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HomeMy WebLinkAbout504 E 14 St (A) 18-2638 Plans New SFHNOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER co '� av t DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER o aun rruun : 6" SUB FASCIA ,:. 12"ROOFOVERHANGS o ,• ' TEXTURfd dE(fbRATIVt . • STUCCO FINISH • • . ' . . • • • • • , . , • • . • . �� .....sir . . . • � , •rrri• .� • •+�••L.w• ;' • • , . ' . • . . . . • . . • , , ! . . • ' • • ♦TEXTURED DECORA 1 t T1VE �} �•'�'( �CCO FINISH .. r.f ••tom • • •/ • • Q • • • • • • , 3 ?EXTUR@D bECphATIVE . 3 Z - a .. . • STUCCO FINIS ft�p , • • • • • • x • • , • , •• •}'. •• , ' 1U • • • • • .. . . • � . , • • • • `gyp ' •, • , • . . • • • , , • • • ' • . . • , REAR LEFT SIDE ELEVATION .:r SCALE: 1/411 11_011 SCALE: 1/411 11-011 VENT CALCULATIONS. .. •21955 � �. � .' .- � '•- •• ..� �' .. „- •. _.. '. QUARE FEET OF ROOF AREA .2195/150 = 14.63 SQUARE FEET PROVIDE 15. SQUARE FEET OF ROOF VENT AREA* • - - _ NOTE: THIS $iRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEEDTHE WIND LOAD' REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION A301 DESIGN CRITERIA AND ASCE 7- i0Enginee ' •.Licensed Frofesstona) r 1. W SPEED a 139 MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASO) - IND SP • • - 531 S. State Road 434 Suite 1001 2. RISX CATEGORY 2. • Altamonte Springs; FL 32714 3. CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) (407)521-55x7 4. WIND EXPOSURE = CATEGORY C Fax(407)521.5434. S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT& P.E. 004074$ EXPOSURE ADJUSTMENT COEFFICIENT IS 140 ».. 00 • • . ' . . • • • • • , . , • • . • . �� .....sir . . . • � , •rrri• .� • •+�••L.w• ;' • • , . ' . • . . . . • . . • , , ! . . • ' • • ♦TEXTURED DECORA 1 t T1VE �} �•'�'( �CCO FINISH .. r.f ••tom • • •/ • • Q • • • • • • , 3 ?EXTUR@D bECphATIVE . 3 Z - a .. . • STUCCO FINIS ft�p , • • • • • • x • • , • , •• •}'. •• , ' 1U • • • • • .. . . • � . , • • • • `gyp ' •, • , • . . • • • , , • • • ' • . . • , REAR LEFT SIDE ELEVATION .:r SCALE: 1/411 11_011 SCALE: 1/411 11-011 VENT CALCULATIONS. .. •21955 � �. � .' .- � '•- •• ..� �' .. „- •. _.. '. QUARE FEET OF ROOF AREA .2195/150 = 14.63 SQUARE FEET PROVIDE 15. SQUARE FEET OF ROOF VENT AREA* • - - _ NOTE: THIS $iRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEEDTHE WIND LOAD' REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION A301 DESIGN CRITERIA AND ASCE 7- i0Enginee ' •.Licensed Frofesstona) r 1. W SPEED a 139 MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASO) - IND SP • • - 531 S. State Road 434 Suite 1001 2. RISX CATEGORY 2. • Altamonte Springs; FL 32714 3. CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) (407)521-55x7 4. WIND EXPOSURE = CATEGORY C Fax(407)521.5434. S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT& P.E. 004074$ EXPOSURE ADJUSTMENT COEFFICIENT IS 140 ».. YEXTURED•DECORA7IVE-., : ,;• t � STUCCO FINISH ! • • . ' . . • • • • • , . , • • . • . �� .....sir . . . • � , •rrri• .� • •+�••L.w• ;' • • , . ' . • . . . . • . . • , , ! . . • ' • • ♦TEXTURED DECORA 1 t T1VE �} �•'�'( �CCO FINISH .. r.f ••tom • • •/ • • Q • • • • • • , 3 ?EXTUR@D bECphATIVE . 3 Z - a .. . • STUCCO FINIS ft�p , • • • • • • x • • , • , •• •}'. •• , ' 1U • • • • • .. . . • � . , • • • • `gyp ' •, • , • . . • • • , , • • • ' • . . • , REAR LEFT SIDE ELEVATION .:r SCALE: 1/411 11_011 SCALE: 1/411 11-011 VENT CALCULATIONS. .. •21955 � �. � .' .- � '•- •• ..� �' .. „- •. _.. '. QUARE FEET OF ROOF AREA .2195/150 = 14.63 SQUARE FEET PROVIDE 15. SQUARE FEET OF ROOF VENT AREA* • - - _ NOTE: THIS $iRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEEDTHE WIND LOAD' REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION A301 DESIGN CRITERIA AND ASCE 7- i0Enginee ' •.Licensed Frofesstona) r 1. W SPEED a 139 MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASO) - IND SP • • - 531 S. State Road 434 Suite 1001 2. RISX CATEGORY 2. • Altamonte Springs; FL 32714 3. CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) (407)521-55x7 4. WIND EXPOSURE = CATEGORY C Fax(407)521.5434. S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT& P.E. 004074$ EXPOSURE ADJUSTMENT COEFFICIENT IS 140 ».. NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER NOTE; Conceptual drawings, owner and contractor responsible for accuracy of drawings. m DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER f - — — — — — — --- — cc - rl < L— — ------ 00 U-1 Uj 0 z wLL V) m DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER DATE: 3.10.18 SCALE: ' AS NOTED SHEET NUMBER N ; : t„ ZDw N IN3A , 1N3A >- z • LL. • w W N U in oQ O V) LL jN3A