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Home My WebLink About522 E 14 St 18-1692 PlansNOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings, IF 11r��il I � AREA CALCUL,ITIONS (SQ. FT.) DRAWING INDEX C1 COVER Al FLOOR PLAN .. A2 ELEVATIONS E1 ELECTRICAL P1 PLUMBING PLAN! RF1 ROOF PLAN S1 FOUNDATION PLAN S2 LINTEL PLAN S3 TRUSS LAYOUT S4 DETAILS IF 11r��il I � AREA CALCUL,ITIONS (SQ. FT.) FIRST FLOOR A.C. SPACE -1473 SF '.GARAGE - 430 SF FRONT ENTRY - 32 SF REAR PATIO -144 SF -TOTAL AREA UNDER ROOF. - 1937 SF EA NFORD BUILDIN-a DIVISION BUILDING AREA SQUARE FOOTAGE CALCULATIONS ARE DONE BY THE ARCHITECT%DESIGNER. T.S. CHEHAL, PE. WILL REVIEWED FOR CODE COMPLIANCE BEAR NO RESPONSIBILITY FOR ACCURACY. BUILDER/OWNER � �PIANe7vaMiNEFi TO VERIFY THATTHE CALCULATIONS ARE CORRECT. - DATE EA NFORD BUILDIN-a DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL . NCE OF A PERMIT VENT CODES,THE BUILDING OFF CLL I AL F OM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE. COMPACTLON.TEs,r BUIL �� : REQUIRED -314ft,D,y.6 Residls to V lab lb erioeed c ' IRrrtO�' #1'8-1.692 4 f �8 - NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD. . REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENT IAL SIXTH EDITIONSECTION .. —•- •Lo.CII hal .. - - - .. • 8301 DESIGN CRITERIA AND ASCE 7-10 .. 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED(VULTI AND 108 MPH(VA5DI ,' Licensed L!o(as longi );:le {nevi' • ' • Z. RISXCATEGORY2 ' TYPE= SINGLE FAMILY RESIDENCE IV) 531 S. staler oad 451Hte l0Ul .:4 AlfalllDnte Sprinp5, 1'L 32714 ,3.CONSTRUCTION .. 4. WIND EXPOSURE -CATEGORY C . 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15 .18 AND HEIGHT & (407)521.5557 Fax(107)521-5434 EXPOSURE ADJUSTMENT COEFFICIENT 151.40 P.E. 0040748 Z w T DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER C 1 �, M� Y N3NIl U d8 8905 • � .. 2i I dye . ryy4i' .' -- ". N3NI1 ---_ \ c-4 N FLL .E•,T ,.t^.E A-11 .. - LLJ Q- LLJ q O I d g LL O I . Z xU wAnSHEB DRYER A. Door between garage and livin area of house to be minimum 20 minu solid --- � O 7qQ1 7s core "door & self closing. I Q i 8.9X..6 19 r-- � U. Wall between garage and livin area J U kinin � I I of house to have YV' finished d�ywall � to �g dye (kCn I u I minimum. II C. Garage ceiling to be 518„,type IX„ if there is living space above gar ge. I- - J � q I- I . N � � u•.. • - ti��m I� o� Qry oa $ tg xd I s s joo 4 _ .m kx I F- N E - ------- LU I N i 1I q o� O N n Y U L zL•.E .zTR-.61 N 9 I -x Oxy - po po 1 I ¢m3 N t� ZoY .0•.9 .01-.4 I —flEF --�--- --- 2351{ee C l ('� .L -.IE 1 11.0 �•C.1` U o-.zt .9 -1st r7 ver+' CGS' /tIC I ... 1 -j NOTE: Conceptual drawings, TU DATE: owner and contractor 3.14.18 SCALE: ' AS NOTED responsible for SHEET NUMBER Al- .. ... NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WINO'LOAD' accuracy of drawings. •• REOUIREMEMS OF THE 2017 FLORIDA BUILDING CODE RESIOENTIALSIXTH EDITION SECTION ' '('S C6cl,ul R301 DESIGN CRITERIA AND ASCE 7.10 .. " .. 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED(VULT) AND 108 MPH (VASO) liiccr"", Licensed k'rOf:s510ngl EngSlake '- .. - 2. RISK CATEGORY •531S. Rnd,14J4-SDiteki - .. 3. CONSTRUCTION TYPE -SINGLE FAMILY RESIDENCE (V), Altamonte Springs, FL 32714 ' 4, WIND EXP05URE -CATEGORY C ” (407)521-5557 •.S.INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED BUILDING 15.18 AND HEIGHT& FaX(407)521-5434 U LU P.E.0040748 - - m -1-j Q'� O LL. Ll_ Z o- � LLI . CL °c w o� un LL cn U- LL V) (� Q o O ` 1- O r^^ (! , m O � dt I. m g<Jo - I'-1 w �z ,w� Q �' ' d-' m d- cv m d r I rn UU a V; � Ln U� Q Q�� O 1 I I I U <ZO w.� Q�o V) Lu LU I_. f— awUf I-ZUg, > VT_ �.0 O C9 Q� bwOQ F i O N _ �1 L 1•. LU LL- U . LU � O D wLIJ Q Q ". o00 J <U < x- VZ LL' LLJ 3a. I PSF U > Q// o Q O SS3B93 ® N3NI1 Hssz {.-l-.. O Q ' co Z Q �' - F ill Co L HIVU N ISM N . �_- Q 1 w Ut W (- Q Cl Q .J qx OLL � z 0.BCD b v' N ri L0 aE. O xU �s O xU Q V) O �-- F c r! a 11 N 0o m;U / auj Ho,� �m IL VI pC LL. I_!) I— �, M� Y N3NIl U d8 8905 • � .. 2i I dye . ryy4i' .' -- ". N3NI1 ---_ \ c-4 N FLL .E•,T ,.t^.E A-11 .. - LLJ Q- LLJ q O I d g LL O I . Z xU wAnSHEB DRYER A. Door between garage and livin area of house to be minimum 20 minu solid --- � O 7qQ1 7s core "door & self closing. I Q i 8.9X..6 19 r-- � U. Wall between garage and livin area J U kinin � I I of house to have YV' finished d�ywall � to �g dye (kCn I u I minimum. II C. Garage ceiling to be 518„,type IX„ if there is living space above gar ge. I- - J � q I- I . N � � u•.. • - ti��m I� o� Qry oa $ tg xd I s s joo 4 _ .m kx I F- N E - ------- LU I N i 1I q o� O N n Y U L zL•.E .zTR-.61 N 9 I -x Oxy - po po 1 I ¢m3 N t� ZoY .0•.9 .01-.4 I —flEF --�--- --- 2351{ee C l ('� .L -.IE 1 11.0 �•C.1` U o-.zt .9 -1st r7 ver+' CGS' /tIC I ... 1 -j TU DATE: 3.14.18 SCALE: ' AS NOTED SHEET NUMBER Al- .. ... NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WINO'LOAD' •• REOUIREMEMS OF THE 2017 FLORIDA BUILDING CODE RESIOENTIALSIXTH EDITION SECTION ' '('S C6cl,ul R301 DESIGN CRITERIA AND ASCE 7.10 .. " .. 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED(VULT) AND 108 MPH (VASO) liiccr"", Licensed k'rOf:s510ngl EngSlake '- .. - 2. RISK CATEGORY •531S. Rnd,14J4-SDiteki - .. 3. CONSTRUCTION TYPE -SINGLE FAMILY RESIDENCE (V), Altamonte Springs, FL 32714 ' 4, WIND EXP05URE -CATEGORY C ” (407)521-5557 •.S.INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED BUILDING 15.18 AND HEIGHT& FaX(407)521-5434 EXPOSURE ADJUSTMENT COEFFICIENT 151.40 P.E.0040748 - Conceptual drawings,' I I owner and contractor responsible for arrl Irani of dr-Alinac r • . w•-�G • .. 