Loading...
HomeMy WebLinkAboutFloor PlanEDGE- h / Qq �A Ll l 06s ©Q , GJrT.vESs .Gn,E Pj�• QQ � 90' M LoT M`in Rex.92 Q o 211 330' Iz% O P • ti Y`. Z3° Go./Eaen io So' - P"PCH o n ` Ln D.UE STWOC C,13', (• ' at83oCv S w Im eev. G .3• _ � .. 3.4 bG3.� n ' zra 1 1� h w. CA1LL Kl ¢q- wlo �uc-lc tnasC'�cc�TtD�� a.L t- t to t':S� U7 rA,\I1U 4 zs410eel r> z4f5FAzC7 C&I COATC GETt: v , 1 z` CA�PoLT (=o0`rl/JCe a � 2.�vTiL it 2" GJ i Z r. STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM•RR # 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2SW P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.1/2" COLUMNS 1-1/2- S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 9S% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST / PRESTRESSED CONCRETE UNTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. i - *NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM 2-MAX COATING OR BETTER. �C to t��ira1C -' C�i Ee DOOR AND WINDOW BUCK FASTENING I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A T INCo MIN, OF 1-'/a" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND L f N E$ BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH 7,At3 AMENDMENTS. OPTIONA2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS Vi ff Vv AND WINDOWS FASTENED WITH # 10 WOOD SCREWS SPACED PER PRODUCTREVIEW /r 6f- R-etop wav> AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING CODE WITH l AMENDMENTS. f'.w PAIN -To xTEeroF� WArEO- R AGF� Is EP- �Ty PRODUCT REVIEW PRODUCT. OPENINGDESIGN PRODUCT MANUFACTURER MODEL# APPROVALH GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN E) PRESSURES TYPE DOORS ZONE4.47.9 -55 PLASTPRO SMOOTH FL# IMPACT %"TAPCONS @ 14"MAX O.C., 6" FROM CORNERS, WITH FIBERGLASS 15213.1 1-1/4" MINIMUM EMBEDMENT WINDOWS ZONE 5.57.5 -70 CUSTOM WINDOW SH-8100 FL# IMPACT 3/16"TAPCON04"& 8" FROM BOTTOM OF IAMB, 10.1/2" SYSTEM INC. 16177.1 MAX O.C. TYP, 4"TYP ON EACH SIDE OF MTG RAIL, 6" MAX FROM HEAD/JAMB CORNERS, 17" MAX D.C. TYP HEAD! WITH THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE- PRnn1 ir'rc l rcTcn cre turc c+"� �.•.�,,,, ,1-3/4"MINIMUM EMBEDMENT & 2.1/2"MIN. EDGE DIST. FMUUU .I � AIVU Mt I HUU5 OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEElN R'Stat CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. i 4 -/- C-zsc� Ps t� Pou s=r�c� G�ctext��io tdr4r-s-s-A.T� p�tu �fl W wM f"rr-Pfl �}eEs�; catJC., } INz%co dot-z. Cs t) Raf'.7Sa° IiFGC1?1 y �15T .CopORixrL- 6r,A•n j , M -3 Y.4'x l/y1 <Jgwei- Cod -itar- (-&4 1csA M to) �. L PI- EATWI -t' i" Vf.,Vr ';'r bret1 vzXm " M PC-rA}L.--- NC1-1 ST AWGLt veKIFY FIRST CCLI., SOLID WIGONGr ` ..AOD *5 VERT, �.G?f�wEl. - (v"I IJTO £XG ,.SLdfi . r. rlt-r Ext5Ti1-�cn �ooF STrtec�ueE- tk5 �wEl_ ptzu..t..E:p Mlir� IoTb e )(I ST R5M to Kop(o ' 5 Errtv E'Po4i; ISM L'SLoCK w/I co�,`C'l t.�claw5 'kf=5 P>ATZ 'lZ nr-Y v.r a, LC_ C)r� 1',7, IKZ FI -1701L INSU L,A, r10 l-; p Iz- FLoat� PGA,I�, Sra.eco IL5 Dow15-c DI�LLCE? !p"rnl fNT'o E%fA rI"6 Fo KNDAr IC)t> SET IN G:.P OX 4' �"Cz s� �sL) Ra Laet�• Cor�1L`. ,c�P w�FIB�-M'B.aiFi' e.�,ehaFf �K 15T19�'1 Co CoI.