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1433 Roosevelt Ave - BR10-000761 (NEW SFR) (A)UKU CITY �T 1 1�l 14 w ?° CITY OF SANFORD y Z010 B 0J ,• BUM1) ^, &FIRE PREVENTION FES ERMIT APPLICATION Application No: _ 0-=1-i�—� II'gocu e n Valuer Jab Address: I AU�- HistoricDistrict: Yes ❑ No 0/ Parcel ID: Zoning: Description of Work: Ern er'� NeLA) TQ„m', 5;n Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name i If Phone: Street: Resident of property? :CSCC, Ad City, State Zip:0� Contractor Information � u Name Phone: D LI S % Street: Fax: City, State Zip: _ C'e rl �p Y j � 7 2 State License No.: �, A Architect/Engineer Information , / Name: � V \ �2 � 6' Q 1t1 S Phone: `t D -)- 330— 0 moo' q 7 Street: fl C'Lt) City, St, Zip: ir f 1 0;? i 7 E-mail: Bonding Company: Address: Building Permit ❑ Square Footage: No. of Dwelling Units: _ Electrical ❑ New Service — No. of AMPS: Mortgage Lender. - Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical ❑ (Duct layout required for new systems) Plumbing 13 No. of Stories: New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: CONCRMTE 't"W"OUNDATION NOTES ,lam 1- ,I CONSTRUCTION -oil I II 20 I -oil Ik,'}E8'X8" BLOCK EXTERIOR WALLS FROM R M SLAB Hr, TO TOP LINTEL COURSE I: CONCRETE SHALL HAVE A MINIM `�.. VERTICALR UN COMPRESSIVE Rod PLACEMENT �; „ •5 REBAIRFROM FOUNDATION STRENGTH OF 2500 PSI AT 2S DAYS UNLESS I6 xa CHAIR MLOCK AT r--"' �, _ E NOT _ , ED rp uNr�- w/ as LAP MIN. TOP COURSE of STEMWALLFLOOR- _ _ - - _ - - _ - - - _,,. - _ _ ..... _ - OTHERWISE, FIN, ...._.--�-�,.:i _ .... ...., _ - _ ._. ._ _ _, ...: .... _ _ -- - .._. .._ - _ _ -- _ - FILL ALL CELLS WITH GROUT 4" CONC, SLAB W/ FIBERMESH I ■ ■ ( STEMWALL EXCEEDING 32" H . ) ® ® ■ 4R 6Xln W wM OVER 6M VISO. I I - _ _ _ _ _ _ __ _ - _ - _ _ ■ 2• ALL CONCRETE SLAMS ON GRADE SHALL BE THICKNESS AS INDICATED w/�xa" u-pLocK AT aa" o;c: . I I -1 D ATED DN THE DRAWINGS OVER MINIMUM h Y'S HORIZONTAL REBAR MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN STEMWALL EXCEEDING 48 Hr) _ CLEAN COMPACT I I �. 16IX $ I 1) conc. Footing 16 x8cone. Footfn� I I _ - ADDITIONAL VERTICAL LRODS _ TREATED SOIL III III -05 bars cont. w/ 2511 COMPACTED TERMITE TREATED FILL.SUCH SLABS I -»s REBAR AT 45" o.c. FROM 2.M5 bars cant, w/ 25IW/2 H EXTERIOR GRADE la min. (Typical one story) la min. (Typical one story)SHALL BE REINFORCED WITH oX� lO/10WWW STRIP FOOTER TO SLAB HT, ( STEMWALL EXCEEDING 32' HT.)LAPPED 80 AT EDGES AND ENDS OR FISERMESH. FINIS a°BELOW FIN. FL. MIN. __ u — — _ — — — — — _ wiII III- rQn 1 3. FILL UNDER CONCRETE SLABS SHALL BE CLEAN I6"X 9"D STRIP FOOTER I W/ 2.05 KEBABS CONT: - • . 4 >� ' Q I I SAND OR ROCKAND FREE OF DEBRIS IN OTHER. (ONE STORY) I f I DELETERIOUS MATERIAL, FILL SHALLBE CO ao"x to"c srRIP FoorER - 16" (©NE sroRr)� I r COMPACTED W/ 3-06 REk3AR8 CONT. 20° rrwo sroRr) -*5 VERTICAL Rola �- i I TO A DENSITY OF AT LEAST 'l OF STANDARD (rwo sraRr) -,- I I I W/ 2saapel CONC. I — T ■�'" IN GROUTED CELL I I I PROCTOR MINIMUM DRY DENSITY (ASTM D1551), W1 25" STEEL LAP MIN, I I (SEE FLOOR PLAN) ■ I I I I i I I 11 � i I 1 -4 I 4. FOOTING SHALL BEAR ON UNDISTURBED SOLID' I - - -- - - -. _ � �. _ _ �. _ _ - ' SOIL OR UPON SOIL COMPACTED TO A DENSITY STEMWALL ----- _ _ _SECTION I I OF AT LEAST 95�a STANDARD PROCTOR u „ 2 � '�.. _ - � . _ �: _ I I 16 x S -- ----.