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HomeMy WebLinkAbout2610 Narcissus Ave 18-3627; NSFH (A)CITY OF Sk�4FCJ%RD FIRE DEPA RI'itt9EN'r 1e.1 2 AtDC t 414 Ifrtil�/irrb Fire Prevention Division AUG PERM] TAPPLICATION Application No: r � Documented Construction Value: $ Job Address 2610 Narcissus Ave Sanford FL 32771 Historic District: Yes❑Noz Parcel ID: 22 19 30 5AD-0000-011 A Residential✓ Commercial hype of Work: New Addition❑ Alteration[] Repair[] Demo❑ Ch�ingey�t�Usc� 1VLyve❑ Description of Work: New Single Family Construction Plan Review Contact Person: Matt Patterson Phone: (321) 299-6589 Fax: (407) 650-2879 Title: VP E,,,,tit:cypresshomebuilders@gmail.com Property Owner Information Name Cypress Holdings, LLC Street: 4925 Red Brick Run City, State zip: Sanford, FL 32771 Name Phone: (407) 616-5997 Resident of property? : NO Contractor Information Cypress Homes / David N. Ferri Phone: (407) 616-5997 Street: 4925 Red Brick Run City, State zip: Sanford, FL 32771 Fax: (407) 650-2879 State License No.: CBC 1262052 Architect/Engineer Information Na><11c: T.S. Chehal Engineering Phone: (407) 521-5557 Street: 531 S State Rd 434 #1001 city, St, zip: Altamonte Springs, FL 32714 Bonding Company: Address: N/A Fax: E-mail: raj7065@aol.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE 'CO RECORD A NOTICE OF CONIMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and iustallalious as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FISC 105.3 Shall be inscribed with the date of application and the code in effect as or that date: 611' Edition (2017) Florida Building Code Revised: January 1, 2013 Permit Application NOTE'. Conceptual drawings, owner and contractor responsible for accuracy of drawings. O DATE: 7.:14.18 SCALE: AS NOTED SHEET NUMBER C-1 - d ,o V-) a O O DATE: 7.:14.18 SCALE: AS NOTED SHEET NUMBER C-1 - d ,o V-) 06 O DATE: 7.:14.18 SCALE: AS NOTED SHEET NUMBER C-1 - d ,o NOTE': Conceptual drawings, owner and contractor responsible for V) accuracy of drawings. LU GL U— — LU „�b•,5Z -3a.1 �5F w0 -,9Z m �wzO. O > Lys NM 1 HS SZ m z Q 1-- ®_. ' L U p m m LLJ Q — O(�LV(lm 1VV1[ LL 00� T U0. 00 lam, , J 0- O OX �tV q o� �a SEE• Oxy -!V12 Ox, ivy . 0 (Dcr I- —LL �/ r(z� r�W or 19- � r'n�l frQ -' Lam, co t ww A LU M Q0AL n - 0 to Pdj _ _ _ _ C� ® X/~i r^/G Piy W IiQX T 1 J C.OI`1P. Sh11tYLEg OV> ROFELT `1/16` /IxCN 2) 2 2- Tau J Cox CSR 0&0 NI R 3$ . ("lir`L IN�UL.�TlGN 'D U d8 8905 d8 8905 OroOff. WlHU--i IC.Ah[E MCHOR HE E.A1'CCET FOR T'rf='i; < NAMF. � iY L..t_.1 f"�`� 1 N N � ,f CI~ 'STEEL PLATE HETILF-EN VARIES • 5d COOLER NAII-5 OR GLLV✓54 U3aVgH 03HAV flmwr o Fes/ T • , TZ -.L „E ,L l ,E.6 -.T _ FIL! ED PS 1D BEAM W/1'-5 MILDER NCN-5TfWj, G JfR..A( CONT. LU(2511 SPLICES ML • ` SEcx �t:cYs�,-il� '�:�P, � . �:.v T"�.G.. Lr.Jf �¢•,� FOR Gf,I W-15 . CEMENT TE>CNfZEt? ` 11,21 Gi P 50AP0 OVER p 3W P.T. FUF<FR Per- ln1\t r-5 j Ca j cs uEINDOW ., . I I j p'FZE;- C:,dT INLL �. 