5 Pte.. O ., 12 . /8" stucco over galvanized lath over 15# felt �� will �js over house wrap over 7/16" OSB (Typ.) , I 6"SU8 FASCIA .. .. .. .6 SUB FAS .. CIA -- —. �ItF -' — . -- -- — • _`u rte-'• —.: •—.._.. • . • . + .. . NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD- - REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION • ', 8301 DESIGN CRITERIA AND ASCE 7. 10- �'.S.ChcilRl_,- • 1, WIND SPEED= 139 MPH ULTIMATE WINDSPEED(VULT)AND108MP"(VASD) LICCtISCQProfnsionRlEleln cr - .. 2. RISK CATEGORY 2 - 531 S. Sfatc. Pmd434 Su1tC.001-• •. - , - - - 3. CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE(VI Altamoufr Springs, FJ,. 3270 - - - _ - A. WIND EXPOSURE = CATEGORY C (407)521.5557 -. 5, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .I8 AND HEIGHT & Fk(407)521-5434 ' • ' ,• EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 P.E. 0040748 r LLJ LjjV U W -- O u®i ' w ry NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO . REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION. --_-- N3NIl ---_— — O w ---_ ----- 1.WINDSPEED=139MPIT ULTIMATE WIND SPEED iVULT) AND 108 MPH IVASO) Llcen:ed Professional . Engineer ' WILL BEAR No RESPONSIBILITY FOR ITS ACCURACY, ITS THE ALL NON GFI OUTLETS TO BE ON ARC FAULT INTERUP'I'ERS AND TAMPER PROOF 531 S. StRIe Ro101434 Snite1001 X 0 Z Altamonte. Springs,FL32714 REQUIRMENTS AND LOCATIONS OFALL ELECTRICAL 4. WIND EXPOSURE-CATEGORYC (407)521.5551 . ' EQUIPMENTAND PROVIDE AND INSTALL COMPLETE 5. INTERNATPRE55URECOEFFICIENT FDA ENCLOSED BUILDING IS ABANDIIEIGHT& o • U EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40" ., P.E.(5040748 J _j LLi- ALL ELECTRICAL TO BE IN ACCORDANCE WITH 2O14NEC ' Ocr Uz w m : ' _V w iQ-' CC CC Q 0. O 7- E� (9w a X X J J Q W m C 0GQSZZF O Uj LL W Q l- Uzj t- Z LU O aaz' z • nl". aF'. t_' p2., H U U J FO— w `t 7 . vul 0UJI 410 ALSER (200AMP) • o iY l�•!A 2/0 ALSER (ISO AMPJ I .SSL WG' t w w w w _'j Ll! V) -1 w t— M O� C¢J z C7 m U> � E QH cJ Co � O � Q Ti w N O9 � tD U, � W 0 D Z t—. w LL LL, U It N r-1 Ll.. N M W N 0 O a w F— w MAIN _ .'��.._ INT. DISC �3 , Wild 1 _Gey i o— r I 9?. oT I o I' �X j o 1 Q 4 T\ i N 07A ¢x 00xu \ oO o O u®i ' 1 ry NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO . REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION. --_-- N3NIl ---_— — — — —- T.S. ChehR! - - ' ---_ ----- 1.WINDSPEED=139MPIT ULTIMATE WIND SPEED iVULT) AND 108 MPH IVASO) Llcen:ed Professional . Engineer ' WILL BEAR No RESPONSIBILITY FOR ITS ACCURACY, ITS THE ALL NON GFI OUTLETS TO BE ON ARC FAULT INTERUP'I'ERS AND TAMPER PROOF 531 S. StRIe Ro101434 Snite1001 - ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY THE 3. CONSTRUCTION TYPE '= SINGLE FAMILY RESIDENCE (V) Altamonte. Springs,FL32714 REQUIRMENTS AND LOCATIONS OFALL ELECTRICAL 4. WIND EXPOSURE-CATEGORYC (407)521.5551 . ' EQUIPMENTAND PROVIDE AND INSTALL COMPLETE 5. INTERNATPRE55URECOEFFICIENT FDA ENCLOSED BUILDING IS ABANDIIEIGHT& GF1 OUTLETS OUTDOORS, GARAGES AND KITCHEN/BATHS .. ELECTRICAL SERVICE AS REQUIRED BY LATEST NEC, EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40" ., P.E.(5040748 ALL ELECTRICAL TO BE IN ACCORDANCE WITH 2O14NEC ' Ocr O : • 14 C-OPrO.IPPTO LIGHTS AND OUTLETS ' E� .. TO WH �yf0 RANGE .. EXTERIOR -L-- INTERIOR (ALUNIRIUM WIRING MAY BE SUBSTITUTED PER LOCAL CODE) ' WASHER DRYER • rC w 410 ALSER (200AMP) • o iY l�•!A 2/0 ALSER (ISO AMPJ I .SSL WG' t 8.19 Ail 1 . \ —_— _.. _..— - — — — — k VERIFY SERVICE I PG.�r�'OOM,)KNd.11CnU901�\flfn Ar2c Ln RECUIREMENT I . W ' MAIN _ .'��.._ INT. DISC ADD'L PANELS AS RFG1'D .. DISC I _ PANE :(10 CIRCUITS) TTP. ' COMBO BOX I 1 TYP. ELEC. PANEL .. - U.G. 5ERYICE BY (30 CIRCUITS) .. POWER CO. ,I •4 GROUND- R) SIB, ROD a' DEEP FELECTRICAL RISER Provlkt.Concrete-encased electrode. Aconcrete-encased electrode consisting of at least 20 feet (6096 mm) of either of the 4Y 41 HS sis (tV fallowing shall be considered as a grounding electrode: — N3NIl 1. One or more bare or zinc galvanized or other electrically conductive coated steel — — _ reinforcing bars or rods not less than 112 inch (13 mm) in diameter, Ill sIaIled in one � LA)_ / continuous 20 -foot (6096 mm) length, or if in multiple pieces connected togethei by the usual tie steel wires, exothermic welding, welding; or other effective means to create a 20 -fool — \ ry M N _ — .(6096 mm) or greater length. Q,{IVU. a�J_,SVIAJ 2. A bare copper conductor not smaller than`4 AWG. O ry \ °P 4 z Metallic components shall be encased by at least 2 Inches (51 mm) of concrete and shall be 0 = 0:: r1= a O \N O , located horizontally within that portion of a concrete foundation or footing that is In direct �� t� I4 1 O x T v d' II r� O ; - ` 0 N- Tim contact with the earth or within vertical foundations or structural components or members that are in direct contact with the earth. P m oti� / Qin m 1 �/ LL, 11 ow w 7 >< ti \ ' \\ \ /I Ducts in the garage and ducts penetrating the walls or ceilings separating the Q dwelling from the garage shall be constructed of a minimum no. 26 gage sheet steel, 1 inch 4{} N3NIl 7 gr\ / minimum rigid nonmetallic Class 0 or Class 1 duct board, or other approved material and shall have no openings into the 302.5.2) \— — — _ _ — _ garage. (FBC-Residential ZZ 8g _U I d8 8905 dB 8905 �3 , Wild 1 _Gey i o— r I 9?. oT I o I' �X j o 1 Q 4 T\ i N 07A ¢x 00xu \ oO o O u®i ' 1 ry NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION. --_-- N3NIl ---_— — — — —- T.S. ChehR! - - ' ---_ ----- 1.WINDSPEED=139MPIT ULTIMATE WIND SPEED iVULT) AND 108 MPH IVASO) Llcen:ed Professional . Engineer ' WILL BEAR No RESPONSIBILITY FOR ITS ACCURACY, ITS THE 2. RISK CATEGORY; 531 S. StRIe Ro101434 Snite1001 - ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY THE 3. CONSTRUCTION TYPE '= SINGLE FAMILY RESIDENCE (V) Altamonte. Springs,FL32714 REQUIRMENTS AND LOCATIONS OFALL ELECTRICAL 4. WIND EXPOSURE-CATEGORYC (407)521.5551 . ' EQUIPMENTAND PROVIDE AND INSTALL COMPLETE 5. INTERNATPRE55URECOEFFICIENT FDA ENCLOSED BUILDING IS ABANDIIEIGHT& ', FR:c(407)521-5434 .. ELECTRICAL SERVICE AS REQUIRED BY LATEST NEC, EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40" ., P.E.