__._..-----.. __ a 11■ � STRIP FOOTERS STEMWALL I3"X5`XI D cone. Footing MINIMUM DRY DENSITY (ASTM D155'1,) FOR 6 CONCRETE BLocK wALLs � j R A I ,I- fl n -0 rl, n . w/2 5 bars cont, w/ 25 I ib x 8 1� cane, F 1 Footing rl,� x � I� cc�nc.< Fcotin i I DEPTH OF AT LEAST 3 BELOW THE BOTTOM OF I I � L IF �� THEF STEMWALL EXCEEDS 32 HEIGHT, - I - a - FOOTING. C•� T FILL A la I n NCx. ALL CELLS WITH GROUT p min. (Typical one star) w/2- 5 bars conn, w/ 25 .w./2-�5 b A - �, O i I y I �, ars cont, w/ 25 I I AND APPLY I 5 VERTICAL REBAR AT 48 O.C: MAX, 1 -' I I la mid, (T ical one story) I i p (Typical _ ry) I min, (T ical one stor ) 5. WHERE SHOWN, CORES OF BLOCK MASONRY 2. IF STEMWALL .EXCEEDS 48 HEIGHT, FILL ALL CELLS WITH GROUT � I yp y ., alp u � AND APPLY I 5 VERTICAL REBAR AT 48 O.C.MAX, I I SHALL BE FILLED WITH GROUT OR PEA GRAVEL I AND 1 05 HORIZONTAL '� CONCRETE WITH A MINIMUM COMPRSSIVE R AL REBAR AT 24 O.G. MAX. IN U -BLOCK'" I I I STRENGTH OF 2500 P31 AT 25 DAYS. I ® I St1 I 6, REINFORCE FOOTINGS W� I I m Q- I I■ 1 / 5 BARS, GRADE SFO I I u,i )- CONCRETE I I AS INDICATED,ALL BARS SHALL BE DEFORMED, I f I- 3 t I AND SHALL CONFORM TO ASTM DESIGNATION 20 x 1O° cO I I 0 01 II I ` 1� nc, Footing ng � 11 I I 11 I o ._. E A305, W/ SPLICES OVERLAPPING AT LEAST 25". .a� ,, ,_„jam I I w/3 5 bars cant, w/ 25. ,; u Thick, 2500 a l f i ►rt ` i la mina (T (Typical two p ° 0 n li1ALL iR F'L 4N p yp story) I i -- I. ALL CONTINUOUS VERTICAL AND HORIZONTAL I I Z conc. w/ vapor barrier, I Ir REINFORCING STEEL IN BEAMS AND COLUMNS —411 CoNC. SLAB I SHA �� .I II _ I I � � I I LL BE LAP SPLICED A MINIMUM OF36 BAR s xs x1r BLK uJi VAPOR BARRIER I I N 1 1 DIAMETERS2',I lU 0treated, I (T - ER OR WHICHEVER IS GREATER. W/ CHAIR ELIC I �� AT TOP COURSE ° a ° ° FIN. FLOOR ■ I i - _ 1 i I d7 8. CONTRACTOR- , SHALL YERI>=Y ALL DIMENSIONS FINISH C�i�,41� - I i !�C _ �' Elev. .� I AND FiXTU E = cfJ I j l l 0 Q RE .LOCATIONS ON 811'E BEFORE , I -• T CLEAN - I} POURING OF I I 1 j X - CONCRETE SLAB, b• I INTERIOR �E>4RINC� FOOT COMPACT. E� 1 0_ 11 I I- 1 n I � I � ..:VERTICAL TREAT ra SOIL iia x 12 can F©otin w/ 2-05 I (a 5. RCJU I � � I g I I z I II I, GLUT C DIMENSIONS SHALL T.41GE PRECEDENCE OVER � I R E1_ .ELL bars.' cont, w/ 2,� la min.(TY ) I ., DRAWINGS. G70 NOT SCALE DRAWINGS t0 0 ° - _ - ^ _ p _ ,o. ^. � ----_.._�:..�--.�__��._`_.�,�� i I >� , (SEEFLOOR�'' ,�N) • 40 . 4 -I I � I , 1.. DETERMINE ,ANY LOCATIONS. 1F ANY DISGREPENCIES � I ,� Q: I j P,V.C. CHASE TWO vIZEB LARGER I r ,j OCCUR, NOTIFY THE DESIGNER AT ONCET y _ _ _ _ FOR THAN H r - _. - .-... I_ I _ - - - .:. u THE PIPE BEING I ,.,q• T9 - CLARIFICATION, L _. _, -- — ---- _ _ __ l I Q _ N L — ► 10. PROVIDE 4" DIAMETER PVC SLEEVE UNDER I I I I OI~ Q' rL I I SLAB FOR USE AS HVAC .AND ELECTRICAL I I UTILITY CHASES AS NECESSARY AND SHOWN, CHA6E I - c�ETal� 1 I W 11, SLOPE ALL EXTERIOR AND GARAGE SLABS STRIP FOOTERr'/ STEMWALL FOUNDATION I I �,. 1� .WAY FROM BUILDING AT I/8 PER FOOT I � _ m _ I I MINIMUM. I I I. I I 1 U 12, FOR CONCRETE BLOCK WALLS, PROVIDE _ VERTiC,�L, R01� 00 CONCRETE FILLED CELLS U11TE-4 1•r�'S BAIT: , - lU.