Loading...
HomeMy WebLinkAbout3506 Orlando Dr 18-3024 (a) electricalCITY OF PERMIT- APPLICATION S,&NFORD AA0 BUILDING DIVISION Appic4tictn No, �y t ei-h-'j '~ Documented'C;onstruct oxx value, $ lscytCrG��, Jab'AddIess; 11�'. 13lstotic District: YepD� Into❑ ii `, C 'it� ;? Residential ❑ Cool rdercial Parcel ID: 1! c%2C? x�iC �? �.„ '1v:a of vUztrk: Nei! Addition ❑ Alteration © Repair 0 UexxloQ Change of [Ise ❑ move "Plan Re,-triew CoIdtaCt Person- Title; Phone;lax: Entail; ----- Property ONVner information A A p L P i � 1 I q l(�� 1 s %� �( % "3 Naaue � �.�` ��'�..�1 � .....,�� �'�.•-_.Li.1.L'1 t�. t�Z.,C. Pl2odlE'.: 1 �<1 �.t,.� - � ���,� t3 Resident of Property? City, State LiP;; l �? tactor ItAotnlation Hanle Y n k" A Street: 1�.,_—. -1 City, State Zip: q ` D State. License l'do.: .� r) Architect/EAl9ic eer .lIdtarta Mion Name: PiTone , street: _ Pax: --mm--- City, St, Zip: E-mail: ticrndiilg Conlpatay: Mortgage Lender: --- Address: Address: D A ICE E OF CONINiL HENT MAY.1 ESULT IN YOUR PAYING TU'041'NI,R; YOUR FAILURE'.l'U ItECU�.D t1 NOTICE OF COD'IMENG ,rNVICE FOR IIVIPROVEtiIEI*3TS 10 YOUR PROPER NCEMENT NIUS`I' BE IZEC:URDED AND POSTED ONTHE JOB SITE BEFORE THE FIRST INSPEC:I`ION. IF .YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR [.ENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE O'Co vilviENCENIEN'I' Application is herebY (trade to obtain a permit to do the work and installations as indicated. I certify that rto work or ithtallation has comilmiced prior to the isstr<mce of a permitaud that all work will be performed to meet stuudards of all laws regulating construction ill flus jurisdiction. I understand that a separate perinit must be secured For electricalwork, 0,111-lbing, signs, nvells, pools, furnaces, boilers, treaters, tarrlcs, and air conditioners, etc. y R novat ion 3506 S Orlando Dr., Sanford, FL 32773 MaterialAbbreviationsr EngineeFNotes List Of Pro•ect Location MapIndex Of SheetsJ F'BCB 6TH EDITION 2017 &ASCE/SEI 7-10 & FFPC 6TH EDITION Legend _ ( 1. LIVE LOADS (TAF3LE 1607.1): A.I.C. -ALT. INTERRUPTING CAPACITY L.L.I I. -LONG LEG HORIZONTAL CoVE'I• Sheet ORDINARY FLAT, PITCHED, AND CURVED ROOFS = 20 PSF A. B. -ANCHOR BOLT L.L.V. -LONG LEG VERTICAL LS 101 Life Safety Plan STAIRS, BALCONIES, DECKS & ALL OTHER ROOMS = 100 PLYWOOD A.F.F. -ABOVE FINISHED FLOOR L. P. -LOW POINT PSF' ALT. -ALTERNATE LAV. -LAVATORY - GUARDRAILS & HANDRAILS (SINGLE CONCENTRATED LOAD) = 200 ALUM. -ALUMINUM LOC. -LOCATE S 1 EXIStIIIg/ DeC110 FIUOI Plan LBS AUX. -AUXILIARY LG. -LONG 2. DEAD LOADS lTEXTURE S2 Existing/ Den -10 Elevations ROOF =10 PSF, ALL OTHER DEAD LOADS = ACTUAL WT. Of' MATERIALS BD. -BOARD MAS. -MASONRY �# r�l,�y,.,,>. rs''t ItfyRarrrfiv lir3fµr 3. RISK CATEGORY II (FBC-BUILDING 'TABLE 1604.5) LAW - 1 11 _ r f1� � lirIas B.O. -BOTTOM OF MAX. MAXIMUM ,. S Proposed F100r Plan 4. BUILDING CATEGORY = "ENCLOSED" BLK'G. -BLOCKING MIN. -MINIMUM ':° �' MTD. -MINIMUM a 5. SURFACE ROUGHNESS CATEGORY = "C" FBCB SECTION 1609.4.2 GYPSUM BM. -BEAM ,, ��� i S4 PI opoSeCl E leVatiOns - (FBCB SECTION 1609 4 ) MTD. METAL c1"' ' T& 6. EXPOSURE CATEGORY "C" 3 BOT.,BOTT. -BOTTOM - AR D t: til 11� �, I �'rtl° i0tyi WG a �:rtr I I ., 7. WIND SPEED-UP EF'F'ECT = "NIA" D B0 _ I �� P. BRI. BRONZE f �rir frarcl Atrrac rl/Lit ... S5 PI-oposed Roof / Frarning Plan 8. SEISMIC DESIGN LOADS (ASCE7-10 & FT3CB SECTION 1613); N.I.C. -NOT IN CONTRACT,rtaotr5f?<r'k IMPOR'T'ANCE FACTOR 1- 1.00 (ASCE TABLE 1.5-2) FINISH q -CENTER LINE"�` O.C. -ON CENTER .�. . , ',�` ;`�.��� SES Sections SITE CLASS = D (UNLESS DETERMINED BY SITE SPECIFIC STUDY) C, COND. -CONDUIT O.D. -OUTSIDE DIMENSION' :, MAPPED ACCELERATION PAIZAM['TtiRS: WOOD `V °` CLG. -CEILING O.f H. -OVERHANG"gj A� tea ir� £: S7 Details & Notes �c Elevations MCER Ss = 6.3%g (0.2 SCC SPECTRAL RESPONSE ASCE FIGURE 22-1) COL. -COLUMN 0/0 -OUT TO OUT (,JW,;onTv..J(*Worki MCER Sl = 4.0%g (t.0 SEC SPECTRAL RESPONSE ASCE FIGURE 22-2) ROUGH CONC. -CONCRETE rpt' 4= El Electrical Layout & Riser SITE COEFFICIENTS: WOOD CONN. _CONNECTION -PHASE, DIAMETER c` Fa = 1.6 (ASCE TABLE 11.4-1) CUNT. CONTINUOUS It -PLATE ° c �u� t,ssc a#7 ('rOVICeCby 01t1aCtOI) Fv=24 (ASCE TABLE 11.4-2) CONTR.-CONTRACTOR PLYWD.,PLWD._ PLYWOOD T'PED ACCELERATION PARAMETERS ADJUSTED FOR SITE CLASS: CTR. -CENTER P.O.S. -POINT OF SALE ;� x �Ir,tv,,i7if)k"AI1 ;a14 METAL C.W. -COLD WATER PREFAB. -PREFABRICATED r MCER S� = 10.0%g (0.2 SEC SPECTRAL RESPONSE ASCE EQN 11.4-1) s' z MCER Su = 9.6%g (1.0 SEC SPECTRAL RESPONSE ASCE EQN 11.4-2) P..�.F. POUNDS PER SQ. FOOT , ,'� I c l Irl tare.;Ca7t.' , V , .. qI , .5 � 11a1�%t;�+I far'f IcAr7r�rilty 0 -DIAMETER, PHASE P.S.I. -POUNDS PER SQ. INCH ;x .:;,aldrgr�'�!.-rl=tr�r�llr.;, I,. ,$. Occupancy Classification DESIGN SPECI'RAI, ACCELERATION PARAMETERS: I t r rlr (vrrrt I:�r.arMrrvn Tire tr i€1rr1I1 'tore ns - ? , - 6.67% DIA. -DIAMETER, DIAGRAM P.T. -PRESSURE TREATED w ;` I S - /s S - g (ASCE EQN 11.4-3) GLASS DBL. -DOUBLE PTN. -PARTITION <.f ,.,, .,x ��_ {�,. Lia �h i�irl NT A2 (EXISTING Sm = 2/s Sm = 6.40%g (ASCE EQN 11.4-4) D T -DRIVE-TFIRU P.V.C. -POLYVINYL CHLORIDE RESTAURANT (E INCA ASSEMBLY) Jr7 f„ /yKl / �,Mia3l��r `'f,,, ., .,°F .1 ISI-C;� Al�a�rtrr��:eiT^, �.,.