(5040748 Ocr O 3� LLLIU .. i E� (µ F,I VI N C7 1 i WASHER DRYER rC w LLJ 8.19 Ail 1 6-19 \ �j. s9 fl \ —_— _.. _..— - — — — — Ln W . 1 � w �3 , Wild 1 _Gey i o— r I 9?. oT I o I' �X j o 1 Q 4 T\ i N 07A ¢x 00xu \ oO o NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. O u®i ' C7 *A5. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION. THIS DIAGRAMMATIC PIAN IS INTENDED TO SHOW 8301 DESIGN CRITERIA AND ASCE 7. 10 T.S. ChehR! - - ' LIGATING AND CONVENIENCE OUTLETS ONLY. T.S.CHEHAL 1.WINDSPEED=139MPIT ULTIMATE WIND SPEED iVULT) AND 108 MPH IVASO) Llcen:ed Professional . Engineer ' WILL BEAR No RESPONSIBILITY FOR ITS ACCURACY, ITS THE 2. RISK CATEGORY; 531 S. StRIe Ro101434 Snite1001 - ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY THE 3. CONSTRUCTION TYPE '= SINGLE FAMILY RESIDENCE (V) Altamonte. Springs,FL32714 REQUIRMENTS AND LOCATIONS OFALL ELECTRICAL 4. WIND EXPOSURE-CATEGORYC (407)521.5551 . ' EQUIPMENTAND PROVIDE AND INSTALL COMPLETE 5. INTERNATPRE55URECOEFFICIENT FDA ENCLOSED BUILDING IS ABANDIIEIGHT& ', FR:c(407)521-5434 .. ELECTRICAL SERVICE AS REQUIRED BY LATEST NEC, EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40" ., P.E.(5040748 NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. ff ■ DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER E.1 O u®i ff ■ DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER E.1 � J o ti�� H1d8 21]1SdW " r q O OQQ� o' �v'Fv 0��3 NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. C W Uj DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER PI T 0 1 Tn.. xU C1' iLU vy .. .. m r�¢ m O `}�gy/ Q '�-I Ul C� Ll.� r1 nul 7 EDLn f¢- • - .. a N3N11 I \dYy — �9P U d0 8905 d0 8905 3 NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. C W Uj DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER PI I LU O SOF Z _ u Lu J � � .z•az _ � �� - . z — . It rC-1WASHER x�-- OR jEnco --.---.._..—Z --z V wjI d LU .:..... r -I 8-.9 X ,6-.9 1dillin ^ _ i i - `r ^ LlJ LU _ f I � nHv LU L _ J C7 10 xd l o EL Gxry On'q`"J�cShei.A) ------- LL11AM�1n;� O14 �x OXO �C? Ooh o� p Q I I I ' LIIIIIIIIIIh ------ - O� F —_ --j t--------- 8'H a • NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RE51DENTIAL SIXTH EDITION SECTION - _-- -- ' R301 DESIGN CRITERIA AND ASCE 7.10 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEEO(VULT) AND 108 MPH (VASO) Licensed P.roresSion-d ngincer. 531 S. State Road 434 Sultc 1001 . .. . 2. RISK 2 . 3. CONSTRUCTION TYPE =SINGLE FAMILY BESIDE NCE(Vj - Al1ulHonte Sp rings, FL 32714_"' ' ' .. . 4. WIND EXPOSURE = CATEGORY C .' S. INTERNAL PRESSURE COEFFICIENT FOR, ENCLOSED BUILDING IS .18 AND HEIGHT & .. (407)521-55$7 Fox(407)521-5434 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 P.F, 0040748 .. NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. C W Uj DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER PI NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. . I DATE: 3.14,18 SCALE: AS NOTED SHEET NUMBER RF1 lr+9n , OV _ o ZD LN3A LU LU .. I 1 ., 17 Q .. .. • m m L WLU .. 1N3A Q.. W .0 . OLU V) - W .' .. Q .. LLx ' BEEN EXCEED IHE WIND LOAD (. - NOTE: THIS STRUCTURE HAS DESIGNED TO MEET OR ., -( _ REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITIONSECTION _ - ' . 8301 DESIGN CRITERIA AND A5CE 7-10 1. WIND SPEED= 139 MPH ULTIMATE WINO SPEED(VULT) AND 108 MPH(VASD) ,..° T.S. C9chai a. - Licensed ProH:95iona! Engineer ' . 2. RISK CATEGORY 2 3. CONSTRUCTION TYPE =SINGLE FAMILY RESIDENCE IV) 531 S. Stale Road 434 Su e.1001 ". Altamonte Springs, FL 32714- ' . - • 4, WINDEXPOSURE=CATEGORYC S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15 .38 AND IIEIGI{T & (407)521-5557 , EXPOSURE ADIUSTMENTCOEFFICIENT 151.40 FaX(407)521-5434 ' .. ... .. P.E. 00407;18. .. NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. . I DATE: 3.14,18 SCALE: AS NOTED SHEET NUMBER RF1 105 VERTICAL • 1 SLAB ` OR GRADE ° �- ll- 2 15's CONT. y . _ •. _ — — a E Jj III—Tj�]—� MID---�--9 COVERA6S I (-.. �L Mw.ITYPJ O—W- (2) #5 Rebar Cont. • 1 °5 VERTICAL SLAB m OR GRADE ° _ I 3 5'e do CONT. - III • ' ' — —J MIN. ITYP.) =tflp—IIL-t' 20° .�b•.Ts I u7T : „ 8/i 9dOIS 15 VERTICAL I I V-9 F=l 25'e CONT. „0'9 ' .0-.9 ..6. .ZZ -.9 O ,B}E .0•.9 D•A «0'A - „Z'.9 GRADE •,•° Q 3 °5'e CONT 217 CN •■ 'I�,�I EMBEDMENT. DRILL 3/4" O HOLES FOR #5 DOWELS. ■ ■ ■ ■ T o r r r r ■ r 1"5'0 !1_l� �m :. �° 1.,'. •�; --' 3 COVEIW E CONT. '1 rrj MIN. ITYPJ ' � •B. '�I I Ir � I q, I --.— --------- -----. ,_._--- --- — --— ---_—_— sWllJTTa L - 111 ------ — —-...:--..-- I I 15'0 CONT � 'J_1 �II_TrF1 MIN. ITYF'J ITT-1Tf—ijl ;Tt rn•'1. Lll—L1l�n-S)i� T 2 O • I' N (3) #5 Rebar Coal O ■ ■ ■ I I ■ b I PRESSURE QF 2000 PSF ..B•.T ..0'19 TF 71�p/'oJic�.<,�l(F}�4 Gi�tiSC-VfrS�c( Lam«,-�t��w� B��\ave - • NOTE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD . -- -.