� _ I IN CzR<JUTEI. DELI. I ;Z �A VERTICALLY L Y L CONTINUOUSFROM lr1 FOOTING TO ., 20® THE TIE BEAM AT ALL CORNERS AND WHERE FLAN) (L OTHERWISE ERWISE NOTED AS PER FOUNDATION W/ F115ERMESN 2a RE3,4RS II U - PLAN, cA' 20". x ICS D cone,' Footin - - _ _ - _ I Y w/3-05 bars cont.. w/ 25" I ® I I I 13, a (,, I t1 4 II I.,_ _ — .-. - :.-: _ r GONCR1wTE COVER OF REINFORCING ,� ,� I ,� � 11 , la min. (Typical two story) p yp yI r I a'� �'o I I I STEEL SHALL BE AS FOLLOWS:. _ �--�--._.T . I I A. F ,I A D A D p A A r �. _.:. - _ _ _ ..-. — — _ — _ - (0,4 I I FOOTINGS: TN s• � � o BOTTOMS 11 OMS AND SIDES /+I *� �+/^� I I CLEAN CCDM q 4° d o p° 4 O, ° 4, v II 111 I I I II II 2 TOP'�IGT . d 8 I ® ■ dl1 ® I ' -1� � 8 D Conc.Footin B. _ SEAMS: - I M 1 i/2 11 E30TT0 T l _ _ M, SIDES AND RE>�T�L� SOIL I � - _ -4 - - - I , w/�-�5 bars cont, w/ 25"I I TOP I I t _ _ C, 11 - I = la vnin. (Typical ane story) _ � yp y - i , I �► a� I � _ _ _ I I _ COLUMNS: i••I/4 I _ _ I I b• r ---•- I D. SLABS ON GRADE: 21i Botro>�i, 1" ® - - - _ -. � �. _ __� _ T �� TOP I `� -�� I I I -4 L■ i L_ _-.-...- _-- _ -__ _- _-- -1 ._ I U II I r E. OTHERS PER ACI - i - 20., x, ]0 p cone. Footing ■ Ai INTEM Ii �tI--_ _ I- _ 3 _5 Isar ., r s 14. IC"rC"i�f � l�l/ � DETAIL RECESS ,SIT 1 J P;+,. `. it _ EXTEND SLAB 1-i/2 At DOOR OPENINGS, I i� x8"D c r •one. F 1 cot n Ie�p mtn. (T ic�l ,, .. i�g I - g ----'`� � ,� �p , ,. ,,, SWOUJ1� I MI u I 4 w/2 5 bars cont. w/ 25 II 15, EXTEND SLAB 1-1/2 AND RECESS 3/4"FOR _ cd 1 - I ., .� _ _ �. �. _ � b• la min, (Typical one star. W/ STEmmlD SLIDING GLASS DOOR TRACKS; p yp � - L■ i N.T.S. ® ® ■ ■ ■ -- -- _ __ ■ IF _ DOW �--....._ _ _ EL IS MISSED APPLY UJ/ SIMI~'SON *ET 2.4 1 11 I , _ �. _ _: _: � _ _ I EPDXY W/ 10 -O 2 -8 - _ I 8 - rl ICAO 24 40 �8 � EMBEDMENT MIN. IN 3/4 HOLE. .� allMA4'-011 ,r I II r, I it ® 5 8 I- SONRY. 2500 •}.ate+ �I/� S r FSI I � ®1 `�.w+ ♦ �"4�,.,. 24( � 2 5 •��,.r� �}e.�. %� }��w.r� ,wry ___., W/ FISERM 1 l ,I I - 21-d�, I. CONCRETE M,ASONAi�:Y UNITS SHALL BE ASTM ....�..-.. (v8 8 D i5, HOLLOIU LOAD BEARING CONCRETE M I ° e ASONARY UNITS, TYPE 1, GRADE N-1, NORMAL I a a a a a HEIGHT. �. _ Q. oA.- oA. �.. 12 LE�4N COM�',4C _ a° , �° , `OUNAmm- ATION T" L A N 2. MORTAR OF SHALL CONFORM TO ASTM C2"10 AND BE OF TYPE M OR S. TREATED SOIL ._ F u inn STEMWALL ON STRIP FOOTER .I i II 3. CONCRETE t-'IASON,4R'1' UNITS MAY BE i� 5G;4LE: 1/4 1-� SUBSTITUTED FOR BRICK OR STONE FINISH INT BELOW FINISH GRADE APPLICABLE, 1000% BEAR"ING 1=00'OTEOR4 N,T,�a. Off_---_ I. FOOTERS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2000 #ASF. a 2. IF DOWEL IS MISSED, APPLY W/ EPDXY 2S0C.�FSI CC7NC, 2500 FSI Cc�i�lC. ISIMPS�ON "ETA wig" EMI+3E'DMI=Nr. 1�Rll�i- 3/4" � DIAMETER HOLES F u REIBARS W/ �I i -I ~� 1 REB -, FOR 5 DOWELS W/ Fl���h'i�al'-� � ■ PERMIT 7V FIN. —. FLORIDA B'�JIIL,D1NQi Cf1C�E rr II n e Q ° Q 4 e - ^c �- 4 ° 4' e 4 — I K��,Q`'L1 D 4 lf-ll�O V ND E a n' � A1C ��(��G3CC�D - 4, D A q D A 12 NOTE: T CLEAN G01"'M',AC � �, 4 0 0 o CLEAN o �, a � a a o d a' it THIS STRUCTURE HAS HEHN DESIGNED `^- a � TO MEET OR EXCEED THE WIND LOAD TRE SOIL T - - - - C�Mfi►4CT _ 6'�- REQUIREMENTS OF THE 2007 FLORIDA T.J. Chhal BUILDING CODE RESIDENTIAL EDITION L i c ent 1. II `1 5ECTTONR3011DESIONCRI I. T 2009 1�roFc�88i®fl l Engineer 2Ca RE>41T�1� SOIL _ 9„ ; ���. �.