r~,, e u by 3i ture of the' y of Atlantic pored and publkotian areal is expressly limited to =u g Off c, prior to V is' ance of a such use. inc: .:rmit, j Job No: 02-204 Shsst No: F av nPnt Mector pate: Fat, Soda: Drawn: I Checked: - QIVIN F� , MU[A1IC/\N P� 516NE INC , REMOVE EXISTING REMOVE EXISTING EXTERIOR STAIRWAY. EXTERIOR STAIRWAY. y r -r-- — r—r-i— r F i I I I I I i I II • 1 I t I 1 l I i I I ---- u —_ _— —. ———— - --- t — r/ F*-----rr--- - —ci r-- — ay ------ — — -- - — — j I I I I RETAIN ALL EXISTING SECOND N I - FLOOR WINDOWS AND DOORS i FOR POSSIBLE REUSE. W J 717lIlIlZlIIZ71717171�I�.Zlllll� 1 jF` 1 `L/ / ' I + RETAIN ALL EXISTING ' I PLUMBING FIXTURES EXISTING WINDOWS , FOR POSSIBLE REUSE - ; TO REMAIN AND BE j REUSED. -" - ---------I � ^ 1 IHATCHED AREAS DENOTE ------ ---� +------ EXISTING WALLSTRUCTURE TO BE REMOVED. + ALL FIRST FLOOR FOUNDATION, SLABS AND I RETAIN ALL EXISTING r_� ____��__- I r WALLS TO BE REMOVED. PLUMBING FIXTURES I ��� airy N f I I I FOR POSSIBLE REUSE. ■ O it - .\ _ _ 1 I l I I . EXISTING KITCHEN CABINETS AND APPLIANCES TO REMAIN AND BE REUSED. �I/r1,r 11.■.A / Ile rl,rllru..llrl ,r rl...Il+ll ,lr,lti,l .Il l,ru. II.r,Irl�'w�w 1,�,,I..+Ir llti l,L.nl�-�"Y ,rum, -------- -:�UU1l�' Il1�zoZZ-/ Iz VZ/ iLLi11 1 I I I 1 I I 1 I 1 I I ,` ,I ✓, I li I - , I Ll RETAIN EXISTING AIC I 1 � ,�71� I I �1 RETAIN UPPER HALF OF FOR POSSIBLE REUSE. j n I I I ;"; EXISTING WINDOW FOR l POSSIBLE REUSE. II j l N /✓A ' 1 EXISTING CHIMNEY "� I EXISTING FIREPLACE TO REMAIN AND BE ' I TO REMAIN AND BE / REUSED. I REUSED, UIlIl �. Illl1.rflfll�1I11IlI�I.lIIIl.U11I.11flr�l�llllll I EXISTING WINDOWS 1 v' TO BE REUSED. 1N � REMOVE AND RETAIN ALL EXISTING � I EXISTING WINDOW FIRST FLOOR WINDOWS AND DOORS n- TO BE REUSED. FOR POSSIBLE REUSE. - I 1 , -.+.�.may.—yr__/-.....-. �.-Y- A I —G o-� --------.Y-•----a.Y------- ----------- --------------- -I f -.- _ - d I' _<< ______ ---- --- - -J - i I I 1 1 I I I I I I I I 1 1 I 1 1 I 1 1 I I i l l l l 1 I I _F_1_ r_r_1._ r—� II 1 1 1 1 I I I I I I I I t l l l l l l No: DATE: REVISIONS: ! I 1 I I I ! I I REMOVE EXISTING 1 s t I 1 I I I REMOVE EXISTING I " l i I I I i I I I I EXTERIOR STAIRWAY. I l i I I I t I ! EXTERIOR STAIRWAY. 1 I I I I I I I I I I II I I 1 1 1 1 1 1 2 L�_____ � � ---_.�___ T� I _---------------- -----7I 3 I ( II I II 4 __._..___.._._-----_�.__ ____ --__-----_....,____� • • EXISTING DECK AND EXISTING DECK AND DECK POSTS TO REMAIN. DECK POSTS TO REMAIN. Yl 5 • i p�Moi IT10N This drawing Is an Instrument of service and the property of Kevin E. Mullican. and shall k remain his property. The use of this drawing shall d . be restricted to the origk� site for which it is pr* pored floor � lin 2 5�con� floor Jernol inion Ian pared and publication thereof I. y limited to such use. Jab No: U2-204 Sheet a DatC 012 /2002 Scale: I/,�,,R 11.0.1 Drawn: K m r Checked: . ■ KEVIN 1 MULLICAN PF-151CNFIri INC $ 19'-0" 11'-6" 4'-6" ■ 3'-0" 10'-0" 4'-0" 4"CONCRETE SLAB W/12"x 12"TURNED DOWN EDGE w/(2)#5's CONTINUOUS : 2500 psi W/6x6x10x10 W.W.M.OR FIBERMESH ON 6 MIL VAPOR BARRIER ON TREATED AND COMPACTED FILL. 4"CONCRETE SLAB WITH BRICK EDGE. r --- ^---• --- • -- � 4 1 ua I• I _j I 1 Lo . I iv 1 r. ------------ - ---- -------- ________________ - ---- ---- III I I I I I I I I I T-•- - 1 1 - 1• T I , I 11 1 1 Q .. 1 I I 'I• � 1 E9 1 1 1 r 1 1 I .I 1 � 1 I �• 1 I I 1 1 I .i •I 1 I I 1 1 .• 1 - 1. I 1 1 1 N NI I I 1 i 1 1 N ------- N � _- 1 ________- ----------------________ 4'-0" 4"CONCRETE SLAB WITH BRICK EDGE. 1 ; ;_ -; i i U •. I 12'x 24'CONTINUOUS CONCRETE 6" FOOTING W/3#5's CONTINUOUS& 4 ' . in . I I i . i I i I I 'I I •I ' #4's TRANSVERSE @ 24'O.C.ON Z I 1 1 I I ' ' I •I I COMPACTED SUBGRADE. I .I J . 8"BLOCK FOUNDATION WALL oI i I I I 1 1 1 1 I I a W/1 #5 VERTICAL 48"O.C.. I ---------- 1 1 w____• � I 1 -------- -- 30''x 3W x 12'FTG. I. W/3#5's EACH WAY. 1 1 I I 4 4'-0" 4'CONCRETE SLAB 2600 pU W/6x6x10x10I- j =--------1 I ; W.W.M.OR FIBERMES� ON16 MIL VAPOR BARRIER ON TREATE�AN4 COMPACTED FILL. i L-__ ; ALL DIMENSIONS FOR NEW FOUNDATION I I TO BE FIELD VERIFIED WITH EXISTING �I I 1 SECOND FLOOR DIMENSIONS. o 4 zo . . i i ;----- i c0 1 L _ . _ -_ ---------.-.--------------____—_—_ _.—r.__— -- --------J 1 1 I1 -------------- ---------------� 1 �. __ -------------------------------------------------______________----1- 12"x 24"CONTINU S CONICRETE FOOTING W/3#5's ONTINWOU5& I I• ' I ' ' I ' 2'x 2'x V DEEP CONCRETE FOOTING ' - �. � 1 ' #4's TRANSVERSE ig 24"O.C.ON I I Y I I I W/2#5's EACH WAY. I COMPACTED SUB DE. o I I I No: DATE: REVISIONS: 8"SQUARE PIER BLOCK 8"BLOCK FOUNDATION WALL ' I I I . I W/4" VENEER. 1� W/ 1 #5 VERTICAL I ' ' ' I • ' • I I 1 1 1 I I '--------------------------------1..1 I -__-_ _i -----1--i 4 — -----------r r—,.._ti.