jN3A � �� N Lu FUL I tJ.. in cc NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD /"'7—�� . REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7.10 • T.S. Chchnl 1. WIND SPEED* 139 MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD) Licensed Professional Engineer 2. RISK CATEGORY Z 3 CONSTRUCTION TYPE s SINGLE FAMILY. (v) 531 S State Road 434 Suite 1001, • 4. WIND EXPOSURE Q CATEGORY C Altamonte Springs, FL 32714 S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT & (407)521-5557 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 FAX(407)521-5434 P.E. 0040748 DATE: 3.10.18 SCALE: ' AS NOTED SHEET NUMBER SLAB . ; , • . l ^:✓'e GVAI I . CN 3 COVERAGE 1 millL (Tyri p (2) 15 Rebar Cont. ry . 1 05 VERTICAL ` • GLAB tie'.. e k OR GRAD •' d _ 3 05'8 CONT. Q DATE: 3.10.18 SCALE: AS NOTED SHEET NUMBER NOTE: Conceptual drawings, owner and contractor responsible for accuracy of drawings. S ON .O 33509-0011 P,O. Box 1 Brandon, Florldd ' :. '. TAMPA DISTRICT ORLANDO DISTRICT RINGHILL DISTRIC • .. •. ;- .. ,. - .. 613.865.5815 oroa n 4oT,an:oro oABAdo r 7 1 52Bei90meDoDISPHase 727,821.6227 Pinellas 388.228 2112 Volusltr 7•-10 083.425.3070 Polk _. 3V14, w. gica z�recast. com LOFT'S CONCRETE PRODUCTS, INC, DISTRIBUTORS FOR. COMMERCIAL CONCRETE PRODUCTS, INC -1 WEKIWA CONCRETE PRODUCTS., FL BBvz QUALITY PRECAST CO. FL -1774 • RI Ft 1418 . R1 r . TABLE NO.4 GRAVITY 6 UPLOT SAFE LOADS 6PLFJ S' x Ib' CU'l6'051TE LSITELS t%AM NO, MEC WON CLEAR SPAN LMEL itt'[ ORAWY SAFE LOAD SOLID WIlM DETAL J M•1 7•-10 1,.b' P eu.l M4 9'•b' 2'•I' PreeeAl k,•ppp M-3 4'•0• 2'•0' Pr el 0.'1000 M•4 4'•b' 3'-0' PreuoL .3161 M•5 4••8' 3'•4' iRacasl 14 04M H•b 5'•4' 4'•O' Receu H-1 5••Im• 4'-b' Pre"At S05 M•e b'•4' S' -d' Praa4At 4175 M•5 b..b' S'•J' pramsl 934 M-10 b'•8• I5'•4' Precast 719 M•II 1'•6' 1b, -T Preeart H-tr 1'•D' b'•A' Prauet 1 b M43S'•0' b' -e' eeaft 5 I H -I4 V-4' 1'•0' eeaa 356 11.15 9••4' 6 11.6 b'•b' 5'-7' Precast 16)1 M-rl Ir.4• 10'•0' Proust 3 14" M•ID D'•0' i0'•b' Prev.l w 1 U 3 U4'•6' iOlAl LDibnl Vv excel LMEL 1rnE . l . 13'-4• p••m' FFeu.l 1144' H-71 la•.p• tr'•5' Preta.t 1066 mr. 14'.B• L3'•4' RaAUa.ed • pn.r _ 1234 M-23 ~ G,•4, t4'•0• Prcelre..ed 116,0 M-24 17'•4' M.•-0• haAVaeaed 907 M-15 H'-4'. IB' -O' Pre.trm.ed 844 M•76 70'-0' 15•-01' W11.d 0U Mal _ 7r-4' Jm'•0' P•e•Ue..ed I1t _ _ -FFF-- M-75 77400' 70'•8• FreLLre.ted 1n ria 74'•0' f 1;1-61 ea .ad 9756 Dm53 640 DATE: 3.10.18 SCALE: *AS NOTED 'SHEET NUMBER S2 u • Z DETAIL J DETAIL 'W' •6PLF7 TABLE 1-13 BO ' GRAVITY f 11PLR'T SAFE LOADS S' % Ib' RECESS DOOR HEADER 3 w M L T 1 - NAfa: W. iOlAl LDibnl [LEAK SP.W DOOR Sim, LMEL 1rnE R°�' LOAD EDL, ■ .. Uj • pn.r .. - - -I 3•' '•4' PETAL DE + C4 Wil Q 21-10, '.0' • • _ _ -FFF-- 3¢o / frrrl� -4 D.5 4'.A' 4•.8' 3'-4' Retell py ,t, 9756 Dm53 - - : Gia /� '. ,. V / �b� C 4'•A' '4 a'. • '• Reuel PYeuH 6731 y A 1,• 9'•B' B'•4' 710 LIT 1436 NJ M -y WLi w • •NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WINO LOAD 'REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION . • • ' R301 DESIGN CRITERIA AND ASCE 7-10 : tilA( • : .' 1 wIN05P EED =139 MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASO) Liceesed P7'�1fe'sslonnl F.n� ineer ,. •. S. 2. RISK CATEGORY 2 531 State Road 434.. Suke :001 ' 3, CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) Altamonte Springs, FL 32714 4. WINO EXPOSURE URE a CATEGORY C 407 52t-55$7 I, � . : • ,. '' S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .16 AND HEIGHT & ' . , FnX(407)521-$434 . EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 P.E. 00407618 DATE: 3.10.18 SCALE: *AS NOTED 'SHEET NUMBER S2 u T.B:Chahal, P.E. will bear'no responsibility for error in Truss/LVL design. or manufacture. The builder and the truss manufacturer are to review trues plane .and verify all .dimensians, , . loading or design to the engineer of record. NOTH;. 1.) REFER TO HID g1(RECOMMENDATION5 FOR HANDLING INSTALLATION AND TEMPORARY DRAGING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT Unless Noted Otherwise 1. Use HETA16 C.M.U. To Trusses Joists And Beams 2.) ALL TI;U55E5 (INCLUDING TRU55E5 UNDER VALLEY -FRAMING) MUST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DRACING REQUIREMENT5. 3.) ALL VALLEYS ARE TO DE GONVENTIONALLY. FRAMED DY DUILDER• 4.) ALL TRU55ES ARE DESIGNED FOR 2' oz. MAXIMUM 5PACIN6, UNLE55 OTHERW15E NOTED. 5.) ALL WALLS. 5HOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARING, UNLE55 OTHERWISE NOTED. 6.) 5Y42 TPU55E5 MU5T DE INSTALLED 2. Use LSTA30 Or HTS20 Frame To Joists And Beams 7.) ALL ROOF TRU55 HAN6LF5 TO DE 51MP50N HTU26 UNLE55 OTHERW[5E NOTED. ALL FLOOR TRU55 HANGERS TO DE SIMP50N THA422 UNLE55 OTHERW15E NOTED. 