1 I 61 Cm, - a N I • O r _ 411 C-C.HC.'6L.,AB W/ FIDEFJ-Z51-1 — _ OR 6xr? UJIM CHER 611 Yl cr-., 01_0l, FK FL. ' FIN15H GRADE 111 SII �, � '• 1 •'' r d . : � 1 � � , , , -------• •i x H bRYER r OC �� o i, I x Its -19 rI U11 LLn �l v NN I '. 1 '- Z 'ITL -IE Uj 1^ _ J Q 74l i o Q N L9 z ca a aq 0 x to �� I oal U i r li . rl I CV i� t oou U :, 1 , A. Door between garage and living area of I m o y°� � I house to be minimum 20 minute solid I ` c . O =It core door & self closing. I S° 1 o ¢ 09 0@B. Wall between garage and living area I of house to have YP finished drywall I ” v minimum. C. Garage ceiling to be 5/8" type 11X11 if _ E v —jI_ there is living space above garage. — — NOTE': Conceptual drawings, owner and contractor responsible for V) accuracy of drawings. LU GL U— — LU �. m �wzO. O > Lys �' m z Q 1-- ®_. ' L U p m LLJ Q LL lam, , J i=J —LL Lam, t to C� ® X/~i r^/G Piy W IiQX T 1 J C.OI`1P. Sh11tYLEg OV> ROFELT `1/16` /IxCN 2) 2 2- Tau J Cox CSR 0&0 NI R 3$ . ("lir`L IN�UL.�TlGN 'D PTRZ-Et`1 It,02RED TR 5$P1 #" OroOff. WlHU--i IC.Ah[E MCHOR HE E.A1'CCET FOR T'rf='i; < NAMF. L..t_.1 f"�`� .—t F'ROYIDE 4,t.;i4 t7. F'AF 1=R OR � ,f CI~ 'STEEL PLATE HETILF-EN VARIES • 5d COOLER NAII-5 OR GLLV✓54 v 7 O.C. flmwr o Fes/ T • A3 SPEGIFIriQ 15T ; FIL! ED PS 1D BEAM W/1'-5 MILDER NCN-5TfWj, G JfR..A( CONT. LU(2511 SPLICES ML • ` SEcx �t:cYs�,-il� '�:�P, � . �:.v T"�.G.. Lr.Jf �¢•,� FOR Gf,I W-15 . CEMENT TE>CNfZEt? ` 11,21 Gi P 50AP0 OVER F In l f IH U),t C7, • 3W P.T. FUF<FR Per- ln1\t r-5 j Ca j cs uEINDOW ., 5IL.L p'FZE;- C:,dT INLL 61 Cm, r _ 411 C-C.HC.'6L.,AB W/ FIDEFJ-Z51-1 OR 6xr? UJIM CHER 611 Yl 01_0l, FK FL. ' FIN15H GRADE 111 SII �, � '• 1 •'' r d . : � 1 � � , , , -------• •i NOTE': Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE. 8.6.18 SCALE: AS NOTED SHEET NUMBER Al 12" ROOF OVERHANGS 12n R _ OOFOVERHANGS • W / x .7EXiUEiE DECORATIVE _/... STU CO FINISH ... .. .. W W Lo ;o ro TEXTURED DECORATIVE SCUCCO FINISH r f 12" ROOF OVERHANGS 12n R _ OOFOVERHANGS • W / x .7EXiUEiE DECORATIVE _/... STU CO FINISH ... .. .. W NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. � � a w DATE SCALE: AS NOTED SHEET NUMBER NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: SCALE: A5 NOTED SHEET NUMBER 04— 1®. NqTF Conceptual drawings, vi qv ; owner and contractor responsible for accuracy of drawings. "' . vi qv ; "' . i w LU Wim, U -. LU .. ..LL.. a VERTICAL SLAB ..: ZD OR GRAPH 2 05% CONT. 3 COVERAGE MIN. tTYPJ n I {-��►L� n (2) #5 Rebar Cant. 7 1 05 VERTICAL ,s 1* 771rn ro OR GRADS ° '��_ ID, _ ; :: X17-�I�7��7 �� p7 3 '5'e CONT. � _ •. �77--177--�}�� t L! N.IN. (TY '-) u (3) 15 Rebar Cont. —2 1 05 VERTICAL e q ' GRADET --3 COVERAGE • tI ' !J.1 �1i-- MIN. fTYPJ 05'e CONT. J. �� (2) #5 Rebar Cont. 1 05 VERTICAL CztAE�I �*; : Q ♦ .�—�.__.., L��1� ��...