— — R301 DESIGN CRITERIAAND ASCE 7.10 1. WIND SPEED- 139 MPH ULTIMATE WIND SPEED(VULT) AND 108 MPH(VASD) ,' Licensed FrofC551rna1 Euginftr ' 2. RISK CATEGORY 2 531 S. State Road 434 Suite 401 1 3. CONSTRUCTION TYPE 4 SINGLE FAMILY RESIDENCE IV) I 01 ' I - 4. WIND EXPO5URE=CATEG0RYC (407)521.5557 ' - I 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15.18 AND HEIGHT& '. ry .. EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 P.E. 0040748 I I L--- — —� I I ■ I z � ■ i LL1 a 0 I v ---_—__ ___ T_ 117) _ • I vJm ■ LL ■ • ■ 0 2 @J �o I - ■ -- _ I �Uo zoo I " IL 4 SLOPE 1/8";12" I N n II � o m ap�0 _..._....: ■ v I oaa- (.—__---_.. I CC aiZJt- w Ei 4 I r ---- --- _—___----- ■ ■ ■ Q ,J < ro w��a .� U V) I I, 1713:o� zo -�} T I I I �• � soWGyb I I I Fx LL '. m4U-J' I ' I zoo - - - - - -- oao� l ( 2 ll I I I N 5 `P •� ( I. N>>� cQdxd� SLOPE 1/8" :12" ' I Z I .�L-dZ .�L-£ I I -,JW�I- 'm //`!•,. I I. 4 I I I ( — J po3o v`owG I, I 105 VERTICAL • 1 SLAB ` OR GRADE ° �- ll- 2 15's CONT. y . _ •. _ — — a E Jj III—Tj�]—� MID---�--9 COVERA6S I (-.. �L Mw.ITYPJ O—W- (2) #5 Rebar Cont. O 1 °5 VERTICAL SLAB m OR GRADE ° _ I 3 5'e do CONT. - III • ' ' — —J MIN. ITYP.) =tflp—IIL-t' 20° O- mT Tii� (3) 15 Rebar Cool I u7T : „ 8/i 9dOIS 15 VERTICAL I I •�:•• GRADE .'a •'•�. � TC—�=�(-• EM 25'e CONT. MIVERAGE N. ITTPj '_i7T '--. .Tr ..6. T=W=W— l I (2) #5 Rebar Cont. O "5 VERTICAL GRADE •,•° Q 3 °5'e CONT 217 CN •■ 'I�,�I EMBEDMENT. DRILL 3/4" O HOLES FOR #5 DOWELS. .•.° ■. —I 3CjAjIN. (TTP.) 'hII — IQm O -trim(3) #5 Rebar Cont. ° T o 2m 3/4' RAINCUT 4' CCNC_DRIVEWA — _mu r 1"5'0 !1_l� �m :. �° 1.,'. •�; --' 3 COVEIW E CONT. '1 rrj MIN. ITYPJ ' � •B. '�I I Ir � I q, I OITi�� I (2) J5 Rebar Cont. " 111 ii4 3/4' FeAINCU 4' CCi4C. DRIVEWA ° ----------------___----_-- S'XV sWllJTTa L - 111 I 15'0 CONT � 'J_1 �II_TrF1 MIN. ITYF'J ITT-1Tf—ijl ;Tt rn•'1. Lll—L1l�n-S)i� T 2 O I' N (3) #5 Rebar Coal O ■ ■ ■ '„ ■ NOTE: Conceptual drawingS, owner and contractor responsible for ' accuracy of drawings. • CD Gj E Gj o l�A I a I do I u7T : „ 8/i 9dOIS I I I \ i IF A DOWEL IS MISSED, APPLY W/ EPDXY (SIMPSON # ET) W/ G" EMBEDMENT. DRILL 3/4" O HOLES FOR #5 DOWELS. -( I I_ I1 P L -- — — — —- _ __ __ _ _______- _ _ ^_ �. 1-- --- ----------------___----_-- FOOTING HAVE BEEN DESIGNED FOR A SOILING BEARING ■ ■ ■ '„ ■ ■ ■ ■ ■ PRESSURE QF 2000 PSF ..B•.T ..0'19 T' 71�p/'oJic�.<,�l(F}�4 Gi�tiSC-VfrS�c( Lam«,-�t��w� B��\ave - • NOTE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD . REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIALSIXTH EDITION SECTION R301 DESIGN CRITERIAAND ASCE 7.10 1. WIND SPEED- 139 MPH ULTIMATE WIND SPEED(VULT) AND 108 MPH(VASD) ,' Licensed FrofC551rna1 Euginftr ' 2. RISK CATEGORY 2 531 S. State Road 434 Suite 401 3. CONSTRUCTION TYPE 4 SINGLE FAMILY RESIDENCE IV) Altamonte Spr(ngsPL 3271,4 ' - - 4. WIND EXPO5URE=CATEG0RYC (407)521.5557 ' - 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15.18 AND HEIGHT& '. FaX(407)521-5434 .. EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 P.E. 0040748 NOTE: Conceptual drawingS, owner and contractor responsible for ' accuracy of drawings. I DATE: 3.14.18 - -SCALE:. AS NOTED SHEET NUMBER S1 • CD Gj E Gj o l�A I DATE: 3.14.18 - -SCALE:. AS NOTED SHEET NUMBER S1 �A QUALITY PRECAST COMPANY j M A1. \I w� ...... II ORLANDO DISTRICT SPRINGHILL DISTRICT In�o J M 407.877.1000 Metro OhRdo 552.7908901 Ga _ W 883.425.3070 P I __.._..— yvyyw,gica tty�st.co"' I DISTRIDUTORS ?OR: ' C CONCRETE PRODUCTS INC / ' WEAMA CONCRETE PRODUCTS ,. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD' REQUIREMENTS OF THE 2017 FLORIDA BUILOINGCODE RESIDENTIAL SIXTH EOITIONSECTION . .. _ . 8301 DESIGN CRITERIAANO ASCE 7. 10 T.S. ChchR - - XN _ Licen JFrO[u91uDRlEngine81' ' • 2. RISK CATEGORY �A QUALITY PRECAST COMPANY j M A1. L _\L 'STRONG'ON SERVICE P.O. Box 11 -Blandon, Florida 33509-0011 TAMPA DISTRICT ORLANDO DISTRICT SPRINGHILL DISTRICT DISPATCH DISPATCH DISPATCH - 813.685.6615 111111b.—Ch 407.877.1000 Metro OhRdo 552.7908901 727.821.6227 PIRe11.. 389.2282112 VoNsla ' 883.425.3070 P I __.._..— yvyyw,gica tty�st.co"' I DISTRIDUTORS ?OR: ' C CONCRETE PRODUCTS INC / ' WEAMA CONCRETE PRODUCTS LOFT 5 CUHCRETE PRODUCTS, NC. 0 NERCI ,+ F48092 QUALITY PRECAST CO,FL 1174 - R1 ,F41419 -RI NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. 11 O V 0 Q 3 DETAIL 'DE' ,. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD' REQUIREMENTS OF THE 2017 FLORIDA BUILOINGCODE RESIDENTIAL SIXTH EOITIONSECTION . .. _ . 8301 DESIGN CRITERIAANO ASCE 7. 10 T.S. ChchR - - ' 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASO) t _ Licen JFrO[u91uDRlEngine81' ' • 2. RISK CATEGORY _ 5315. SSaf, Rodd 474 Sanc 1001 3. CONSTRUCTION TYPE =SINGLE FAMILY RESIDENCE IV) AI(anwulcSpriaoB,FLJ77A . 4. WIND - .. "(407)511.5557 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15.18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 Fax(407)5210)52.-5434 NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. 11 DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER S2 O V 0 Q N I « DATE: 3.14.18 SCALE: AS NOTED SHEET NUMBER S2 Unless Noted Otherwise : - 1. Use IIETAI6 C.M.U. To Trusses, Joists And Beams 2. Use LSTA30 Or IITS20 Frame To Joists And Beams 3. Use MTS12 Frame To Trusses 4, Use HUS26 As 1 Ply Hanger And HGUS26-2 As 2 Ply Hanger 5. Under Girders & Beams, Apply Minimum Same Number Of Studs As The Number Of Plies In Girder Or Beam. 6. All Exterior Walls To Be treated As Bearing Walls. 