6.) DEAMIHEADER/LINTEL. (HDR) TO DE FURNISHED DY DUILDER. SHOP DRAWING APPROVAL TH15 LAYOUT 15 THE 50LE 5OURCE FOR FADRICATION OF TRU55E5 AND VOID5 ALL PREVIOUS ARCHITECTURAL OR OTHER TRU55 LAYOUT5. REVIEW AND APPROVAL OF THI5 LAYOUT MU5T DE RECEIVED DEFORE ANY TRU55E5 WILL DE DUILT. VERIFY ALL CONDITIONS TO IN5URE A6AIN5T CHANGES THAT WILL RESULT 3. Use MTS12 Frame To Trusses Pi Hanger And HGUS26-2 As 2 Ply Hanger Ply Han 4. Use HUS26 As 1 g .. . . • Orlando PHONE: 407-851-2100 PAX: 407-851-7111 Plant -city PHONE:813-759-5651 FAX: 013-752-1532 DUILDE:R: Cypress Home Builders 5. Under Girders & Beams, AppI y Minimum Same Number Of Studs Girder Or Beam. The Abaco LEGAL AVVFE55: REV 151011: 16 E 14th st Sanford 56ALE: NT5 9A1E: DRAWN DY: J01) 1: 3-29-18 Rick • As The Number Of Plies In , 6. All Exterior Walls To Be treated As Bearing Walls. ,� ,� s Missed Apply 1) IITSMI6 w/ (4)114 x 21/4 7. If A Lintel Strap I Pp Y ( � P Tapcons For 1,175 Lbs Uplift And (2)HTSMI6 for 2,350 Lbs Uplift U � U S. MSTA36 And HTS20 May Be Interchanged. 9. All Ganged (Multiple) Studs To Have SP4. Also SP4 May Be Used In Lieu Of SPI & SP2 11 A 10. Provide HIP Roof Deck Support Per APA Guidelines Cil— •� co in (.. in M — Cil--) * HTT4, HTT5, MGT w/ 518 Diameter A. B. w/ 611Embedment U U lel V U All Strapping Hardware To PT Lumber To Be Galvanized ® 1 CD 1 m 1 O 1 Desian R uirements: 1. Live loads for floors,id��iMis is 40 PSF CJ3 CJ3 yv,, • 2. Live load for roof is 20 PSF CJS �� CJS T02 ; T03 T04 T05 T06 y,a H>bCTCO co CXD C�j I T08 m co m , U-) T07 T05 T04 - T03 T09 ' T10 - m T1 1CXD ,�v CJ 7— CJS �l ,�� �y CJ_ In tT CJ m 1 ® CJ3 in -- — w U U -- C-11 M in � CJ / cv Uw � � wU v m . --, j f-��cH1a E�r�► E^� U 14-7-0 5-0-0 20-5-0 40-0-0 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION. f r r p ( / O R301 DESIGN CRITERIA AND ASCE 7-10 2. WIND SPEED 139 MPH ULTIMATE WIND SPEED (VOLT) AND 108 MPH (VASO) T.S. Chehat Licensed Professional Engineer 2. RISK CATEGORY 2 3. CONSTRUCTION TYPE ■ SINGLE FANCILY RESIDENCE M. 531 S State Road 434 S4ite 1001 -Altamonte Springs, FL 32714 4. WIND EXPOSURE - CATEGORY C S. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT &' (407)521-5557 Fax(407)521-5434 ' EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 P.E. 0040748 ...... . T.B:Chahal, P.E. will bear'no responsibility for error in Truss/LVL design. or manufacture. The builder and the truss manufacturer are to review trues plane .and verify all .dimensians, , fi?ensr Pitches. and quantities bb! r e manufacture and *hall refer. any questions on ' loading or design to the engineer of record. NOTH;. 1.) REFER TO HID g1(RECOMMENDATION5 FOR HANDLING INSTALLATION AND TEMPORARY DRAGING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT DRACING REQUIRED. 2.) ALL TI;U55E5 (INCLUDING TRU55E5 UNDER VALLEY -FRAMING) MUST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DRACING REQUIREMENT5. 3.) ALL VALLEYS ARE TO DE GONVENTIONALLY. FRAMED DY DUILDER• 4.) ALL TRU55ES ARE DESIGNED FOR 2' oz. MAXIMUM 5PACIN6, UNLE55 OTHERW15E NOTED. 5.) ALL WALLS. 5HOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARING, UNLE55 OTHERWISE NOTED. 6.) 5Y42 TPU55E5 MU5T DE INSTALLED WITH THE -TOP DEING UP. 7.) ALL ROOF TRU55 HAN6LF5 TO DE 51MP50N HTU26 UNLE55 OTHERW[5E NOTED. ALL FLOOR TRU55 HANGERS TO DE SIMP50N THA422 UNLE55 OTHERW15E NOTED. 6.) DEAMIHEADER/LINTEL. (HDR) TO DE FURNISHED DY DUILDER. SHOP DRAWING APPROVAL TH15 LAYOUT 15 THE 50LE 5OURCE FOR FADRICATION OF TRU55E5 AND VOID5 ALL PREVIOUS ARCHITECTURAL OR OTHER TRU55 LAYOUT5. REVIEW AND APPROVAL OF THI5 LAYOUT MU5T DE RECEIVED DEFORE ANY TRU55E5 WILL DE DUILT. VERIFY ALL CONDITIONS TO IN5URE A6AIN5T CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. Requeyted..Delivery Date Approve by: Date. . F i rstS o u rce Orlando PHONE: 407-851-2100 PAX: 407-851-7111 Plant -city PHONE:813-759-5651 FAX: 013-752-1532 DUILDE:R: Cypress Home Builders 000., The Abaco LEGAL AVVFE55: REV 151011: 16 E 14th st Sanford 56ALE: NT5 9A1E: DRAWN DY: J01) 1: 3-29-18 Rick Ol ol zoNa t '1 swunc ttaas Ala• a e: C.C�`iP. 5HIll 3 OYER34MLT /QS ?� t t Lum�rale,e ralb N ad FLING 9MK iIAO.a AT 4' o a. oA , . D '. -• . X�IA.1»ALBiI' Pfab9lAnc HAL r ELVAWN.I:eR PMmiAtte HAO. - , ... ON '1/160 CDX OR 03H MIK L R 3 8 MM. INSULATION • , AT 6N'PdRfEn 1ID6F$ AND AT EtEPPof�TD 1�dB'S Alio � �..� ., . SLOcMa AND a' O.C. r= 6' O.O. FWW Ill OnM AWAl1 ' • FOR 0HADIM ARM OF "OQP ti OP pcoP . , • } . - �-1=t`�]I1`;,EERarD 1 rcuw�".Z•�" All Lumber' to be Southern Yellow RWO 12 with maximum content of moisture 191 '•I' Ol. W/HURR1GAl•tE ANC 4OR NET' l6 • .• , .