� x ,. -- UPPLEMENTS AND ASCE 7-05, I• -- I. 531 Ea ,;uth SR 434 11 1. BASIC )Myb SREEII 120 MPH Q 4 -; 2. 'WIND IMPORTANCE FACTOR =1.0 Altamonte tamo nt e J r f n s, FL 32-11 � 1 C i ---i p I �CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (��«� I I F:0ut1=X 3. WIND EXPOSURE CATEGORY C ) E721-5551 AfR THIC N 4: INTERNAL PRESSURE COEFFICIENT Fax (401) 521-5434--,+— N.T.J. ENCLOSED BUILDING IS,l8 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 PE 0040`148 N.TaC 41 z w O `li --4 Z @! U INTERIOR BEARING WALL f.4/(SEE dR 02 S,Y.P. HEADER SIZE MAXIMUM HEADER STUD(S) FULL LENGTH STRAP(S) AT SPAN a EACH END STUDS m EACH EACH ;END OF END HEADER HEADER CkART) 5,41 1 1 1 LSTA 2X4 SPF 02 IGS" O.C. W/ (2) 2"X1011 a,-211 2 2 2 M (2) 2"XI2" OPENING 10'-011 8P4 OR SPI / SP2 AT TOP 16" TWO 12'-0" 2x4 SPRUCE / FIR 12" 4 50TTOM AT 32" O,C, W( 14'-0" 2x4 SOUTHERN PINE 16" HEADER STU 13'-4" I/2" X 8" WEDGE ANCHORS 12" THREE I5' -O" 2x6 SPRUCE /FIR 16" AT 48" O.C. W/ 2" WASHER 9'-O" 2x6 SPRUCE /FIR 12" FULL. STUD I 24.1 PSF FL8411 - R1 SP4$F' GARAGE DOOR )O'-O"X i' -O" h A 2x4 P OR CLOPAY WINDCODE W3 OR A 23,2 PSFj.7 PLATE SP1 RSP4 71' DOOR-THERMA-TRU 2'-811 X 644" PRECAST LINTEL T S LIMITING HEIGHT OF STUDS A R IN LOAD �3E R G WALLS HEADER/STUD/STRAP CHART R 02 S,Y.P. HEADER SIZE MAXIMUM HEADER STUD(S) FULL LENGTH STRAP(S) AT SPAN a EACH END STUDS m EACH EACH ;END OF END HEADER (2) 2"X6" 5,41 1 1 1 (2) 2"X8" 6'-011 I 1. 1 (2) 2"X1011 a,-211 2 2 2 M (2) 2"XI2" 9'-811 2 2 2 10'-011 2x4 SPRUCE / FIR 16" TWO T S LIMITING HEIGHT OF STUDS SIZE 02 G A R DE O:C. SPACING BLOCKING MOF ROWS MAX HEIGHT 2x4 SPRUCE / FIR I6" NONE 8' -Oil 2x4 SPRUCE / FIR I&I ONE 10'-011 2x4 SPRUCE / FIR 16" TWO 12'-0" 2x4 SPRUCE / FIR 12" THREE 14'-0" 2x4 SOUTHERN PINE 16" THREE 13'-4" 2x4 SOUTHERN PINE 12" THREE I5' -O" 2x6 SPRUCE /FIR 16" NONE . 9'-O" 2x6 SPRUCE /FIR 12" THREE 161.01 ----- tx - eh`d ,y LAUNDRY PANTWei 1 STORAGE G EI 11 I I/2 HER UNDERSHELVESTb C C S CLOSET STAIRS INTERIOR l9 A INrz WALL .2X6WALLTTI- 0 VANITY E iNt RIOR EA I G WA h , r, c.,` u. E R N LL u -.1 IpR T . INC WALL N I`R EEA R _ A, 1` Door .b®tws n ara sand Ilvl g ore a of OWH Mouse to be minimum 20 minute eoild more door, l0 calling betwee r go an g '. ROD 1r area or h ave 1/2" f fnlshed drywall minimum, C. Cellln between ara ee and Ilvfn above to c N NO E :� � � � have R-19 InsulationImu min m, :Aia IJ ANY ALLOWABLE HEADERS TWAT EXCEED TWE MAXIMUM SPAN SHALL f:1E NOTED 'ON ROOF PLAN. DINING � _ �o�rR2T NAIL HEADER STUD TO FULL STUD W/ 12d .NAILS. 12" O,C, STAGGERED TWO LOWS utKNEE�qROCa1"�I�18-8 CEIL. G HT.SPACE M VT i. 13 -0 X 141-411"� A 0 H u TWO CAR _C14 DESIGN REQUIREMENTS: w X N ^ '„- a I- n 2-O � - 1) Live loads for floors, decks 4 stairs i 40 SF, � 2� o x a� �ligll C� cv,_dllx1,dll Wi SHELVES _ u HIS 2) Live loads for balconies is 60 PSF .� � o � (a) la �IDELITE� CLOSET 3) Live loads for re�c�f is 2C� PSF, � � -�4)4)4) _ JETTED a f fl -oil ° f21-411 o b SHELF �v F coV9REr� ENTRY PORCH c1�-1 " --1117 7 177 0 EXTERIOR OPENING DETAILS TYPE SIZE HEADER WiN» FLA, f RODUCT Sq,Ft, TOTAL LIVING AREA 8852 Sq,Ft. � PREsURE APPF' 0 AL Sq,Ft, DOOR-THERMA-TRU / 12" SIDELIT>r8 PRECAST LINTEL - s2.4 PSF I-52� 2 - 1 ! Sq.Ft. PREMIUM SERIES " n X08 X 84 D-8 DETAIL "D5"6 24.1 PSF ° WINDOW -FLA. EXTRUDERS IH35 SH PRECAST LINTEL -32.4 PSF MILESTONE SER. 1000 2111X 63'1 L-10 DETAIL 11C" 24.1 PSF FL8411 - R1 r1 1 l`1'�`J GARAGE DOOR )O'-O"X i' -O" PRECAST LINTEL nD" -29.3 PSF �L�SiS .