^----------4 — 1 ■ ■ 1 I 1 1 I 1 1 PFINOVATION 10'-0" 10'-0" 10'-0" F O THF, HI� NNF55FY ' 5 p EAC_ -� AV, PL-AN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall foun�a�ion Ian be restricted to the original site for which it it pre— such pared and publication thereof is expressly limited to such use. I'_01 Job No: Sheet No: Date:to �� Scale: 11411,l11_011 Al Drawn: Checked: ■ ■ KEVIN , MULLICAN f�� 51GN� 1�� INC 1 35'-0" % (D- -7 4 -74 19'-0" 11'-6" 4'-6" 19'-0" 11'-6" 4--6" ■ NOTE: HATCHED WALL AREA DENOTES NEW CONSTRUCTION. WE T PATO r__---� 6068 SOLID CORE -----r��� (2)2x10 i- - - ------- 1 ROOF 15' 7" I t 5'1- 2'-4" 15'-7" I I 10'-6" BELOW _� " 7A-1 1" 7'4 9'-2" 2'-6" ao1 1 2'-7" 10'-8" 2'-4' 5'-3 I I 5'-3" I I °D A/C#2\I STORAGE 1 1 I 1 11 x V-4" I , 1 (2 12 11 1111 202-WNJI ' ' 3060 DH 2668,FRENCH 2640 DH I I ; (3)P640 DH ' 12080 SLIDING7FRENCH I j \ 6'-8"CLG 6'-8"CLG (2) 1 /4"x 11 /a"LVL IN �� �� ---- --{ I I x co 1 ¢ I of aj s \`\ i'/ 6'x 4'co \� �i TUB I J I [� 1 GUESI� i col i _ FAMILY ! BATH i °1 GUEST i 7N \�\\ ��'� � MASTER MASTER x 9'CLG 1 9'CLG I ! 9'CLG j " '�; --- r7 ` i p0 BATH 5'-3 I CLOSET I Nr MASTER cL EX NG CLG EXISTING CLG ! I I r� CA .� ! 2468 I ! I ���/ VAULTED \\\� 2068 PKT I z HO R I X N - 7'-6" 8'-1" '-5" V-6" 10" 3 1'-3" I cv = �' \� 00I in L!J N 11111F -- q i \ ILL --------- N `y I 146 ! I "{ STEP DO N \ S T 7'-10*CLG L _ r T-10"CLG LINEN I BEARING WALL t Uri 2868 I --- 1'_ • POW ----- I 1 = I W H 1 j of r---- ------------ ------- ----1--+---- __, a �UNDE4 I p o T SLO T I EXIST- \ i r I REF ENTRY :�'I l m =lieI I _ ; NEW EXISTIN STOOP FOYER 1 3 , nuc C3 BEDROOM #3 o SITTING 3'=a" - -�- - CABINETS--- CABINS ' `y 9'CLG - I 9 CLG - o N 9'CLG I I I i N I I _ N 1 NEW I O w 1 JEXIST 1 ISLAND I --- I 1 _I M N 0 NEW KITCHEN 1 I o CAB —Y4—" PANTRY 7-SLOFE TO 8--6" j -t t}Nfl �( ¢ _ 2668 2068 _ _.._.. �2 1 x 11 _ _ ___ = 2 2668 � I _ \------�\ '� �� "- EXIST -- j DOWN Y UP ! 0 z I? \\ \\ I EXIST. N fl N a o `\ \\ I I DW ISI I� iv ----- -a OII I I 'n 0 9--6" 61111-F2" 4--10" 3'-7'- : '-1" 5 " - I E) r� r N O N O r -----_�I X O I I In�G G n� 6068 FRENCH �l I 1 N Z� = I N joj RELOCATED ---_ -- (EXISTING) (2)2068 2668 I 2068 _ ---------a I u I'nl CABINETS cn Nr I II Nr w - �� Al C, IJ15 5 r N 11 1 LINEN I � I I rI���T r�o �� S�CoNV rl.00?, Al C' 115 5,r o j eo I LIVING o DINING j EXISTING 03 r 9 ------ Al, 260 `t CLOSET Q ! I °° OFFICE ! BEDROOM #4 i I N 9'CLG z I 9-CLG N I I I I p r I II ----- - -------- ! ___--- 2I - 5ro �l �6 5r NCLOSET m N /L__._----------------..________�R _��__T � 57< PK05, 2�0 5r, M � i � /�� ISI w �i I I LU k I I co 200 5,r 1 I �Xi51". IN � I I (2)2x10 I (2)2x10 ' �' i _ _ _ i N IOU 5.r. 6080 SLIDI G FRENCH - - _ �J TOTS 5'r'I j246 5f, 1 (2)3060 DH 6068 SLIDI G FRENCH 6068 SLIDING FRENCH 6068 SLIDING FRENCH 1 1 4'-11" 5'-9" 7'-1" 7'-5" 4'-10" 8'-1 10'-8" 4'-10' 14' 6" 1 NEW EXISTING o No: DATE: REVISIONS: I EAST I o DECK DECK I 1 PATIO 0 --------------- I I I� 4 ■ M I 1 I PF NOVATI ON 10'-0" 10'-0" 1 o'-a" For,, 30'-0" THF,I F, H rM Av. PLAN5 This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- first floor plan 2 second floor lin pared and publication thereof is expressly limited to A2 x_./'�C: I/4" = I'-O" 5C;/+L�: I/�?" � I'-�" �`�, �+.U�.3'�1�' �•'��,� such use. --* lj. , Job No: 02-204 Sheet No: ti��C.t rF r'r Date: 812512002 NOTE: ALL NEW LOAD BEARING HEADERS r Scale: SHALL BE (2) 2x10 No. 2 or BT (U.0-N.) . Drawn: A2 Kl,M, Checked: ■ ■ 11!!11!1{ i ■ ■ MULLICAN INC , NEW 2 x 8 FRAMING @ 16"O.C. I 1 I I 1 I I I 1 1 1 I 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 I 1 1 1 1 1 1 1 1 I 1 I I 1 1 1 I 1 I 1 I 1 I 1 1 l 1 l l l l l l 1 o ci o 6 o 1 � In o 1 1 1 0 N \ CONVENTIONAL I + + , 1 CL \ / ! EXI NG FLAT ROOF 17— UP _ _ r,r,_,_, _,_._._,r,_._. ._._.r,_._,_,_,r.r, —_—__-{ FRAMETHISAREAW/ I ----2"x 8'collar ties70 FtPMAIN. � � i1 F- U) yr _ _,_ r _ —,_� @16"O.C.� -,_._,r, Q,r,_, ..,_,r,_,_,r ,_, /' \ NAILw/(8).131"x3YA" NEW HIPR90F, \\ I I 1p L__ ____-___ r / _ r r _ _ _ r._ _ r \ NAILS = CONVENJ�NAL \ r-� r--------- 1 z .' 1 J t•--------- 1 1 N FRAM HIS AREA W/ \ ' i i La ,_._,—,r,_._,—,—,_,_,_,r,r,......r,_ ! ' _ r,_,_ _,_ r _ _ _ \\ 2"x1�"RI[7GES&2"x8" \\ I I ; I X / \ @ 6" \ 1 w (3)2x6 BUILT- �i'—'r._._._,r._._._._.r,_._,_,r.r,_._,_,_,_,_.r,r,_,_ ,_,_ // \\ R ETERS 1 O.C. \\ II I I LJ DOUBLE JOIST ......r._._. _,_, r._._._._ I 11 LLI CONVENTIONAL ----_ _ .................. _. ------ FRAME II THIS AREA W/ I I I C:) U �I j OPEN FOR ----- ; p U 2"x 8"ceiling joists It J,_,_,--- M�Q,r,r _ I STAIRWELL _ _ _' i. 1.0 _,r,r,_._,r _._._,_, r._. 16"O.C. 1 O N I X DUCT 1 ; Q N ------ -- I I z 1,_ _,_,_ �r(R.,_,--_,.-1M rj ', _ _,_,—._.r"_,.Qr, � r _ _ r _ _ r _,_ _ _ DOUBLE 1 ii I I � x Ir � --------'� �- 1 ~' � � - - - -,~ r ,..