• • , • ' Exterior Lumber to be Pressure Trued. Studs May Be Spil 12. ON EA TFWM. SEE TRU." • �� a� � • • LAYOUT r-Of2 TYPE 4 M.R1M1F. • ' t supports permanent structures untended for , «� wood in contact with the ground and aha PP P - • ,treated wood FBC 8317.1.2" FIROVIDE 13UILD. PAPER one Poor- NAILING PLMEATTQ�N1 w • , , ' • ' ; ::: . an occupancy -shall. be a roved preservative Rac, pjNG SWANK HAILS •AT 6 O.C. SPACING (FEUD) roe 'humPP " O C. AT BUPPORTD EDG7~� ' .STEEL PLATE Bl~TUEEN VARIES SEE ELEV, , AND 4 n - G 8 ANK NAILS AT 6 O.C. SPACiNG (SUPF'oRTED F�GES) .' 1' OO S have been designed for a 7Rt1$3 I C) t!J ZONE 4 - U3E tad 121N. W g ' AND 6 O.C. AT FOLD . '. 4'-0' • ,. en ' Fo flan OILS : .0 GtiJB.r4• a '1" O.G. . ed IN(S SWANK NAILS, erat ensure of 2004 'SF. , sd COOLER NAILS OR PNMHATJC NAILS HAY I3e USED IN LIEU OF R - sail bearing pr "O.C.T FEILD. &AND b" O i I rte.• =� CE /e-wo io,r NAILED 4. O.C. AT EDGE " .' . 1 " 9 ' .'�.' 1. All concrete slabs shall have a compressive strength of not less than 2500 PSI ✓C-`it1, T E,� r S TICo 1-1/44 X .191 AND PAOELc)Dh T-1/4 X .09 1 •�• 3 NAIL AT't'>=RN, � Q 28 days. � - FILLED t3�tD BEAM W��» WERIOR WALL NA P ■NG USE ad NAILS AT 6 O.C.oBPA . CONT. W/z>;" SPLICE MW. . L pL-rWooD1 (FEFL01 - � Slabs shall be reinforced with fiber mesh on 6 mil. vapor barrier over clean � • " (ExTERrot. WALL SH A-tWiNe) " • p, c . iN i e 'G. �!./ 1 • S (MC-F?a USF; eel NAILS AT d o.C, 6PAGtN compacted termite treated fill. A"irFr. IxeFt Ervralles P 5'it-ScYP,-t tA�41 _ . _ :. s"h m ressive strep th of not less than 2500 PSI 2: Cortctete footings shall have a ca p g � .. • ' FOR OI�NIt�3 - Q 28 days. 1/2" G1'P BOARD OVER , • deformed, and shall CEMENT TExR1RED soARD t•IAFL1Nt� PATrSRRN• emte•u Reinforce footings with # 5 baro as Indicated. All bars shall be d fo , (s' �S tlM uom le FIN15H UALO. y " ASTM dest nahvn A3 5, a d be clean and Free from rust and sea 9/4• �P.T, R1-RF?ti�; • -� n5�...1�-1'•�� - , , USE 5d NAILS AT 1 O.C. GrAciN� conform to S • •• �il •bar � . _ per, �e�5 �' Cwt c.s, - vara al least 2s . 'fo GCOAP. • . Splices shall overlap p • 3. For concrete block walls provide concrete filled calls with 1 - 9 5 bar vertically WI1 11DOW ' All lath and )lath attachments shall be of sA1aDn>r a( dCK1TY.. J6• dt OR FI?cF=D.GLA33 UIi:O. LS.rTk FIRST a 5PACEs continuous from footing to tie beam at all corners and where otherwise noted as per, corrosions -resistant materials. Expanded metal or woven foundation plan. a• Oof Sheat iri LC�.�OUt ,-t n BiLL wire lath shall be attached with 1.1/2 -inch -long (38 mm), �'� �-----��. 4. Extend stab /V openings.atdoor . S. )Extend slab i - V and recess VV for sliding glass door tracks. gage nails having a 7116 -inch (11.1 mm) head, or 7/8 -inch' , No grade stakes allowed es spaced at no more than 6 � - • t�-car SILL, ... long (22.2 mm), 16 gage staples, P . inches (152 mm). All Strapping Hardware To PT Lumber To Be Galvanized •�-a 5 (1 dSA ��• •d CCNC BLAH W/ FISE -IE3H oI= 5T uP5 ' • LIIv11`r•lN6 HEIGHTS. . ,� O.G. 51ZE., �2 GKAPE Si'AGING DLOCKWG OF ROWy MAX HT. /!•I�uc� 1 Ih law : ' NONE 39fi5 2114 �pRUCI: PIR �� • la• ONE ta'-o• 2x'� 1 f gvoe PIR . iG' TWO accordance with manufacturer's installation instructions Zx4 -org or. lilt. - 12' THREE SPH4 SPHG SPH$ �y �j 2x4 1. al ry 16' THREW i3' -`l' W yOUThTRN FINE IV THREE 15'-0' ixs; SY.RIJCE F1R -.. '. 'IC �.x� SPRUCE PIR I�' TJt7IVE • T1va 9'-0• --.. UC>r 1R iV 1sI: 'SPK P THREE 2X10 Id'DC PE'1' HAX SPAN vG 50UTHC:f:N PWS• iG' 7HR>=E 17'-0' ZxG SOUTHERN PINE Iz' .' • THKE s-� 1x8 SPitUGf~ FIR Ice THR Ip•-0• ZzD SPt:UCe 1'IR . Ix' Ti-if;re ZC-O'' 1x8 rP0UTHERN FINE iG' 'THREE ZZ' -4' Zx6 SOUTHERN riNe IV THi ge , oft Gonr� has nc LIPliJR633) OR 6x6 W1.1M OVER eM Viola SPI 6-I0D 4-10D 585 - SP2 6-10D 6-10D 890 r ID' -m" FiR FL. �, S 4 6-19D X 1-112 735 , - / » � 1000 `` 1=M15N G • E •. �, , iVITSi2 14-I0D X 112 Cp a`i11D f II S20 14 -IOD X 1-1/Z" 1000. _ fly ~ ' T 10 -IOD $ I I LSA12 LSTA24 18 -IOD 1235 ? _ • , 22-10D 1640 I I I •4 • I I I LSTA30 L5TA36 26-10D 1640 MSTA36 26-10D 2050 • . , l I I6„ I I i LEAN COMPACTED3ETA16(1PLY) 10 -IOD X 1-1/2" 1805 It •HETA1i(2PLi0 916D 1810 37P. Ibyx 20 MONO. TERMITE TRE6TED _ � , SOSZG 14-16D 6-16D 1550 FOOTER W/I-"�¢ FiLL �I II $GUSxfi Z 20-16D 8-16D 2325 ROD CONT. N 18 -SDS ]/4"X3" 5000 ' FGTR 2_11211X511T1TE . 1-s/8"X8" A.B. 18-16D $480 •' H"r 2 ' DETAIL " WALL 5ECT. . X22 1-5/80X8"A.B. 32-1.:D SIl�ZEi2S 5250 . E l hiUTF-�• P1R - .'p TA1L 33�N17TES FIDE'. ONE STORY 8 HLOCiC ABU44 1-5/8"X8" AX. 1�2.16D 2200 ASS. RIiUG PASSING '�� H' F C1{ UTI MONOLITHIC FTG. ABU66 1-5/8"X8" A.B. 12-16D 2300 GROUTED SOLiD STEM WALL "14. r ' ' r SLEEVE: SHAL ' BE .S/ .