-''1�2 CLOPAY WINDCODE W3 120"X 64" L-12 DETAIL 23,2 PSFj.7 71' DOOR-THERMA-TRU 2'-811 X 644" PRECAST LINTEL -20,9 PSF (4) PREMIUM SERIES 3111X 8211 D-4 DETAIL "D5 " FL5262 - RI WINDOW -FLA. EXTRUDERS 23 SH PRECAST LINTEL "C" -34,1 PSF FL0411 - RI MILESTONE SER. 1000 'Ba"X 381' L-4 DETAIL 25.9PSF WINDOW -FLA. EXTRUDERS 26 SH PRECAST LINTEL 1'C" -28.1 PSF FL8411 - Ri MILESTONE SER. 1000 3811X 121, L-4 DETAIL 25.9 PSF f DOOR-THERMA-TRU PREMIUM SERIES D5L 3'-0" X 8'-0" -7811X 9911 PRECAST LINTEL D-9 "D15" 32.4 PSF 241 PSF FL5262 - R1 DETAIL it WINDOW -FLA. EXTRUDERS 36 SH 541X 12" PRECAST LINTEL ICI -26.9 PSF FL8411 - RIMIlESTONE SEF, IOOD L-6 DETAIL 24.1 PSF DOOR-THERMA-TRU 21-611 X' 81-011 PRECAST LINTEL -32.4 PSF PREMIUM SERIES 3511X 9911 D-3 DETAIL 11DBj1 24.1 PSF FL5262 - RI WINDOW -FLA, EXTRUDERS IH36 SH PRECAST LINTEL -34.1 PSF i6e�' MILESTONE SER. 1000 21"X 12" L-4 DETAIL C 25.9 PSF FL8411 - R1 1 WINDOW -FLA. EXTRUDERS MILESTONE SER. 1000 6020 FIXED PRECAST LINTEL "C" -26•13 PSF 9-8161 - R2 1311X 2511 L-8 DETAIL 24.1 PSF WiNDOW-FLA. EXTRUDERS MILESTONE SER, 1000 IH33 SH " 11 PRECAST LINTEL " '.II -28,1 PSF 25.9 PSF FL$411. ". Ri 21 X 38 L-2 DETAIL C 1 WY -LITE ACRYLIC BLOCK G0404 FIXED " " 40 X 40 PRECAST LINTEL " II L-4 DETAIL C -34.1 PSF 25.9 PSF NOTE: X411 window and door measurements are approximate and shoo) k7e VP_rifled b tlne sou l i�rl�©ntr�ct�r cue to the reds; R D AR"'EA TA105WLAT. I LOWER LIVING 2421 Sq,Ft. UPPER LIVING 1111 Sq,Ft, TOTAL LIVING AREA 8852 Sq,Ft. � GARAGE 635 Sq,Ft, COVERED ENTRY PORCH 113 Sq,Ft. REAR COVERED PORCH 2134 Sq.Ft. TOTAL UNDER i oor- 4634 Sq,Ft. q0 r• 1 �s I FLORIDA BUILDINQ' CODE NOTE. THIS STRUCTURE HAS BEEN DESIGNED � TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2007 FLORIDA BuILDING CODE RESIDENTIAL EDITION Prafessiar�l En �tneer SECTION R301 DESIGN CRITERIAWITH 2009 SUPPLEMENTS AND ASCE 7-05:J" 31 South SR 434 1. BASIC WIND SPEED =' 120 MPH = �4ltamanteTin s, FL 32114 2. WIND IMPORTANCE FACTOR 1 °0 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (401) 521-5551 3. WIND EXPOSURE = CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR FaX (401) 521-5434 _...,,_ ENCLOSED BUILDING IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 PE 0040148 ?/� � EXTERIOR OPENING DE TYPE :SIZE HEADER WIND FLA. PRODUCT CONNECTION ACHIEVED � TRUSS TO WALL/TRUS15 UPLIFT 1000 Lee � FASTENERS (14) 10d X I-1/2" FL APP. FL1045(o PRESURE APPROVAL 1 T WINDOW -FLA, EXTRUDERS 95 SH Flu 54"X 63" (2) 2x12 SYF` 02 (SEE HEADER CHART) -28.1 fi'3F 251e PSI= Fl-8�FI1 - RI MILESTONE SER. 1000 SIi" 11 ='SON NETAI(o TRUSS TO FRAME WALL 18107 L55 (`J) 10d X 1-1/2" FL11413 WINDOW -FLA. EXTRUDERS 25 SH FIN (2) 2X12 SYP 02 -34,7 PSF A MILESTONE SER. 1000 38"X 63 (SEE HEADER CHART) 25.9 PSF FL8411 - RI BA3.56/16 -FLA. EXTRUDERS 5450 FIXED FIN (2) 2X12 SYP e2 -32,4 PSF leaWINDOW MILESTONE SER. 1000 (c4"X 63" (SEE HEADER CHART) 24.1 PSF FL9242 - RI L01 WINDOW-FLA, EXTRUDERS MILESTONE SER. 1000 20 FIXED FIN (2) 2x12 SYP 02 25"X 25" ROUND (SEE HEADER CHART) .2g.1 P8F FL9242 - RI 25.9 F'Q�F --Cu"NNECT a PRODUCT GODS SIl'' PSON MT812 CONNECTION ACHIEVED � TRUSS TO WALL/TRUS15 UPLIFT 1000 Lee � FASTENERS (14) 10d X I-1/2" FL APP. FL1045(o SI1" PSON H2N5A TRUSS TO FRAME WALL � roOO L56 (10) ad FL1045(o SIi" 11 ='SON NETAI(o TRUSS TO FRAME WALL 18107 L55 (`J) 10d X 1-1/2" FL11413 SI1' PSON (2)WTT5 GIRDER TO EBLOCK WALL. 10150 L eS (52) Irod FL1149& ® SIMPSON BA3.56/16 JOIST TO JOIST 1110 LES (10) 1&d / (8) 10d PL1116ro 5'-4" LOWER `Li-. -_.--. _ ' / Y , , . , _ , , _ . , . , . , � , , , I I 1 ,, I 1 1I I I 3 I , ' in I WALL HT. (TYP) NON-STRUCTURAL__ __./ \PRECAST HEADER OVER WALL WT. (TYP) / - _ _ _ _ 11 _I I VENTED ALUM, SOFFIT DPENG (SEE FLOOR PLAN) (SEE FLOOR PLAN) w -• ` , 17 / ' 1 I I ` I.. ` I \ I I , I- I \ I I ♦ I . I. 1 1 ♦ I - / _ _ / _ / _. / _ - - ✓ _ /' ., / I F.F. Y • F, F, PRE -CAST CONC, SILL - - - - - ` _ _ • _ _ _ _ _ _ _ - - - - - , DECORATIVE CEMENTITIOUS FINISH OVER BX8X16 CONIC. 5LK. ~� INTERIOR SILL VERTICAL ROD PLACEMENT *5 REBAR FROM FOUNDATION I T W/ 25" A I Ill GYP, BDARD OVER D LINTEL LAP 3/4" 'P.T. rURRINCs W/ f;REAK ELE 16"Xb" CHAIR 5LOCK ATR; 4.2IN6ULATION MIN'.4" CONC, SLA5 W/ FISERMESH , TOP COURSE OF STEMWALL OR 6x6 WWM OVER &M VISO.I SC�,LE 1/4"a - 1-tIO FINISH EXTERIOR,GRADE FIN. FLOOR Q, ° Q 16"x 8"D STRIP FOOTER W/ 2500 PSI CONC, , , W/ 2-05 REISARS CONT. 'm ` � LE_iA W/ 25" LAP MIN, V,V,v CLEAN COMPACT 16 TREATED SOIL 12 TY"t*"_'0A I CAL ONE SWALL SI ON o r a" X u X1&rr CONCRETE BLOCK. WALLS / STEMWALL / STRIP FOOTED 1 I! I II I I I I I I I • I I . I I I I I I 1 J LTJ __ _1 J_ I I w 1 '5'-4" LOUDER v LLM— S'4' LOWER _ • _ W �• > _ L. WALL HT, (T''r"P) / • _ � , � 1 , I 'I r l r f MKTERlum FINISHINCOS' NOTES COMPOSITION SHINGLES OVER 030 FELT O OVER 15/32" 4 -PLY CIX PLYWOOD, OR -L -1/16" OSB SHEATHING 1/8" THICK TEXTURED CONC, STUCCO OVER GALV. 01– WIRE MESH W/ FELT BACKING OVER i/i(o" OSB EXTERIOR SHEATHING AT WOOD FRAME AREAS, DECORATIVE CEMENTITIOUS FINISH OVER 6"X8"X I o" CONCRETE 5LOCK. NOTE: THIS STRUCTURE HAS BEEN DESIGNED 4" ALUMINUM FASCIA OVER 2"X4" P.T. #2 SPF SUB -FASCIA W/ALUMINUM SOFFIT 5 4" STUCCO BAND AROUND WINDOW / DOOR OPENING UJ/ SMOOTH OR SAND FINISH, OFF RIDGE ROOF VENT U1/ 2"X4" 5LOCKING REQUIREMENTS OF THE 2007 FLORIDA SURROUNDING OUTER PERIMETER, PRECAST CONCRETE SILL. PROJECTING 3/411 BEYOND BLOCK FACE, 8 DECORATIVE STONE OVER CONCRETE BLOCK. 9 PRECAST CONCRETE SILL FLUSH SECTION R301 DESIGN CRITERIAWITH 2009 UJ/ BLOCK FACE, UJ/ BAND OVER _-_- 1 I! I II I I I I I I I • I I . I I I I I I 1 J LTJ __ _1 J_ I I w 1 '5'-4" LOUDER v LLM— S'4' LOWER _ • _ W �• > _ L. WALL HT, (T''r"P) / • _ � , � 1 , I 'I r l r f FLORIDA BUILDING CO"® D D NO WND L��1C��NEERED NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE RESIDENTIAL EDITION T.s, cn�r,al SECTION R301 DESIGN CRITERIAWITH 2009 Lie ssnesd Professional Enginc�ee SUPPLEMENTS AND ASCE 7-05. 