~ ii I I 1 W N -._------- --- ----- ------ter--J � �.,, ' I l l I l I I I I I I 1 , r-------4 1 J L_-_r�__1.1 1 cfl 11 cr„r, ,0r,_,—.r._._....... ....... I 2xbJOI�TSA16"&C I I I I I 1 ii j I jl = N ' ——1 _ (2) 1 3/a"x 16 LVL i i x (3)2x4BUILT- 1 i \`______--�F4 ENTIONAL SONn�ETHAREAW/ G� I11 I kq— I- I 1 " RIDGES &2"x8" I - 1110 EXISTING HIPRO�F 1 2 RAFTERS @ 16-O.C. I1 I x TO REMAIN.04 I 1 �J_,_ _ r,r _ _ rr�� _ �.�' 1J _ r•r _ _ L,.fJ_ rrr�� � JLJ VLLJ ' l/ IIII1 fr�min Ian `� 1 I \`�' �o xI�I" I 1x 1 1 , ' I � I , \ Gr� :S'j• O��'i /EXIST. LJ CY7_. r. RIDGE _,TI�' i i O EXISTING HIP(ROOF z; j I I TO REMAIN. I11 I 1 X 1 I ' Lj W I ------------------ ------- Xlj�------ I I 1 W + i lI EXISTING SHEATHING i w1 I I I I 1 1 r, 1 I I ------,',� _ ,�,_,_, I EXISTINGr „' EXISTING SECOND FLOOR EXISTING EXISTING 11 1 1 I C.7 - Cj LL,! _ _,_ r _ _ _ r _ _ r,r _J I u EXISTING FLOOR SYSTEM 1 EXISTING DECK FRAMINGI II co TO REMAIN. � it No: DATE: REVISIONS: �1 _J -----=---------—-----------------—-----------------� NEW 3/4>, T&G SHEATHING OR . ■ !I 1x4 No.3 SYP NAILED w/ (2) ii 10d COM AT EACH JOIST INSTALLED ii AT 24"oc. P\,� N o vk r I O N tl ii NEW 16" TJI PRO 350 FLOOR JOIST ii AT 16"oc. i NEW 2x6 FRAMED WALL ii ii NEW SIMPSON CS16 STRAP / F IMAM I NG ( 48" LONG) INSTALLED AT r,L AN 32"oc. NAILED w/ (1 1) 10d IN EACH STUD (TOP & BOTTOM) This drawing is an instrument of service and the property of Kevin E. Mullican. and shall NEW %6" OSB SHEATHING remain his property. The use of this drawing shall Plan �,�ti,, �,'�alri���rbe restricted to the original site for which it is pre- floor frarninq lan floor framircldetail 2 roof fram inq lan pared and publication thereof is expressly limited to � such use. 5CALS: 1/4" - I' L ` ,1. .. . %,� Job No: C)2-20.1 Sheet No: 1 0It!e Date: B/I�?/7002 Scale: I/4 - 11 1 _0 0�; 5A,4 Drawn: �� •. �. �r ?-' Checked: ■ ■ i 0 GENERAL DESIGN CRITERIA: 10. Contractor shalt provide spacers, chains, bolster, etc., necessary to support reinforcing steel. (� Codes: Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. 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 for detailing reinforced concrete structures ACI 315 (latest edition), unless detailed otherwise on the structural Drawings. C!� GENERAL NOTES: 12. All concrete work shall be in accordance with "the building code requirements for concrete". ACI 318 (latest edition), and "specifications for structural concrete for buildings" ACI 301. r 1 1. It is the intent of the Designer that this work be in conformance with all requirements of the authorities 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 shalt comply with 2001 FBC Chapter 15. a 2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. !� 2. Asphalt shingles shall be designed for wind zone of the structure. 3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, 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 ma,,,y not be used or reproduced 4. Asphalt shingles shall comply with ASTM D 3161. without expressed written consent of the Designer. p g p y 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 ASTMC90-75, hollow load-Bearing Concrete Masonry Units, Type 1, Z specified. Notify Designer if foundation conditions encountered differ from soil exploration information made available Grade N-1, normal weight, with a minimum compressive strength of 2000 psi (f'm=1350psi). W to the contractor. 7. It is the contractor's sole responsibility to determine erectionprocedure and sequence to insure the safety of the building 3. Mortar shall conform to ASTMC270 and be of type M or S. and its component parts during erection. 4. Horizontal masonry joint reinforcement shall be galva�.ized truss-type with 6 lap at all splices and 8. Temporary bracing: placed at every other block course, maximum M"o.c. Contractors shall be responsible for all temporary bracing that is required during construction • to keep structure safe and plumb until the entire structure is in place. Bracing 5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings. W shown on structural drawings is for the completed structure only. 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 for all 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 woad framing shall be fabricated and installed per ALTO and TPI and National Design Specifications for Wood Construction. CONCRETE: 3. All framing anchors and connectors, noted on drawings by Simpson or equal. r.,.., ,1 1. All concrete shall have the following minimum compressive strength at 28 days: w LO slab on grade, footings--- f'c2500psi 4. All woad members exposed to weather or in contact with masonry concrete or soil shall be pressure-treated. X CD remaining concrete------------ f'c=3000psi Tn O U.) 5. Contractor shall provide all fastening devices necessary and suited for each application. o Fastening subject to moisture shall be hot-di galvanized to ASTM153-80. 