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516 E 14 St (a) 18-1691 Plans
F43Lj ILA. GARAGE. FRONT ENTRY 47 SF RECORD COPY THE ABACO REAR PATIO ' -130 SF '. TOTAL AREA UNDER ROOF - 2195 SF REVIEMd D FOUR CSO' DE COMPLIANCE PLANS EXAMINER . . BUILDING AREA SQUARE FOOTAGE CALCULATIONS ARE_,"1 ' I DONE BY THE ARCHITECT/DESIGNER, T.S. CHEHAL, PE. WILL DATE BEAR NO RESPONSIBILITY FOR ACCURACY. BUILDER/OWNER SANFORD BUILDING DIVISION TO VERIFY THAT THE CALCULATIONS ARE CORRECT, A PERMI"i ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PREED W I iH'FHE WORK AND NOT AS AUTHURr1Y TO OCVIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF.THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 7EIE BUILDING OFFICIAL FROM THEREAFTER ' REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be VeriJ'ied at Slab Inspection y�ILOTryo SANFORD DRAWING INDEX C1 COVER . '.Al' FLOOR PLAN A2 ELEVATIONS E ELECTRICAL P1 PLUMBING PLAN. RF1 ROOF PLAN S1 FOUNDATION PLAN S2 LINTEL PLAN S3 ' TRUSS LAYOUT S4. DETAILS, F43Lj ILA. GARAGE. FRONT ENTRY 47 SF RECORD COPY THE ABACO REAR PATIO ' -130 SF '. TOTAL AREA UNDER ROOF - 2195 SF REVIEMd D FOUR CSO' DE COMPLIANCE PLANS EXAMINER . . BUILDING AREA SQUARE FOOTAGE CALCULATIONS ARE_,"1 ' I DONE BY THE ARCHITECT/DESIGNER, T.S. CHEHAL, PE. WILL DATE BEAR NO RESPONSIBILITY FOR ACCURACY. BUILDER/OWNER SANFORD BUILDING DIVISION TO VERIFY THAT THE CALCULATIONS ARE CORRECT, A PERMI"i ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PREED W I iH'FHE WORK AND NOT AS AUTHURr1Y TO OCVIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF.THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 7EIE BUILDING OFFICIAL FROM THEREAFTER ' REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be VeriJ'ied at Slab Inspection y�ILOTryo SANFORD NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: 3,10,18 SCALE: AS NOTED SHEET NUMBER C 1 IRR • # 1691 18- E .NOTE:THIS,STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEEOTHE WIND LOAD '1'.S. CllChnl ' REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION -- f:ile1 C .. Licensed Pia I ' FCS '. R301DESIGN CRITERIA AND ASCE?-10' 114341 53Itamont S. 3041,43, 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED(VULT) AND 100 MPH(VASD) - FL. 327741. AIf4310R1C Gprng5 .1...2774 .. 2. RI5K CATEGORY 2 ' •' (407)571-5557 - - 3. CONSTRUCTION TYPE =SINGLE FAMILY RESIOENCE(V) - F4X(407)521-543-t - 4. WIND EXPOSURE-CATEGORYC • - S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15.18 AND HEIGHT& P.E.004074C , ' EXPOSURE ADJUSTMENT COEFFICIENT 151.40 NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: 3,10,18 SCALE: AS NOTED SHEET NUMBER C 1 . .2 • o� CO y °° U NOTE: THIS STRUCTURE HAS BEEN DESIGNED TOM CET OR EXCEED THE WIND LOAD, ti REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION ( R301 DESIGN CRITERIA AND ASCE 7.10 Q NLS I ly n o Licensed Prcfessioilal Eo gincc` ensed ' 2. RISK CATEGORY 2 531 c Road 434 S1:i,lC Icer 3, CONSTRUCTION TYPE -SINGLE FAMILY RESIDENCE (V) Altamonte Springs, F1,12714 . 4. WIND EXPOSURE o CATEGORY (41!7)521-5557-'- " S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15.18 AND HEIGHT&. - FaX(40'I)52t-$434 , ..• EXPOSURE ADJUSTMENT COEFFICIENT 151.40 1',E-0040748 Ty o LIJ m 4 ��\ WASHER Q. s In LLi LU J O CL - T v LL" u I C] p LL 0 � \w O J W 0' Q 213 F= p �...� (N!1) 00 L L_ CTI Ll" L1. (� t!) g Z 0 OU w Q /� V J 0 V) O � � W � w U cr) E] �' r' m d r\ d- m �-' `� J , a Q�U o Q I f 1 f. I' U�0o a wJ (-- � F- o�U ° Q xa� 0UiorU �� e. a rF-m sr ILLQOQ w w�LL . —� 0 U < Gr s .. _ .. .. .. .. .. ooa U LIJ �m Ia I N LU J dzon¢. Q�Q —I U. Q Z wWzz �� ^'.�a .1 P•s .2-.65 a I - GL QQO . ... .� D•6[ .. •�S ,9E ( i U 0 p 7 0 F7—" a LU. Q m Q > 40 rGP� - Q LU Z — W ", 00 O W _ .9-.S _—.7(C.E — — _ —.i-•9— —. -) .�E-.R — - N. O ... O h Q m m LINEN I A. Door between garage and living area'of r ` — — — — — — J W W Q F house to be mininium 20 minute solid i � core door &self closing . LL 'j,f — Q LL J U B. Wall between garage and living area O Q e � I? T- �r rye8 \ I W of house to have YT finished drywall I K ) 9 V) Ci 0 Q' r minimum, i y LU �� MAST�� BATH I . ,. I. ' �. co _ I C. Garage ceiling to be 5/8' type "x if I L L Q l�L off. p oy I there is living space above garage. q Q . .2 • o� CO y °° U NOTE: THIS STRUCTURE HAS BEEN DESIGNED TOM CET OR EXCEED THE WIND LOAD, ti REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION ( R301 DESIGN CRITERIA AND ASCE 7.10 Q NLS I ly n o Licensed Prcfessioilal Eo gincc` ensed ' 2. RISK CATEGORY 2 531 c Road 434 S1:i,lC Icer 3, CONSTRUCTION TYPE -SINGLE FAMILY RESIDENCE (V) Altamonte Springs, F1,12714 . 4. WIND EXPOSURE o CATEGORY (41!7)521-5557-'- " S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15.18 AND HEIGHT&. - FaX(40'I)52t-$434 , ..• EXPOSURE ADJUSTMENT COEFFICIENT 151.40 1',E-0040748 Ty o 4 ��\ WASHER DRYER u I C] p • 'VbOg xa� a rF-m sr Io — M :. �m Ia I N I o. Z a I I aG 44 Q 0 pry�bm h L_ ------ 4 0- r �r -------.. -- U ' NOTE: . Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER Al • o� CO y °° U NOTE: THIS STRUCTURE HAS BEEN DESIGNED TOM CET OR EXCEED THE WIND LOAD, • DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER Al NOTE: THIS STRUCTURE HAS BEEN DESIGNED TOM CET OR EXCEED THE WIND LOAD, • REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION ( R301 DESIGN CRITERIA AND ASCE 7.10 �, Chclid( •. . - • .. 1. WIND SPEED=139 MPH ULTIMATE WINO SPEED (VULT)AND LOB MPH (VASD) Licensed Prcfessioilal Eo gincc` ensed ' 2. RISK CATEGORY 2 531 c Road 434 S1:i,lC Icer 3, CONSTRUCTION TYPE -SINGLE FAMILY RESIDENCE (V) Altamonte Springs, F1,12714 . 4. WIND EXPOSURE o CATEGORY (41!7)521-5557-'- " S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15.18 AND HEIGHT&. - FaX(40'I)52t-$434 , ..• EXPOSURE ADJUSTMENT COEFFICIENT 151.40 1',E-0040748 DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER Al 1 Conceptual drawings, owner and contractor responsible for accuracy of drawings. 6" SUB FASCIA - 6'5U0 FASCIA . . 12' ROOF OVERHANGS 12" ROOF OVERHANGS, Y a x 4 ro x .. •' •• ... .. LTJ .. ... : . " .. •• .. :.. .. .• •. •. .. ... .. ' ' _ •. SHINGLE ROOF{ttP)vQ/1•�' VZ� .. ._ .. W SHINGLE ROOF (TYP) 12 12 x • b VENT CALCULATIONS: - 2195 SQUARE FEET OF ROOF AREA 6" SUB FASCIA - 6'5U0 FASCIA . . 12' ROOF OVERHANGS 12" ROOF OVERHANGS, Y a x 4 ro x .. •' •• ... .. LTJ .. ... : . " .. •• .. :.. .. .• •. •. .. ... .. ' REAR ELEVATION LEFT SIDE ELEVATION x • b VENT CALCULATIONS: DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER A2. .. •' •• ... .. LTJ .. ... : . " .. •• .. :.. .. .• •. •. .. ... .. ' REAR ELEVATION LEFT SIDE ELEVATION SCALE: 1/4" = 11.011 SCALE: 1/4" = 11.0" VENT CALCULATIONS: - 2195 SQUARE FEET OF ROOF AREA 2195/150 = 14.63 SQUARE FEET *PROVIDE 15.SQUARE FEET OF ROOF VENTAREA* '. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD' REQUIREMENTS OF THE 2012 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION Llcenscd l'roressDnnl EtigiRCtC ' • - - '. ' R3G1 DESIGN CRITERIAAND ASCE 7.10 1,WINOSPEED.139MPH ULTIMATE WIND SPEED(VULT) AND 108MPH(VASD) 531 S. Stale Roud 474 Suitc UlGi '- 1S.Stteltamonte Springs, S.Ite166 rings, 32714 ' . .. .. 2. RISK CATEGORY 2 3. CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) 4.WIND EXPOSURE= CATEGORY C .(407) 7. ' F (407)5 521 43•l, . _ . - - - S.INTERNAL PRESSURE COEFFICIEN T FOR ENCLOSED BUILDING 15,18ANDHEIGHT& EXPOSURE ADIUSTMENT COEFFICIENT 151.40 '. P•E.0040748 DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER A2. 0 W W. 'U W J W ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO ALL NON-GF1 OUTLETS TO BE ON ARC FAULT INTERUPTERS AND TAMPER PROOF GFI OUTLETS OUTDOORS, GARAGES AND KITCHENIBATHS ALL ELECTRICAL TO BE IN ACCORDANCE WITH 2O14NEC . ' TI c -of zrTo LIGHTS AND OUTLETS !la'" Cr TO WH lg (�'f0 RANGE DCTERIORINTERIOR (ALUMINIUM WIRING MAY BE - L 5Ue5TIlUTED PER LOCAL CODE) .. 4/0 AL5ER (200 AMP) 2/o ALSER (150 AMP) i N•5e via. boo_ .. VERIFY SERVICE I • b0.'sf%I"DOM,)'t`.NG%1Cn�zV O }�1\ /1C, Ate' �'�-S . - REOUIREMENT 1 MAIN fftp DISC . L DISC INT. ADDPANELS A6 F2Egb ' I PAN :f)O CIRCUITS) TTP. COMS0 ETox . I TYP. ELEC. PANEL .. U.G. SERVICE 5Y :I (30 CIRCUITS) - - POWER Co.� -4 GROUND- (2) 5/13" ROD S' DEEP /}itwcll4d To Q 1�, sr� LU . w . J // X O I ) JQ U Z ELECTRICAL-- R15ER I-)Ird,GRr41uf • .. J J LL Z LU F• - Q Q— Co 10 frovja Concrete -encased electrode. `� � IU w a 7) � O Q Z d m ._--------- LU rwt s (D UO CC T ` 0 LLJ LU QLIJ LL J J 0 W o� 0Li- Q LU I— Z.. U Z O_ F_w ZQ O �' x I W- U U 0 w< W 0 J i!1 Q L0 O CC LLl E aw�IHD h1 4Y U U. U W w J 0 x� CO W O Q LU m O 4 {b m o 1- c ' O J a- Z W `' c U Q `••� Y LJ' _ — � o� �QWWfN� � x (D'G LL. LL U _j rz N ri LL Ln m Ln 0 0 a. w {- w Fj ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO ALL NON-GF1 OUTLETS TO BE ON ARC FAULT INTERUPTERS AND TAMPER PROOF GFI OUTLETS OUTDOORS, GARAGES AND KITCHENIBATHS ALL ELECTRICAL TO BE IN ACCORDANCE WITH 2O14NEC . ' TI c -of zrTo LIGHTS AND OUTLETS !la'" Cr TO WH lg (�'f0 RANGE DCTERIORINTERIOR (ALUMINIUM WIRING MAY BE - L 5Ue5TIlUTED PER LOCAL CODE) .. 4/0 AL5ER (200 AMP) 2/o ALSER (150 AMP) i N•5e via. boo_ .. VERIFY SERVICE I • b0.'sf%I"DOM,)'t`.NG%1Cn�zV O }�1\ /1C, Ate' �'�-S . - REOUIREMENT 1 MAIN fftp DISC . L DISC INT. ADDPANELS A6 F2Egb ' I PAN :f)O CIRCUITS) TTP. COMS0 ETox . I TYP. ELEC. PANEL .. U.G. SERVICE 5Y :I (30 CIRCUITS) - - POWER Co.