-."I '`�•�°'fit 3 +5'c GOtyT ____� � =�=�3 �Q1��i� .}° `r :�.j• .. �... —�—i MIN. (TYPJ J� (3) #5 Rebar Cant. 10 :3/4' RAINGtI 4• coNC. DR11 WA TE —L�— 1 f5'e CONN. I I I�.� i I.I., MIK (TTP-) �C Lev I I I r (2) #5 Rebar Cant.. 914' (2AINGU� alXal arm,a• 4 Sj"'Lµ�1.11� tFtF ����1111 [j[j[j[j 1�1�111 �� t+• • � r. I ��• m `1=}:.T•;`''. .. t 05' e CONT I�lp MIN. rrmJ — O #5 Rebar Cant. ,s n ' .. :. 2N,\ QUALITY PRECAST COMPANY "STRUNG" QN 5CRVICE TA.131.E No. d P.Q. Box 11- Brandon, Florlda 35500.0011 TAMPA DISTRICT ORLANDO DISTRICT. SPRINGHIIIDISTRICT .. DISPATCH AISPATCH 619;665.5015 Hul9borough 727.021.6227 Pinallax 401,877.1000 Metra Orlando �52.700.7.D01 366,226.2112 Vulunlu 003.425,3U10 Polk tiYT"y. qTiaz EypreC LOFT'S CONCRETC FROOUCTS, DISTRIBUTORS FOR; INC, CUMMERCIAL,CONCRETE PRODUCTS, INC./ WEKIWA CONCRETE PRQOUCTS,: F! 5094 QUALITY PRECAST Co.. .. Fl 1418 -Fit Fl•1'T7f - RI . I NOTE: —`— Conceptual drawings, owner and contractor responsible for accuracy of drawings. TA.131.E No. d GRAY17T 4 UPLIFT vo 5AF6 LOADS (PLF) tD H' n I6' COMPOSHE LR4TEL5 1'NFY. LPttal: LLEAR LDnEL GRAYIIY 54fE LOAF 110. LLrriitl bPAli ITM . •. 601.11r - SnIXX M•I 7 •!p' I'-6' �- PICCdaI �5IA4 J M•7 3'•G' T•1 Pleader 1(7C*Gp _•—..-.. hl -3 4'•D' 2•8'Prac4al w M•4 4'-6' 3'•1' Rrecasl M•5 'd'•8' 3'-4' •,Precast 916 1 _ ....— 16 M•6 5'.d' 4'•O' F'racdal . 11•1 5'•ID' d'•6' �Pracdal __�ti .. 6431 M -H 6'•4' 5'•D• Prccaal 5 LS M•9 6'•6' 5'•T Ptacdsl 4115 M•ID 6'•H' 5••4' I'reusi .3934 M•8 l'•6' 6'•7• ' Precast 31F3 hi•17 1'•H' 6'•4' Precd4t 7911 M•13 H'•O' 6'•0' Prccasl 7196 M-14 _ H'•d' 1'-c7' Precast 7501------------- Ff-Ir, I 9'•d' A'. p' _ Precast 73% N -IFS 1_-' Ip•.6• 9'•7• Pracdal 1969 T M•r1 11'•d' Im'•D' FYacasl F 7l M•IH lJ�'•FJ' Ip'•H' Pracast � .•_..`.. 1455 {1���i19 1_- r7'•6' II'•7' Precast �., 1335 4--_-JP_ 13'•4' 11'•D' P'raedet . 1151.. ' N-11 i 14.0'.•8. Praedal 1144" hl -7] 14'•0' 13'-4' Prastressed 1066 r•'— •,-� M•73 __ 15'.q' 14'•0• FYcslrnaod � 1734 M34 IT'•d' 16'•D' F7eatseeaad If60 •�-, PfO1lrC000d WI M•76 70%V - I6'•H' • Fiaslr�+sad 849 m _ M•1 � _ 77'•0' 71'•4,__ 7p'•D' F; cavet�cJ _ � ..." --��� - 146 N-70 20'• H' ftastrossed ,._. I.1y 74'.O• 77'•H' FYasltcisad �� •_'.,,,, 6'D••^ -•N� J . I NOTE: —`— Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: 8,6.18 SCALE: AS NOTED SHEET NUMBER S2.. 10 vo tD DATE: 8,6.18 SCALE: AS NOTED SHEET NUMBER S2.. 10 401011 -- , Unless Noted Otherwise : I Use kIETA l6 C MU. 'Cn Trusses, Joists And Beams . T can • 2. Use GSTA30 Or IITS20 Frama ` o Joists And Beams 3. Use MTS 12 Frame To Trusses 4, Use HUS26 As I Illy Hanger And HGIJS26-2 As 2 Ply Hanger 5.'Under Girders & Beams, Apply Minimum Snipe Number Of Studs �{ rr I .t~ �,v_ I., :t(� As The Number Of flies !n Girder Or Beam. 1. Client to review overall placement plan including dimensions, roof and =Q Q a Q iiQ i Q `'1+. 