�� • 5 AROUND -PIPE. = . 2 SIZES LARGER. TWAN H23A 5-8D MD 41S "SLEEyE SLEEVE SHALL BE. PIPE PASSING THROUGH . H3 4 -SD 48D 455 ° SIZES,LARGER THAN IITS20 24.10D'X 1-1/20 1450 PIPE PASSING THROUGH A35 " Oso 12-8D X 1-11x" .- s -`5 [ Z.� 11L »,ct j ' . , . Valleys. Valley linings shall be installed In • 1 , • CONVENTIONAL FRAMING SPANS MAX SPAN 24'O.C. MGT 1-S/8"XS" A.B. 2240D rLr1DR JOISTS 39fi5 .. ,,� _i;; .,., ; ���{' EX4 16' D.0 8171 MAX SPAN :; �� ; .;; accordance with manufacturer's installation instructions EX4 E4' D.C. 7131 MAX SPAN EX12 1'-4'D.C. 16'6'•HAX SPAN SPH4 SPHG SPH$ �y �j I2 -10D X 1.-1/x0 EXIO 12'O.C. 19'11' MAX SPAN EXB 16.00. 17'9' HAX SPAN 1360 •r .k PU- :;: tt: ; :: 4 `: ,.' "' :r , :.'; before applying shingles. VaUeylinuags of the following types be A11i� .00T♦ -.r 2X10 Id'DC PE'1' HAX SPAN •T/ AIA. A.B. EXto E4mm 18'1• MAX SPAN EXB E4' D.C. 13.7' MAX SPAN s-� -� .. shall permitted: EX19 16• D.C. 19'9' MAX SPAN HGx-3 2-5/8" DIA. A.B. 16 -IOD -ICTE, ALL SPANS BASED ON 12 SOUTHERN YELLOW PINE DESIGM LOADS 11 10 PSFftPAIU LUAOS 10530 , i.:,, , ,, • .For open valley (valley lining exposed) lined with .MBNA 1 -ATR 314"X8'C�p$� 18 -IOD 3145 �� I • �� •, THICKENED metal, the valley lining shall be at least 24 Inches I : MBHA.(H=7114') 1-ATR314"X8't-�r iP.,q•.43 18 -IOD 1885 SEE rDUNpXTlON PLAN 'FOR �• ,SLAB uidDt R (610 mm) wide and of any of the corrosion resis- t I LAVED HTSM16 • 4-114"X2I/,4" TITEN 8-10D 1175 REBAR .fli1ANTITY `: • �, , s , tont metals . i Uou�l WtTN �„I„ }v�R+F. HUC4LZTF 15-3/16"X2114" TITEN 6-10D • 1125 � ` ... i �. '' 2. For open valleys, valley lining of two plies of min-. . MSTAM36 8-114"X21140TITEN 13 -IOD 1870 k5 DEBAR VITHIN t'OOTING ���' 'CONCRETE FOQTER eralsurfac_roll roofing, complying with ASTMD I HUC612TF . 16-3/16"X2114" TYTEN 6-10D I12S W ,%V HIM; SPLICE OVERLAP (SEE* FOUNDATION PLAN 'FOR 2491 shall bd permitted. The bottom layer shall be ' 18 inches 457 tam) and the to layer a minimum ( -- -" . DTC 4-813 2 -SD SIZE) � p Y of 36 inches (914 mm) wide. , „ t 4M M N! TY P 1 CA L:TOOTING � U E T A I L. 3. For closed valleys (valley covered with shin - Gf-I-L : les Yale limn of one l of smooth rD D fil"L l.Af°s 12d 1i VA' 0.0. _ roofing complyingpwith ASTM 224 e U of S T`Yp ' NTMLOCK Tow , ' .. .. Type III and at least 36 inches (914 mm) wide or t ¢ K� i or, o� . Co F_h7�'�"GCRNi»R8' valley lining as described in Items 1'and 2 above shallbepermitted.Specialty underlaymentcom- corner I 1 Wall e1T orc�l•�• tiLLslx LOCiG plying with ASTM151970miybeused lnliauof aid the lining material. 4x4 WOOD STUD TOP PLATO ' SPL iCS DOTA I L sANV' - TC F' PLI�tT copms" DETAILcep - - r of OG'K P£4 r,77t�0.� 'f�,j,#f T ' ' ' Jl6l zo l itd&.r ;f M! screeds: A Dnlnimum 0.019 -inch (O.S mm) (No.26 galvanized sheat gaga), corrosion -resistant weep �.FNG'�AtTU�f•� J screed or plastic weep screed, with a minimum vertical attachment flange of 31/2 inches (89 lVoCl� Get I/iVIF "` �,'7; w% /4 X 3 r�P� oNs C e ��. C,•. mm) shall be provided at or below the foundation plate line on exterior stud Falls in SrA accordance with ASTM C 926, The weep screed shall be placed a minimum of 4 inches (102 Qie mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will • r�. DO , t4iv din he weather -resistant barrier c't ' f the bull T w b X :allow trapped avatar to drain to the exterior o g . d terminate e exterior laths hall cover an t 1 mf a on th e. he attachment flan T ",d•;:� .:... - ..shall lap the att � • , ;r"o attachment flange of the weep screed. ' e barriers: ter- ishy b Wa a rs ' Water -resistive barriers shall be installed as required In Section R703.2 and, Where applied �- bverwood-based sheathing,'shall include a water -resistive vapor -permeable barrierwith a .rc 5 oil rowR� CJEu. - performance at least equivalent to two layers of Grade D paper. The individual layers shall Tr. SVW p oto r-tWF, fW4. be installed independently such as each layer provides separate continuous plane and any ©�• • •�;11D' flashing (installed In accordance with Section R703.8) intended to drain to the water- s� 0. resistive barrier Is directly between the layers. �� o a s rota x//N co w Exception: Where the water -resistive barrier that is appIIed overwood-basad sheathing }(,/l2^'°S4 Y)Y,1LG • ''-" 1.001"" ••' ) ��'j 6UtC ANty- ' - .. has a water resistance equal to or greater than that of 60-minutt: Grade D paper and is T� �I,df0.4'RY �C- tNFR separated from stucco by an intervening, substantially nonwater-absorbfng layer or a age ce. 7- d signed drain spa :a.`' ' Padc� oN• GO,tlC..!