7. If A Lintel Strap Is Missed, Apply (1) IITSM16 w/ (4)1/4" x 21/4" Tapcons For 1,175 Lbs Uplift And (2)I1TSM16 for 2,350 Lbs Uplift 8. NISTA36 And IITS20 May Be Interchanged. 9. All Ganged (Multiple) Studs To Have SP4. Also SP4 May Be Used In Lieu Of SPI & SP2 10. Provide IIIP Roof Deck Support Per APA Guidelines * HTT4, HTT5, MGT w/ 5/8" Diameter A. B. w/ 6" Embedment All Strapping Hardware To PT Lumber To Be Galvanized Design Requirements: 1. Live loads for Boars, dookepwdnewho is 40 PSF 2. Live load for roof is 20 PSFV- \; CJ 1 = --7)� � U u w U c� CJ3. \;. CJ3 r- --C JS � yv� ��'l �CJS- - •. TO 7-camET'16 1 x.s.chana, P.Z. will near n oeao�ainiiiey - fee error in 2rua9/LVL design or manufacture. - - - - - T02 Who builder and the treae manufacturer aro to ' - -i.. !rune plena and.veri£y all dimaneio.., ' - span., pitches.. end quantition before nulaoture and .ha11 refer any questions on -_ _- loading or d..ign to the engin... of record. T03 - roe+, . NOT�.S. 1.) REFER TO HID 91(P.ECOMMENDATION5 FOR TO5 HANDLING IN5TALLATION AND TEMPORARY DRAGING.) REFER TO ENGINEEP.ED DRAWIN65 FOR PERMANENT I)KACING REQUIRED. T06 2.) ALL TRU55E5 (INCLUDING TP.U55E5 UNDER VALLEY FRAMING) MUST DE COMPLETELY ' -- T07 DECKED OP. REFER TO DETAIL V105 FOR ALTERNATE DRACING P.EQUIEEMEN-(5. - u - 3.) ALL VALLEY5'AKE TO DE CONVENTIONALLY f IETA I6 CTyP�, FRAMED $Y DUILDEP. 4.) ALL TRU55E5 ARE PE516NED FOR 2' ox. MAXIMUM 5PAGIN6, UNLE55 OTHEKWI5E NOTED, - -- 5.) ALL WALL5 SHOWN ON PLACEMENT PLAN ARE: CON5IDEP.ED TO DE LOAD co � REARING, UNLE55 OTHERW15E NOTED:' cv m 708 m m 6.) 5Y42 TRU55E5 MU5T DE INSTALLED 1- - WITH THE TOP DEING UP. �o to Ln - - 7.) ALL ROOF TRU55 HAN6EK5 TO DE 51MP50N HTUZ6 UNLE55 OTHEP.WI5E NOTED, ALL FLOOR. TRU55 HANGEK5 TO DE 51MP50N THA422 UNLE55 OTHERW15E NOTED. 8.) DEAM/HEADER./LINTEL (NDP.) TO DE. FURNI5HED DY DUILDER. TO - SHOP' DRAWING APHOVAL. T06 1III5 LAYOUT 15 THE 50LE 5OURCE FOP, FADRIGATION OF TRU55E5 AND VOIKALL PREVIOU5 ARGHITEGTUP,AL OR OTHER TO5 TRU55 LAYOUT5. REVIEW AND APPROVAL OF THIS LAYOUT MU5T DE REGEIVED DEFORE ANY TRU55E5 WILL DE DUILT. VERIFY ALL TOL{ CONDITION5 TO IN5UKE A6AIN5T GHANGE5 THAT WILL RE5ULT IN EXTRA CHARGE5 TO YOU. T03 - - Requested Delivery Date T09 Approved by: Date: T10 NJ-- .J5 00 Builders UP1 J3 CD FirstSource GD Orlando Ln - T 1 1 PHONE: 407-851-2100 FAX: 407-551-7111' co CJ1 = U U w - -- Plant GiGy - PHONE: 813-75g-5851 FAX: 513-752-1532 m -) - - - - �a axla. wlIfall T12 FIiit-k WI HV'.`(la zo-s-e �k �..a �ie_e_e DUILDEP.. Cypress Home Builders 610DE1' NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD < d The Bimini '1 REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL 51XTH EDITION SECTION - tHALADDRE55: - ' REVISION: 8301 DESIGN CRITERIA AND ASCE 7.10 T.5 C h hal, .1 �I y {. 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED(VULT) AND 108 MPH(VASO) Licensed Prormional. Engineer 55'22.E 14th St. Sanford SALE: G 2. RISK CATEGORY 2 531 S. State Road 434 Suite 1001 - - N1 - . 3. CONSTRUCTION TYPE'=,SINGLE FAMILY RESIDENCE IV) Altamonte Spt logs; F:, 32 14 - 4. WIND EXPOSURE- CATEGURY.0 (407)521-5557. .. DAiE: .. - DRAWN DY: J00 1: .- S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15.18 AND HEIGHT Fax(407)521-5434 3-2^^�� IC� - EXPOSURE ADJUSTMENT COEFFICIENT 151.40 P.E.0040748 3 29• . '' 1. PLYWOOD, (PEILD) USE ed NAILS AT 6 o.c, SPACING , .,, , , ;, 1 esh on md. p c $ . (EOG -E) USE ed NAILS AT a" O.C, SPACING, (E.EK IDR WALL eNEAiHING) . - - - _ .. , . .. ... ' '. • 6"tA1NaY. ' NAPTEF,1 Wa6 : '. ' - . . Slabs shall be reinforced whir Cber m 6 va ora er over can Cori pnc-ed tensile treated fill 6L&YA--r%e1•1 . �' �'' � �Al EG- � / 1 5 2: Concrete fnolings shall have a compressivesliength of not less than 2500 PSI' i FOR OPENII a9` , . OYE ' . . , . r wrma 8 days. 5 bat? es indicated. All bars shall be deformed, Rod shall . ' . - '- . 3 " P.T_T RRJt , -i 5 v� 1< JrioA ' �2 �r•y Q 5 0.MDOARD NAILING PATTERN, "Reinforce FootinP,9 with # . .. FINHI NT TEXR3 .. • . . Usti 6d NAILS, AT -I" O.O, SPACING' ' : � t Rad scat FMIBH UN�J. -_ ........ . ' . . cro1N conform to ASTM dEsignatioU A305, aQQd be clean and free from rus e. , Pe ),,: y C . i . .. ., Splices shall ovellnp e- teas- 25'. At` K2bwr to Ile G+v41� `�° .. . , . .. . : 3. Por concrete block walls provide concrete filled cells with 1 - 9 5 barvertically • • • ' OR FI W , All lath and lath attachments shall be bf :.. wLDa11 eLXxaG " °t .. . . _ OR FIXED.GLAB9 UNlJ. . LV C, N HAS 9 6PAca6 continuous front rooting to lie beam at all Fpmers and where otherwise noted as per _ . corrosion -resistant materials. Expanded metal ar woven • - - e"�' °d foundation plan. SILL Ut }vire lath shall be attached with 11/2 -loch -long (38 mm),11 Roof SheathlttG�L'a . Q: Gxtend slab I - %i' at door openings. , . gage nails having a 7/16 -inch (11.1 mm) heady or i/8 -inch- • • 5. Extend slalM I - %i' and recuse °/:' for sliding glass door tracks. � :' $ 0 21nm 16 a e sta )les s aced at no mor( than 6 ' ' . . . ' .. NO Y . grade slakes allowed PRE -CAST 81LL, .. 1 ng (22. )r g g i r P ' inches (152 mm). .. e^ crtll. ...' o alv�uuaized .: ,.. . : .:•. . . :. . M Strapping Hardware To PT Lumber T Be G .`�' • ( q,. CGNG. BLAH W/ FIBEfa-1E3H . �-o/" ' :;G '�. OMITING _ _ __ , O.G.. - .' • - 13LOGKING 5F'AGING A OF ROWS MAX MT, • , .. id' `•'NONE Qf --frfi(pLG T z -o °-o r74 PLY Wli�(S TyrT J7 2, S .. oM0 ° E 9 Gn�ral Lumber 14' Node IZ'-0' . CJ t'iP. BHI- LEg OVER'�°FL'LT a �sTh, ��Ff • , , ed Mia SI W A: Iw4e AT 41 8.4 ON ad M61 avro" HALL AY 6' C.C. ON . F.WA4YAL8?Phti�IADe HAIL ENAWAU'In PM�eliAiIT IZ1A. jD° AAMD , f6' THREE . . 