3Q ►lQ (rQ lQ t;—� l . E 7 �- l,-, ��� It""y 6. All Exterior wisps To Be treated As Bearing Nulls. il!,cc IIo �fir- ll�r , r-. t- (fir t- %,t- n� �� J tw`U TUU g ,; ceiling conditions, top chord size, overhang / cantilever lengths,heel t✓ t L..� '"'"'� _ Te •a:�"]. 5..—� S}w jFww S: 5l { rl la"� —y }� }� 7. If Lintel Strap Is Missed, Apply (1) HTSM16 W.(4) 1/4 x 21/4 heights, bearing & non-bearing wall locations and heights. { it r � l i g Tillicons For, 1,175 Lbs Uplift And (2)HTSM16 for 2,350 Lbs Uplift g g g g 1I SI i / /4i t ,.' to 8.1VIS`1A36 And I1T5201•'lay Be lnterchaitged. 2. Client to review entry and / or other conditions that require centering J. All Ganged (Multiple) Studs To Have SP4. Also SPI May Be of peaks, overhangs or cantilevers to ensure proper truss design, �11 Used In Lien Of SPI &SP2 p P p g Cil I t lea , ' 1 rl i 10. Provide HIP Roof Deck Support Per AIA Guidelines 3. Client to review AHU conditions such as, hung from ceiling, recessed i s \ into ceiling or attic mounted. It is the client's responsibility to Inform \ * 11174, HITS, NIGT w/ 5/8" Diamcter A. B. iv/ 6" Embedment truss plant of locations, size, and weights. .. � ` • .. � � ' t � 3i � !I 'GJ3 A.11 Strapping Ilnrdware To P'r Lumber To Be Galvanized 4. Client #o review 1 conditions; CJ3 .._ �. ,' � � ;I \ N w specia ons; such as beam loads, dropped soffit Design Rec ntrements: loads and sk lite locations to ensure proper truss design / placement. \ 1. Live loads for floors, is 40 PSF Y p p g gg ? a • , 5. Ceiling drops and valleys not shown are to be field framed b ' client. i � ..._..�,._.., ...�..,..,.� �< 2. Live toad for roof is z0 I Si' , � P Y Y 65 6. Hip and corner jacks not cut are to be cut in the field by others. CJ d , 7. Overhangs are 2x4 or 2x6, no blocking is applied. B..Ul er......11i. 2 PI I , .. 8. Overhangs are considered wild, cut to fit in field. > 9. Temporary or permanent bracing is not included in truss package. 16. erect trusses per BCSI-B1 Summa Sheet.- Prior to erecting trusses A16 0 load Br .Wall a.� p Summary g l } )6 � HECA)b PL refer to sealed truss enginering sheets for additional important info. �1 . N P. 11, It is the client's responsibility to cooridinate delivery dates with truss \ plant/sales. Truss delivery will be on the agreed upon date.. ' ,. A15 - HTs 16,.E _ Hatch Legend -8'. 0 " Brg. Ht, Client to provide a marked location for delivery. l,ocatlon must t -- accessible, accessible, level and clear of materials and debris. • In lieu of this, trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above ,criteria is' not met. 13. All truss repairs must be coordinated with truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. d A S\I.. L..-...1. ..4.....- .... ..r...•..•, ..4..tir..�.. ref _1 IA—A —ill h— .