2, All concrete slabs on grade shall be thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor 9 .7 p 9 � o � � barrier. Such slabs shall be reinforced with 6x6 W1.4 x 1.4 wwm lapped 8" at edges and ends in conformance with ASTM-A 185 or T- J N Fibermesh Reinforcement with minimum 2" fiber length at 1LB/CY complying with ASTM C 1116, 6. All metal connections and fabrications shall comply with A.I.S.C. specifications. F--) LU LL sand free o debris and other deleterious material. Fill shall be compacted to a 7. Solid block all joist and rafters at point o f support. ~ _ J 3, Fill under concrete slabs shall be clean fr f p U) J X density of at least 95% of Modified Proctor Maximum Dry Density (ASTMD1557). Fill shall be treated with termite Mi poison before slab is placed. 8. Prefabricated structural trusses shall comply with NFPA National Design Specifications for p Z LLLL Wood Construction IPI Design Specifications for Metal Plate Connected Wood Trusses and AITC 100. 0� Q 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95% of Modified Proctor Maximum >- Dry Density (ASTMD1557) for a depth of at least two feet. (2') below the bottom of the footling. 9. All trusses shall be designed and certified by Truss Manufacturer's registered Engineer. J U 5. Where shown, cores of block masonry shall be filled with coarse grout or pea gravel concrete with minimum compressive strength of 2500 psi at 28 days. 10. Contractor shalt correlate with truss manufacturer to ensure adequate bearing is provided at ao end reactions of all girder trusses. _ rA LO -If6. Reinforcing steel shall be ASTMA-615 Grade 40 deformed new billet steel 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 for approval. C) � (latest editions). Design notes to include the rated load capacity of the truss to truss connectors, and manufacturers license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and CLC 7. All continuous vertical and horizontal reinforcing steel in footings, beams and installation drawings showing size, shape and layout. columns shalt be lap spliced a minimum of 36 bar diameters or 24", whichever is greater. 12. Brace trusses during erection and permanent installation to comply with TPI BWT-76. 8. Thefollowing minimum concrete cover shall be provided for reinforcement: 3 ,------Concrete cast against and permanently exposed to earth. 13. All prefabricated wood trusses shall be securely fastened to their supporting walls or beam withr 2"------Concrete exposed to earth or weather, #6 Bar and larger, hurricane clips or anchors. W"; "'', ,,f'' 2"------Concrete exposed to earth or weather, #5 Bar and smaller. 1 1/2"--Concrete not exposed to weather or in contact with earth for the primary reinforcement, 14. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling. ties, stirrups, and spinals in beams and columns. _ , STEEL: v. c 9. Horizontal beam and footing bars shall be bent 25" around corners or corner bars with 25" 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 �,���� a. Welded connections------------------------------ AWS D1.1 b. Anchor bolts----------------------------- ------ ASTM-A-307 � c. Structural steel shapes, plates, etc. shall conform -- --------- ASTM A--36 z U > I c ki fav. SHEET: .................. BRICK VENEER WITH 1* AIR SPACE 2117= "jo STUD TABLE AND WALL TIES AT I 6"oc. VERT. AND AT 32* oc HORIZONTAL. 314' T&G STURDI-FLOOR CEILING No. 2 SPF No. 2 p No. I SYP WEEP HOLES 4 45 MINIMUM 12- 16d or HEIGHT 2x6 XT 2xG __F_- oc DECKING NAILED AT 6'ac. f 1.ALL LAPS IN TOP PLATE OF BEARIN&k1ALL5 5RALL BE 2x4 xG GALV. FLASHING ON EDCES AND leoc. IN cur CUT LENGTH SHALL B9 44" 16- .131' x 3" IN THIS A MINIM"OF 4-Op AND NAILED"T�4 12- I&d COM 2x4 PT SILL wl SST- SPH4 AT .32* OC. THE FIELA USE 6d RING IVR 16" DEEP JOIST ZONE (TOTAL) \� IDOUBLE PLATE (NAdL wl NAIL5 OR I&- 3'x .1.50 &UN NAILS. a ft. 1 6.QC. 24*oc, 16"oe. 24'oc. 16'oc. 24"oe. SHANK OR SCREW SHANK .131" x 3" 0 16"oc. 2.ALL OABLE EUDS 5HALL BE BALLOON FRAI-ED OR 112' x 10' A.B. AT 32' OC. 8d COMMONS MAY ALSO BE 0-00 STAGGERED BRACED PER DETAIL. 2' x 2' x 1/8' WASHER USED. 00 4' or GREATER 3.ALL 5HF_AP4,VU5 5HALL 5E NAILED AT 3'oc..OR 6'oc. 9 ft. 1 6,0C. 24'oc. 16"oe. 24*oc. 16"oc. 24'oc. a 000 MIN. SPLICE (A5 NOTEV)ON ALL EV<-,E5 AJV 12'or- INTERMEDIATE 10 ft. 16,0C. 24"oe. 16"oc. 24*oc. 16"0C. 24'oc. _j 4" CONC. SLAB 2500psi wl "/5d COM RAIL5(U.O.N) BLOv_-K ALL UNaPPORTED _j FISERMESH OR 6x6-10/10 WWM CLEAR Ev&E-5 kITH 2x4 FLATY41SE eLOt-KIW_�, 5HEAR41ALL5 6 SFAN 5RALL fe 15/32*CV.X OR 1/16"055.(U.014) 11 ft. N/A 24oc. N/A 24'0e� N/A 24oc. Lj ---17 .4 U) - 4 Z- 2x- TOP PLATE BLOCKING OR SOLID (MIN. (3) 12- 4.STRAP HEAVER 5TUV�5 TO VOUDLE TOP PLATE"I 7- �ij 11- 11 BLOCKS) NAILED wl 4- 131" z 3* 5PH416 AT EAr-H EN10 OF HEADER AND NAIL K/t2- 10d 24'00. 24"oc. 24"oc. #5 CONT NAILS x I V2 RAIL5 OR t2- .131"x 2 V:2'CAM NAILS. 