�C�ET£ jtA a Certification for Desien load Compliance 1. DESIGN CODE: FloridaCode 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: X Enclosed-partiallyEnclosed-Open Building 3. Risk Category: -I )-CII _lil _IV Exposure Category: 1CB C _ D Adjustment coefficient 1,6 4. Design Wind Velocity l0mph ASO - LRFD End Zone Width A-/ ft. S. Mean Roof Height: �ft. Roof Pitch fL+'Pi2 Parapet `ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 ' MRH(worst case)) Zone 1: - Zone 2: - �j Zone 3: - it� Zone 4 - 41.,� Zone S: - Garage:, � 7. Design Loads: Floor: � PSF Roof/Dead: r 5 PSF Roof Aive-10 PSF Balcony: _PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? %Yes _ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? -4 Yes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH 1 '/2" CASE HARD NAILS @ 8" O.C. Y2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C, PERIMETER AND 12" O.C. FIELD. 518" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. OCAM L a EKT-Et=ra� M Kf l /A3G �Go io Zgbe Pmrp r0 rr-� 7� I (j[ µeve ALL MANUFACTURES LABLF.S SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED ST. Li;C TF r-r)t iY niZin-'�t;?•Tcncrnti ` ; . pyVTOVED FOR �S Rr,V1 AT ILElIS'vNDP.F_RK_.1i�_A} { No P"1SPECTION' WILT. R1 OR K 12t1�-�V ' ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 DJECT T gA'\( I S ENT ' CONSULTANTS ' REGISTRATION MIA I) I NOEVISIDATE Lt i - s ( AL(_ I-LZ CTt'caL °O FFALt_�� SH3s 1 � rl�l� 1 E?eI9T tntri �GLC.fB );)05i Iw-0 ON VIC TO 1trwavEPAg dT o OVF�- ?Out- 4-r- eE.. FLoo(L'.. t n �rt.4. Iti• �z5oo fy l) CorTCi' E Co r�A�CfI Z"'d v-o` g-o �LgvL %wsTrN� FF, �.✓AT t�roJ �(�-otllp rzz-l°I IN5uc6TtcnJ Fug ��r '�' �(QCp� t�LaStx-�4;r1ON Oh-1 �XT6CfOr� 13LcCK tagL.�S 1/�e1 KEY PLAN REVISION SHEET TITLE / SHEET NUMBER A, QF otal@ PROJECT NUMBER DATE Il 17 1 118l1) z /2117 3�g �17 rcf4'r -'l n ry QQ 5+3 106 / N sEr- 90' 9°' ser 1 O' ;Lt. T7. E-• M Q O 38A' tZ'. - • � Q 6 `- t_ ``l O v Z� COJFFEb a� tea• , P"ucH 8 Lei ONE STORY 4Ffa. 2Q5. 1• Q - 1L' Q bK i.4 bG 3.7 Q T7eivE � o m CLLtJts-�i PLOT- 1P 1" CaLL Y't1-.7 5'NGC,o WI�PG"N CI-Y • C? A, co 4«s�P�t> ax ConLG�1ETE • e r`` 'V I L�JL-En.04,`CAerxaNa. CA.te-PPS'% rl7°i PRODUCT REVIEW STRUCTURAL NOTES• 1. STRUCTURAL LUMBER TO BE HEM -FIR It 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE, 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 25M P.S.I. MIN. S. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.1/2" COLUMNS 1-1/2- S. FILL (SOIL) SMALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE UNTEL SCHEOULL FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS a WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. *NOTE' ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM 2 -MAX COATING OR BETTER. DOOR AND WINDOW BUCK FASTENING I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1 '/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH # 10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. PRODUCT OPENING DESIGN PRESSURES (WORST CASE) PRODUCT DESIGN PRESSURES -SS MANUFACTURER PLASTPRO MODEL# SMOOTH APPROVAUI FL# GLASS TYPE IMPACT ATTACHMENT METHOD 50 TAPCONS 014" MAX D.C., 6" FROM CORNERS, WITH A DOORS _ ZONE 4.47.9 FIBERGLASS 15213.1 1.1/4" MINIMUM EMBEDMENT WINDOWS ZONE 5 -57.5 -70 CUSTOM WINDOW SH-8100 FL# IMPACT 3/16" TAPCON ® 4" & 8" FROM BOTTOM OF JAMB,10.1/2" SYSTEM INC. 16177.1 MAX O.C. TYP, 4-TYP ON EACH SIDE OF NITS RAIL, 6" MAx FROM HEAD/JAMB CORNERS, 17" MAX O.C. TYP HEAD: WITH 1.3/4"MINIMUM EMBEDMENT &2.1/2"MIN. EDGE DIST. THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. Gpte�ci Olt o i>J 4tt-/-6Z5cpf5t) Potiat_ VF 4 r-r-.