•nnr.n4nri . I . . . . . . . . i I .. . . . . .. I . �� XONE 3 . ..' ' ' � ' , 6d RING %1AIM M111 At d' or_ on sd I'M OR M4 RAU AT 6' o c oR �! ral Note5 . ' . . ,. . ' . • • . . EA9AUVAt13irP1Ua A11CMAIL l slAtlYAI air PriUl liAT101t4A � V Lumber ' . . a z I , .. I . AT eUr Pafytm rnors A"D , AT Pt' R,trz� Ar1.. Ai+o6 , ... I . , .. . . eLaCM0 A1tC e o C P�Ln " 6' o.G. rmo NS OWNA Ast A4 II ,! . • FOR Gt"W ARMU 9P Ram- OP RDaP - All �h • . .11f � • 1j lber to • be Southem Maw ftu 12 with maximum content of moisture 19X� • ' . . ,[., ter. . lumber to be Pt'essure TrOted. Studs May B Spruce #2, E � { . ' . • ' ' 4LAlI rvnad in contact with the ground and -that supports permanent structures intended Voir , SP4 OR 'SP r. , , . , , , : ' :. roved reservative treatied wood FRC 831.7.1.2" - i�voi= NAIGIN r'ATTt-"tr ' huxuau occupancy -shall be app p • �aN I - USE! ad RING 6HAt4K 14 -6 •AT 0" O.C. ePAcIN� rP�ll bJ p , ' � ' � ' a" -_ ANra •4" 0,C. AT BUFFOF'TRD Eor-;9. .� . . � . � , . , , •,• + . \ * . . I ZONE Z - U6E Bcl MNG- SHANK NAIt,6 AT 6" O.G. SPACING (5UPPORTM l<T r . Footings have been designed for `a . ANt7 ra" a.C, AT PEILD �•.o' 1 - General Fouudatitin Notes . PNl= NAT,lc NAiLS NA7 i)p Uel pN LIEU or- ea p,IHG SHANI< MAILS.. . Sots bearing pressure of 2000 PSF. - • NAILED 4" 0.0, AT EDGES ANIS b Q.C..AT FOLD. : - HEAD " A65LOVE z -1/,4"x -oza JL ' ' 1. All concrete slabs shall have a compre.9sive-6trength of not less than 2500 ,PSI : ; R' (SES CHAR T r snrica-Ir4 x .1st ANrJ P ]3ELC1W) _ axTMP.IaR WALL NAIL~ PATTERN, LS AT h"'a.c. SPACING . . • . ' • 4 Q 28 days. ' '. i i 3 L PLTWQOL7, lf'�It pl u5 >�cI 1 to I Slabs shah be reinforced with fiber mesh an 6 trail, vapor barrier over clean , GCJ U5F- ad NAILS AT 4" a.c, epAciNG rta�Tl=RfaR WALL 6HMATHINGJ ... . . . (1=D compacted termite treated fill. SIMPSgN LSTAt2 .. a+katrm;s ' ,�,�T1;Rr1Ta156 P QIl NAILS . • '2: Conctete footings shall have a cornpressive.strength of not less titan 2500 PSI 0 12' ac, I - q 2$ days. BOTH �SIIIEs • k Iti t EaRAt 7 NAI! litC� PATTeRNg .. Vm.va13 . . Reinforce footings with 5 baro as indicated. All bars shall be deformed, and shall STAGGF,RE vAOt11 ROWS USF; od N a!Ls .�T r" o.a, SPACING conforin to ASTM designation A305, a d be clean and free frons rust and scale. . •• . . • • • . . Splices shall overlap at least 25'. All F; •ta Gf _V • '.[Sill lath and lath attachments shall be of ,3U�LARG aLocr.,,c, . as• ac 3. For concrete block walls provide concrete filled cells with 1 - 9 5 bar vertically . . LRAM M"T z sFAce5 .. , continuous from footing to tie beam at all earners and where otherwise noted as per .. SPA CR SSP' ' •corrosion -resistant materials: Mpanded fetal or vvavcn, . ' • ' ( L'AC900 • . ' foundation plan, , . wire lath shall be attached with 11/2 -inch -long (3$'wm),11. , ��Q F 5h�athlr�t� '- _at��ut 4, Extend slab l , �'/a' at door openings. gage nails having a 7/16 -inch 1.1.1. mm head, or 7/8 -inch- ' . . ' 5. Extend slab I - %" and recess'/4" for sliding