`, - - �, - SEISMIC DESIGN CATEGORY BASED ON S- = A (ASCE TABLE 11.6-1) DWG. -DRAWING 6.=<°fall„�cr FBC. (6TH EDITION) BUILDING, SECTION SUJ.J SEISMIC DESIGN CATEGORY BASED ON Sol = A (ASCE TABLE 11.6-2) R.D. -ROOF DRAIN, 1Pr,, NOTE: STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY A NEED E. F. -EXHAUST FAN RECEPF. ---RECEPTACLE ��. �:` ',-,+f,ltl t'al� cl ftilttlt;. eye} ONLY COMPLY WITH THE REQUIREMENTS OF ASCE SECTION 1.4 DEMO -REINFORCING r +"64atlr�rtx� ir�lq.srti t,crrr Q EA. -EACH REI N F. I tva: �f" ` : Type O f C, o n S t f u c t ton GENERAL STRUCTURAL INTEGIUTY. NONSTRUC'T'URAL COMPONENTS IN ELECT. -ELECTRIC REQ'U. -REQUIRED I N .;, ° ° I a SEISMIC DESIGN CATEGORY A ARE MPT FROM SEISMIC DESIGN ELEV. -ELEVATION R.W.L. -RAIN WATER LEADER' ritcTr'r`° iT REQUIREMENTS. EQ . -EQUAL 'I _ f F B C C O N ST R U C T I O N TYPE V B: 9. STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY A NEED ONLY CONCRETE EQUIP. -EQUIPMENT SQ. -SQUARE • 9 E.W. -EACH WAY S S S.S. -STAINLESS STEEL I UNSPRINKLED COMPLY WITH THE REQUIREMENTS OF ASCE SECTION 1.4 GENERAL �. STRUCTURAL INTEGRITY. NONSTRUCTURAL COMPONENTS IN SEISMIC EXT. -EXTERIOR SIL. -STEEL i B DESIGN CATEGORY A ARE EXEMPT FROM SEISMIC DESIGN Hih&AI- STRUC.-STr�UCTURAL aer,larv�en,furtr it � <trs VV General Building ing Height t EC� REQUIREMENTS. CONCRETE F.C.O. -FLOOR CLEAN OUT SURF.MTD.-SURFACE MOUNTED (M s�.Lt � � { 10. STRUCT'UI S ASSIGNED 'TO SEISMIC DESIGN CATEGORY B - F SHALL COMPLY BLOCK F.D. -FLOOR DRAIN S.W. -SAFE WASTE ;; .aprninoleC*eatre Limitations WITH THE LIMITATIONS OF ASCE/SEI TABLE 12.2 -LAND CHAPTER 14. F.E. -FIRE EXTINGUISHER �ArI;,4; [, t�1 .�. FIN FL. -FINISH FLOOR T&G -TONGUE AND GROOVE ice firs..i..rllut GROUP RESTAURANT A2 COMPONENT AND CLADDING LOADS COMPACTED F.O.M. -FACE OF MASONRY T.O.S. -TOP OF SLAB EARTH F.O.S. -FACE OF STUD TYP. -TYPICAL MAX. HEIGHT IT � � FT 20 -C� F'71 FB C B TABLE 16 0 9.7 . (2 ) 1 STO F Y F.R.P. -FIRE RATED PANELING MAX. STORIES STORIES _WIND SPEED: VuLT = 140 MPH, VASD 108 MPH GRANULAR FT. -FOOT F.S. -FLOOR SINK UR.-Uf:iP�AL - �:­� S 1 MEAN ROOF' HEIGHT = 20 FEET, ROOF' ANGLE > 7° TO 27° c,000 S.F.• 4 o FTG. -FOOTING VEN. -VENEER MAX. AREA x 1PER STORYIFBLDG. ADJUSTMENT FACTOR = 1.29 PER TABLE 1609.7(2) FILL VERT. -VERTICAL (EXISTING ) GA. -GAUGE VEST. -VESTIBULE--------�-... n PrimaryBuildin COde� V -130 MPH V -140 MPH GALV. -GALVANIZED V.T.R. -VENT THRU .ROOF OCCLI anc CalculationsZONE AREA VnsD= 101 MPH VASD= 108 MPH BATT G.C. -GENERAL CONTRACTOR `j � � EF'F'EC`1'IVE °LT- uLT-INSULATION GPM -GALLONS PER MINUTE W D WASTE J -WI E, GRD. -GROUND W/ -WITH (SF) VnsD PRESSURES (PSF) VASD PRESSURES (PSI) WINDWARD LEEWARD WINDWARD LEEWARD 1 10 G.W. -GREASY WASTE W.C. -WATER CLOSET RIGID GYP. -GYPSUM W.C.O. -WALL CLEAN OUT INSULATION WD. -WOOD Occupancy Type = Restaurant A2 (Existing Assembly), -25.0 BUILDING CODE _ FLORIDA BLDG. CODE EXISTING -BUILDING 6TH HORIZ. -HORIZONTAL W.H. -WATER HEATER HT. -HEIGHT W.I.B. -WALK IN BOX Type of Construction= Type VB (Non -Sprinkled), Occupant load complies with NFPA 101 Life EDITION (2017) H.W. -HOT WATER W.P. -WATER PROOF H. D. -HAND DRYER W.W.F. -WELDED WIRE FABRIC Safety Code 2015 Chapter 7, Table 7.3.1.2. (6th Edition Florida Fire Prevention Code). The following ELECTRICAL CODE _ H. P. -HORSE POWER, HIGH POINT W.W.M. -WELDED WIRE MESH 1. D. is a summary of the areas, square footage, occupant load factor and maximum occupant load: NAT'L ELECT. CODE 2014 EDITION (NFPA -INTERIOR DESIGN INSUL. -INSULATION 13.5 -37.8 15.7 -43.5 2 20 70-11) Scope of Work Area -40.1 Unit 50 Occupant Load Factor p Occupant Load p PLUMBING CODE = FLORIDA PLUMBING CODE -PLUMBING 6TH -35.3 (101) Existing Entry 267 SQ.FT. N/A N/A EDITION (2017) THIS CONSTRUCTION PROJECT IS A PROPOSED ALTERATION OF AN (.102) Waiting 402 SQ.FT. 5 NSF /OCC 80 CODE -- EXISTING BUILDING. ONLY FACADE ELEMENTS OF THE EXTERIOR BUILDINGMECHANICAL (103) Main Dining 1,979 SQ.FT. FIXED SEATING 127 FLORIDA MECHANICAL CODE -MECHANICAL 6TH ENVELOPE AND WINDOW REPLACEMENT WILL BE MODIFIED. ALL INTERIOR ENVELOPE 'ELECTRICAL, AND (104) Bar Dining 300 SQ.FT. FIXED SEATING 16 EDITION 2017 PROPOSED WORK WILL CONSIST OF MINOR PLUMBING, NON STRUCTURAL FRAMING. PROPOSED WORK IS CLASSIFIED AS (105) Bar 161 SQ.FT. FIXED SEATING 19 Buildimy & Structural Engineer ALTERATION LEVEL 2 PER THE FBC EXISTING -BUILDING 6TH EDITION 106 Service 425 SQ.FT. 200 GSF/ OCC 2 (2017). TYPE OF CONSTRUCTION SHALL BE TYPE VB (:107) Office 78 SQ.FT. 100 GSF/ OCC 1 Profile Engineering General Notes (108) Exist. Restroom 49 2 SQ.FT. S N/A N/A N/A N/A 939 N Ave. Ste. E Magnolia (109) Exist. Mens 9 Q .FT. OWNER OR CONTRACTOR SHALL VERIFY ALL DIMENSIONS RELATING TO WNE (110) Exist. Womens 90 SQ.FT. N/A N/A Ocala, Florida 34475 (111) Exist Freezer 269 SQ FT 300 GSF/ OCC 1 ROOF (SF) VnsD PRESSURES (PSF) VASD PRESSURES (PSI) WINDWARD LEEWARD WINDWARD LEEWARD 1 10 13.5 -21.5 15.7 -25.0 1 20 _ 12.4-20.9 -29.4 14.3 -24.3 1 50 10.7 _ _ -20.1 12.5 -23.3 1 100 10.0 -19.5 11.1 -22.7 2 10 13.5 -37.8 15.7 -43.5 2 20 12.4 _ -34.6 14.3 -40.1 2 50 10.7 -30.4 12.5 -35.3 2 100 10.0 -27.6 _ 11.1 -31.9 3 10 13.5 -55.5 15.7 -64.4 3 20 12.4 -51.9 14.3 -60.1 3 50 