� -4 GROUND- (2) 5/13" ROD S' DEEP /}itwcll4d To Q 1�, WILL BEAR NO RL5FQN5101L11 Y FUR 115 A4WRALT.II Ane! Z.F(ISKCATEGURY 2. t $ ELECTRICALCONTRACTOa'SRESPONSIBILITY TOVERIFY TH(4U7)$2$57 E� : 3. CONSTRUCTION TYPE? SINGLE FAMILY RESILIENCE .. Fax(407)521-54,34• . REQUIRMENTS AND LOCATIONS OF ALL ELECTRICAL 4.W INO EXPOSURE- CATEGORY C EQUIPMENT AND PROVIDE AND INSTALL COMPLETE 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15 .18 AND HEIGHT & Y.E. 004074.8 ELECTRICAL SERVICE AS REQUIRED BY LATEST NEC. EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 . NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER E 1 sr� . J // 4 I ) JQ ELECTRICAL-- R15ER I-)Ird,GRr41uf - � O � - Q frovja Concrete -encased electrode. Z d m ._--------- A concrete -encased electrode consisting of at least 20 feet (6096 rnm) of either of the following shall be considered as a grounding electrode: 4010 FG W LU QLIJ 1. One or more bare or zing galvanized or other electrically conductive coated steel W i U u o ��� N reinforcing bars or rods not less than 1/2 inch (13 mm) in diameter, installed in one E aw�IHD h1 4Y 4- ,. —rAy c W _ _— continuous 20 -foot (6096 mm) length, or if In multiple pieces connected together by the usual — _ — — — — - — steel tie wires, exothermic welding, welding; or other effective means to create a 20 -foot - — — — — - I \ .(6096 mm) or greater length. — LINEN I I �' 2. A bare copper conductor not smaller than'4 AWG. I Metallic components shall be encased by at least 2 inches (51 mm) of concrete and shall be I I \ located horizon h horizontally in that portion of a concrete foundation or footing that Is in direct — C) IdIl I ( contact with the ea h or within vertical foundations or structural components or members that are In direct contact with the earth. I A T F ) �I�GIASTER BATH N 0 �� Do x u '\ i I I I Ducts In the garage and ducts penetrating the walls or ceilings separating the � o-' I t1J I t dwelling from the garage shall be constructed of a minimum no. 26 gage sheet steel, 1 inch LL,N \ I I minimum rigid nonmetallic Class 0 or Class 1 duct board, or other approved material and \ N �\` Q q P I g I shall have no openings Into the garage. (FBC-Restdential 302.5.2) Q ryl rr .-L o $ (Dx� i o �' .. ., I I i •, . � Wh5•HER . DflYER [V � I f WILL BEAR NO RL5FQN5101L11 Y FUR 115 A4WRALT.II Ane! Z.F(ISKCATEGURY 2. t $ ELECTRICALCONTRACTOa'SRESPONSIBILITY TOVERIFY TH(4U7)$2$57 E� : 3. CONSTRUCTION TYPE? SINGLE FAMILY RESILIENCE .. Fax(407)521-54,34• . REQUIRMENTS AND LOCATIONS OF ALL ELECTRICAL 4.W INO EXPOSURE- CATEGORY C EQUIPMENT AND PROVIDE AND INSTALL COMPLETE 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15 .18 AND HEIGHT & Y.E. 004074.8 ELECTRICAL SERVICE AS REQUIRED BY LATEST NEC. EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 . NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER E 1 sr� . J // 4 I ) JQ - � O � - Q Z d m ._--------- — I W LU QLIJ W i U u o ��� N E aw�IHD h1 4Y 4- ,. —rAy c W _ — — WILL BEAR NO RL5FQN5101L11 Y FUR 115 A4WRALT.II Ane! Z.F(ISKCATEGURY 2. t $ ELECTRICALCONTRACTOa'SRESPONSIBILITY TOVERIFY TH(4U7)$2$57 E� : 3. CONSTRUCTION TYPE? SINGLE FAMILY RESILIENCE .. Fax(407)521-54,34• . REQUIRMENTS AND LOCATIONS OF ALL ELECTRICAL 4.W INO EXPOSURE- CATEGORY C EQUIPMENT AND PROVIDE AND INSTALL COMPLETE 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15 .18 AND HEIGHT & Y.E. 004074.8 ELECTRICAL SERVICE AS REQUIRED BY LATEST NEC. EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 . NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER E 1 NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings, 0 U Q m Q w DATE: 3.10.18 SCALE: AS NOTED 51-IEET NUMBER 1 I r , NOTE: THIS STRUCTUflE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD • ����4 REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECHON 0 1. WIND SPEED=139M WINDS SPEED AND loBM H VASD) PH ULTIMATE PEE 1 P t '. 2. RISK CATEGORY 2 Licensed PYofes.siu ml Fng111Ge 1• .. 3. CONSTRUCTION TYPE=SINGLE FAMILY.RESIDENCE,(V) .. .531 S. State Road 431Suiie 1001 .. • 4. WIND EXPOSURE = CATEGORY C o . . ,. S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15.18 AND HEIGHT& (407)521.5557. • EXPOSURE ADJUSTMENT COEFFICIEN TIS 1.90 '.. FaX(407)521-5434- ' P E 0748 ' , . .004 uj Lu 1N3A 1NBA � V Lo }, .. ... „� F LL W uj m i O J V z cr Lu u— .'. .. .. .. .. LL : NOTE: THIS STRUCTUflE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD • ����4 REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECHON 8301 DESIGN CRITERIA AND ASCE 7.30 1. WIND SPEED=139M WINDS SPEED AND loBM H VASD) PH ULTIMATE PEE 1 P t '. 2. RISK CATEGORY 2 Licensed PYofes.siu ml Fng111Ge 1• .. 3. CONSTRUCTION TYPE=SINGLE FAMILY.RESIDENCE,(V) .. .531 S. State Road 431Suiie 1001 .. • 4. WIND EXPOSURE = CATEGORY C - Altamonte Spring-, M32'114 . . ,. S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING 15.18 AND HEIGHT& (407)521.5557. • EXPOSURE ADJUSTMENT COEFFICIEN TIS 1.90 '.. FaX(407)521-5434- ' P E 0748 ' , . .004 I "5 VERTICAL O SLAB � r / 2 15'D CONT. ° a OR GRADE •ID�ljt—�l ��� L;,,,—•.=, ---,, •� � —IllT—Tj� 8301 DESIGN CRITERIA AND ASCE 7• SO - �• „• y° r 3COVER.KiE ' 'S.WINDSPEED= 139 MPH ULTIMATEWINO SPEEDIVULT)AND lob MPH(VASD) 00 m f�ri g Z, RISK CATEGORY 2 � � Q� O N ^��� ..._J - '. .4. WIND EXPOSURE n CATEGORY C O r 5LAF3 o OTT�R-� GRADE ; " •�7 -j(��_ • ,•i . •. S. INTERNAL PRESSURE COEFFICIENT FOR,ENCL05EO BUILDING IS ,18 AND HEIGHT & �3 Ve CONT. lll—LLl_U sy — � ° — 9GOVEt-•ACBE Ila MPJ EXPOSURE ADJUSTMENT COEFFICIENT 151.40 `R.,. �.