/GG lalounmir -0E.4 O Is' WE IVAL V90 R .._ ]a' xmE uEue�iE A54it'i 161ut mcm LAP 11• IVUUUU G,1'OR TO ur a• 11f1, sum Rul J.1�A! $ 6 .t. dt. Z �,. �, uPast DID ----„ 1 ur10 nosP. - I MiTER .., r. ' • • •1�s Y£; r. wiz. � _ .. - �,ilaisr4 �tC. J , X16 ' TG �.. . OPEN cutVALLEY oErAll_JITS . and that supports permanent structures intended for ... .. 4 All woad w, contact with the ground a PP P �� • . • .- -Iw ET=O rimm Oywt . ' ,._ ,,,.. 5 ire:' lC°human occupancy shall be approved preservative treated wood TSC It317.1.2 ! a1• Fill swoop K t i 1`1 1+i 4 2X8 RIiX►�.•- 1 36 't�P . `• R1111WH6 (TYFJ . 2X6 RAFTERS' 6ALV. WEAL fLASHINb �• �' �. 1 Q. S. Aw. c.',1HT-C�-FTA�+11t16 J' -., Q . � • � � � •i) R905.2.7 UNDERLAYMENT APPLI[ATION. For roof slopes from two'units vertical in 12 units horizontal (17 -percent slope), ' ' • sTt>.coSTx' 0/ie.'S�x. �� +0 Ali 5a'h 33- a underlayment I I n �. �� • up to four units vertical in 12 units horizontal ( percent slope), layme t she I be two layers applied In the follows g manner. ; s t rsrz • ' ......�......----b-•'a lr` r �1 inch 483 mm strip of underlayment felt parallel to and starting at the eaves fastened sufficient) to hold In lace: t FD.F2FtIGAt•IE Gt7;•06�STd� """ � J,� •� O � Apply a 19 n ( ) p Y P g Y P • . TK1r75 EMir1 --� Starting at the eave, apply 36 -inch -wide (914 mm) sheets of underlayment, overlapping successive sheets 19 Inches (483 mm), and ��----+ t - •_ fastened sufficiently to hold in place. Distortions In the underlayment shall not interfere with the ability of the shingles to seal. For NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE ININO LOADce roof slopes of four units vertical in 12 units horizontal (33 -percent sloe or reater, underlayment shall be one layer lied in the RE UIREMENTS OFTNE 2017 FLORIDA BUILDING C 1 / ' l L2X& t r.'LLAR TIM.. AT P ( P P) g . Y Y PP Q ODERESDENTIALSIXTHEDITIONSECTION , following mdnner. Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches (51 R301 DESIGN CRITERIA AND ASCE 7.10 ' T.S. Chel;al a.y 0.0, NAIL W/l10L 11 Ox4I L 1. WIND SPEED =139 MPH ULTIMATE WIND SPEED (VOLT) AND IBB MPH (VASD1 Licensed Professional Engtneer " "�� mm), fastened sufficiently to hold in place. Distortions in the underlayment shall not interfere with the ability of the shingles to seal 2. RISK CATEGORY z 531 S. State Road 43.1 Sults 1001 NAILS MAP4 Ell • ,r•.rr � �� �� End laps shall be offset by 6 feet (1829 mm). 3. CONSTRUCTION TYPE =SINGLE FAMILY RESIDENCE (VI Altamonte Springs, FL32714 �►� f i+�,� 4. WIND EXPOSURE - CATEGORY C (407)521-5$57 err �t�R 3 '4*Jit�i�l:>� :�f �"� ( T" Y INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT & Fax(407)521-5434 i 1�. I`tL>' 51aI C~ saTL tee . I��l i .a� '1r�A i�� .._.,..�..•. M.`r51�. S. P.E.00ao7as .•� EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 i NOTE: Conceptual drowin 3, owner and contractor responsible for accuracy of drawings. CONVENTIONAL FRAMING SPANS MAX SPAN 24'O.C. RAFTER SPANS � rLr1DR JOISTS �rtwrsr�■ .. ,,� 3' .MAX SPAN 2x12 1B•ac E 4 HA MM EX4 16' D.0 8171 MAX SPAN 2X12 16'D.C. P0.2' HAX SPAN EX6 E41D:C. 1119' MAX SPAN EX4 E4' D.C. 7131 MAX SPAN EX12 1'-4'D.C. 16'6'•HAX SPAN 8X8 12•D.C. 19'6' MAX SPAN BX6 12' D.C. 14191 MAX SPAN EXIO 12'O.C. 19'11' MAX SPAN EXB 16.00. 17'9' HAX SPAN 11 •r .k PU- 2x8 E4'O.C. 13'E' MAX SPAN EX6 24 D.C.14'6' MAX SPAM P �" MAX SPAN 0 4•C1.C.1 1 ext E _ I A11i� .00T♦ -.r 2X10 Id'DC PE'1' HAX SPAN i X8 161 Q.C. 16'7' MAX SPAN EXto E4mm 18'1• MAX SPAN EXB E4' D.C. 13.7' MAX SPAN s-� -� .. �.FNG'�AtTU�f•� J screed or plastic weep screed, with a minimum vertical attachment flange of 31/2 inches (89 lVoCl� Get I/iVIF "` �,'7; w% /4 X 3 r�P� oNs C e ��. C,•. mm) shall be provided at or below the foundation plate line on exterior stud Falls in SrA accordance with ASTM C 926, The weep screed shall be placed a minimum of 4 inches (102 Qie mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will • r�. DO , t4iv din he weather -resistant barrier c't ' f the bull T w b X :allow trapped avatar to drain to the exterior o g . d terminate e exterior laths hall cover an t 1 mf a on th e. he attachment flan T ",d•;:� .:... - ..shall lap the att � • , ;r"o attachment flange of the weep screed. ' e barriers: ter- ishy b Wa a rs ' Water -resistive barriers shall be installed as required In Section R703.2 and, Where applied �- bverwood-based sheathing,'shall include a water -resistive vapor -permeable barrierwith a .rc 5 oil rowR� CJEu. - performance at least equivalent to two layers of Grade D paper. The individual layers shall Tr. SVW p oto r-tWF, fW4. be installed independently such as each layer provides separate continuous plane and any ©�• • •�;11D' flashing (installed In accordance with Section R703.8) intended to drain to the water- s� 0. resistive barrier Is directly between the layers. �� o a s rota x//N co w Exception: Where the water -resistive barrier that is appIIed overwood-basad sheathing }(,/l2^'°S4 Y)Y,1LG • ''-" 1.001"" ••' ) ��'j 6UtC ANty- ' - .. has a water resistance equal to or greater than that of 60-minutt: Grade D paper and is T� �I,df0.4'RY �C- tNFR separated from stucco by an intervening, substantially nonwater-absorbfng layer or a age ce. 7- d signed drain spa :a.