10.7 -47.1 12.5 -54.6 -FJ Ii.V -24.5 Al f.0 2611 -F.,7. i -28.4 -23.1 24.5 -26.8 -21.9 23,2 -25.5 -19.5 _ 20.4 -22.7 -31.5 27.3 -36.5 -29.4 ---26.1 -34.1 -26.6 24.5 -9d r 9149 68 City of Sanford �� I Oil and. Grease Prograrn Initials & Date PFR?dI T P µ._ Y` -?Qa ti- EXISTING CONDITIONS. ANY DISCREPANCIES NO REPRESENTED IN TH,. C FICATIONS ARE TO BE BROUGHT TO THE ATTENTION 112 D St 355 SQ FT 300 GSF/ OCC 3 'hone: 352-789-6298 Facimile: 352z --427-7,d64 r f F F 1 C y_ DRAWINGS OR SPE I - ( ) ry orage 200 USE OCC 4 DEVIATION FROM STRUCTURAL PLANS PERMITTED WITHOUT WRITTEN (115) Drive-•Thru OF THE STRUCTURAL OWNER CONTRACTOR ENGINEER PRIOR TO CONSTRUCTION. SHALL NOTIFY THE ENGINEER IN WRITING PRIOR TO (113) Exist. Porch 160 SQ.FT. N/A N/A Email:lnnlke1�O11een.001. � THE COMMENCEMENT OR CONTINUANCE OF THAT PORTION OF WORK. NO (114) Exist. &itchen 963 SQ.FT. 200 USE OCC 4 DEVIATION FROM STRUCTURAL PLANS PERMITTED WITHOUT WRITTEN (115) Drive-•Thru 201 SQ.FT. 200 GSF/ OCC 2 NOTIFICATION FROM THE STRUCTURAL ENGINEER. (116) To Go Area 197 SQ.FT. 200 GSF/ OCC 1 DIMENSIONS: CIRCULATIONSQ 68 .FT. N/A N/A !a k'Erinn! I I�`J.1!"� SHAD L rsE C;01\lurRUEU 70 r;E A FSK FRAMING TOTAL, 6,®56 SQ.FT. 0 256 LIC��hlSE'(0 PROCEEDvvirFi ri CEL, ER ORUTA3 ALI1.HOR11-Y ToVIoL1�fE, 101'J(�[.L, HEI-ioH GT of THE `t�ECHREVE �l�x: - EXTERIOR i- I N I S H SIDING IS NOT INCLUDED I N DIMENSIONS. 'FINISH W A'S,l �t,IY OFTHE Pt3vvISICP:S CC)E)E�:3, ivjO � S! AIA lS3UAI�ICE OF' A r'f-FiPEA I'FiEVFN { f iaNt T'rlEfiEaFrEI-! MASONRY ALL INTERIOR DIMENSIONS ARE TO THE BLOCK WALL AND NOT THE MAXIMUM OCCUPANCY TOTAL i APPROX. (256) EXIST. l ! tI`. OFC=1UlAI rtrc,.;)Il 'i !la GOi,iREC'i ION OF ERRORS IN PLANS, C,c)�lSi;;ucrl;>�lo,ivly f�7i��N�v�`rwl,rvol- FURRING STRIP. ALL WORK SHALL BE EXECUTED IN A NEAT WORKMANLIKE MANNER, WHICH IS ACCEPTABLE TO THE OWNER, MAX. DISTANCE TO EXIT COMMON PATH OF TRAVEL FBC 1028 (-200' FROM ANY POINT :IN :ROOM TO EXIT) FFPC 6TH EDITION (MAX. 751-011) iijAijW11100iff III � a � + �J 10 ATC Ci'r' .4�! :1, SANFORp 0RI�-�'��'`a�� J �v �1FZTME, �eaaaavasaoaaaaa'+ 00 W m > zo W �w w U O N C7 �u CJ N z� wa 00 wa o N W � L w�o'M w� 0 �'Cx oo w� W V) P U) Q) wwr, Q U) w w�� ►--1 Q O z¢� zQ _U � d L w J E rz O U W m > zo W �w w f� O w '( C7 �u CJ N z� wa � wa o Uj W � w�o'M w� U �o UZu �'Cx oo w� Zqz P Q Q) wwr, Q w w�� ►--1 A O z¢� zQ _U � d Qo Q)„ L w J E rz O U W m > zo W �w C) 0 -p N C: o __j O ^ v�o 0 LC) 0 o n V) f� O o �I � II o W � C� � Q Q 0 (J� A IA�jAj;i'ad��Vi�i c,9 ® ,, ✓,r °M'� , p No 70731 a a Proposed Life Safety Plan E OF 1 SCALE: 1/4" = 1'-O" ��9���A�74�A6ilAAk1��9'c 00 c O O a= U i p � N CO �p N O 00 N w O LL N E) V) O vFi C) U w a I� L0 O W i V) V) (/) L O Q J Q W q Q W C' r V amu, �o Q w� �Q�W wo LU J �„ z��� oq C7�pOD 4� W{p v w� LLJJ�� �U z Q O � O P4 W4 Z ti Zti x U Q � O � O O PAGE # L S1 ®1 c O a= U i p � CO �p N O N w O LL w E) V) O vFi C) U w a I� O i O c / Q q Q PAGE # L S1 ®1 r L TEMPORARILY SUPPORT END TRUSS BEARING POINTS WHEN REPLACING EXISTING HEADERS WITH PRnPCl�Ff) RFPI ArF CONI Y Ii -1 REMOVE I I � iWINDOWS &I I I I SILL I I SII' I I VIII I I REMOVE REMOVE WALL\ WALL REMOVE WALL REMOVE EXISTING TEMPORARILY SUPPORT END AND WINDOWS I TRUSS BEARING POINTS WHEN I � I WTHPLACING PROPO SED EXISTING REPLACEDONLY 2 X 12 HEADER _ J CONTRACTOR TO VERIFY MIN, 18" X 18" X 12" COLUMN PAD BELOW END POST LOCATIONS Existing Floor Plan _____-_______1_t.___ _______ � j WHEN BUILDING IS UNOCCUPIED TEMPORARILY SUPPORT END TRUSS BEARING POINTS WHEN REPLACING EXISTING HEADERS WITH PROPOSED. REPLACE ONLY WHEN BUILDING IS UNOCCUPIED (C�1) fl(-� Y -D) L .— CONTRACTOR TO VERIFY MIN. 18" X 18" X 12" COLUMN PAD BELOW END POST LOCATIONS REMOVE WINDOWS REMOVE WINDOWS REMOVE PARI -I -FI O N WALLS 0A1,�`j0�gi9�idYd�d4ihytYa o �A S No 70731 a 0 TATE OF 0 1- 0 A o a s A�90'91dJdtlAAA0000000 00 c O 0 i O N O Ul U �D �y� L 0 LL- CC77 W E PP 00 _ L cD O U p w7(n N 0 Ln II U U D \ W O cn V) �Q Q V) z c O 4-j U L i O � O Ul U �D �y� L 0 LL- CC77 W E PP F C7 q� U _ L cD O U p w7(n O 0 II U U \ O �Q Q REMOVE OVERHANGS NEEDED REMOVE VERTICAL SIDING REMOVE VERTICAL SIDING ISI I I \a_ivly r � WINDOWS & WALLS LExisting East Elevation SCALE: 3/16" = V-0" j.� ,�_=-.rh_ -,f--�� r; r �rI T— ri• _J fir.... REMOVE OVERHANGS NEEDED �=- 1l POTION OF WALL I\LIVIV VL UI\1\, f\ VENEER . I\ L I V I V V L PORTION OF WALL ]Existing North Elevation SCALE: 3/16" = V-0" 1 \LIVIV v L WINDOWS i I \LIYIv Y L, WINDOWS REMOVE"._ VERTICAL SIDING I I r -.._.r =<: REMOVE ' I I I I I I I I I I I OVERHANGS AS NEEDED 'r�� _ .. �� -� � I I I I I 11 1 1 1 1 1 I I l l l l l l l l l i l V I I I �~ �--1 ` �_� ::--• _ -Ll — �J—�>1L� is --------------------- I rl_L-1-LL-I_1� I I _I.-LLJ_L-L I I I I F777 77-1 TT -111 I I f(rr7TfrT r7 I I I I IIII- -F- -F -II l ll- + + -IIII I I 111- -1- -I- -III II- + 4 -111 1 I I I II�-J-j-JIIL-L�L ]I I I IILL-J— JILL1J111 I 1 1 Tf- -Fr =IFF T r �Tj I I I T� T r �1TIr� T T �Tj 11 I I/I III- -f 4 -Ilk -f-- `I- -II I I I I IF -I-- 4 -WI- -I- -1- -il l I I 1 ]Existing South Elevation SCALE: 3/16" = V-0" REMOVE VERTICAL SIDING WINDOWS WINDOWS ]Existing West Elevation SCALE: 3/16" V-0" REMOVE DOOR 11 �1= Sil�Z =1=1= Le .Zl C I REMOVE/ REMOVE BRICK WINDOWS VENEER ��►Are{1iliiiiiii0i0jo, � i No 7 ::p - TE Op "� 9�.9:)ddaAd"r19A4t1®D9B3�+�. 