•�� I I .Ebth T A u0'.h ..0A - .D -A GRADE - �'� 4 -' .. T '5'e. CONT. m. n ° •. 3 COVERAGE :;.'i' I — — I 1—� MIN. IIYPJ - T, OlLk� (2) #5 Rebar Cont. O I w, VERTICAL . ..�',�.. GRADEV4' 9 9'e CONT FIR —1 17 ----------------1------ ry t o 0(3) 3/4' RANCU — — �.'° :�T7 — ---`Ll I FJ,'e CONT. XT7777 F -mom • ` ill— h •: —IIT—T71 MR ITYPJ 7 jj��j��� tr-, -111r I q• 1 a=r O- —(2) #5 Rebar Cont. tt 3/4' RANCUT 4 LONG. oRIVEUJA 5AX&I �-1--3GOYERAGE MIN. ITYPJ O�iM I (3) 15 Rebar Cont, t Z — J —4-J I I 1 I I x= , r9ZZd, I I w� o o0. z I I zow o I wp , I I �om� I I LL I ■ I ww a Namur I I ry o02 4 3d01S I 1 I u3ooµ . - ■ I I � I . I ooh � I I v�m m gUaZg I I u"'Lj< I I xog �U3 0 1, ■ a I I I Z z c' cc . �mLL o I 1. 3 o o201." I I --._..----------- r----- — — ----- '3 oaa ■ 4 I mx_}a1 3'��C 4 4 L---------------- ='� ■ .._—_ .8-.S ■ I lO X300I _ . E -,E 1-1 — v m I o 5�9fI ■ I uoW� t -- I `—'dog ■ .§r-,� I m —! 1— x o, I I � I I :..8/T -I3 I I i "ZT 3d0 ■ �` II m L! To I l ____ _ ---------_.._ — --- -----------'---- — ---- -- — — — _ — ------------- ---- — n . .0-10L .0-.Z .0-,9 .0-,9 .8-1E .9-,E =S -,E ,8-,£ L._E .0-0 - „U-19 .0-,9 .b-,9 yL I "5 VERTICAL O SLAB � r / 2 15'D CONT. ° a OR GRADE •ID�ljt—�l ��� L;,,,—•.=, ---,, •� � —IllT—Tj� 8301 DESIGN CRITERIA AND ASCE 7• SO - �• „• y° r 3COVER.KiE ' 'S.WINDSPEED= 139 MPH ULTIMATEWINO SPEEDIVULT)AND lob MPH(VASD) 00 m f�ri g Z, RISK CATEGORY 2 � � Q� O N ^��� ..._J - '. .4. WIND EXPOSURE n CATEGORY C O r 5LAF3 o OTT�R-� GRADE ; " •�7 -j(��_ • ,•i . •. S. INTERNAL PRESSURE COEFFICIENT FOR,ENCL05EO BUILDING IS ,18 AND HEIGHT & �3 Ve CONT. I "5 VERTICAL O SLAB � r / 2 15'D CONT. ° a OR GRADE •ID�ljt—�l ��� L;,,,—•.=, ---,, •� � —IllT—Tj� 8301 DESIGN CRITERIA AND ASCE 7• SO - �• „• y° r 3COVER.KiE ' 'S.WINDSPEED= 139 MPH ULTIMATEWINO SPEEDIVULT)AND lob MPH(VASD) �1-� f�ri g Z, RISK CATEGORY 2 � 531 S. SIRIC Rood X134 $IVIG 1001 O—j TTi� (2) p5 Rebar Cont. O Altamonte Springi, FL 32714 - 15 VERTICAL - '. .4. WIND EXPOSURE n CATEGORY C N r 5LAF3 o OTT�R-� GRADE ; " •�7 -j(��_ • ,•i . •. S. INTERNAL PRESSURE COEFFICIENT FOR,ENCL05EO BUILDING IS ,18 AND HEIGHT & �3 Ve CONT. lll—LLl_U sy — � ° — 9GOVEt-•ACBE Ila MPJ EXPOSURE ADJUSTMENT COEFFICIENT 151.40 `R.,. �.•�� I I T A A (3) #5 Rebar Cont O 1 05 VERTICAL GRADE - �'� 4 -' .. T '5'e. CONT. m. n ° •. 3 COVERAGE :;.'i' I — — I 1—� MIN. IIYPJ - T, OlLk� (2) #5 Rebar Cont. O I w, VERTICAL . ..�',�.. GRADEV4' 9 9'e CONT FIR —1 4. #5 Rebar Cont. t o 0(3) 3/4' RANCU — — �.'° :�T7 — ---`Ll I FJ,'e CONT. XT7777 F -mom • ` ill— h •: —IIT—T71 MR ITYPJ 7 jj��j��� tr-, -111r I q• 1 a=r O- —(2) #5 Rebar Cont. tt 3/4' RANCUT 4 LONG. oRIVEUJA 5AX&I �-1--3GOYERAGE MIN. ITYPJ O�iM I (3) 15 Rebar Cont, t Z IF A DOWEL IS MISSED, APPLY W/ EPDXY (SIMPSON # ET) W/ G" EMBEDMENT. DRILL 3/4" O HOLES FOR #5 DOWELS. FOOTING HAVE BEEN DESIGNED FOR A SOILING BEARING PRESSURE OF 2000 PSF NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. i DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER O NOTE: THIS STRUCTURE ERAS BEEN DESIGNEDTO MEET EX .. .. R EXCEED THE WINO LOON / O - 8301 DESIGN CRITERIA AND ASCE 7• SO - 0 00 ' 'S.WINDSPEED= 139 MPH ULTIMATEWINO SPEEDIVULT)AND lob MPH(VASD) • f�ri g Z, RISK CATEGORY 2 � 531 S. SIRIC Rood X134 $IVIG 1001 • 0 . 1 s � Altamonte Springi, FL 32714 - - '. .4. WIND EXPOSURE n CATEGORY C N . •. S. INTERNAL PRESSURE COEFFICIENT FOR,ENCL05EO BUILDING IS ,18 AND HEIGHT & _ FaX(4U7)521-543={ EXPOSURE ADJUSTMENT COEFFICIENT 151.40 DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER NOTE: THIS STRUCTURE ERAS BEEN DESIGNEDTO MEET EX .. .. R EXCEED THE WINO LOON / - •. flEQUIflEMENi50F THE 2017 FLORIDABUILDING CODE RESIDENTIAL SIXTH EDITION SECTION - 8301 DESIGN CRITERIA AND ASCE 7• SO - T.S. Cheh01 ' 'S.WINDSPEED= 139 MPH ULTIMATEWINO SPEEDIVULT)AND lob MPH(VASD) Licensed Profes=ipnal Engineer Z, RISK CATEGORY 2 � 531 S. SIRIC Rood X134 $IVIG 1001 3. CONSTRUCTION TYPE -SINGLE FAMILY ESIDENCE(VI Altamonte Springi, FL 32714 - - '. .4. WIND EXPOSURE n CATEGORY C (407)521-5557 . •. S. INTERNAL PRESSURE COEFFICIENT FOR,ENCL05EO BUILDING IS ,18 AND HEIGHT & _ FaX(4U7)521-543={ EXPOSURE ADJUSTMENT COEFFICIENT 151.40 P.E.0040748 DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER NOTE; Conceptual drawin S, owner and contractor responsible for accuracy of drawings. 'STRONQ' ON SERVICE P,O. eox 11 -13—d-, Florida 3 3 5 09-0011 TAMPA DISTRICT ORLANDO DISTRICT SPRING HILL DISTRICT DISPATCH DISPATCH pISPATCN .. • ... 817.8e5.9916Iitl*6 gh 407.e77.1000Mslm Ddondo 2.790.2901 ' 727.021.6227 Pinellas 300.220.2112 Volaslo .. 