`' ' Padc� oN• GO,tlC..!/GG lalounmir -0E.4 O Is' WE IVAL V90 R .._ ]a' xmE uEue�iE A54it'i 161ut mcm LAP 11• IVUUUU G,1'OR TO ur a• 11f1, sum Rul J.1�A! $ 6 .t. dt. Z �,. �, uPast DID ----„ 1 ur10 nosP. - I MiTER .., r. ' • • •1�s Y£; r. wiz. � _ .. - �,ilaisr4 �tC. J , X16 ' TG �.. . OPEN cutVALLEY oErAll_JITS . and that supports permanent structures intended for ... .. 4 All woad w, contact with the ground a PP P �� • . • .- -Iw ET=O rimm Oywt . ' ,._ ,,,.. 5 ire:' lC°human occupancy shall be approved preservative treated wood TSC It317.1.2 ! a1• Fill swoop K t i 1`1 1+i 4 2X8 RIiX►�.•- 1 36 't�P . `• R1111WH6 (TYFJ . 2X6 RAFTERS' 6ALV. WEAL fLASHINb �• �' �. 1 Q. S. Aw. c.',1HT-C�-FTA�+11t16 J' -., Q . � • � � � •i) R905.2.7 UNDERLAYMENT APPLI[ATION. For roof slopes from two'units vertical in 12 units horizontal (17 -percent slope), ' ' • sTt>.coSTx' 0/ie.'S�x. �� +0 Ali 5a'h 33- a underlayment I I n �. �� • up to four units vertical in 12 units horizontal ( percent slope), layme t she I be two layers applied In the follows g manner. ; s t rsrz • ' ......�......----b-•'a lr` r �1 inch 483 mm strip of underlayment felt parallel to and starting at the eaves fastened sufficient) to hold In lace: t FD.F2FtIGAt•IE Gt7;•06�STd� """ � J,� •� O � Apply a 19 n ( ) p Y P g Y P • . TK1r75 EMir1 --� Starting at the eave, apply 36 -inch -wide (914 mm) sheets of underlayment, overlapping successive sheets 19 Inches (483 mm), and ��----+ t - •_ fastened sufficiently to hold in place. Distortions In the underlayment shall not interfere with the ability of the shingles to seal. For NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE ININO LOADce roof slopes of four units vertical in 12 units horizontal (33 -percent sloe or reater, underlayment shall be one layer lied in the RE UIREMENTS OFTNE 2017 FLORIDA BUILDING C 1 / ' l L2X& t r.'LLAR TIM.. AT P ( P P) g . Y Y PP Q ODERESDENTIALSIXTHEDITIONSECTION , following mdnner. Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches (51 R301 DESIGN CRITERIA AND ASCE 7.10 ' T.S. Chel;al a.y 0.0, NAIL W/l10L 11 Ox4I L 1. WIND SPEED =139 MPH ULTIMATE WIND SPEED (VOLT) AND IBB MPH (VASD1 Licensed Professional Engtneer " "�� mm), fastened sufficiently to hold in place. Distortions in the underlayment shall not interfere with the ability of the shingles to seal 2. RISK CATEGORY z 531 S. State Road 43.1 Sults 1001 NAILS MAP4 Ell • ,r•.rr � �� �� End laps shall be offset by 6 feet (1829 mm). 3. CONSTRUCTION TYPE =SINGLE FAMILY RESIDENCE (VI Altamonte Springs, FL32714 �►� f i+�,� 4. WIND EXPOSURE - CATEGORY C (407)521-5$57 err �t�R 3 '4*Jit�i�l:>� :�f �"� ( T" Y INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT & Fax(407)521-5434 i 1�. I`tL>' 51aI C~ saTL tee . I��l i .a� '1r�A i�� .._.,..�..•. M.`r51�. S. P.E.00ao7as .•� EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 i NOTE: Conceptual drowin 3, owner and contractor responsible for accuracy of drawings. CONVENTIONAL FRAMING SPANS MAX SPAN 24'O.C. RAFTER SPANS CEILING JOISTS rLr1DR JOISTS EX6 le'D.C. 14'9' MAX SPA N SPAN' 9• w,x s PX4 lE• O.G � 3' .MAX SPAN 2x12 1B•ac E 4 HA EX6 16'D:C. 13'9' FAX SPAN EX4 16' D.0 8171 MAX SPAN 2X12 16'D.C. P0.2' HAX SPAN EX6 E41D:C. 1119' MAX SPAN EX4 E4' D.C. 7131 MAX SPAN EX12 1'-4'D.C. 16'6'•HAX SPAN 8X8 12•D.C. 19'6' MAX SPAN BX6 12' D.C. 14191 MAX SPAN EXIO 12'O.C. 19'11' MAX SPAN EXB 16.00. 