00 c O N L O L � 00 4� N \ LO 0 o 0 L`- W L W cn V) rri cn° z 0 I Q IL U fn W n, C9 u.w c� LU w a Lu wc�cv who U -i m Y v OQ- (5 U W W V � 0-4 O Q. O 04 9i O W4 c< W W?� �(D� cd ® Vwa �/ L P4 U D � O c O L O L � 4� O r- 0 o L`- � L W O civ rri cn° 0 I U fn �l V ` co fO Pf pq Q A r L VERIFY MIN. 18" XV 18" X 12" COLUMN PAD BELOW END POST LOCATIONS Proposed Floor Pl- -an-1 SCALE: 1/4" = 1'-0" DIMENSIONS ARE TO BLOCK WALL AND NOT FURRING STRIPS VERIFY MIN. 18"" X 18"' X 12" COLUMN PAD BELOW END POST LOCATIONS � 0 —q � v P0731 e [` �]Tel O 1� 9 '�dsaaas�,�1a aeaaao��a� 00 c O O L (f) 0 N _ Q O c Iii i w O 1 E C W L cfl O D LO p N O Ln D W D V) 07 i1 �Q U) A z Q J w LLj Z z ao wo Lu zoM� O� c�QqQ) as W�p�v Ww ti 6L( U QrnOrOp W U V Z LLI CL, z w P4 z �w �q C) io� PAGE # c O U L L (f) 0 f� 0p N _ Q O c Iii i w O 1 E C O L cfl O D LO p O C O �✓ d i1 �Q A PAGE # PF AT PF CRICKET PROP( CORRI M ETAL P RAILING ]Proposed East Elevation SCALE: 3/16" = 1'-0" _ I — TO MATCH EXISTING `--1 ' C CORRUGATED Proposed South Elevation ]Proposed North Elevation SCALE: 3/16" = V-0" METAL SIDING SCALE: 3/16" = 1'-0" PROPOSED NICHIHA 3030MM ARCHITECTURAL WALL PANELS (AWP -3030) HORIZONTAL. INSTALL PROPOSED CORRUGATED METAL SIDING ]Proposed West Elevation SCALE: 3/16" = V-0" T BEYOND jJ4111111FIJP/fy��0a ' " m " No .70731 n `rya �'�.1 •°.• e � !fie "♦'� W � L � �iuO{'z �Qnoo �O Z ua�pN�itw-. �O�U `u_ 4 rn O O W U zh O F� fr®pi U (j F -I Z Ll- CJ Q Ask D Q) U O W O � Z Q 0 I J CL O � 0 I E � � p PROPOSED 2" X 8" LEDGER ATTACHED TO PROPOSED WALL W/ (2) 1/2" DIA. LAG BOLTS W/ 1" WASHERS @ EACH VERT. STUD LOCATION 1 " ALUM. ROD & CLEVIS REMOVE EXISTING OVERHANGS AND SOFFITS AS NEEDED PROPOSED 6" PARAPET WALL LOCATION DRILL & EPDXY 5/8" THREADED ROD ANCHOR INTO EXISTING TIE BEAM (MIN 8" EMBEDMENT) 1 " ALUM. ROD & CLEVI S 1/2 TIE—MAX @ 6'-0" O.C. MAX. 12" FROM CORNERS DRILL & EPDXY 5/8" THREADED ROD ANCHOR INTO EXISTING TIE BEAM (MIN 8" EMBEDMENT) PROPOSED 2" X 8" LEDGER ATTACHED TO PROPOSED WALL W/ (2) 1/2" DIA. LAG BOLTS W/ 1 " WASHERS @ EACH VERT. STUD LOCATION SUPPORTS. COVERED WITH AN APPROVED SELF—ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION. APPLY ROLLED ASPHALT IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION (TYP.) LOCATION SOFFITS AS NEEDED VV, -\LL VV/ `/) i Z_ UIM, LMr j BOLTS W/ 1 " WASHERS @ EACH VERT, STUD LOCATION (TYP.) TO 24'-0" �, NAILED SHALL BE co c- 0 0 L (J) oc N _ O ] O L E co �� (D a O U w G N 0 Lo V \ 0 Li O D PQ V) Q cn z Q J n c- 0 O L (J) oc 0p N _ O ] O L E Cc �� (D a O U w G c LOp n U) 0 U- V \ O PQ Q EXISTING PRE-ENGINEERED TRUSS THE ENTIRE ROOF DECK SHALL BE 15/32" OSB FASTENED W/ 10D RING SHANK NAILS @ 3" O.C. @ PANEL EDGES AND 6" O.C. @ INTERMEDIATE SUPPORTS. COVERED WITH AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION. APPLY ROLLED ASPHALT IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION (TYP.) DRIP EDGE -__- -_- PROPOSED CONT. 2"X4" P.T. TOP PLATE. CONNECT TO RAFTER W/ SIMPSON STRONG -DRIVE OR EQUAL 6" SCREW @ 32" O.C. PROPOSED 2 X 4 P.T. VERTICAL #2 SYP STUDS @ 16" 0. C. ---------- 1 /2" OSB WALL SHEATHING W/ (2) LAYERS OF #15 FELT ALUMINUM CONT. ------ FASCIA FLASHING PROPOSED 5V CRIMP PANEL ON WATERPROOFING MEMBRANE ON 1/2" OSB SHEATHING 1 " ALUM. ROD & CLEVIS 3/8" ALUM, HANGER PLATE & TONGUE 'TOP OF PARAPET WALL BEYOND -_ PROPOSED 2" X 4" LADDER FRAMING TO EXISTING TRUSS & PROPOSED PARAPET WALL @ 16" O.C. ALONG PROPOSED LEDGER. ATTACH W/ SIMPSON LS90 (OR EQUAL) (TYP.) - PROPOSED 2X8 RAFTERS @ 16" O.C. ATTACH TO CLEAT W/ (2) SIMPSON 2.5A CONNECTORS \ PROPOSED FLUID -APPLIED FLASHING MEMBRANE PROPOSED 2 X 4 P.T. CONT. CLEAT ATTACHED W/ SIMPSON STRONG -DRIVE OR EQUAL 6" SCREW @ 32" O.C. PROPOSED LADDER /_7 7_ 77 T FRAMING Z BEYOND PROPOSED FLUID -APPLIED FLASHING MEMBRANE 7-L BLOCKING @48" O.C. kl (TYP.) 2"X4" DIAGONAL BRACING 0 0 PROPOSED FACTORY BAKED FINISH ON 26GA ALUMINUM CAP FLASHING (BLACK COLOR) PROPOSED 2X8 P.T. NAILER PROPOSED CONT. (2) 2"X6" P.T. TOP PLATE 2X8 P.T. BLOCKING AT TIE ROD LOCATION FOR PROPOSED ANGLE BRACE. ATTACH W/ SIMPSON A35 W/ (6) 10D NAILS @ EACH END. PROPOSED NICHIHA 3030MM ARCHITECTURAL WALL PANELS (AWP -3030) HORIZONTAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. PROPOSED 2" X 6" LEDGER ATTACHED TO PROPOSED WALL W/ (2) 1/2" DIA. LAG BOLTS W/ 1" WASHERS @ EACH VERT. STUD LOCATION PROPOSED 2 X 6 VERTICAL #2 SYP STUDS @ 16" Q.C. 15/32" OSB WALL SHEATHING W/ WEATHER RESISTANT PROTECTION FASTEN W/ 8D O.C. @ EDGES OFF PANELS & 12" O.C. INTERMEDIATE (2) 2X8 P.T. BLOCKING AT TIE ROD LOCATION FOR PROPOSED ALUM. COVERED CANOPY. ATTACH W/ (3) 16D NAILS AND SIMPSON H2.5A MOUNTED LATERALLY @ EACH STUD. PROVIDE 1/2" HAT CHANNELS @ 16" VERTICALLY PROVIDE (2) VERT. 2 X 6 STUD OVER EVERY POST LOCATION USE (1) SIMPSON MSTC40 W/ (10) 16D INTO DOUBLE VERTICAL STUDS & (10) 16D NAILS INTO HEADER & (10) 16D NAILS INTO POST EXISTING 6 X 6 POST BEYOND EXISTING FOOTING PROPOSED 5V CRIMP PANEL ON WATERPROOFING PROPOSED 2 X 4 P.T. CONT.' CLEAT ATTACHED W/ SIMPSON STRONG -DRIVE OR EQUAL 6" SCREW @ 32" O.C. EXISTING PRE-ENGINEERED TRUSSES PROPOSED 2 X 