-ewA.v--�Qe-lu-Ire .+ `IAl r••1T'fl C >4 r c�, i ! a a � '4 16 ? ! 1 �X/5i Ih7� �Tx�C, _.___ _ - 154&1er­t rc-r-o 1t (ict=�lk"'.�`J,j� I� rh#fit C6T'1i�r C �D7 f`K� f WA N�I►J T'� 1 '�4� Ld�S G. F(uVIE- "�15T. couarw>�s'�. Rr✓..n 3 X4 xI/y +�+TE"1:L GC2 �J.I�� �-p( KS1 MIAl� I% E,ILTEJJC JI" PAe'T 4;4 ff%CAM DE-TAIL..-� IN, \ - -...N-LI i STt AhI ILr- S E " SF -AM '1E TA.t L" CU-r - ��N DE' ,11�- l� E P/>LOV�. �C.XG BL.bGK tJ1Rf'IfY %IiZSi ,GE.LL Sp.GiP �1IGONC<, �'.ADCy i�La VBf�T, WEL-G2"Ir4TO £XG,.SL4& EX I Sit L� Co �oaF S-CK�tCTu>cE. R-t� liJSllt_nTIOJ� sty VkDwc-L_ Dtzlu co .� n IJJ aei MM ML.00K w/I ¢#'5 FiAt2 CO I..>TI lean 0u5 I l2 nex yr a,LL_ pl� %`f' I K'2 w/ Ft -FOIL. INsu(A,-rIo&j BLoCk V..cn,t.L- N dEt 515KC-6 I1,� FI LL.E-D C.E. LLS (� R Ft -oar- PLP.K.> SrP.eco 3I5 PoWEL J>MtLLE1V 4'MIt--J twro CxlSrwla Fo 41y^AACI�� 6E,.T IN E.P oX1•P 4"Ca �l Pst) Pe� uTwT c+ CoNC CAPw�F14,r°l�Ff >CIru1=t EX rSTIL�CP eomct:,rTs SCnB �x-T'El�ta�c TV 5g_E_ PTAtt, LX15i, N©7'F-5 'J kL.C.. F L,5 Q.-Mt c, A. C-- as!•4hLJ F- rIEP C_ s�-�)P_t/!� •t SPA �KE2-5 o1�,ust; ?Om'f� 4,-o- rz- F 12 ' �"7 (ZS06 Pf-1 ) CoNCT-E1•t= TO M ATGii we'T-Jnlfo FF �; '✓A-T'CayTU -WoVil>gi h--inl INSutaTmr.3 t�taouT� ett.v, -0i. (✓("741L tN9ut !Ef/o�J oh J 5x'r,r-40AL SCeeM JIs%4=L S Certification for Design load Compliance 1. DESIGN CODE: Florida h117bRJt 1J+G code 2014 Edition w/20-supplements using ASCE 7-10 2. Structure Design is: X Enclosed_ Partially Enclosed_Open Building 3. Risk Category: _I It _III _IV Exposure Category: 1CB C _ D Adjustment coefficient 4, Design Wind Velocity f&#mph _ ASD�- LRFD End Zone Width A-/ ft. S. Mean Roof Height: q ft. Roof Pitchfj7I2 Parapet_ ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. I'L @ 50 ' MRH(worst case)) Zone 1: - N-7one 2: - to Zone 3: - PJI& Zone 4 - Zone S: - Garage: 7. Design Loads: Floor: PSF Roof/Dead: (9� PSF Roof /Live�O PSFBalcony: _PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: __PSF 8. Were Shear Walls Considered for Structure? -Yes _ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? -AYes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF DRYWALL AND FURRING ATTACHMENT P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH 1 '/2" CASE HARD NAILS @ 8" O.C. Y2" DRYWALL FASTENED TO FURRING WITH I 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 518" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. F�Cpt�>C.✓A d� LAuL�PZ'( qw7w" OC -F > •/ WH L 611P0 4M ( I d AhA LI ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WW W.ARCHITECTO NICI NC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT 0, 4t� \ rz-XC-- T KN'\/ 1 5 CLIENT ' CONSULTANTS ' REGISTRATION REVISIONS NO. DATE KEY PLAN (6 E c v a . 0 T3 7 T U a a U (D U Z w J C C2 , 0) O "' E ¢ c o coi C: o (5 U F5 co 20 > 5 N a o SHEET TITLE / SHEET NUMBER 0 LU O 0 n a)LL Qp �CL N 0 d s LLI A � r Of ®tae PROJECT NUMBER DATE 1/14/17 6'IbItI z/z/f7 iG1£Ltr'i E'Ir-vtFR/ glv uMN