12 ft. N/A N/A N/A ul 2x- STUDS NAILED TO EACH 5.HEAVER 5TUP5.4V IHEAL:eR CRIPPLE5 SHOULD 13E z OTHER wl .131* x 3" 0 6*oc. AN., 24oc. a CLEAN, TREATED. COMPACTED FILL 2x- STUDS 14AILEP TO&ETHER A%T v4 12d CAM NAIL5( 0Ix 13 ft. N/A 24*oc. N/A 24'oc. N/A P STAGGERED U) 8* CMU STEMWALL wl 1#4 VERTICAL E�D 3')E�TAOC-Bx,EV. C-LAP UNIT TO SHOE PLATE"TH Uj I-5PH4/6 CLIP AJAP NAIL"TH 12- 10d x 1 1/2 NAILS 7) GRADI ///,4 .131* x 3" NAILS AT EACH (U.O.Nj 14 ft. N/A I 15,0C. N/A 24*oc NIA 24"oe. 0 AT 48" OC. AND ALL CORNERS. Provide minimum I' BLOCK I >_ 1. .. end distance 6.ALL NINDO"AND DOOR COMPONENTS�1)5`r BE DE516NED z < 1 - 10 12* HOOK AT SLAB AND 6" HOOK NAIL wl It - 10d COM SST- SPH4/6 0 ST- SPH4/6 0 TO"TW?TAND THE D15616H HIND LOADS. 15 ft. N/A I 5"oc. N/A 16.oc. N/A 24*oc� Li jr AT FOOTING. TOP AND 1307709 > IN EACH END LENGTH N/A P AND BOTTOM 20' X 10* CONC, TOP AND BOTTOM Simpson Strong-Tie �r---ANCHOR DOLT WITHIN 12* OF -7.ALL CONNECTORS ARZ 51mpson OR EGzUAL.W.O.N.) 16 ft. N/A N 1 0 --- FOR TWO-STORY --- CS16 AT 32" OC. CORNER 5.FOUNDATION DE-51614 15 13ASF-P ON MINIMUM 501L NAI 21_ 4 CB S31 >_ FOOTING wl 2j5's CONT. USE 22"YIO* FTG. 15EARINO r-APA64TY OF 24)00 psf. NOTE THIS TABLE APPLIES TO STRUCTURES VATH MEAN ROOF HEIGHT LESS THAN 25 AND LL T-YF1 CA 5TEMHA 'I K _R wl 3 J5's CUNT. CONSTRUCTED IN WIND ZONE OF 120 MPH ORLESS AND MIN. Y8'SHFATHING. P AL CONTACT EN� GINEER I L M LL LL�CEE S48 T-(PICAL 2-5TORY 5ETkiEEN FLOOR 5-TRAPPINO SPF STUD GRADE MAY BE U�LO ON 8 OR LLZ'S NOMM PLATE HEIGHTS ON SIN(3LE �NO T E.I�FE WA W L ST 0 0 L ESIGN REQUIREMENTS. STORY AREAS OR THE SECOND FLOOR ON TWO STORY 41AS, 0 F REC�ORD FOR�ADD/I�TID� SCALE: N T 3 z 2x4 PT SILL wl SST- SPH4 AT 32' OC. 0 1/2' x 10* A.B. AT 32* OC. MANUFACTURER CONNECTOR NAILING PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR LU wl 2' x 2' x 1/8* WASHER Li 8'�%(EDOE ANCrIOR 4' CONC. SLAB 2500psi BOTTOM OF SLAB SIMPSON LTT20 I CI-1 Gd COM NAILS HTT16 5181 THREADED ROD WITH MIN.10"EMBEDMENT FIBERMESH OR 6x6-10/10 WWM 9 M! INTERIOR 13EARJNG FOOTING U-5Z EFOXY ANCHOR HTT22 NiA 5/8'THREADED ROD WITH MIN.I Cr EMBEDMENT --------- SIMPSON RTT16 I 16d COM NAILS �Rp ONLY WITHIN t2,1 J5's CONTINOUS 6' OF EDGE CONCRETE LTT20 ANCHOR 1124 THREADED ROD WITH MIN.6*EMBEDMENT IQ 1-1 LU z #5 CUNT PLUMBING WASTE 1JNE TRUSS SIMPSON HTT22 32-16d SINKERS �1. PHD8 NA 7/8'THREADED ROD WITH MIN.IYEMBEDMENT 4 CLEAN, TREATED, COMPACTED FILL 2 0 8- CMU STEMWALL wl 1j4 VERTICAL /-3-16d COM (9 EA. SIMPSON RIDS 24-/4x XSDS SCREWS Lu GRADG 1=1 I 1=1 BLOCK (TYP.) T-1 TLI-1 AT 43" OC. AND ALL CORNERS, wl < 0 12* HOOK AT SLAB AND 6* HOOK WEDGE ANCHORS SHALL BE"RAWL-STUD'OR"KWIK-BOLT*OR APPROVED EQUAL 10" AT FOOTING. -3-12d COM (TYP.) EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET'OR HILTI"HIT'OR APPROVED EQUAL 4' BOTTOM OF SLAB r INTERIOR BEARING FOOTING 2x4 BLOCKING (D 24"oc. ---------Ozzz- CONNECTION TYPICAL NAILING ALTERNATE NAILING I ALTERNATE NAILING 2 20* X 10' CONC. 0 FOOTING W/ 2#5's CONT, FOR TWO-STORY 12*1 Uj USE 3 0'3 CONT. -------- 7 #5's CONTINOUS TYPICAL 5TEHkIALL Lap in double plate 12- 16d common 16-0.131'x 3 1/4'gun nails 20- 12d sinkers PLUMBING WASTE LINE -SHEARWALL NOTE:IF STEMWALL WALL EXCEEDS 48"CONTACT ENGINEER LOWER REBAR AND FOOTING Vo.c.on edges and 12"o.c. in the field with 8d common, 62 o.c.on edges and 12"o.c. in the field with 0.131"x 2 1/2' 4"o.c. on edges and 8"o.c. in OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. IF NECESSARY SW-shearwall box, screw shank or ring gun nails the field with 0.099"x 2"gun nails r TYPIr-AL INTERIOR 5HEARk4ALI_ TO TRU95 CONNECTION 0 4* CONCRETE SLAB wl 3"o.c.on edges and 12"ot. in the field with 8d common, 3 o.c. on edges and 12'o.c. in gun nails 6xG, 1Ox10 WWM OR Li FIBERMESH REINF. SW(3)-shearwall box, screw shank or ring the field with 0.13 V x 2 1/2' 0 ENC. &PART. ENC. 1/2"or 71l 6'Roof 6'o.c.on all supports with 8d common, ring shank or screw 6'o.c.on all supports with 0,131"x 2 1/2'smooth, ring or 4*4 ........------ SIMPSON' PA 51 EMB. STRAP Sheathing, 120 MPH shank,4'o.c. edge nailing within 4'of roof edge and ridges annular shank gun nails,4"o.c. edge nailing within 4'of roof edge and ridges 6 MIL VAPOI NOTE. Li TREATED & COMPACTED FILL OPENINGS TO 5' GARAGE SLAB THICKENED EDGE 0 R BARRIER OVER 0 Le (1) 1 5's CONT. WIDTH USE (1) co SPH4/6 TOP STEMWALL U) OPENINGS LESS THAN @ NOTE-."