13'-4• Zx4 5ou'rHF_xN PINE IV �.w 1 ,t � v11 -1 /IST" GD)(. OryB !"l,iz• . ;`R 3 8 MiN lN°ULATIGN .. . : ' •' ' • ' .. '. '• •.' :" "' ' ". AT 60PPONN» '. aLCCr4HG AIID 6° O.C. PnLD .r. aNADED AMEA6 OP MCOP 4 ATOG F -c JHJ eC,* Alro 6" _ '1y FON OMEN AP8A9 °F N°°P , .. .. All Lumber to be Southam Yello a with maximum content of moisture 19X : . W Rl�l Z . , i RE-9WS[NEEi ED RI15 14'. ' 1G, .. . . . ' Z,iri ewwcrz Fix . . THREE . , , oc, WMuRRicANE ANCHOR HEr le v.* SOUTHERN PNE• . • 16' ' . .. ... ' " 17'-O• • '' 12' " THREE„' ' - Exterior Lumber to be Pleasure Treptod. Studs l ay Be Spruce #2, .. EA .TTS. 8EE T� • 16" . . . . . .. .... , .. .. -iwe SPRUCE PIR . , ,b ' : ' ' 9 ` , .. . .' : . ' .. r`Alfwood the and that supports permanent structu1e��intended fox' LA' Gil FOR TYPE MANLF Y T t . I6'.' THxEE , .. .. 2x9 aJ01` UTHERN rWE '. 12• '. ThIPEE . - . in contact with ground -approved treated wood F'BC R317 PROVIDE pUIW. PA.PEf� GR VARIES .. . ' _ OP NAILING PATTERN; . `,,. • I - USE aci RING, SHANK MAILS �AT 6 O.C. 6pAciNr, rPEILD) : 1' - � '' +•-0' .• hurilauoccu )auc shall be preservative _ -. ,. , I Y _ STEEL PLATE 6E'fU.EEN BEE ELEV, . . SONE! AND d O.C. A7 SUPPORTED Fd7GEB ' AT 6" 0,c. SPACING (60PPORTEn EDGE6J ,;. • .' ,'..'a' .' .' .'s' ,' ,' ,• ,' ,• ,' .. Footings have been designed for a TRllgg / G)111. • zoNt 2 -USE ed RING SHANK NAILS AND 6" o.c. AT FEILD eHAh1K NAILS. ' 4'-00 '; •' i �•, . ,C�P'teral Foundation Notes : ' r b ^ 7� ... bearing 0.4000 i tiSF ; 5dIr..00L I NAIL.1 OR GWS.°r4 . ;1" O.G. - /C/A/E ' . PNEUHATjC NAILS MAY E+E UESED aN GIEd oP ed RING , ;. _.. SOIL presSUre I �y, C� • ... ,. • ° O,C. AT EDGES AND 6 O.C. AT FEILD. NAILED a ( •. 1. All'concrete slabs shalfhave a compressive strength of not less than 2500, PSI .. ✓C`ni r6� _ ...( ... BG lD BEAM W/1•-5 ( sHTlco 2-Ila"X .Isl AND PAND z-VA"x .oan ) O WALL NAIL PATTERN, E�CTERI R n' .: q rQ 28 days. • S O;FF/'T ,FILLED . GCNT. W/25" SPLICE MDL '' 1. PLYWOOD, (PEILD) USE ed NAILS AT 6 o.c, SPACING , .,, , , ;, 1 esh on md. p c $ . (EOG -E) USE ed NAILS AT a" O.C, SPACING, (E.EK IDR WALL eNEAiHING) . - - - _ .. , . .. ... ' '. • 6"tA1NaY. ' NAPTEF,1 Wa6 : '. ' - . . Slabs shall be reinforced whir Cber m 6 va ora er over can Cori pnc-ed tensile treated fill 6L&YA--r%e1•1 . �' �'' � �Al EG- � / 1 5 2: Concrete fnolings shall have a compressivesliength of not less than 2500 PSI' i FOR OPENII a9` , . OYE ' . . , . r wrma 8 days. 5 bat? es indicated. All bars shall be deformed, Rod shall . ' . - '- . 3 " P.T_T RRJt , -i 5 v� 1< JrioA ' �2 �r•y Q 5 0.MDOARD NAILING PATTERN, "Reinforce FootinP,9 with # . .. FINHI NT TEXR3 .. • . . Usti 6d NAILS, AT -I" O.O, SPACING' ' : � t Rad scat FMIBH UN�J. -_ ........ . ' . . cro1N conform to ASTM dEsignatioU A305, aQQd be clean and free from rus e. , Pe ),,: y C . i . .. ., Splices shall ovellnp e- teas- 25'. At` K2bwr to Ile G+v41� `�° .. . , . .. . : 3. Por concrete block walls provide concrete filled cells with 1 - 9 5 barvertically • • • ' OR FI W , All lath and lath attachments shall be bf :.. wLDa11 eLXxaG " °t .. . . _ OR FIXED.GLAB9 UNlJ. . LV C, N HAS 9 6PAca6 continuous front rooting to lie beam at all Fpmers and where otherwise noted as per _ . corrosion -resistant materials. Expanded metal ar woven • - - e"�' °d foundation plan. SILL Ut }vire lath shall be attached with 11/2 -loch -long (38 mm),11 Roof SheathlttG�L'a . Q: Gxtend slab I - %i' at door openings. , . gage nails having a 7/16 -inch (11.1 mm) heady or i/8 -inch- • • 5. Extend slalM I - %i' and recuse °/:' for sliding glass door tracks. � :' $ 0 21nm 16 a e sta )les s aced at no mor( than 6 ' ' . . . ' .. NO Y . grade slakes allowed PRE -CAST 81LL, .. 1 ng (22. )r g g i r P ' inches (152 mm). .. e^ crtll. ...' o alv�uuaized .: ,.. . : .:•. . . :. . M Strapping Hardware To PT Lumber T Be G .`�' • ( q,. CGNG. BLAH W/ FIBEfa-1E3H . �-o/" ' :;G '�. OMITING NEIGH T5: OF .STUDS : ' ' � `71i�, >r2 CaRAf7�. O.G.. - .' • - 13LOGKING 5F'AGING A OF ROWS MAX MT, 2x4'ePRUGE PIR `` id' `•'NONE 8'-0' �x4 5PRUGE FIR -' • 16' ONE . l0' -O' 2x$ 5PRUGE PD : 14' Two . IZ'-0' . 2x4 SPRUOt3 FIR..' IZ' THREE , . 14'-0' 2x4 w'OUTHem PINE , f6' THREE . . 13'-4• Zx4 5ou'rHF_xN PINE IV .Tl-IP,EE ' 15'-O' 2xc,5P8UGE FIR - IG' NONE! • I% - 9'-O' , 'A6. 5rRUGE PIR 1G, TWO 14'-4' Z,iri ewwcrz Fix IZ' , .. . THREE -16'-0' - v.* SOUTHERN PNE• . • 16' ' • THREE• ' 17'-O• 2x6 500THERN,PNE . 12' " THREE„' ' iq'-a` ' 2x8 SPRUm ! Pix • 16" THREE 19'-0' -iwe SPRUCE PIR . IZ' . ' . THREE Zr-0' . ZxtS 50UTlIERN PNE I6'.' THxEE 22'-4' 2x9 aJ01` UTHERN rWE '. 12• '. ThIPEE . - 24f -O' oM4s 6lpui(133� . .. . ' "r ode \ F Pa5$7\4r-S . . OR 6xh lull I OVER 4M YI3C7 . SP1 • ' ' 6-101) 4-10A - 585 . . : .. r .•. SP2 . • ' 6-10D .: 6-10D . . ' • 890 - - .. . , . . . •. : - .' •. - . • 6-10D X 1-112" . 735 , . 5H ��\ . i O' -m" FIN FL. SY4 . .. I GfE \ . ..'MTS12 - ': , 14-100 X 1-1/2" . ''': 1000 ' , r4' E . `� III III: • ,I --III= _ M1'620 - 14 -IOD X 1•ll2" 1000 - 10,109 • LsxAl2 soy II T I I TI �= �t . . LSTA24 ' ' 18 -IOD 1235 lu I - A .., - . :. ISTA30 22-10A :: 1640 _ 1640 . - . .. .:'.LSTA36 .. 26-100 •.'. . . • MSTA36 26-100 .. . •' ' 2050 ' - _ . .. 1 BETA16(iPLY)' 10 -101)X1 -VA"'' ' .•:• 1805' I I6.,: I I -I GLEANGGT'1PAGTED . �/ - TER'11TE TREATED • 'BETA16(2PLY) 9-16D 1810 TYl'. 16 "x ao MGNO. I __ - I I FILL .6-16D . .. . 1550 • .. . FOOTER W/J-'�P (--III-I I =I I . $TJS26 14 16A ' $GUS26-2 .20-16D . 