4 P.T. VERTICAL #2 SYP STUDS @ 16" U.C. 3" X 3" X 1/4" "L" ANGLE BRACE./ SEE PLATE 1 ON PAGE S6. ATTACH TO EXISTING TOP CHORD W/ (2) 1/2" LAG BOLTS 0 0 PROPOSED FACTORY BAKED FINISH ON 26GA ALUMINUM CAP FLASHING (BLACK COLOR) PROPOSED 3X3X1/4" SQUARE WASHER (COUNTER SYNC AS NEEDED INTO NAILER PROPOSED 2X6 P.T. NAILER PROPOSED CONT. 2"X6" P.T. TOP PLATE PROPOSED NICHIHA 3030MM ARCHITECTURAL WALL PANELS (AWP -3030) HORIZONTAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. PROPOSED 2 X 6 VERTICAL #2 SYP STUDS @ 16" O.C. PROPOSED 2" X 8" LEDGER ATTACHED TO PROPOSED WALL W/ (2) 1/2" DIA. LAG BOLTS W/ 1" WASHERS @ EACH VERT. STUD LOCATION ATTACH RAFTER TO LEDGER W/ SIMPSON LUS26 1/2 TIE -MAX @ 6'-0" U.C. MAX. '12" FROM CORNERS 15/32" OSB WALL SHEATHING W/ WEATHER RESISTANT PROTECTION FASTEN W/ 8D O.C. @ EDGES OF PANELS & 12" O.C. INTERMEDIATE (2) 2X8 P.T. BLOCKING AT TIE ROD LOCATION FOR PROPOSED ALUM. COVERED CANOPY. ATTACH W/ (3) 16D NAILS AND SIMPSON H2.5A MOUNTED LATERALLY @ EACH STUD. ROD COUPLER DRILL & EPDXY 5/8" THREADED ROD ANCHOR (MIN. 8" EMBED) W/ 1/2" -FIE MAX ANCHOR SYSTEM W/ 3"X3"X'1/4" WASHERS @ SOLE AND "TOP PLATE NOTE: WHERE TIE -MAX ANCHOR LOCATIONS EXCEEDS 3'-0" INSTALL 5/8" POWER-STUD+SD1 EXPANSION ANCHOR (MIN. 5" EMBED) PROPOSED NICHIHA 3030MM ARCHITECTURAL WALL PANELS (AWP -3030) HORIZONTAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS, PROVIDE 1/2" FIAT CHANNELS @ 16" VERTICALLY 2"X 4" P.T. FURRING STRIPS @ 16" O.C. ATTACH TO MASONRY WALL WITH 1/4"X2 3/4" TAPCONS OR EQUAL @ 24" O.C. EMBEDDED INTO MASONRY BLOCK FACE NO LESS THAN 1 1/4" EXISTING CMU WALL EXISTING FOOTING 00 MEMBRANE ON 1/2" OSB SHEATHING THE ENTIRE ROOF DECK SHALL BE 15/32" USB FASTENED W/ 10D RING SHANK NAILS @ 3" O.C. @ PANEL EDGES AND 6" O.C. @ INTERMEDIATE SUPPORTS. COVERED WITH AN APPROVED SELF -ADHERING POLYMER MODIFIED U BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE O N MANUFACTURER'S INSTALLATION INSTRUCTION. O APPLY ROLLED ASPHALT IN ACCORDANCE WITH THE MANUFACTURER'S U INSTALLATION INSTRUCTION (TYP.) U L J PROPOSED (2-2x4) CLEAT UNDER VALLEY PROPOSED FRAMING. ANCHOR TO EACH TRUSS BELOW FLUID -APPLIED WITH 1/2" X 4" LAG BOLTS FLASHING F MEMBRANE o PROPOSED 2X8 RAFTERS @ PROPOSED CUNT. 2"X4" \ w 16" O.C. ATTACH TO CLEAT P.T. TOP PLATE. W W/ (2) SIMPSON 2.5A CONNECT TO RAFTER W/ PROPOSED SIMPSON H6 FOR CONNECTORS SIMPSON STRONG -DRIVE RAFTER/LEDGER/VERT STUD OR EQUAL 6" SCREW @ CONNECTION. (TYP.) 32" O.C. 07 ALUMINUM CONT. FASCIA FLASHING \ PROPOSED 2 X 4 P.T. CONT.' CLEAT ATTACHED W/ SIMPSON STRONG -DRIVE OR EQUAL 6" SCREW @ 32" O.C. EXISTING PRE-ENGINEERED TRUSSES PROPOSED 2 X 4 P.T. VERTICAL #2 SYP STUDS @ 16" U.C. 3" X 3" X 1/4" "L" ANGLE BRACE./ SEE PLATE 1 ON PAGE S6. ATTACH TO EXISTING TOP CHORD W/ (2) 1/2" LAG BOLTS 0 0 PROPOSED FACTORY BAKED FINISH ON 26GA ALUMINUM CAP FLASHING (BLACK COLOR) PROPOSED 3X3X1/4" SQUARE WASHER (COUNTER SYNC AS NEEDED INTO NAILER PROPOSED 2X6 P.T. NAILER PROPOSED CONT. 2"X6" P.T. TOP PLATE PROPOSED NICHIHA 3030MM ARCHITECTURAL WALL PANELS (AWP -3030) HORIZONTAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. PROPOSED 2 X 6 VERTICAL #2 SYP STUDS @ 16" O.C. PROPOSED 2" X 8" LEDGER ATTACHED TO PROPOSED WALL W/ (2) 1/2" DIA. LAG BOLTS W/ 1" WASHERS @ EACH VERT. STUD LOCATION ATTACH RAFTER TO LEDGER W/ SIMPSON LUS26 1/2 TIE -MAX @ 6'-0" U.C. MAX. '12" FROM CORNERS 15/32" OSB WALL SHEATHING W/ WEATHER RESISTANT PROTECTION FASTEN W/ 8D O.C. @ EDGES OF PANELS & 12" O.C. INTERMEDIATE (2) 2X8 P.T. BLOCKING AT TIE ROD LOCATION FOR PROPOSED ALUM. COVERED CANOPY. ATTACH W/ (3) 16D NAILS AND SIMPSON H2.5A MOUNTED LATERALLY @ EACH STUD. ROD COUPLER DRILL & EPDXY 5/8" THREADED ROD ANCHOR (MIN. 8" EMBED) W/ 1/2" -FIE MAX ANCHOR SYSTEM W/ 3"X3"X'1/4" WASHERS @ SOLE AND "TOP PLATE NOTE: WHERE TIE -MAX ANCHOR LOCATIONS EXCEEDS 3'-0" INSTALL 5/8" POWER-STUD+SD1 EXPANSION ANCHOR (MIN. 5" EMBED) PROPOSED NICHIHA 3030MM ARCHITECTURAL WALL PANELS (AWP -3030) HORIZONTAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS, PROVIDE 1/2" FIAT CHANNELS @ 16" VERTICALLY 2"X 4" P.T. FURRING STRIPS @ 16" O.C. ATTACH TO MASONRY WALL WITH 1/4"X2 3/4" TAPCONS OR EQUAL @ 24" O.C. EMBEDDED INTO MASONRY BLOCK FACE NO LESS THAN 1 1/4" EXISTING CMU WALL EXISTING FOOTING 00 O O U � C) rr) N C() O N O 00 U U U L J N U O LL O 0 F 0 o E U w cn W O � II 07 07 Z Q 0 J LL O U � C) rr) C() O N O U U U L J U O LL O 0 F 0 o U w cn O � II 0 H q TABLE 2304.10.1 FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Roof 8d common (2/12" x 0.131 "); or 3-8d common (21 /2" x 0.131"); or Intermediate supports (inches) 1. Blocking between ceiling joists, rafters or trusses 3-10d box (3" x 0.128"); or Each end, toenail to top plate or other framing below 3-3" x 0.131" nails; or 6 12 3-3" 14 gage staples, 7 /16" crown 37. 7/g _ 1 238" x 0.113" nail (subfloor and wall) 2-8d common (21 /2" x 0.131") 12 31. 