083.42` 3070 Polk TVWW. iia ityprecasC.com -- .. • 4O7I•S CONCRETE PROOUCiS, INC. DISTRImloRs fop: COMMERCIAL CONCRETE PRODUCTS, IN0.f WEM1IWA CONCRETE PRODUCTS., ... FL 5092 QUALITY PRECAST CO. FL Isla . RI . _ _ .. .. .. Fl 1714 -RI DATE: 3.10.18 SCALE: 'AS NOTED SHEET NUMBER S 2 CK I 6 L -c Lr m @ 1 1 C J 1 / — — CJ1 _ CSD © 1 As The Number ut rues u1 6. All Exterior Walls To Be treated As Bearing Walls. 7. If A Lintel Strap Is Missed, Apply (1) 1ITSN416 wy (4) 1/4" x 2114" Tapeons For 1,175 Lbs Uplift And (2)HTSM16 for 2,350 Lbs Uplift 8. NISTA36 And IITS20 Mny Be laterclmnged. 9. All Ganged (Multiple) StuJ5 To Have SP4. Also SP4 May Be Used In Lieu Of SPI & SP2 10. Provide HIP hoof Deck Support Per APA Guidelines " HTT4, H'T'T5, NIGT w1518" Diameter A. B. vv/ G" Embedment ' All Strapping Hardware To PT Lumber To Be Galvanized DeSigq_n aenirements: 1. Live loads for flours, is 40 PSF DUILDER: (1 U co Lnt _C] _3 MODEL: w -. NOTE THIS STRUCTURE HAS BEEN DESIQNED TO MEET OR EXCEED IHE WIND LOAD OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL 5IKTH EDITIONSECTION e' / ��e Abaco '��CO C 7 'CJ3 [ .r,'�' T.S Chchal .' CJ5 �hvr, REP�S�ON: S.V/INU SPEED=139 MPH ULTIMATE WIND SPEED IVUL7l AND 108 MPH (Vp501 z.nlSKepTEGOnY2 2. RISK Licensed Profe.slgnal Engineer . 531 S. State Road J94 Suite IUQI 516 E St Sanford 5GALE: I�IT(� TYPE. SINGLE FAMILY RESIDENCE VI. : RESIDENCE(V) •. "4• .Altamonte Sp Ings, : L 32714 � ' CJ5 C 2. Live load for roof is 20 PSF . •• — _ (407)52125557 Fox(407)52! 5454, _ 9AlE: HANDY: 1: EXPOSURE ADJUSTMENT COEFFICIENT 151.40 P o04 a .E a74 3-29-18 Rick I ; I Sec 53 a)H�"CAI6 Ca). H�"Crd11 -- Tet • _ - - - T.S.Chehal, P.E.—ill beer', responsibility for error in Tzu../LVL design Or a nafa.tur.. The builder and the-tsuaa mmuta.torer aro io zeviev trues plana and verity all dimenaio.., apeea, pitch.., and quantities bafora • maauf.Otur. and .hall ret.r, any quoation. on or design t0 the engin... of ... old. Tea - - — Teoloading _— NOT.S: — Te5 1.) PEFEP. TO HID g1(PEGOMMENDATION5 FOP., Te6 -- HANDLING IN5TALLATION AND TEMPORARY DRAGING) REFER TO ENGINEERED DRAWINGS FOP PERMANENT 'DRAGING REQUIRED, Te.7 — 2.) ALL TRU55E5 (INGLUDING TPU55E5 UNDER VALLEY FP,AMING) MU5T DE COMPLETELY — DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DRAGIN6 P.EQUIP.EMENT5. -- 3.) ALL VALLEYS ARE TO DE CONVENTIONALLY. _— — — H6CTiA . FRAMED DY DUILDER. -- 4.) ALL TRU55E5 ARE DE516NED FOP. 2' o.c. 010 o o �� m Lr-) MAXIMUM 5PAGIN6, UNLE55 OTHEKWI5E NOTED. 5.) ALL.WALL5 SHOWN ON PLACEMENT PLAN ARE CON5IDERED TO DE LOAD DEARIN6, UNLE55 OTHEP.W15E NOTED. Te8 6.) 5Y42 TP.U55E5 MUST DE IN57ALLED ! WITH THE TOP DEING UP. 7.) ALL ROOF TRU55 HAN6EP,5 TO DE 5IMP50N -- HTU26 UNLE55 OTHERWI5E NOTED. ALL -- FLOOR TRU55 HAN6EP,5 TO DE 51MP50N T07 THA422UNLE55 OTHERWI5E NOTED, - _ I 8.)REAM/HEADER/LINTEL (HDR) TO DE — Te6 ! FURNISHED DY DUILDER. — SHOP RAWING APPROVAL —_ Tey — TH15 LAYOUT 15 THE 50LE 5OURGE FOR FADRIGATION OF — Teo TRU55E5 AND VOID5 ALL PREVIOU5 AP,CHITEGTURAL OR OTHER TRU55 LAYOUT5. REVIEW AND APPROVAL OF TH15 LAYOUT MUST Tea — DE RECEIVED DEFORE ANY TRU55E5 WILL DE DUILT. VERIFY ALL GONDITIOPIS TO IN5URE A605T CHANGES THAT WILL RE5ULT —_ IN EXTRA GHAP,6E5 TO YOU. Te9 Requested Delivery Date ; TIO - CD T11OP CJ5 �j y f CJ_ CJ3 / �J m Ln c`- Cl- Ln c� `.�_H U U w W — CJ Ln rn w y; CJ_ C J U �i .--, I • Approved by: Date: CJ — Builders FirstSource Orlando PHONE: 407-851-2100 FAX: 407-851-7111 — 1 Plan- city PHONE: 813-75G-5851 FAX 813-752-1532 ~ U % j�.c�11aE"c" E^� 14-7.0 .40-0-0 DUILDER: Cypress. Home Builders MODEL: -. NOTE THIS STRUCTURE HAS BEEN DESIQNED TO MEET OR EXCEED IHE WIND LOAD OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL 5IKTH EDITIONSECTION e' / ��e Abaco '��CO REQUIREMENTS f R301 DESIGN CRITERIA AND ASCE 7-10 '' .r,'�' T.S Chchal .' 4EGAL ADDBE55: REP�S�ON: S.V/INU SPEED=139 MPH ULTIMATE WIND SPEED IVUL7l AND 108 MPH (Vp501 z.nlSKepTEGOnY2 2. RISK Licensed Profe.slgnal Engineer . 531 S. State Road J94 Suite IUQI 516 E St Sanford 5GALE: I�IT(� TYPE. SINGLE FAMILY RESIDENCE VI. : RESIDENCE(V) •. "4• .Altamonte Sp Ings, : L 32714 14th I V I J • - WIND EXPOSURE = CATEGORY [ '. - • S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED 8UILOING15.18AND HEIGHT &'. •• — _ (407)52125557 Fox(407)52! 5454, _ 9AlE: HANDY: 1: EXPOSURE ADJUSTMENT COEFFICIENT 151.40 P o04 a .E a74 3-29-18 Rick I ; I Sec 53 LIMITING HEIGHT5: OF . 5TUD5 SIZE, -2 6KADE. MAX HT, 12x9 9FRUGE FIR 1.4 5179116E FIR y ' _ NONE ONE . - 0W 9 ' Gene ral ti 2X8 12'O,C. ITS' MAX SPAN No�eS THREE GGf'iP. 9HlNGLES OVER3at1•FL'LTBd •!� `i'G, ;L 17� Pa IG 58AW, HAU Ar 4G.a, on UM ILma AT 6'a.c. aN Em aL meTAnc NAn rwxlvAL xn rrNEnAne w4a tuber &TANDAI� 2x4 501,11THERN FINE 12' ON 1/16' GDX OR 03H Mfii.. - 172 3 $ MD 1 INBULAT ICN . . vA a T r AT 6WVOFT- PAGES MLO . CLA KJ8G Alm a 0.4 Tc lA rO aEHAO-As-oP POOP AT 6VPP0RT6D E0G3 Alm 6' O,G FiuTD FOn On16n APrw16 OP ntlOP All Lumber to be Southern Yellow Ping #2 with maximum cofjtent of moisture 19� , PRE-ENGft�ERED Ti x1' eNcllofz F+ter /6 . . 