glass door tracks, . I { ) No wood grade stakes allowed . : . - ... . — . long ( mlwi),16 gage staples, spaced at rats more fihaxl 6 . - ' . - �.,1• inches (152 mm) : . . " . • . Al St>K'a in �rdware "�'o p�" Lumber'o Be Gava>r�ized WALLS, . ' - .. �P. . , .. . . FI�A]7ER/S I uD/STRAP CHART (N,T,S,a 4-t]Me c�(rorGF�-%�e. (ft LI�'r 133 i V�itT. 6rtGt%Tr1� U� SYP HAXIMUM ! UL LENG"tH 0 STRAPS . A tltk_� ,� Iz-5-ri1tr"$ � ( 1 I I i I I r HEAgC12 SIZE SPAN HEADER STUDCS) STUDCS) H , ��""}} 1 1 Cray zea. . • - e EACH END at EtAiEAnRB V I - 4-10D '.. 2 EACH CNA LIMITING HCIC,HT �� :r. -:�.: C� e) 2x6 • SP2 6-10D . : 6-10D 890 r', : t.�� .i*t-v r,E" �� 2) 2X9 b•..q. 1 i 1 r".:,, �.:: - 2) 2x10 a• 2. 1 :.... - O.C. 6LOGKINC� ' . • SP4 6-10D X 1-I/2." 735 , r 1 I I ! 2) 2xt2 , ' 9•-0. �' "� 2 "NZE • •�2 - GKAPE o� ROWS MAX HT. �. I F x+ N i w !6• l . " z 'r 5FACINCG UTSI2 1 -IOD X 1-312» I000 � . . 2x P T. ATTACH Tn r, td u 8 YV Ir . 1000 ; ,:, 611? uaa L___L____1 . . IYITSZO Z4 10D X X -1/Z" oma. ry tt �t RI a'' 1�� rr�, a- r , . - 3 2x9 �7►'KIJG� Pitz �� 16 Nply� LSTA72 1O -IOD 8QS _ .� .. r�tlS' �1 • If' . aN lQ'-O L,STA24 18 -IOD 1235 l I a M i tl i srrzlPs v Ib' - .9 c4 51 vcf! PIK p � v� 'rr�,1,t �.. Taro 1640 P.r. Ar7rFIe17 T G zt., off. ry R rz �loln n ��VG �OQ�S P`� Ft 1� Jvl �'+SJ�; �' 51't�tJc Pflz . 1 LSTA.3o 22-10b N !r�• x 8",a .jh Ca x' c . oN �.M•u. R 3 01 & T a b i e ' R 3 01.5 ( , 11 � uc� FK -..... iz• •rkl F_ , 14'-a' TA36 z6�XQD 1640 A. ATT1C W/0 STORAGE 10PSF , : . • �9 i R 2Q5Q !ra' r»'r'v,atl. .. f3 n stn �( rt 2x °'t7UTF1EP,h1 PINE: f6' THREE W- 41 MSTA36 Z6 -IOD 1/2' taRTYw L AT W LIMITED STORAGE 20PSF . 1so5 C, HABITABLE -ATTICS E 'ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30PSF ' 12' TI-lREr~ 15'�U' .I�TA.16(13?7�`� , 10-1OD X 1-1/Z" ... , %x9•ca01JTHeXN FINI2 • •IIETA16(2PLY) 9-16D 1$10 � D. BALCONIES AND DECKS EXTERIOR 4OPSF • �. • t7NE • q.-io. _... 3�sz6 14-I6D 6-16D 1550 5�K/ $1.,C. OK �MT,�4ii., f -R1 h� /l L� I� ��i1/tel (EXTERIOR) , i ��xve>~ T IR 1 N E. FIRE ESCAPES 4UF'SF • ©rr�. F. GUARDRAILS AND HANDRAILS 200PSF �. 1�• TWo Irl' -4 �GDS26-2 20-16D 8-160 2325 /�,t/� $ 01/2 !� ItL! CIO f T2 v 8 F IX6. , f RUGU PIP. . ' GT1i 2-]/Z"X5" TraN 18 -SDS 114"X3" 5000 . ' ' .. . . 7HRE IG' -0' • . . G, GUARDRAILS IN --FILL COMPONENTS 50PSF " n ; ' • •. CES 50PSF V131_ 2x4 Tota PLAT_ H PASSENGER VEHICLE GARAGES �S �""��� Z.4 I' ,VCe pig {2 311T16 X -S/8 X8 A.B> �$-16D 348D . lG" THREE- 17 -O' •-5/8" 8" A B. 32 I.,D STNICf{�]fts Sz50 J�7Ali DEI'fQJTF PIP - p 7Al i� f ES PIPE ,,. ' I. ROOMS 0 THER THAN SLEEPING ROOM rTOPSF sIrIPSoN.sPz rr ; , 14500THERN rM, HTTzz 1 X P . INC ' •..a' ABIJ44 � 1-5/8"X$" AJ3, 12-16D . 2200 • ' ; ISA-SSTNr! 1HROUGH,T... ; PAU ISG! TTIRU�_. UGt OQ CING MS f • 12 THi;E 19 J. SLEEPING 800 30PSF t�.3� ra 2xG �UUTHEF;N Pll*1tw STM WALL . GROUTED SOLID ,• _ SLf EV ' SHALh: 6E r %