3/8" - 1/2 2-3" x 0.131" nails Each end, toenail Blocking between rafters or truss not at the wall 2-3" 14 gage staples 8d deformed (212" x 0.131") 2-16 d common (31 /2" x 0.162") 3-3" 14 sta les, 7 gage P /16" crown top plate, to rafter or truss 4 3-3" x 0.131" nails End nail 4 3-3" 14 gage staples 12" D.C. each edge, face nail 6 16d common (31 /2" x 0.162") @ 6" c.c. 3 Flat blocking to truss and web filler 3" x 0.131" nails @ 6" o.c. Face nail 6 3" x 14 gage staples @ 6" o.c 23/8" x 0.113" nail; or 4 3-8d common (21 /2" x 0.131"); or (23'8"x 0.128"); or 2" 16 gage staple, 7/16" crown 3-10d box (3" x 0.12II"); or 12" O.C. face nail 2. Ceiling joists to top plate 3-3" x 0.131" nails; or Each joist, toenail 12 3-3" 14 gage staples, 7 /16" crown 2-8d common (21/2" x 0.131"); or 1'V2" galvanized roofing nail 3-16d common (31 /2" x 0.162"); or Each side of end joint, face nail 3. Ceiling joist not attached to parallel rafter, laps 4-10d box (3" x 0.128"); or 3 over partitions (no thrust) 26. 2" planks (plank & beam - floor & roof) Face nail (see Section 2308.7.3.1, Table 2308.7.3.1) 4-3" x 0.'131" nails; or 20d common (4" x 0.192") 144" galvanized roofing nail 4-3" 14 gage staples, 7 /16" crown 16" o.c, face nail 4. Ceiling joist attached to parallel rafter (heel joint) Per Table 2308.7.3.1 Face nail (see Section 2308.7.3.1, Table 2308.7.3.1) 3" x 0.131" nails; or 12" o.c, face nail 24" o.c. face nail at top and bot- 3-10d cornmon (3" x 0.148"); or tom staggered on opposite sides 4-10d box (3" x 0.128"); or 3" 14 gage staples, 7 /16" crown 5. Collar tie to rafter 3-16d box (31/2" x 0.135"); or Face nail ing at braced wall panels 4-3" x 0.131" nails; or And: 4-3" 14 gage staples, 7 /16" crown 2-20d common (4" x 0.192"); or �a Q 3-10 common (3" x 0.148"); or 3-10d box (3" x 0.128"); or Ends arid at each splice, face nail 3-16d box (31 /2" x 0.135"); or Toenail 6. Rafter or roof truss to top plate 4-10d box (3" x 0.128"); or Toenailc (See Section 2308.7.5, Table 2308.7.5) 4-3" 14 gage staples, 7/16" crown; or 3-16d common (312" x 0.162"); or 16. Stud to top or bottom plate 4-3" x 0.131 nails; or 4-10d box x (3" x 0.128"); yr Each joist or rafter, face nail 4-3" 14 gage staples, 7/16" crown 4-3" x 0. nails; yr 2-16d common (31 /2" x 0.162"); or End nail 3-10d box (3" x 0.128"); or , 2-16d common (3,112' x 0.162"); or End nail End nail 3-3" x 0.131" nails; or 4-3" x 0.131" nails; or 17. Top or bottom plate to stud 3-3" 14 gage staples, 7 /16" crown; o End nail 7. Roof rafters to ridge valley or hip rafters; or roof 3-10d common (31 /2" x 0.148"); or 2-8d common (212" x 0.131"); or rafter to 2 -inch ridge beam 2-16d common (31/2" x 0.162"); or 2-1 Od box (3" x 0.128"); or Each end, toenail 3-16d box (31 /2" x 0.135"); or 2-3" x 0.131" nails; or 18. Top plates, laps at corners and intersections 4-10d box (3" x 0.128"); or Toenail 4-3" x 0.131" nails; or 4-3" 14 gage staples, 7 /16" crown (continued) DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framinga 8d common (2/12" x 0.131 "); or Edges (inches) Intermediate supports (inches) 8. Stud to stud (not at braced wall panels) 6d common or deformed (2" x 0.113") (subfloor and wall) 6 12 8d box or deformed (42" x 0.113") (roof) 6 12 3-3" 14 gage staples, 7/16" crown 37. 7/g _ 1 238" x 0.113" nail (subfloor and wall) 6 12 31. 3/8" - 1/2 1116d box (392" x 0.135"); or 12" o.c. face nail corners (at braced wall panels) 13/4" 16a e staple, 7 g 9 P /16" crown 8d deformed (212" x 0.131") rr 3-3" 14 sta les, 7 gage P /16" crown (subfloor and wall) 4 8 23/8" x 0.113" nail (roof) 4 8 12" D.C. each edge, face nail 6 13'4" 16 gage staple, 7/16" crown (roof) 3 6 32. 1932' - 3/4 8d common (21/2" x 0.131"); or 6d deformed (2" x U.113") 6 12 23/8" x 0.113" nail; or 4 8 (23'8"x 0.128"); or 2" 16 gage staple, 7/16" crown 3" x 0.131" nails; or 12" O.C. face nail " 33. 7/8 - 11/4 10d common (3" x 0.148"); or 8d deformed (21 /2" x 0.131 ") 6 12 Other exterior wall sheathing 2-8d common (21/2" x 0.131"); or 1'V2" galvanized roofing nail 12-10d box (3" x 0.128"); or Each side of end joint, face nail 34. 1/"2fiberboard sheathingb (7/16" head diameter); or 3 6 26. 2" planks (plank & beam - floor & roof) 114" 16 gage staple with 7/16" or 1" crown Each bearing, face nail 12-3" 14 sta les, 7 gage P /16" crown 20d common (4" x 0.192") 144" galvanized roofing nail 16d common (3fe, x 0.162"); or 16" o.c, face nail [35. 25/32" fiberboard sheathingb (7/16" diameter head); or 1'V2" 16 gage staple with 7/16" or 1" crown 3 6 (continued) DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Wall 8d common (2/12" x 0.131 "); or 16d common (3/112" x 0.162"); 24" o.c. face nail 8. Stud to stud (not at braced wall panels) 10d box (3" x 0.128"); or Face nail (inches) 3" x 0.131" nails; or 16" o.c. face nail 4d casing (11/2" x 0.080"); or 41.1/4 3-3" 14 gage staples, 7/16" crown 37. 7/g _ 1 8d deformed (2/2" x 0.131") 16d common (31/2" x 0.162"); or 16" o.c. face nail 9. Stud to stud and abutting studs at intersecting wa 1116d box (392" x 0.135"); or 12" o.c. face nail corners (at braced wall panels) 3" x 0.131" nails; or 8d deformed (212" x 0.131") rr 3-3" 14 sta les, 7 gage P /16" crown 12" D.C. face nail Floor 16d common (3112" x 0.162"); or 16" o.c. each edge, face nail 10. Built-up header (2" to 2" header) 16d box (392" x 0.135") 12" D.C. each edge, face nail 6 4-8d common (21/2" x 0.131 "); or 3-3" x 0.131" nails; or 11. Continuous header to stud 4-10d box (3" x 0.128") Toenail z 16d common (31/2" x 0.162"); or 16" o.c. face nail 12. Top plate to top plate 10d box (3" x 0.128"); or (23'8"x 0.128"); or 6 3" x 0.131" nails; or 12" O.C. face nail 8d corrosion -resistant casing 3" 14 gage staples, 7/16" crown 3" 14 gage staples, 7/16" crown UA 8-16d common (31/2" x 0.162"); or 2-8d common (21/2" x 0.131"); or Face nail 12-10d box (3" x 0.128"); or Each side of end joint, face nail 13. Top plate to top plate, at end joints 12-3" x 0.131" nails; or (minimum 24" lap splice length Face nail 26. 