�11 36- SHALL USE (1) KING AND BOTTOM STEMWALL FOOTING & (1) CRIPPLE OPENINGS 5' TO Simpson LSTA30 11 - 1 Od common in each end (22 TOTAL) OPENINGS BETWEEN 7' WIDTH USE 36* - a'-o* (2) SPH4/6 TOP Simpson LSTA24 9- I Od common in each end(18 TOTAL) CY) LU SHALL USE (2) KING STUDS AND BOTTOM & (2) CRIPPLES. SPH4/6 AT 32* ox. LJ (U.O.N-) NOTE. (TYPICAL) Simpson HTS30 10- I Od common in each end (20 TOTAL) 12- 10d x 1-1/2'NAILS EACH END(24 TOTAL) IF OPENINGS EXCEEDS 8*-0' TYPICAL STRAPPING (UNO) C\1 REFER TO WALL SECTION FOR TYPICAL ANCHORS IN WIDTH SEE PLAN. NOTES: A Simpson MSTA36 13- 1 Od common in each end (26 TOTAL) CHOR BOLTS 1 #5 CONT. AN Simpson SPH4 12- 10d x 1-1/2"NAILS 011 �0 MAY BE LOCATED I,- 4* CONC. SLA13 2500psi wl OF KING STUDS, 4 Simpson H2.5A 10-8d common(TOTAL) AT ETHER SIDE 0 PLATE MUST BE Lo z FIBERMESH OR 6x6-10/10 WWM CONT. BETWEEN #4 BENT INTO FOOTING AND Simpson H16 (2) 10- 10d x 1112 IN RAFTER; 10- 10d x 11/2 IN PLATE E-4 z BOLT AND KING Li STUD THICKENED EDGE Simpson LTS12 5- 1 Od common in rafter and plates 5- 1 Od x 11/2 naiI5 in rafter and plates 01 -t U) z C0 0 0 ANCHOR BOLTS #4 VERT. -TYPICAL- Simpson MT812 7- 10d common in rafter and plates 7-0.148m x 11/21 nails in rafter and plates MUST BE WITHIN 12' OF KING 1 j5 CONT. Simpson LTAII 12- 10d x 11/2" STUDS GRA AI 11 - 1 11 A'l impson PHD8 24- IP�_xY SDS screws U) CLEM. TREATED, COMPACTED FILL 1/2' X 10' U) ANCHOR BOLTS SimpsQn MGT 22- 10dcomoiQn_._____ AT 32' o.c. Simpson HTT16 118- 1 dcommon LJ (TYPICAL) Simpson HTT22 132- 16d sinkers q MAXIMUM TRUSS UPLIFT OF SPH4's 32'oc.TOP&BOTTOM= 0 865#'s ON TRUSSES SPACED SIMPSON MTS12 E-4 N 24"m 2x--RAFTER SEE PLAN FOR SIZE AND S (D 1 2 x 4 STUDS 0 16" o.c. MAXIMUM TRUSS UPLIFT OF 0 No. 2 or Bt. SPF SPH4's 16"=TOP&BOTTOM= CO X 1640#'s ON TRUSSES SPACED 7116" OSB SHEATHING NAILED AS PER 00 CUP STUDS TOP AND BOTTOM 24'or- Lo W1 SST- SPH4 0 32' o.c. NAILING SCHEDULE 2 x 4 STUD Uj Lo z ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#'s ALIGN wl RAFTER z 112' x 7" WEDGE ANCHORS .'E 0 32' Q.c. SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION, ROOF SHINGLES OVER 15# FELT C\1 0 NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING 4* CONCRETE SLAB wl STRAP STUD TO DOUBLE 0') 6xG. 1000 WWM OR SIMPSON MTS12 CLIP FIBERMESH REINF. EXCEEDS 1/2 OF THE EXTERIOR PITCH DO BU USE PLATE wl SIMPSON MTS12 0 AT EACH RAFTER LL 6 MIL VAPOR BARRIER OVER NOTE:,:/,6'HARDI-PANEL SHEATHING MAY BE SUBSTITUTED >_ TREATED & COMPACTED FILL THIS DETAIL THE GABLE WALL SHALL BE BALLOON FRAMED, z r FOR;/,6'OSB SHEATHING SPECIFIED WITH A6'or-EDGE < - 7-T,7j, A NAILING PATTERN.NAIL wl 6d GALV.COMMONS at6'oc, 4 V, ON ALL EDGES AND SUPPORTS. <50* IN> LU NAIL RAFTER TO CEILING 11V 0 71'160 STRUCTURAL ROOF SHEATHING JOIST wl 4 12D com. (MIN) k (2) 111 5's CONT. V-4' NOTE., -FOR 2-STURY CONDITION 2x4 OUTRIGGER 48'oc. LLI USE 1'-8' WIDTH wl 3 #5*s CONT. z :t HURRICANE CLIP H-2.5 OR EQUAL HURRICANE ANCHOR AT EACH TRUSS X BLOCKING REQUIRED BETWEEN OUTRIGGERS L) 48"oc. d CLIP STUDS TO DBL. PLATE wl SST- SPH4 (9 32 ' �c '(PICAL INTERIOR BEARIN& FOOTIN6 T SEE SCHEDULE SIMPSON A35 E 2x4 BARGE RAFTER CON T, 2x4 BLOCKING @ SHEATHING JOINT (2) 2x- SYP DOUBLE TOP PLATE wl 2 x STUDS 9 16" LU 4'FROM GABLE END SHINGLE STRIP Li 2 x 4 STUDS 0 16' ox. SST- SPH416 AT 32" OC. CUP STUDS TOP AND BOTTOM BEARING WALL No. 2 or Bt. SPF FASCIA CORNICE DETAIL AS W1 SST- SPH4 0 32' o.c. 2X4 SCAB CONT.TOP TO TOP CHORD OF GABLE END TRUSS 1/2* x 7' WEDGE ANCHORS BOTTOM PER BUILDER'S SPECS < DROP 3 1/2H 2x- SPF #2 STUDS AT 16" OC 0 32' o.c. CHORD @ 8'FROM GABLE +' CONCRETE SLAB */ 6x6, I Ox 10 WWM OR CONT.W SCAB FROM TOP TO (SEE STUD TABLE FOR SIZES 3- 12d NAILS TYPICAL AT FIBERMESH REANF. 03 BOTTOM CHORD @ X-BRACING X-BRACING (PROVIDE ADDITIONAL 2x4's AND SPACING AT VARIOUS HEIGHTS) LU VERTICAL IF HIGHER THAN 480, 2x4 SCAB IF VERT.WEB 112" x 10" ANCHOR BOLTS 0 32" o.c. 0 > TO FORM AN 16 SHAPE.) 6 MIL VAPOR BARRIER OVER NOT 7116" OSB SHEATHING NAILED AS NOTED w/ 2" x 2" x 118" WASHERS TREATED & COMPACTED FILL PRESENT (2) 0 TS CONT. TOE NAIL TRUSS TO DOUBLE 2 x 4 PT SILL ON SILLSEAL 6 NOTE: FOR 2-STORY CONDITION T PLATE w/16d COM @ 8"oc. W/ SST- SPH4 @ 32" o.c. CONT.2x4x8'#2 SYP LATERAL 2 :qq; LU USE 1'-8' WIDTH 3 15's CONT, ovz t7 BRACE @ 48'oc. x6, fOxIO WWM OR 0� FIBERMESH REINFORCEMENT BOTTOM CHORD OF GABLE END TRUSS 2x4 BLOCKING @48"oc, iA C Q z BETWEEN GABLE AND FIRST H 'n LL _11 CL 2-2x4 TOP PLATE LL�j4 Lj TRUSS. LL U) #5 CONT PERIMETER BA yj 1--9 SiMPSON LSTA 24 @ 48"m t I rIlk EA �Ztw wp�w �!a < oe z to C �- 2x4 STUDS @ 16"oc. 8" CMU STEMWALL w/ 1#4 VERTICAL LU C M D:� I,_LL Ek El 0 LA W X-BRACE T-O"oc. 10* 4 �5 Un 41L�� 'fflt N CLEAN COMPACTED FILL AT 48" OC. AND ALL CORNERS, w/ (0 9 1 #5 CONT. ALL MEMBERS SHALL BE SYP 12" HOOK AT SLAB AND 6" HOOK LU 20" x /0" CONC. AT FOOTING. SHEET- FOOTING w/ 2 #5's CONT. 3#5's FOR TWO STORY) OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. S. 1 NOTE:IF STEMWALL WALL EXCEEDS 48'CONTACT ENGINEER MM L=155: FLOORS- LA'I o LIVE LOAD= 40psf 111 DEAD LOAD= 15psf (CARPET or WOOD) DEAD LOAD= 20psf �_Hrce� (TILE) w DEFLECTION CRITERIA: CARPET or WOOD= L/480 LL Q ti-E CL12/4.0�DL ^TILL= L/600 LL (,..rj uaso DL �Q SI*IEARWALLS NAILED AT "oc, ON EDGES TYPIC L E GE STRI 5 ROOF(TRUSS} AND 12"oc. IN INTERMEDIATE SUPPORTS ; _ 1 j�— '" -- - LIVE LOAD= TC20psf WITH 8d COMMON NAILS. � rz1 BC lopsf w KiRY w"� / DURATION FACTOR: 1.25 51NEARWALL5 NAILED AT 3"oc. ON EDGES s+ � .,, FSR a �� � DEAD LOAD= TG 7psf AND 12"oc. IN INTERMEDIATE SUPPORTS 8 BC 5psf WHTH ad COMMON NAILS. l TERIQR NE (4) �' �,uuurav - W . - ROOF(CONN.FRAME} RAFTER LOAD= 20psf LL `�J 10psf OL T..