531 South OR 434' 1. BASIC WIND SPEED =120 MPH 2, WIND IMPORTANCE FACTOR = 1,0 Altamonte Springs, FL ;32114 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (4Di) 521-555`1 3. WIND EXPOSURE = CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR --�ti Fax (401) 521-5434 ( 0 fir_ PE 0040'148 lll������''_1--491 ENCLOSED BUILDING IS .1 S AND HEIGHT & 0-- r=XTr=RioR. I COMPOSITION SHINGLES OVER 030 FELT OVER 1/32 4 -PLY CDX PLYWOOD, OR -1/16" OSB SHEATHING 1/8 TRICK TEXTURED CONC. STUCCO OVER GALV. _ WIRE MESH W1 FELT IBACKING OVER 1/16" 085 EXTERIOR SHEATHING AT WOOD FRAME AREAS. � DECORATIVE CEi"IENTIT1C7US FINISH OVER 8"XS5<16" CONCRETE E E BLOCK. (Q4 4" ALUMINUM FASCIA OVER 2"X4" F.T. 02 SPF SUIS -FASCIA W/ALUMINUM SOFFIT CID 4" STUCCO BAND AROUND WINDOW / DOOR OPENING W1 SMOOTH OR SAND FINISH, OFF RIDGE ROOF VENT W/ 2"X4" BLOCKING SURROUNDING OUTER PERIMETER. -I" PRECAST CONCRETE SILL PROJECTING 3/4" FLORIDA BUILDING CODE BEYOND BLOCK FACE, 8 DECORATIVE STONE OVER CONCRETE BLOCK. PRECAST CONCRETE SILL FLUSH - W/ BLOCK FACE, W/ IBAND OVER 'B'4' LC7UJER UJALL HT, (TYP) r-. r-. 1 SI -411 LOUJEfR WALL Ht (T^i'F) i~.F=.. I I ♦ I ♦ I ♦ I I. .�I-�I� I♦ I. I. ♦ I ♦. I ♦ I ♦.. I I 1; P I I SCALE 1/4"= 1'-0" N FLORIDA BUILDING CODE MH WND ENUNEE ° E 1 SI -411 LOUJEfR WALL Ht (T^i'F) i~.F=.. (EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 Iv SCALE 1/4"= 1'-0" N FLORIDA BUILDING CODE MH WND ENUNEE ° E NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIAWITH 2009 T,$. Ch6h4l SUPPLEMENTS AND ASCE 7-09. Lfeeenoed Frol'asslonal Engineer 1, BASIC WIND SPEED = 120 MPH 8 youth 2, WIND IMPORTANCE FACTOR = 1.0 Alta m ng , FL Altamonte Springs, FL 32'I) 4 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE 3.. WIND EXPOSURE = CATEGORY C-�� ( O"i) 521-5551 A. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT & Fax (401) 1521-05434 PE 0040148 � "Y �' f� � (EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 Iv ZONE 2 ZONE I - - DESIGN8d RING SHANK NAILS AT 4 D .0OSd RING SHANK NAILS AT 6" O. C. OR REQUIREMENTS: EGUALIVALENT PNUEMATIC NAIL EGUALIVALENT PNUEMATIC NAIL AT SUPPORTED EDGES AND AT SUPPORTED EDGES AND „ BLOCKING AND 4" O.C. FEILD - 6 O.C. FEILD FOR OTHER AREAS FOR SHADED AREAS OF ROOF OF ROOF I 0613 SHEATHING DR I/2 CDx PLYWOOD W p CONVENTIONAL FRAMING SPANS fRAI=TEfR "SPANS 2X( 12"O,C, 14'-S" MAX SPAN 2Xro 16"O -C, 13'-5" MAX SPAN 2X6 24"©,C, 11.9" MAX SPAN 2X8 12"O,C, 19'46" MAX SPAN 2XB 16`0,C, 1114MAX SPAN 2X8 24 O.C, 13 -2 MAX SPAN 2XIO If0,C-, 24 -1U MAX SPAN 2X10 16"O,C, 22'-1" MAX SPAN 2XIO 24"O.C, 15`-1" MAX SPAN 2X12 12"O,C, 26'-0" MAX SPAN 2X12" 1(o"0:C, 26'-0" MAX SPA 2X12 24"O.C, 21'-4" MAX SPAN NOTE: ALL SPANS BASED ON 2 SOUTHERN YELLOW PINE. 1) Live loads for floors, decks 4 stairs is 2)ivPe loads For balconies onies is 60 FSF, 3)ive loads for � d roof is 20 f'. - 24 O.H. 24" 4,1-4, 3 1 3/4"X Ii 1/ �� LVL. W 1-2X �2 .��. $ L (q SYP TOP PLATE --TOP—OF--TOF—OF IS9 TOP OF LOWER ER CMU WALL 'B'-4" X N 77Z�77 7777 TOP OFLOU_LO E� CMU WALL S1-411 ut o a /` '"._ \Q o CONVENTIONAL FRAME CHART) o a - - 2x4 SPF"'2 COLLAR TIE AT 24" O.G. NAIL W! 3 -lad NAILS AT EACH END � N 2X� SPF 02 SLEEPER ATTACHED -_ TO EACH ROOF TIMBER BELOW _' "_`' W1 3/8"x 4" LAGS WHEN H3 USED ® FLORIDA BUILDING CODE OR MT812 TWRU DECK TO MEMBER BELOW II Il (G ll 1/ V N D EIR U II V LCL RED PAGE H3 AT EACH RAFTER NOTE; THIS STRUCTURE HAS BEEN DESIGNED AT A n " TO 2X6 SLEEPER OR TO MEET OR EXCEED THE WIND LOAD LATERAL L BRACING X BRACING MT512 FROM RAFTER REQUIREMENTS OF THE 2007 FLORIDA r�►►yy q BUILDING CODE RESIDENTIAL EDITION .