8 169 2325 ROD DONT. :I I ( ---•III- I I I- FGTR 2-1/2» i,'Al'I GN ' 1 -SDS 1/4„X3" , 5000 / . HTEi6 1-5/8"X8"A.B. 18-16D 3480 . . . ., . . 7 NO PIP. GhiE STORY 9" BLOCK WALL .BELT. , „ ' » B, 32-159 SINKERS 52 0 )7�ti11 D�ff�__ - . • DE (� '' FNOTES aPE'..:" " /I : S ` D 22 1-518 XS A JAI L. -__P � , . ABU44 1-5/8"XS" A B. 12-169 2200 • ; RASS11 G TMRDU�fH '', PASSING: THRDUGf+ FODTiNG i 1GNOLITFIIc FTG. , 7�8„ GFMENTiTIOUS FINISH ABU6G 1-518"X8" A.B. 12-169 2300 - GROUTEb SOLID S TEI'I WALL ; : •` •- 7?5 Z�^Itch. -.P s/g',4�� y9<!'' AROUND P1PF " SLEEVE' SHAl4' 8E . "••SLEEVE - 2 SIZES LARGEP..THAN ' H2.5/{ ' 5-80 5-80 ' . 415 .<D� Sel•EEVE -SHALL BE, PIPE PASSING 7HkUUGH . . . . . 8D , 4 SD 455 _ IZES,LARGER TNAN . -_ ': `- FELT/ PAPERBACKED • R3 4 PIPE PASSING THRUUGN'• LATH MATERIAL n " 1Q50 / 'i $TS20 24-lOD'X1-1/2 ' • 12 -SD X 1-ll2" ' 450 ' 1 n a e, •4 rL ei r I ) . ' . • Valley's. Valley linings shall be installed In \ `� % , . A35" / 1.°' . ' .. MGT 1-5/8"XS"AB. . . 22-10D 3965 _;:: �� accordancewlthmaaufacturer'siostnlladon{asaucdoos. � \�- • ' »' . 'et v' befoma lin shin Ies.Valle lain sofdlefollowlna LAPPED MOISTURE BA X1-112 1360 PPY 8 8 Y 8 o BRIER G SP$8 12-lOD :-,:•, /' . SPH4,SPH , i' �`.L.• �'i t!'' i:;.,: NOUS ' / 3 S �' ryes shall b° edited: ( E WRAP -7 -EDP -J .>S k 8 y `. y r Ti P P. V ) "n . A,B. 3 . fA n a A D 8 v .' : 5/8" DIA 16-109 . 10530 i. `,; . ', : •.. ;. ' _ .Por open valley (valley 1luing exposed) tined Tvid1 .... :... • HGT 3 2- A.B. ... • '! 11 :t . » „ TD . 3145 1 metal, the valley lining shall be at least 24 Inches / \\ r '•` i' •� ' WOOD SHEAT l . . . . . . .MBNA 1 -ATR 3/4 X8 C Pfd 18-lOD <" / 1, � : FANO /y DX� n » 885'' . SEE , FOIJNOA ION P A 7H3CkEMED (610 mmj wide and at any of the corxosioares{s• / II �i . I . MBHAH=7LQ) 1-ATR3/4 XS��y-4) 18-10D 1 T L N 'SLAB UNDER __ ( FOR REDAR Ol1A T .tantmetals \ I' ' / :' ' �r 7/�6 O,SO, . li .' . •. . . HTSM16. - 4-114"X21/,4"TrFEN 8-10A . 1175 N ltY . i P0116 , . : •- '. . : » " TI EN 6-lOD• 1125 ' . \` I !� 2. For open valleys, valleyllningoftwoplies'ofmin- I" y.+..'_ MOISTURE BARRI HUC4121T 16-3/16 X21/Q T 7/0" 36 8-1/4"X2/14"TIrEN 13-lOD' 1870 `. l r'� •L'' eralsunacarollroofrog,complyingwldlASTMD : OW WOOD ""`° (WALL• TRANSITlO R MSTA1l1 95 RFBAR WITHIN FOOTING + CONCRETE FDpTER 249; shallbdpeanittedThebottomlayershaDbe' . ' ' .. $UC612TF 16-3/16"X2]/4" TITEN 6-109 1125 ",W/ w,, Hill.; SPLICE OVERLAP (SEE FOUNDATION PLAN 18Inches (457 inm) sod the lop layer a minimum ° < . • _ FOR SiOU �I . • . DTC 4-81) 2-8D . . 'of 36 inches (914 mm) wide. • . ' �,_ i . • • - - • • 3. For closed valleys (valley covered with Shia- • DRIP EDGE Q{tgt7lfl!'D "6 eo}E$RDtIR A'•o° gles), valley ltaing of ono ply of smooch roll . " TYPICAL: 'FOOTING ' DETAIL:. _ . Gly ,6j(,l,Af"S?b"iiiN .' 12dNaCtsyia^O.e. . . roofing complying with ASTMD224Type11or .1, ,o`-..;_, CEMENTITIOUS FIN!SII _ • . • . INTERLOCK TCP' : Type III and etleast 36Inches (914 arm) wide or FL AYY �TGCRNeRo valley lining as described fn hems feud 2 above '~ . . ; ./�• yt' i Ty ¢`'.'1; p�1. - •:.•... .- .• .. - .. Shall be permitted.Soecialtyunderlaymentcom � •;..... CON[ I _ .' . -Corner �./ont.l'nU14� 1�n KILLEF2eLOOK . .. plying withASTMD1970meybeusedinNeuof . RETE BLOCK I/Y' ar 5/e" . . 1 1or�i�m�i� '. •theliningmaterial: . , OR SOLID CEMENT . . . . a nci UJa i I Re .. ' . , ea m �� 8 . . .. . . , . . ... 2XA WOOL+ STUD .: .. , ' ':.iii`' PLF4TE'�PL1C� C7Ei'741L NorE:. ...::• . - .. • . . . - . . . . _ MATERIAL TCONFO MINGSSORIES SHALL DE PVC . .. . . pCf1C :' 3 AND D42113. STANDARDS 6TOND4RD'' C 26 [106 . . f9t<N'1 ' • ' . D17N4, 9 Fi001' Tm_� . , . D INTE ENDS, ANGLES, 2 --CAULK ALL E'3UTT JOINTS, . ,. r : •:• •..: ;.. RSC AT TIME OF INS A7 Fes' ® 'f IL' : '' , .. Ween screeds: AN [TIONS C. "fe'A,Nf TO "PG,e ffG A minimum 0.019-ineb (0.5 mm) (No.26 gaivanized sheet gago), corrosion -resistant Tveep TALL ION, }, . - , . Zb,4 J/fG/f/G fTIAN-r .:.'.., . f.C'J 1 d vllh a minimum vertical attachment Aan�e of 302 Inches (89-' COI `I TR 0 ' ' X . . . . .. . . accordanco w(ttt ASTM C 92G. -veep screed placed, ®:___ N•T•S ' • NGiNe7U1LD FLOOri JOISTS . tai t ., '. .: . . Ci 44= 5""v .... • :: ' :I .,' . - : Poise 2X6 16'a.C. 13'5' MA% SPAN >� r axil 16'0.c. 2012' MAX SPAN fOOTHCi P0a 16 z 2X6 24T.C. It's' MAX SPAN i :. R7 at : . i' . aXe 12'O.C. 19'6' MAX SPAN - t'1 . . .. PoarD RFT': .. 1ZDFC�,WR14 :rtA,///_f��,ne ➢tor ' .' COYER . • h. asonr UJaII • . ' ' CONVENTIONAL FRAMING SPANS . MAX SPAN 24'O.C; .. . . accordanco w(ttt ASTM C 92G. -veep screed placed, ®:___ N•T•S ' RAFTER SPAS: • CEILING JOISTS . FLOOri JOISTS . .allow trapped water to drain to the exteriorbf the bullding. The weather -resistant barrier . a%4 I2'O.C. 1419• NA% SPfN 2X4 t2' 0.G 99' Mn% SPAN 3• ' AX SPAN • 2X12 12.O.L 2 4 N attacbmeut flange of the weep screed. .. . . . , 2X6 16'a.C. 13'5' MA% SPAN 2X4 16. O.0 B'7' MAX SPAN axil 16'0.c. 2012' MAX SPAN Water -resistive barriers shall be.installed as regLiWed fu Section R703.2 and, TT'here applied . . 2X6 24T.C. It's' MAX SPAN 2X1 al' ELC. 7'3' MAX SPAM 2X12 e4'U.C. 16'6' NAX SPAN be Installed rode >eudeutl such as each In er rovides se arltte coulinueus lane and an E Y }' p P P y aXe 12'O.C. 19'6' MAX SPAN - . 2X6 12' O.V 14'9' MAX SPAN . 2X10 12'OE. 19'11' MAX SPAN resistive barrier is directly between the layers. 