17'9' HAX SPAN EX6 16' D.C. 12'11' MAX SPAN 2X10 16'O.C.'17'3' MAX SPAN 2x8 E4'O.C. 13'E' MAX SPAN EX6 24 D.C.14'6' MAX SPAM P �" MAX SPAN 0 4•C1.C.1 1 ext E 2X10 12'0.C. 24'70' MAX SPAN 2X8 121 D.C. 1912' MAX SPAN 2X10 Id'DC PE'1' HAX SPAN i X8 161 Q.C. 16'7' MAX SPAN EXto E4mm 18'1• MAX SPAN EXB E4' D.C. 13.7' MAX SPAN EX12 12M.C. 26'0• MAX SPAN 2Xto 12' O.C. 2219' MAX SPAN EX12 16 -D.C. 26'0' MAX SPAN EX19 16• D.C. 19'9' MAX SPAN EXIB E4,ac, e1'4' MAX SPAN EXtO 24' D.C. 16'1' MAX SPAN -ICTE, ALL SPANS BASED ON 12 SOUTHERN YELLOW PINE DESIGM LOADS 11 10 PSFftPAIU LUAOS �.FNG'�AtTU�f•� J screed or plastic weep screed, with a minimum vertical attachment flange of 31/2 inches (89 lVoCl� Get I/iVIF "` �,'7; w% /4 X 3 r�P� oNs C e ��. C,•. mm) shall be provided at or below the foundation plate line on exterior stud Falls in SrA accordance with ASTM C 926, The weep screed shall be placed a minimum of 4 inches (102 Qie mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will • r�. DO , t4iv din he weather -resistant barrier c't ' f the bull T w b X :allow trapped avatar to drain to the exterior o g . d terminate e exterior laths hall cover an t 1 mf a on th e. he attachment flan T ",d•;:� .:... - ..shall lap the att � • , ;r"o attachment flange of the weep screed. ' e barriers: ter- ishy b Wa a rs ' Water -resistive barriers shall be installed as required In Section R703.2 and, Where applied �- bverwood-based sheathing,'shall include a water -resistive vapor -permeable barrierwith a .rc 5 oil rowR� CJEu. - performance at least equivalent to two layers of Grade D paper. The individual layers shall Tr. SVW p oto r-tWF, fW4. be installed independently such as each layer provides separate continuous plane and any ©�• • •�;11D' flashing (installed In accordance with Section R703.8) intended to drain to the water- s� 0. resistive barrier Is directly between the layers. �� o a s rota x//N co w Exception: Where the water -resistive barrier that is appIIed overwood-basad sheathing }(,/l2^'°S4 Y)Y,1LG • ''-" 1.001"" ••' ) ��'j 6UtC ANty- ' - .. has a water resistance equal to or greater than that of 60-minutt: Grade D paper and is T� �I,df0.4'RY �C- tNFR separated from stucco by an intervening, substantially nonwater-absorbfng layer or a age ce. 7- d signed drain spa :a.`' ' Padc� oN• GO,tlC..!/GG lalounmir -0E.4 O Is' WE IVAL V90 R .._ ]a' xmE uEue�iE A54it'i 161ut mcm LAP 11• IVUUUU G,1'OR TO ur a• 11f1, sum Rul J.1�A! $ 6 .t. dt. Z �,. �, uPast DID ----„ 1 ur10 nosP. - I MiTER .., r. ' • • •1�s Y£; r. wiz. � _ .. - �,ilaisr4 �tC. J , X16 ' TG �.. . OPEN cutVALLEY oErAll_JITS . and that supports permanent structures intended for ... .. 4 All woad w, contact with the ground a PP P �� • . • .- -Iw ET=O rimm Oywt . ' ,._ ,,,.. 5 ire:' lC°human occupancy shall be approved preservative treated wood TSC It317.1.2 ! a1• Fill swoop K t i 1`1 1+i 4 2X8 RIiX►�.•- 1 36 't�P . `• R1111WH6 (TYFJ . 2X6 RAFTERS' 6ALV. WEAL fLASHINb �• �' �. 1 Q. S. Aw. c.',1HT-C�-FTA�+11t16 J' -., Q . � • � � � •i) R905.2.7 UNDERLAYMENT APPLI[ATION. For roof slopes from two'units vertical in 12 units horizontal (17 -percent slope), ' ' • sTt>.coSTx' 0/ie.'S�x. �� +0 Ali 5a'h 33- a underlayment I I n �. �� • up to four units vertical in 12 units horizontal ( percent slope), layme t she I be two layers applied In the follows g manner. ; s t rsrz • ' ......�......----b-•'a lr` r �1 inch 483 mm strip of underlayment felt parallel to and starting at the eaves fastened sufficient) to hold In lace: t FD.F2FtIGAt•IE Gt7;•06�STd� """ � J,� •� O � Apply a 19 n ( ) p Y P g Y P • . TK1r75 EMir1 --� Starting at the eave, apply 36 -inch -wide (914 mm) sheets of underlayment, overlapping successive sheets 19 Inches (483 mm), and ��----+ t - •_ fastened sufficiently to hold in place. Distortions In the underlayment shall not interfere with the ability of the shingles to seal. For NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE ININO LOADce roof slopes of four units vertical in 12 units horizontal (33 -percent sloe or reater, underlayment shall be one layer lied in the RE UIREMENTS OFTNE 2017 FLORIDA BUILDING C 1 / ' l L2X& t r.'LLAR TIM.. AT P ( P P) g . Y Y PP Q ODERESDENTIALSIXTHEDITIONSECTION , following mdnner. Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches (51 R301 DESIGN CRITERIA AND ASCE 7.10 ' T.S. Chel;al a.y 0.0, NAIL W/l10L 11 Ox4I L 1. WIND SPEED =139 MPH ULTIMATE WIND SPEED (VOLT) AND IBB MPH (VASD1 Licensed Professional Engtneer " "�� mm), fastened sufficiently to hold in place. Distortions in the underlayment shall not interfere with the ability of the shingles to seal 2. RISK CATEGORY z 531 S. State Road 43.1 Sults 1001 NAILS MAP4 Ell • ,r•.rr � �� �� End laps shall be offset by 6 feet (1829 mm). 3. CONSTRUCTION TYPE =SINGLE FAMILY RESIDENCE (VI Altamonte Springs, FL32714 �►� f i+�,� 4. WIND EXPOSURE - CATEGORY C (407)521-5$57 err �t�R 3 '4*Jit�i�l:>� :�f �"� ( T" Y INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT & Fax(407)521-5434 i 1�. I`tL>' 51aI C~ saTL tee . I��l i .a� '1r�A i�� .._.,..�..•. M.`r51�. S. P.E.00ao7as .•� EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 i NOTE: Conceptual drowin 3, owner and contractor responsible for accuracy of drawings. DATE:' 3.10.18 SCALE: AS NOTED SHEET NUMBER v1 W.. DATE:' 3.10.18 SCALE: AS NOTED SHEET NUMBER