4,x6.erRUGE FIR• IG' _iv TWO x 2x1; ewwce FiR 1000 Exterior Lumber to be Pressure Wglod. Studs May Be Spru6e #2. or-. W%HUfZF21GANE �t EA T,�,US . 5EE T 27.8 50UTHERN FINE!- h' . THREE" 0' bLAYOUT 12' structures intended for FOR TYPE 4 MAM F. 2x8 SFRUGE FIR IG' THREE _ 18 -IOD Z:;6 SPRUCE FIR . ' THREE All wood in contact with the ground and that supports permanent IBC I2317.1.2er PROVIDE MILD. PAPER OR IG' VARIES '... ROOP NAILING PATTFRNI 514ANK NAILS ,0.T 6" O.C. SPACING (FEILDI 2x6 SOUTHERN FINE= '°° .. ._' +'� human occupancy -shall be approved preservative treated wood STEEL PLATE 6ETU.EEN Igg J 61.911. LSTA36 SEE ELEV. . ZONE I - USE ed RING . AND 4' O.G. AT SUPPORTED EDGES '' o.c. 6PAGING (SUPPORTED 1376 -Est 1640 • ' •" '' •" ' "' •• '' •• ' •I-• ' • ' , _ have been designed for `a .. Footings •�' ,7 MSTA36 COOLER ' . . NAILS OR CA 5h a T' OG. • XONE 2 -USE ad RING SHANY. NAIL6 AT 6° ' AND 61 O.c. AT FEJLD NAILS.. d,-0, •, p-5Gt 1• l _ CLE 111810 ,_General IT ilalfonNotes; soil bearing pressure of 2000 PSF. HETA16(1PL_Y) 10 -IOD X 1-1/2" PNEuHATic NAILS MAY ESE UeED IN LIEU oP Sd RING SHANK NAILED 4° O,G. AT EDGE6 AND 6" D.C. AT FEILD. - - I6" TEST IITE TF 6TED 1. All concrete slabs shat] }1av'e a compressive strength of not less than 2500 PSI ✓�A/. ., "S O;FF/'7• FILLED RGND BEAr-I WA'^5 f SENCO 2-I/4"X .191 AND PASeLODE 2-1/4"X .099 3 . 16'x 20 MONRETA16(2PLY) FIL-TTPHU526 lRL�II - - n 28 days .. 6-16D 8-16D 1550 2325FtOD C-GtIT UJ/75" SPLICE Mfhl. EXTpzIOR WALL NAIL PATTERN, (FEILD) USE ad NAILS T ° - .. Slabs shall be reinforced with fiber mesh on 6 mil. vapor barric[ over clean. _ 5I5*G Et•t;Ya t IaIJ 5000 _.._ .. : p C, L /N'T-E`L•- L4'/�i •{ 5 1. Pt.YWOOD, (EDGFJ usiz ad NAILS AT 4' O.C• PA GING (EXTERIOR WALL BtIEtA7HiNG) "'AAT` yP1efi : compacted termite treated rill, 2: Concteta footings shall have a compressive strength of not less than 2500 PSi 1-5/8"X8" A.B. 18-16D • • FDR! dALG"' Q 28 days. .' Reinforce footings with N 5 but, as indicated, All bars shall be deformed, and shall CEPIENT TEXNRED FIU FMIa Nf7. 1-518"X8"AB. 3215DSINI�RS 12-16D IR' GYP Bo ARD OVER; 9/4'}P.T.R1RftIhK�'�'Sn5u..lad-iO:n - - GTI QS KMBOA� MAILING PATTERN, . ' USE 5d NAILS AT I" D.C. 6PAGINC: aonl. � conform to ASTM designation.A.305, apd be clean and free from rust and scale.. fta= A,, be G Zp- XiG ABUdd ABU66 1-58"Xe"AJ3. 1-5/8"X8" A.B. �� p¢ r �nC�',rj Cc�i C-$ 2300 GROUTED SOLID STEM WALL ' . SLEEVE' SHALLDE Splices shall overlap al least 25', 1. For concrete block walls provide concrete filled cells with 1 - B 5 barverlicnllY WINDOLU OR FIXED.GLA99 UNO, All lath and lath attachments Shall be Of guaa6q PLCs°G ..n oc Lo 4n+ Plwr 1 ar<cEs continuous from fooling to tie beam at all cpmers and where otherwise noted as per ••5090 , AROUND PIPE = ' .2 SIZES LARGER.7HnN corrosion -resistant materials. Expanded metal or woven esc„ °" ehea t•hlnci 69;L OUt foundation plan: Y." door SSD 5SD. 415 455 1450 SLEEVE G)] SLEEVE SHALL BE. PIPE PASSING THROUGH , Q� 2 SIZES LARGER THAN PIPE PASSING THROUGH 9 LL wire lath shall be attached with 11/2 -inch -long (38 mm), 11 gage nails having a 7/16 -inch (11.1 mm) head, or 7/8 -inch- Roof 4, Extend Slab - at openings. 5, Extend slab l - %i' end recess '/+" for sliding glass door tracks. No wood grade stales allowed PRE CAST 9 LL, i .0. 450. y ,1LT S C��(!G oN(r % long (22.2 mm), 16 gage staples, spaced at no more than 6 Valleys. Valley linings shall be Installed m A35' 12-8D X 1-1/2" inches (152 mm).e' . �AIi Strapping Hardware To PT Lumber To Be Galvanized pP g cr113. - CO ec iv! SGI�@c�Ys`R 4" CGNG. BLAH W/ FIV1a OR 6x6 VIN OVER 6Mm VtS0. LIMITING HEIGHT5: OF . 5TUD5 SIZE, -2 6KADE. O.G.- • DLOGKIN6 gPAGIN6 r OF ROWS MAX HT, 12x9 9FRUGE FIR 1.4 5179116E FIR y ' 16' IG' NONE ONE l0' -d' 2x4 5FRUOE FIR. 14 TWO 2X8 12'O,C. ITS' MAX SPAN 2x4 hFRUGE FIR. 12 THREE 6-10D 2X4 pouTHERN FINE f6' THREE &TANDAI� 2x4 501,11THERN FINE 12' THREE 15'-O' jive CE! FIR IG' ry0N0 • 9'-O' 4,x6.erRUGE FIR• IG' _iv TWO 14-10D X 1-1/210 14 X 1-1/2"' 2x1; ewwce FiR 1000 THREE IG' -0' -17 27.8 50UTHERN FINE!- h' . THREE" 0' zxd 50tJTKFN FINE 12' THREE. 19' 8' 2x8 SFRUGE FIR IG' THREE _ 18 -IOD Z:;6 SPRUCE FIR . 12 .' THREE 2r -O' 2x6 50UTHERN FINE! IG' THREI- 22'-4' 2x6 SOUTHERN FINE= IV THREE . 