2" planks (plank & beam - floor & roof) each side of end joint) Each bearing, face nail 12-3" 14 sta les, 7 gage P /16" crown 20d common (4" x 0.192") 32" D.C., face nail at top and bot- 16d common (3fe, x 0.162"); or 16" o.c, face nail 14. Bottom plate to joist, rim joist, band joist or block- 16d box (392" x 0.135"); or 10d box (3" x 0.128"); or ing (not at braced wall panels) 3" x 0.131" nails; or 12" o.c, face nail 24" o.c. face nail at top and bot- 3" 14 gage staples, 7/16" crown tom staggered on opposite sides 2-16d common (31/2" x 0.162"); or 3" 14 gage staples, 7 /16" crown 15. Bottom plate to joist, rim joist, band joist or block- 3-16d box (31/2" x 0.135"); or 16" o.c. face nail ing at braced wall panels 4-3" x 0.131" nails; or And: 4-3" 14 gage staples, 7/16" crown 2-20d common (4" x 0.192"); or �a Q 4-8d common (2/2" x 0.13111); or 3-10d box (3" x 0.128"); or Ends arid at each splice, face nail 4-10d box (3" x 0.128"); or Toenail 4-3" x 0.131" nails; or 3-3" 14 gage staples, 7 /16" Crown 4-3" 14 gage staples, 7/16" crown; or 3-16d common (312" x 0.162"); or 16. Stud to top or bottom plate 2-16d common (31/2" x 0.162"); or 4-10d box x (3" x 0.128"); yr Each joist or rafter, face nail 3-10d box (3" x 0.128"); or 4-3" x 0. nails; yr 3-3" x 0.131" nails; or End nail 3-3" 14 gage staples, 7/16" crown 3-16d common (312" x 0.162"); or 2-16d common (3,112' x 0.162"); or 4-10d box (3" x 0.128"); or End nail 3-10d box (3" x 0.128"); or 4-3" x 0.131" nails; or 17. Top or bottom plate to stud 3-3" x 0.131" nails; or End nail 3-3" 14 gage staples, 7/16" crown 2-8d common (212" x 0.131"); or 2-16d common (31/2" x 0.162"); or 2-1 Od box (3" x 0.128"); or Each end, toenail 3-10d box (3" x 0.128"); orFace 2-3" x 0.131" nails; or 18. Top plates, laps at corners and intersections 3-3" x 0.131" nails; or nail 3-3" 14 gage staples, 7/16" crown (continued) Wood structural panels, combination subfloor underlayment to framing 36. 3/4" and less6 8d common (2/12" x 0.131 "); or 2-8d common (21 /2" x 0,131"); or 12 Intermediate support 6d deformed (2" x 0.113") Face nail (inches) (inches) 8d common (2/2" x Q.131"); or 4d casing (11/2" x 0.080"); or 41.1/4 2-3" 14 gage staples, 7/16" crown 37. 7/g _ 1 8d deformed (2/2" x 0.131") 6 12 38. 11/8- - 11/4 10d common (3" x 0.148"); or 6 12 3-8d common (2V2" x 0.131 or" "); 8d deformed (212" x 0.131") rr 3-10d box (3" x 0.128") Panel siding to framing Floor 6d corrosion -resistant siding 3-8d common (212" x 0.131 "); or floor (D 39. 1/2" or less (17/8" x 0.106"); or 6 12 3-3" x 0.131" nails; or 6d corrosion -resistant casing (2" x 0.099") W 3-3" 14 gage staples, 7/16" crown z 8d corrosion -resistant siding 8d common (21/2" x 0.131"); or w 40. v/8 (23'8"x 0.128"); or 6 12 3" x 0.131" nails; or 8d corrosion -resistant casing C) 3" 14 gage staples, 7/16" crown UA (212" x 0.113") 2-8d common (21/2" x 0.131"); or Face nail DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER I SPACING AND LOCATION Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framinga � V1 2-8d common (21 /2" x 0,131"); or Edges Intermediate support 2-10d box (3" x 0.128"); or Face nail (inches) (inches) Interior paneling 4d casing (11/2" x 0.080"); or 41.1/4 2-3" 14 gage staples, 7/16" crown 4- 4d finish (11 /2" x 0.072") 6 12 42. 3 6d casing (2" x 0.099"); or /8 T 6 12 6d finish (Panel supports at 24 inches) 3-8d common (2V2" x 0.131 or" "); Face nail For $I: 1 inch = 25.4 ruin. a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For nailing,of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). c. Where a rafter Is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by one nail. LL I (continued) DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Wall � V1 2-8d common (21 /2" x 0,131"); or -Ui- 19. 1" brace to each stud and plate 2-10d box (3" x 0.128"); or Face nail N 2-3" x 0.131" nails; or k ti 2-3" 14 gage staples, 7/16" crown 4- 20.1 x 6" sheathing to each bearing 2-8d corrtrnon (212" x 0.131 or" "); Face nail ti 2-1 Od box (3" x 0.128") � N 21.1 x 8" and wider sheathing to each bearing 3-8d common (2V2" x 0.131 or" "); Face nail rr 3-10d box (3" x 0.128") U Floor W U 3-8d common (212" x 0.131 "); or floor (D I 3-10d box (3" x 0.128"); or (� 22. Joist to sill, top plate, or girder 3-3" x 0.131" nails; or Toenail W 3-3" 14 gage staples, 7/16" crown z p 0 8d common (21/2" x 0.131"); or w 23. Rim joist, band joist, or blocking to top plate, sill c a Od box (3" x 0.1'28"); or 6" o.c., toenail other framing below 3" x 0.131" nails; or C) 3" 14 gage staples, 7/16" crown UA 24. 1" x 6" subfloor or less to each joist 2-8d common (21/2" x 0.131"); or Face nail UUA 2-10d box (3" x 0.128") Z 25. 