-- DURATION FACTOR: 1.25 ♦n OPEN PORCt I CEI INCs REG2UIREMENTS, l sf ILLn V) MINIMUM 3/g" SHEATHING REQUIRED ON CEILING LOAD= 10psf DL " 1 EXTERIOR CEILINGS, NAILED WITH &d �' p COM or BOX AT (o"oC. ON EDGES AND �� " UCDR;�„, _ Z 12"OC, IN THE MELD. (TYPICAL) —Ij BUILDING CODE:2001 FLORIDA BUILDING CODE °# WIND DESIGN METHOD:ASCE 7-98 i w..n ..,,.,,, �........... :,.z =_. ,,,.,..•� BASIC WIND SPEED: ILO mph WEST / \ 'T'" TT BUILDING CATEGORY:11 �-� 1 PATIO (2)2x1 «. WIND IMPORTANCE FACTOR: 1.UU WIND EXPOSURE:C womm � vn DESIGN FOR ENCLOSED STRUCTURE WIND PRESSURES ON WINDOWS & DOORS (psf) 1 STORAGE Enclosed Structure HM2 AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) z Pos Neg Pos Neg L (2) 1 3�4"x 11 �$"LVL / 0 to 20 sf 34.1 -45.7 34.1 -37.0 r, 20.1 to 50 sf 32.7 -42.5 32.7 35.5 J \ 50.1 to 1000 30.6 -38.4 30.6 -33.5 Q 100.1 to 200 sf 28-9 -35-5 28.9 -31.8 200.1 to 500 sf 27-5 -32.4 27.5 -30.3 J2 - \ j Base Design Pressure 28.90 GCpi= t0.1$ U �� ,� a GUES � �_ FAMILY w BATH `J �� GUEST N WIND-BORNE DEBRIS PROTECTION FASTENING x x SCHEDULE FOR 7/16"OSB or 15/32" COX MASTER\ FASTENER TYPE FASTENER SPACING in. N \ PANEL SPAN< 2 R cPANEL 4 ft<PANEL 6 ft<PANEL �••+ •� / \ \ 2ft ISPAN<4 ft SPAN<6ft SPAN<2ft \� 21/Y#6 WOOD SCREWS 16 16 12 9 / \ 2 112"Y 8 W OOD SCREW S 16 16 16 12 IY �_`4 / DOUBLE-HEADED NAILS r1 10d COM or 12d BOX 12 6 4 3 BEARING WALLN 1 112"X 98 MACHINE er LINEN SCREW IN THREADED WINSERT 16 16 16 12 \NDER p Note:Fastners shall be installed at opposing ends of the wood panel. ENTRY IF 'ICo m STOOP x FOYER il� I �� BEDROOM #3 SITTING Y I N CD 0 N 1` Co LLJ Lo N N c7 M C3 — (n _j Im LAUNDRY a - ILL _- �\ ❑ !1J cu �) }. J �.� LU J zo 0 U) J LINEN U OD LO Q ZN LIVING s CLOSET _j OFFICE BEDROOM #4 �= CLOSET ( ) ( ) 2 2x10 — 2 2x10 a ,x J ri w - C2� C51 u HTTI M F• I L NEW DECK EAST PATIO O 1 LE-112 - 2x12 (TYP) ❑ ❑ II ` I r)Q POST BASEOw T(2 5IMPP50N H& CLIPS o � 0r AT 5EAM ABOVE or USE NOTE= THIS STRUCTURE WILL. eE � • • PERJ"t.4GA5t DETAIL. (TYPICAL)ICONSTRUCTED WITH STORM SHUTTERS OVER ALL WINDOWS AND GLAZED DOORS. � � r1�� .� ��� �}� SHEET: ALTERNATE: INSTALL. IMPACT RESISTANT NOTE: ALL LOAD BEAAR,ING HEADERS SHALL BE GLASS AT ALL EXTERIOR GLAZED OPENINGS. A MINIMUIwi OF (2) 2X1 Noe or BT SYP (U,O,N.J NOTE: ALL LOAD FEARING HiEADERS SHALL BE A MINIMUM OF (2) 2x6 Not or $T 5YP (U.ON.) Sr�2 FIRST FLOOR SHEARWALLAYOUT SECOND FLOOD' 6HEARWALLAYOUT 09-30-02 i - ARCHITECTURAL SHINGLES ON 15# 1 \ VIN F" MULLICAN ROOFING FELT OVER 1120 EXTERIOR GRADE PLYWOOD SHEATHING OR 2� 516NE� 1\.� INC � 7116'0.3.B. ON PRE-ENGINEERED ROOF TRUSSES(N 24"O.C.. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER :.. �. OPEN RAFTER TAILS. •.. ....� -� • 5 COURSES OF P.T. 1' - T&G SHEATHING OVER P.T.2"x 6"RAFTER TAILS. NEW 9'PLATE NEW SIDING TO MATCH EXISTING ON NEW 9'PLAT �. 4 4 -• �� � � �`` ` � � � 15#FELT OVER 112"EXTERIOR GRApE N EXISTING ___ . �.___. _..__.._ " PLYWOOD SHEATHING ON 2"x 6" STUDS @ 160 O.C.. MATCH EXISTING DECK DETAILS. T7 0 11 1 LL I I III I 4 q T EXISTING 4 ____ EXISTING 4 10 PLATE • R _ 10'PLATE - - TOP OF TOP INDO —_ WINDOEJ ElW C7 a r r El FINISH FINI5h FLOOR FLOOR q _ Y 50ut 1 elevation DECORATIVE LIGHTING. A3 5Cr1.� if 4' - (� NEW BRICK KNEE WALL. 1 ea5t elevation . A3 `� /,(,it _ I,-C, I NEW 9" PLATE •. -� -\. U Ll U IJ U Ill Lf EXISTINGN EXISTING . � 4 No: DATE: REVISIONS: EXISTING EXISTING 10'PLATE: 4 10'PLATE � \,. ..` TE 9STORAGE 9'PLA E STORAGE � `. ��. �. ••. �;,� \-. � `\ � 1T-, 4 s o n PNOVA TION �= T THF, HFNN� 55�Y ' S _ FINISH FL OR FINISH FL OR TORAGE FLOORQ Q STORAGE FLOOR,ir w M r� o N N r Tff F o rorf. elevation WAS devati L� This drawing Is an instrument of service and the 3 A3 f�Y`, �, EACH AV. property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which It is pro- pared and puWvtim thereof is Wasaly limited to such uae. Job No: 0 -1G Sheet No: Date: B/212 2 a Scala: Checked: fir 'VIN E� , MULA11c, bN P� 516 N F, P-1- ( 90 I� I A OWES ■ K�Y 4. 220 TO LANDSCAPE LIGHTING scoN _ r-----------------�__ _ ---------------------1 � ............. ^^iA��l�rU`0�ET + __ __ ---------------------------------- TO -------------------------------- 1 TO FUTURE 1 / P ` ................................ f!CK�UItT PDDL.LIGHTING 1 � � ori 1 ' j i � � � ; ; / ! J 1 ` .✓ ! 1 i ! .................... .....I...... 4AF.I C"J`l.Ir-'k' A.PP V ; ; 1 ► i � �I I � ; I I �: I 1 A 1 \\ Gri / 1 \ I } i i ................................ �<:p F,f. F�lr TT-1 ' // w /✓ ........................ J:Ll1 / /♦ PHONE / /V RE SCUNCE 1 SCLANCE PxiSIING FANS / I UGH I \\ f/j � C!fD;IIJ!ICrr NC to 0 NEW "wAx .01 w / // ` \ RFC / C I ............................. RECVIP_ a 0. // 1 / �/= �CONCE Pt:ZAf TOLIGHT �� , 1 J¢ �� � - -----_---__ _- -_ - ___ -- // u LU \ LIGHT 2g or / Ji T. I as I ................................ N4 ti^U�d'Yq F 011 �. \ ' fl�� SCONCE t)E 44•-40 -- ----- --- ------- --- -----------; / 1 W H 1 I J r 1 / I UNDER I / \t TO SW17GH 1 1 STAIRS r--- BELOW 1 /LIGH / 1 1 r A! z/t I / R�i I �- t \ GFw d I I IUNDER I / �-� \ co 44. 1 0 1'IG ti`T1xt'J - ` scJUNGE� REC T I HT I .............. i--- /� STI\i I /�/ j \ I i----- 1 p \ ABOVE - / ♦� REGI I p f 220 SCONC 1 ......... 2'I \ 1 / 1 �� •� .� �� \ 1 sco � / 1 I 2Q _N__-- ............ P�j. F�,f�,E 414(A F Jt� 1 aa- y SCONCE 44 -,RFC %/• VP REC �/' i ( REC \RyE1�CSPOi J 1\\\\ \\�+ ,.. — r /�j/ i \\ ``` i Lh GONCE ———— —-\' / I \ LIG T 1 \\ \\ .{ j. ............................... r 1 t FrtiV 11H'ti l ICS" 1 1 GFI C \ i REC REC/ I I ! \\ \\ `\ r \ NGE / t I ,/� \ \\ EISTING ( \\ / p 1 I \ J \ EC I 0 / / \ I ................................. 3 ti's/ 1NSCN FL Ft ! 2 T 1 \ I ................. ....... :11Tr� • / / ! / \ 1 \ \ I1 1 / 1 11 �zE� EXISTING CEILING a ................................. ✓L_1�F.tCT ,�WcC pTYJ'J X I i I FAN, REPLACE ITN \\\ 1 I NEW CHANL I R ............................... PRONE \ /L----------�--------__ , _ �___j i - - __� EXISTING I � ................................. , I f, REC I ry a Si NGS-y`_� / , --TTS/ /✓ ` I D ' .55 GONCE iI \ .......................... SGONGE WP SCONCE \ SGONG� ( SCONCE \ SCONCE SCONCE SCONCE r / GFI \ / / ✓ \ / / I cri - / _� / No: DATE: REVI5IQNS: it I t t 3 4 �. -___-_---- -_- __---_-�..______ 4 --------- - -----� 7. P,.T�: NOVATION POLE LIGHT 551�1 Y 5 iLLLLLLLit_. H '14 • �L�Cr�tCAL a rr This drawing is an instrument of service and the property of Kevin E. Mullicon. and shalt remain his property. The use of this drawing shall be restricted to the original site for which It is pr* 2 S�Con� floor �i�+LiGN I C� �n parva and pubika#Ian thereat is e�resaly limited to rst floor el�drican , use. - . eat Na: A5 rkl - 1 �11 A5 �i i 1 Job No^ 4'Z�2C�fi � Date: s 101 w _ i Brawn: K�,M. • Checked: - • M . Now ■. v I N, , m ULI L-1 I C/1\N b �1GNha INC , 1= r-- r - ----- 4 F STORAGE T TTTTTTTT1TTTTTTTT TT p __�' ;�---- - 4 4 GUES FAMILY BATH ; GUEST �, , MASTER MASTER y El BATH CLOSET MASTER z { 0 it- 13 w TT T 11 / 00 D POW / , I FOYER i BEDROOM #3 SITTING QO Ln Q -- ---- O° o EXIST I I, _ I KITCHEN I-TTTTTTTT _ - - _ ------- LAUNDRY- � � _ _ _ -- __ _� -.�•�•��--r_.�.�___�. __ EXIST 444�444 (2p II z 6068 FRENCH 1 II i (EXISTING) i (2)hJ LJ I 11 I W { 4 I I LIVING DINING 0 � ` I , OFFICE BEDROOM #4 I II I z - © ------------- - ------ - ___-_ � FI _ __ R• i �r I w 41 , I I 1 i 1f 1G 16 { I I I I I , No: DATE: REVISIONS: I I I I , i I 2 I ; I 1. I J-�- -------__... ___ __- __ -------------- - - --- ---- ------- DOOR _. _ __- __ - -.__... --DOOR SCHEDULE - FIRST FLOOR WINDOW SCHEDULE - FIRST FLOOR DOOR SCHEDULE - SECOND FLOOR WINDOW SCHEDULE - SECOND FLOOR P.,,� NOVArION MARK SIZE TYPE REMARKS QUANTITY MARK SIZE TYPE REMARKS QUANTITY MARK SIZE TYPE REMARKS QUANTITY MARK SIZE TYPE REMARKS QUANTITY n� 1 6-0"x 8'-0' SLIDING FRENCH - 1 A 2'-0"x 2'-0' AWNING - 2 T 2'-0"x 6'-8" HOLLOW CORE POCKET 1 A 2'-0"x 2'-0" AWNING 0 l_J 2 6'-0'x 8'-0' FRENCH - 1 B 2'-6"x2-O" FIXED - 3 8 2'-4'x 6'-8" SOLID CORE - 0 B 2'-6'x 2'-0" FIXED - 0 THF, HFNN� 55�Y ' 5 3 12'-0"x 8'-0' SLIDING FRENCH - 1 C Z-4'x 4'-0" DOUBLE HUNG - 3 9 2'-6"x 6'-8" HOLLOW CORE - 1 C 2'-4"x 4'-0" DOUBLE HUNG 6 4 6'-0"x 6'-8' FRENCH SOLID CORE 1 D X-0"x 6'-0" DOUBLE HUNG - 6 10 5'-0"x 6'-8' 4 LEAF BI-FOLD - p D Y-0"x 6'-0" DOUBLE HUNG - 0 'r 5 l'-4"x 6-8" HOLLOW GORE - 1 11 6'-0"x 6'-8' 4 LEAF BI-FOLD - 0 E 2'-6"x 4'-0" DOUBLE HUNG - 9 r, ANP ^' �7 / r7 h 6 2'-0"x fir 8" HOLLOW CORE - 5 12 4'-0"x 4'-0" FRENCH SOLID CORE(ADJUST HT. IN FIELD) 0 POO `�V Y V I N V O V V 7 2'-0"x 6'-8" HOLLOW CORE POCKET 2 13 2'-8"x 6'-8" SOLID CORE POCKET fl 8 2'-4"x 6'-8" ti SOLID CORE - 1 14 2'-4"x 6'-8" HOLLOW CORE POCKET 0; This drawing is an instrument of service and the 9 2'-6"x 6'-8" HOLLOW CORE - 5 15 2'-4'x6'-8" HOLLOW CORE - 2:; propart of Kevin E. Muil(can. and''shalt " ben osainwed ta, theya�mqond sitse*fthis forr vhiir its pr� 10 5-0 x 6-8 4 LEAF BI-FOLD - 1 16 6'-0"x 6'-8 SLIDING FRENCH - 3• ` ' ! pared, and publication thereof is expressly tutted to 11 6'4"x 6'-8" 4 LEAF DI-FOLD - 1 17 2'-6"x 6-8" FRENCH - 1 such, use. a Job No: CYC-2C Sheat No:12 4'-0"x 4'-0" FRENCH SOLID CORE(ADJUST HT. IN FIELD) 1 13 2'-8" e12512002 x 6'-8" SOLID CORE POCKET 1 pate Scala: 1 f ( 2ire f 100 Ian s�Cond floor SG�i:: /�r" ► aC.��;m a/N . I -O Chocked; A6 " � Afi •