2d'-0' •. Moae.1� accordance " � i=es'tner'S Pin mm) shall be provided at below the foundation plate line exterior stud walls 4 inches (102 upt1�-t<133) TLING 1DIST5 FLOOR JUISTS SPI 6-10D 4-10D 585 ` F04L GROUT LFT 2X8 12'O,C. ITS' MAX SPAN m' -m" FIN. FL. _ 5P2 6-10D 6-101) 890 eX8 24'11C. 13'2' MAX SPAN &TANDAI� 2X18 24'aC.. !4't' MAX SPM! 2X18 12'aC. 2490' MAX SPAN SP4 6-10D X 1-1/2" ImIfi+Oi(N� 735 1000 Cne,ator�onr FINISH Gill,, � N - III• '• Water -resistive barriers: Water -resistive barriers shall he Installed as required in Section R703.2 and, where applied MTS12 14-10D X 1-1/210 14 X 1-1/2"' overNDod-based sh6thing,'sha4 include awater-resistive vapor -permeable barrier with a least equivalent to two layers of Grade D paper. The individual layers shall, 1000 2X10 16, OZ 19'9' MAX SPAN •y{ovJN off !II _ I�I III p MTS20 LSTA12 : -IOD 10 -IOD, . ' resistive barrier is directly between. the layers. ; 805 HUNOO W a►°- � _ _ -'•� � , r<I . , LSTA24 _ 18 -IOD Tl d/650,4'R.Y Y�c-R MF-F7!P 1235 - III I i P 4.I- LSTA30 22-I0D 1640 --I LSTA36 26 -IOD 1640 - MSTA36 26 -IOD 2050 l _ CLE 111810 COMPACTED HETA16(1PL_Y) 10 -IOD X 1-1/2" 1805 It I6" TEST IITE TF 6TED 9-16D . 16'x 20 MONRETA16(2PLY) FIL-TTPHU526 lRL�II 14 16D 6-16D 8-16D 1550 2325FtOD POUTER W/t-'S¢ CGfIT. � 11- I I 1 HGUS26-2 FGTR 20-16D 2-1/21IX5i, TSN 18 -SDS 1/4"X3" 5000 _.._ HMTT16 1-5/8"X8" A.B. 18-16D 3480 5250 .. DETAIL DENOTES PIPE p�Il TiENDiFS PIPE., CgE T. , NE 5TOR Y e" BLOCK Wp�L c I16 1-518"X8"AB. 3215DSINI�RS 12-16D 2200 ; PASSING THROUI: PASSING;THRUU K POUTING I-IONOLITHIC FTG. ABUdd ABU66 1-58"Xe"AJ3. 1-5/8"X8" A.B. �� 12-16D 2300 GROUTED SOLID STEM WALL ' . SLEEVE' SHALLDE ••5090 , AROUND PIPE = ' .2 SIZES LARGER.7HnN H2.5/{ H3 5-8D 4-8D 4-8D •X SSD 5SD. 415 455 1450 SLEEVE G)] SLEEVE SHALL BE. PIPE PASSING THROUGH , Q� 2 SIZES LARGER THAN PIPE PASSING THROUGH .. - H3 1-1/2" 450. y ,1LT S C��(!G oN(r % Valleys. Valley linings shall be Installed m A35' 12-8D X 1-1/2" with manufacturer's installation instructions 1 MGT 1-518"XS" A•B. . 22 -IDD 396Zl :' _ .. '�" '. � ' before applying Shingles. valley linings of the followwg - SPH4,SPH6,SPH8 12-IODX 1-1/2" 1 1360 ;_� ..' ...' , 7/ Zd-SDSf k S32S �`i .r• . ``fir'` .`• gpessballbepermitted: ff pJ[k8 /` g DIA, A.B. HGT-3 2-5/8" DIA• A.B. 16 -IOD 10530 1 t. for open valley (v¢Iley ]icing exposed) lined with MHA 1-ATR3/4"X8"C_r1F ADD 3145 :�. ! J7HIGkENED. , meal, We valley lining shell be atleast24inches I MBITA(H=7114") 1 -ATR 3/4"X8'�T'�P •43 18-10D 1885 SEE FOUNDATION PLAN (610 mm) wide and of any of the conosfea-r�fs- lI H'TSM16. 4-1/4"X211,4" TTTEN 8-10D 1175 FOR RE AR QUANTITY •� SLAD UNDER tantmetals I G L KI:SIMC16. 16-3/16"X21/4"TTTEN 6-10D• 1125 ! 2.loropen valleys, valley lining oftwopliesofmin- UI7Hut411 MSTAM36 8-1/4"X2/14"TTTEN 13-10D 1870 k5 [EBAR WITHIN FOOTING`` �� CONCRETE FOOTER etalsunaceroDrooSng,complying wfdASTIviD MSTAM36 . 16-3(16"X2114"TTTEN 6-10D 1125 ".G%15:',HItl,(SPLICE OVERLAP (SEE FWNDATION PLAN 249;slrallhepemvtted The bottomlayershallbe DTC 4-8D - FOR SiZE) 18 inches (457 cam) Bad the fop layer aminimum 2-8D of 36 inches (914 mm) wide. 1SdR 4, p^ TYPIC TOOTING DETAIL 3, g� s) lvalley lining off on Ply offdsmoa Shia- -AL, roll t t1• �- LAPS X" ... vd NAILS 0.4^ D.e. : Typrooe and alt leas 36 finches (914 irigivith mm) YeHor ide or . INTERLOCK T /� d ty( FLh'fEzJ°GCRNElR6' - valleallb y as describedin Items lend2above .. • CGi"n��' l'antinult� d` 50 pILLSRBIOCk slyingwiermitted.Soecialtyundorlaymentcom- y� �a���In> ��G�men1 I PiyingwidtA5TMD1970maybeused inlieuof (p� m G1 nd the lining material. 2X4 W?OD STUD • ... . i©FP PLATE `:SPLICE DET,41L ' . ttiTArlpaw e� _ 1 7.r 4i'Q{rl'rt��.. ®E i AlL Weep screeds: • ��� ��ALTUef sc minimum stle wench (OS d, with aati galvanized sheet gage), corrosion flange of fstant c e s 4`p � screed or Iritic Treep screed, with a minimum vertical Attachment Stange of 3112 inches (89 yjp yq GA•J/N6 - CONVENTIONAL FRAMING SPANS MAX SPAN 24'O.C. Pin mm) shall be provided at below the foundation plate line exterior stud walls 4 inches (102 RAFTER SPANS TLING 1DIST5 FLOOR JUISTS r ii�l-:• , 1 CLEAt�tt`f rAQV ` F04L GROUT LFT 2X8 12'O,C. ITS' MAX SPAN Fr.UtAZINI, 2X18 12.O.C, VIV MAX SPAN YOOiW PI1L• le 2X6 16' U.C. le'll' MAX SPAN t40T iv"M eX8 24'11C. 13'2' MAX SPAN &TANDAI� 2X18 24'aC.. !4't' MAX SPM! 2X18 12'aC. 2490' MAX SPAN 2%8 12' OP. IWa- MAX .SPAN ImIfi+Oi(N� lUaIl. Cne,ator�onr 2%IO 24111c 18'1' MAX SPAN yjp yq GA•J/N6 - CONVENTIONAL FRAMING SPANS MAX SPAN 24'O.C. Pin mm) shall be provided at below the foundation plate line exterior stud walls 4 inches (102 RAFTER SPANS TLING 1DIST5 FLOOR JUISTS 2X6 12'D.C. 14'9' MAX SPAN 2X6 16'0.6 )3.9' MAX SPAN 2X4 IWIC, 93' 11MX SPAN - 2X4 16' MC 0'7' MAX SPAN 2X12 12-O.C. 23'4' MAX SPAN ' 2X12 14-U.C. 20'2' MAX SPAN 2%6 24'D,C, 11'9' MAX SPAN 2X4 24' O.C. 7.3• MAX SPAN 2X12 24• c. 16.6• MAX SPAN 2X8 12'O,C. ITS' MAX SPAN 2X6 12. OZ 1479' MAX SPAN 2X18 12.O.C, VIV MAX SPAN 2X8 I6'O.0 ITS' MAX SPAN 2X6 16' U.C. le'll' MAX SPAN 2X10 i6.Oc. 17'5' HAX SPAN eX8 24'11C. 13'2' MAX SPAN 2X6 24' D.C;0'6 MAX SPAN 2X18 24'aC.. !4't' MAX SPM! 2X18 12'aC. 2490' MAX SPAN 2%8 12' OP. IWa- MAX .SPAN 2X18 16'aG' 22'I' MAX SPAN 2X8 16' G.C. 16'7' MAX SPAN IS 2%IO 24111c 18'1' MAX SPAN 2Xa 24' G.O, 13.7' MAX SPAN Water -resistive barriers: Water -resistive barriers shall he Installed as required in Section R703.2 and, where applied axle 12•ar e6'0' MAX SPAN 2X10 12' D.C. 22'9' MAX SPAN overNDod-based sh6thing,'sha4 include awater-resistive vapor -permeable barrier with a least equivalent to two layers of Grade D paper. The individual layers shall, 2%12 16.O.C. 26'0' MAX SPAN 2X10 16, OZ 19'9' MAX SPAN •y{ovJN off a%la 24'n.C. 21'4' MAX SPAN 2X10 24' U.C. MY MAX SPAN E NUTE1 ALL SPMIS BASE ➢ GN tl2 SCNniEBN YELI.aV PINE aa51GY LOADS OF �o PS :S DEAD LO(A10S yjp yq GA•J/N6 - /N,fNLrr.I ,, i, ' . kJ/ �4 ?