2X0 16.O.C. 17'9• MAX SPAN ' 2X6 I6. O.C. 12'11• MAX SPAN : 2X711 I6.O.C. 17'5' MAK SPAN . ' a 'euinD substautiall'uonTt'ater-aDsorbin la'er-0t' separated from stucco by an tat n „ } g 3 ' des!Dued drainage space.. . ' 2Xe 21'O.C. 13'2' HAx SPAN 2X6 21' O.C.10'6' NAX SPAN ' 2X10 24'nC. 14.1' MAX SPAN 2X10 1a'aC. 24'-0' MAX SPAN 2Xe 12' O.C. 19'2' MAX SPAN ' 2X!0 16'O.C. Z2'I' MAX SPAN 2X0 16. OL. 16'7' MAX SPAN EXIO 24'Mr. to'I• MAX SPAN 2X2 E4' O.C. 13.7• MAX SPAN " 2X12 le'D.C. 26'0' NAX SPAN 2X10 12' nC. Za'9' MAX SPAN 2X12 16.0.1. 26'0' MAX SPAN 2XIO 16' O.r- 19'9' MAX SPAN , 2X12 24'OC. 21'1• MAX SPAN PXIO E4' D,C. 16'1' NAX SPAR �i- t fE:, ALL SPANS BASED UN as SQUIHERH YEU.OV PINE &SIGN LOADS BP q0 PSr-LIVE LOAAS M f,VV,-,(67U,e ' . ctVOd'o 6Af/Nd - . C T W% ��r X r/T. . on7,.9 1 gam 8 is.'ei • ,'� �= screed or p asha w Sep scree , T i_ B E A D WI 11-1 DRI P mm) shall be provided at or below the foundation plate line on exterior stud walls in E D G The s11aU bo a miuimunt of M1 IncHes (102 '- '-r - -=- -- s7� &CTS �. '. ' accordanco w(ttt ASTM C 92G. -veep screed placed, ®:___ N•T•S ' - TPizlJa4G 0 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that wlU . p,•ZAp {'•;VIG, OOo a .allow trapped water to drain to the exteriorbf the bullding. The weather -resistant barrier . e d e 'nate on the . shall lap the attachment Ilnnge.'1'he esterIor lath shall coo r na t rml ,e :, ,."A+ .. attacbmeut flange of the weep screed. .. . . . , . Water -resistive barriers: . ' .. ' Water -resistive barriers shall be.installed as regLiWed fu Section R703.2 and, TT'here applied . . J/G G ' - over wood -based sheathlug,'shaD include a Tvater-resistive vapor -permeable barrier with a % . , " , . : performance at least equivalent to tivo Iayers of Grade D paper. The individual layers shall , 'K 1 oUR ceu✓ Ro?f-FLM.. be Installed rode >eudeutl such as each In er rovides se arltte coulinueus lane and an E Y }' p P P y .1F 5HowN oM 8�_ X%'� Q 0- ... • Q,QA,,.r • - - ,. flashing (installed in accordance with Section R703.8) intended to drain to the Tvater- . . , y resistive barrier is directly between the layers. _ - - -^ k//N DO W . J 00 STOOL N NyRYIYAGG I AHG /Aq " """' "' . Exception: til here the water -resistive barrier that Is applied over woad -based sheathing . . ater resistance a ual to or reater than that of 6U -minute Grade D paper and is .. , hII9 a ST q g . ! t T. /x 1Y/.No/w ,. YJ A/6SG,S',EY. fs--2Z; MF,FR. a 'euinD substautiall'uonTt'ater-aDsorbin la'er-0t' separated from stucco by an tat n „ } g 3 ' des!Dued drainage space.. . ' : 0 PSF-DEA A SSE �S• . 0 . , , . .. , . o r - __ .. .. ' GABLE ENP TFalE>9 - . . �1_ q••i2' ' �Y �-1 t LCa l 1Pd L tom• L•7. . "All wood in contact With the ground and that supports perinanea: structures intended for . �,a'sToccO FINI ++ovlfx '•. ' '. '' occu ane shall be a roved preservative treated tivood FBC 8317.1.2" . . rF / " ' P.,rPst e cr�t7 LAm A v2• ' 2X8 RIDGE : --_,.-...._ . � A35 0_01ij ,5 i -&. Pick. human P Y PP . . ( FLThb00 SIAYMIN6 W/2m4 : ; Epp . • .. : ' �� R'IA•NIHG (Tm) ..i �n -y . - 2Xb .. , �ffes�,,,, y.��. . 6ALY. 1•iAL FLn2'HIN6 r /LrVr%.• i+.l .. 2 - . ANL` csUNrcR-FLASHIIA5 e` �C { R905.2.7 UNDERIAYMENT APPLICATION. For roof Slopes from two units Vertical in 12 units horizontal (17 -percent slope), , 4 'i'p . // ,� 5nu0 5Tca b 0� ;Z - ��•-� p I 12 units horizon al 33- ercent slo e , underlayment shall be two layers applied In t(ie following manner. .. - . Wit' G' . . ! $ up to four units vertica In t ( P P) . : r,lTs72• . • - 3.f' 9 ,'�`. _ �: Kofi 1D;r cl-e'r Ili ' l Apply a 19 inch (483 mm) strip of underlayment felt parallel to and starting at tine eaves, fastened sufficiently to hold,In place: RFZI,UCAt1Z C,01B-cCTrXi ./ .cA} - ,P T Pa ' , , . 0 TRUSS m161t�rL .. ! -�Q{; � , Starting at the Save, apply 36 -loch -wide (914 mm) sheets of underiayment, overlapping successive sheets 19 inches (483 mm), and , . - � =- i . d'73r'k"f `� fastened sufficiently to hold In place. Distortions in the underlayment shall not Interfere with the ablllty of the shingles to seal. For NOTE: TMls sraucroRE NAs BEEN oESlGrveoro MEET oR ExcEEOTME wIND rano �%-/ /f . . . - -(�� . roof Sl0 es of four units Vertical In 12 units horizontal (33 -percent slope) or greater, Underlayment shall be one layer applied In the REQUIREMENTS OFTME 2017 FLORIDA BUiLOING CODE RESIDENTIAL SIXTH EDITION SECTION - . . - - I f ' • :. 2X� ' ,LLA,R TIE AT j P 8301 DESIGN CRITERIA ANU ASCE 7.30 T.a Cl,c!m{ - . • ' ' i ', f ,. '' . ' . , ' followin mdnner. Underla ment shall be a lied shin le fashion arallel to and startin from the eave and Ia ed 2lnches 51 1. WINO SPEED= 137 MPH ULTIMATE WIND SPEED (VlllT)AND 108 MPH (VASO) d PrOressio Rni EMgtnCC' a.y C�.G, MAIL W-' -ii0D---3�O" GVVX4" L�#� g Y PP g P g PP . mm), fastened sufficiently to hold In place. Distortions In the underlayment shall not Interfere with the ability of the shingles to seal. 2. RISK cATEGoaY x silt s. Slnta Road'334 sa3ia writ -MAIL$ MAr,H CIY0 igio -VOP Ch 3. CONSTRUCTION TYPE -SINGLE FAMILY RESIDENCE IV) . AltaRionteSrrings,FL32714 . •`~•��+ `�,n�'„ t'' . . , I End IapS shall be offset by 6 feet (1829 mm).. . 4. WIND EXPOSURE -CATEGORY C I I (497)521-5557 ' . G� ��1� \` �\ a' i.r. y i 1 ,n • 5. INTERNAL PRESSURECOEFFICIENTFORENCLOSEDBUILDINGIS.18ANDHEIGHT& ' / ' Fax(407)521.5434 :. LL ff A�ru pp�� '-tT ,. j� p�yq .��rp1'��Lp .. Lj`I ,�gw� .�p'g� : - M��. IeLl�✓FTI I`tC'" 7r 1�." �ti�iV'N`K .- r 1'\r" M.fr �c.s.. Im1�79r1 � .0aW'- � I RSI ��CYip� W SURE ADJUSTMENT COEFFICIE T1s .40 .. " ' 074 . EXPO N I 1 C.E. UU4 8 Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE:' • ' 3.10.18 - . SCALE: . AS NOTED SHEET NUMBER S4.