2" subfloor to joist or girder 2-16d common (312" x 0.162") Face nail 26. 2" planks (plank & beam - floor & roof) 2-16d common (312" x 0.162") Each bearing, face nail 20d common (4" x 0.192") 32" D.C., face nail at top and bot- tom staggered on opposite sides 10d box (3" x 0.128"); or 3" x 0.131" nails; or 24" o.c. face nail at top and bot- tom staggered on opposite sides 3" 14 gage staples, 7 /16" crown 27. Built-up girders and beams, 2" lumber layers w Pi And: 2-20d common (4" x 0.192"); or �a Q 3-10d box (3" x 0.128"); or Ends arid at each splice, face nail 3-3" x 0.131" nails; or 3-3" 14 gage staples, 7 /16" Crown 3-16d common (312" x 0.162"); or 28. Ledger strip supporting joists or rafters 4-10d box x (3" x 0.128"); yr Each joist or rafter, face nail 4-3" x 0. nails; yr 4-3" 14 gage staples, 7/16" crown 3-16d common (312" x 0.162"); or 29. Joist to band joist or rim joist 4-10d box (3" x 0.128"); or End nail 4-3" x 0.131" nails; or 4-3" 14 gage staples, 7/16" crown 2-8d common (212" x 0.131"); or 30. Bridging or blocking to joist, rafter or truss 2-1 Od box (3" x 0.128"); or Each end, toenail 2-3" x 0.131" nails; or 2-3" 14 gage staples, 7/16" crown FIP-1 HEADER '1'0 POST (1) SIMPSON CPT66Z W/ (2) 1/2" THREADED ROD DRILLED & EPDXIED INTO SLAB. MIN. EMBED 14" ORIENTATION OF DETAIL MAY VARY DEPENDING ON LOCATION FB -1 FRAME IN - FILL OF EXISTING BLOCK OPENING 2X P.T. BUCK W/ 1/4"0 X 3" TAPCONS @ 9" O.C. & 3" FROM CORNERS USE (1) SIMPSON SPI W/ (6) IOD NAILS INrO S'rUD & (4) 10D NAILS INTO SOLE PLATE ® VERTICAL KING STUD LOCATIONS. NEW 2X8 FRAMING 1/2" OSB SHEATHING ATTACHED W/ 8D NAILS (RINGSHANKED) m 6" O.C. ALONG EDGES AND 6" O.C. IN FIELD EXISTING FOUNDATION DW HD -121 HDR. DETAIL 16d COMMON NAILS ® 16" O.C. 0 TOP & BOTTOM EDGE (6" FROM ENDS 0 1.5" FROM EDGE) O 1/2" x 12" PLYWOOD FLITCH PLATE BETWEEN MEMBERS DEPENDING ON LOCATTON ®�,O,1,111It4##;710 n� o7073- � 9 TE OF 's q/�1�/ v d10144iiiiiialBa�39a® OD r` � V1 N -Ui- Opp LW z¢ wa N -w. i O k ti 4- � Q � 00 ti L � N N O rr U 4 rn 0 0 W U In (D I (� o LU CL, 0®4 W E z p 0 � w z � t CD C) rp UA UUA Z Z Q n LQ r` � V1 N -Ui- Opp LW z¢ wa LU Q p m -w. i O k ti 4- � Q � W LQ�" 'v ti L � N �Z�v O rr U 4 rn 0 0 W U (D I (� o LU CL, 0®4 Z E z p 0 � w z � t CD V rp UA UUA � O Z p o� O � Q � L � N O � U w O LL (D (� v)rZ L E z p 0 U O w � t CD fO v d w Pi �a Q A Rt 3500 8,.OrImIdo QrIve Samford; R. 32773 5/10/201,8 F, ISTING LEGEND EXISTING 115V RECEPTACLE EA[STING EXI$TIPIG RERI„>AQE N Fcr^I LACI- ® REPLACE l i ' [J5culEt wf © � eaA=ri�lo 13t, CEILING MOUNT — 48" LIGHT FIXTURE 48" DROP ACOUSTICAL FIXTURE t . . 1:5411110 i11wv �-1 � II bV8 Parol AC Panel 200A400Kt. 225A40C-kt; 126A'12(ht. JE'11411'J 1201?GI3Y PALO MCE3 h�1G E1 w N11.0 aF H 4W a 1201208V '120/ wv i21iJ gtiV 120120dil i20208V „ 00 AP i . Q 3PI-14W 3PH 4VV J 3PH 4W !PH 3W VI -14W N3tt 600 AMI,) «n CAD: , oJf \ s _ . _ EXI"�TIi�1�a•V'JIRG4VFIY A m EXISrIN0'(2) ;Y" `eariduit with rl - GUq "1'I IM N Stranded`Coppee B CXISTINO (2) 3" c'ondijit With 4 - 500 TMHN atranded CQppor V #210` rd, C RX15TING 3" Gm*it vv10i et - 350 THHN 1 if3.Card. G1 �_�;t�,`t'ItVG9�1t2"cr�r,T�„isralt�liitL�l€�11f�''i�INh��i�f#�a.�tr�. E EXIcr INQ 2`R Qvndulf'Mth 4-3/0 `'rHHN &'i 06 Gird. 1= twX13T1Il ."` C+as dui$,Wlttt 3-f0j'1'H1HN � 1 fi-ClOrd. Ca Xi iTIiJG'1.1l '` u ni uil'With 3=t�3 THI-1N & J /#3 C1r(i. H m V'X)S r1NQ.';) 5/8" X 11)' Graond Ibd with*1 Gini: Per NZ0. BRAMI. TT E1 EQTRIQ, IN.0, (352)629-1296 ENGINEER'S SEAL ONLY APPLIES TO STRUCTURAL COMPONENT-) 1. ANY PROPOSED ELECTRIC TO BE TIED INTO EXISTING PANEL PER NEC 2014. 2. NOT ALL EXISTING ELECTRIC SHOWN. 3. ANY PROPOSED LIGHTING MUST CONFORM TO FBC—EC 505.2 4. NO EXISTING ELECTRICAL IS SHOWN, ONLY PROPOSED Proposed Electrical Layout SCALE: 1/4" = V-0" ff,'BRAMLETT ELECTRIC, NO 470. NN. MhAve' OCALA R.34482. ELEC. NOTES/SPECS 1. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSTALLATION AND SIZING OF ALL ELECTRICAL, WIRING, AND ACCESSORIES. 2. ALL PROPOSED ELECTRICAL 'TO TIE INTO EXISTING ELECTRICAL PANEL PER NEC 2011. 3. NOT ALL EXISTING ELECTRICAL SHOWN, ONLY PROPOSED ELECTRICAL. 4. ALL ELECTRICAL TO BE MOUNTED ABOVE THE BASE FLOOD ELEVATION. 5. SWITCH AND RECEPTACLE HEIGHTS ARE AS FOLLOWS TO CENTERLINE OF BOX: (A) STANDARD OUTLETS 16" (B) STANDARD SWITCHES 44" (C) COUNTER OUTLETS 44" (D) BATHROOM OUTLETS 42" 6. JUNCTION BOXES WILL NOT BE INSTALLED ON THE FRONT OF ANY BUILDING FOR ANY REASON, ANY CONNECTIONS OUT OF THE FRONT, MUST BE SLABBED IN OR LOOPED AROUND FROM THE SIDE OF THE BUILDING FROM A JUNCTION BOX. 7. PROVIDE G.F.I. TYPE RECEPTACLES AT ALL RESTROOMS AND EXTERIOR WATERPROOF OUTLETS, OR SUPPLY THROUGH A GROUND FAULT CIRCUIT INTERRUPTER. 8. LOCATION AND RATING OF ALL ELECT. PANELS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 9. CONTRACTOR TO CONNECT ALL FIXTURES AND APPLIANCES ELECTRICAL LEGEND 115V RECEPTACLE $ SINGLE WALL SWITCH QUAD RECEPTACLEa N 3 WAY WALL SWITCH ® ELECTRICAL PANEL RECESS CAN © POWER FOR POS 00 CEILING MOUNT — 48" LIGHT FIXTURE 48" DROP ACOUSTICAL FIXTURE 00 O O L V) N O L w _ C) Com] E 00 V) L O 0 U w N O �-1 � II Ln V \ W 7) f� 07 w V) a (J) z Q J O U L V) O N O L w _ C) Com] E 0 OCD V) L O 0 U w LO a n Cf) O �-1 � II U V \ f� w a