�( irgPC-0'a (g) 8'iT. G, ' Pin mm) shall be provided at below the foundation plate line exterior stud walls 4 inches (102 ' ?+3G 1.' --- TklZ EJ6r14,0 ST/•I $CTUTL-G� placed c accordance with ASTM C926. Theweep screed shall be placed a minimum of 9 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will ' YCLGC ✓ ,'dIL. OOQfi allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment rlauge. The exterior lath shall cover and terminate on the 'attachment flange of the weep screed. IS Water -resistive barriers: Water -resistive barriers shall he Installed as required in Section R703.2 and, where applied J/G6 overNDod-based sh6thing,'sha4 include awater-resistive vapor -permeable barrier with a least equivalent to two layers of Grade D paper. The individual layers shall, 5�t=-T• PW- -LCOF J 1, performance at be installed independently such as each layer provides separate continuous plane and any •y{ovJN off f flashing (installed In accordance with Section R703.8) intended to drain to the water. /�i ff % l X/_ �)• s^ resistive barrier is directly between. the layers. ; Ievd 377,11 //,, IL,C HUNOO W a►°- Exception: Where the Tvater-resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60 -minute Grade D paper and Is p9�YtY,ILL •.• • i..i K'/N�/N Q� ANG separated from stucco by nn intervening, substantially noulvater-absorbing layer -or., Tl d/650,4'R.Y Y�c-R MF-F7!P designed drainage space. 3`•'S VzK76 84K aoaursra ' _ FaUt�v 4ELLIF M1 ot,1 •' - .. ' ' YY �!Y // /I f n' 190E SEUL YA,ET Aesa,c;,rVAX LD¢ue la'+aBEua,Gv:1E UP V Wl, Eon lu+L LW N* 0:11.11 os�/L TO 1q- C' F7ETDIB - - --_ P, T. 2x6 Wish"bx8�a..f.S. I& Zif„ ) yeses zi@v,l' T ITU660 /N/IN r aLdGK W 1 I �DiaR iNisn r,:r. • •>nS. Yf,`i: aaR• �+ _ F�I.E'WcfWa' RIuR6h�^' „ d. 6 T' G �f' e.�t6 fOPEN CUT VALLEY DETAIL fir "All wood in contact with the ground and that supports perm . ane rl: structures intended for lxtio FnaSM NIR __ Ica human occupancy shall be approved preservative treated wood TBC 8317.1.2" ,;5' sT F,aFraz DAGKPD LATH 4 1/2' 2X8 RIMW2_ - 1135 2cTLi� 5i'�ie gyp .. ` rye I - },.7ylOOD 5}r-.M,IiINb W/2x4 :. 2Xb 1• APT ALLY.1I Oi-A' L 171-A51111,16,'* Ahie • Ai 4 9 2' C>.0. •uQ T c • sMT-PLAE41IN6 c' - - 8905.2,7 UNDERLAYMENT APPLICATION. For roof slopes from two units vertical in 12 units horizontal (17 -percent slope), u o sTaP 0/12 �4Z + l� g! -p � up to four units vertical in 12 units horizontal (33 -percent slope), underlayment shall be two layers applied in't(ie following manner. . 1-1 rsri ! �• �. Xy`� �i " t1 Apply a 19 inch (483 mm) strip of underlayment felt parallel to and starting at the eaves, fastened sufficiently to hold in place 11J'TPLIGAtt= W1G4:6T.7.z ! ��'AV�JA' \Jf1[ , i.. .. rause SINE Starting at the eave, apply 36 -inch -wide (914 mm) sheets of underlayment, overlapping successive sheets 191nches (483 mm), arid' 1 /�{ C%i0.!" t eel o +1G/ 1 f• e•/` fastened sufficiently to hold In place. Distortions In the underlayment shall not Interfere with the ability of the shingles o s . F r NOTE: THIS STRUCTURE HAS SEEN DESIGNED TO MEET OR EXCEEDTHE WIND LOAD roof slopes of four units vertical In 12 units horizontal (33 -percent slope) or greater, underlayment shall be one layer applied in the REQUIREMENTS OFTHE 2017 FLORIDABUILDING CODE RESIDENIIAL51XTH EDITION SECTION , 1----2X16 GG•LLAR TIE AT followin mdnner. Underla ment shall be applied shingle fashion; parallel to and starting from the eave and lapped 2Inches (51 8301 DESIGN CRITERIA AND ASCE 7,1D T.S. Chchal ' (�,� "�•�. r�SEIIr t ri-il�� --�'� ". �Xt�" (�'� g Y 1.WINO SPEED d 139 MPH ULTIMATE WIND SPEED(VuLT) AND 108 MPH(VASO) Licensed Professional Engine -,r _ ` �, r- mm), fastened sufficiently to hold in place.' Distortions In the underlayment shall not Interfere with the ahillty ofthe shingles to seal 2. RISK CATEGORY 2 531 S. state ran 1434 Suite 1001 ••�,,\ f�tµ)I.. �" .('^� -L„..�11� 3. CONSTRUCTION TYPE° SINGLEFAMILY RE.SIDENCEtV)Altnmontc Springs, 1:1.32714 �` End lap's shall be offset by 6 feet (1829 mm). _ 4. WIND EXPOSURE = CATEGORY c (407)521-5537 - }EL'�t 1{ry�.���� leu f ?•,1�• - S. INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED BUILDING 15 .IS AND HEIGHT °u Fa%(407)521.543-1 1 1 try. IaLPL5Hl(�'('C r,ilL�'_ ' • " • � ��" .�N -. \/ALOY � C. l�''��15 �D"p� - E%P05UREADIUSTMENT COEFFICIENT .. 1'.E.0040748 NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings, • <5 J W z ^ 9 a. J DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER S4.