�,J Licenced F'rdf e,��t®nal En (r�e�r 1X4 SYP 2 W/ f2� ad 2X4 SYP 2 W/ l2) 12c� TO MEMBER BELOW SECTION R301 DESIGN CRITERIAWITH 2009 4 South 434 AT EACH TRUSS AT EACH TRUSS SUPPLEMENTS AND ASCE 7-05, 53 U S 1. BASIC WIND SPEED 120 MPH Altamonte Springs, FL 32114 .J 2FORNAMING VALLEY DEETAIL --iL. WIND IMPORTANCE FACTOR = 1.0 �,,..� T Y F C A L E 10 R`M A 'NENT Tro"R' CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (401) 521-5551 ""�-- I USS r NG 6 3. WIND EXPOSURE = CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR Fax �40�) �✓' 2I-5434 ENCLOSED BUILDING I5 .18 AND HEIGHT &PE 004014a EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 U -t cq Q o a /` '"._ \Q o CONVENTIONAL FRAME CHART) o a - - 2x4 SPF"'2 COLLAR TIE AT 24" O.G. NAIL W! 3 -lad NAILS AT EACH END � N 2X� SPF 02 SLEEPER ATTACHED -_ TO EACH ROOF TIMBER BELOW _' "_`' W1 3/8"x 4" LAGS WHEN H3 USED ® FLORIDA BUILDING CODE OR MT812 TWRU DECK TO MEMBER BELOW II Il (G ll 1/ V N D EIR U II V LCL RED PAGE H3 AT EACH RAFTER NOTE; THIS STRUCTURE HAS BEEN DESIGNED AT A n " TO 2X6 SLEEPER OR TO MEET OR EXCEED THE WIND LOAD LATERAL L BRACING X BRACING MT512 FROM RAFTER REQUIREMENTS OF THE 2007 FLORIDA r�►►yy q BUILDING CODE RESIDENTIAL EDITION .�,J Licenced F'rdf e,��t®nal En (r�e�r 1X4 SYP 2 W/ f2� ad 2X4 SYP 2 W/ l2) 12c� TO MEMBER BELOW SECTION R301 DESIGN CRITERIAWITH 2009 4 South 434 AT EACH TRUSS AT EACH TRUSS SUPPLEMENTS AND ASCE 7-05, 53 U S 1. BASIC WIND SPEED 120 MPH Altamonte Springs, FL 32114 .J 2FORNAMING VALLEY DEETAIL --iL. WIND IMPORTANCE FACTOR = 1.0 �,,..� T Y F C A L E 10 R`M A 'NENT Tro"R' CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (401) 521-5551 ""�-- I USS r NG 6 3. WIND EXPOSURE = CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR Fax �40�) �✓' 2I-5434 ENCLOSED BUILDING I5 .18 AND HEIGHT &PE 004014a EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 �?RUSSES 24" O,C DESIGN I `► QU i M 15 1 �► EN ice. Live f / 1 +� ,g T.3.Chehal, P.S. will bear no responsibility i) i..1 Y �:I i o@ �7 }/�/y floors, �j/w �y} Q Q /w9gps for error in Truss/LVL design or d for 1 I oors, decks `T stairs I s 40 FSF, `i manufacture. The builder and the truss 2X6 SYP 02 O . manufacturer are to review truss plans and TOP PLATE W/ //� `J ,meq /�"^_�� /}�, balconies �^�'� a /w /� yq �y r�+� /��►y verify all dimensions; spans, pitches, and feJ �ml� iLrr✓`wdl� it Fw'Lr11.4��wr'1 I�V.i/� is 60 �/r quantities before manufacture and shall verify 4' LAP AT BEAM BREAK MIN. 9'-4" CEIL'G 14T F.F,F, refer any questions on loading or design to VIEW the engineer of record. , FSS 20 3) Live loads for roof Is (3) 13/4" X il- I/4" !_VL (3) 13/4" X 11 I/4" LVL� o ' 26-0-0 31-8-0 MST21 P05T TO M5T21 POST TO BEAM CONNECTION BEAM CONNECTION _ � I I L � L/n(s 6x6 SYPI02 IST POST JC L �- L L L L L L Cx C C G -r C Cnd Jo A FOG Gi rX B9Q66 5D52 POST BASE o L AT EACH REAR PORCH OST 1 JD P i m c{1 N 0 J� �1 PATIO FL, HT. L a QA �ot CL, CL CL, cl- nL L E CONE, FOOTER 1 }� o fl. X 11 a 1J _ LVL BEAM /1 •n ------- LA O J L -o 41 0 ITS AI I T N LED FDCH OTe AM n04 TO BEAM VIEW 1 J 1, o if 5/8 THRU BOLTED L E J WX41 i A PLATES ALL TOP _ TOP OF WALL L L -- CL g L L L ) L L �. ­HTT5 NAILED 7 PLY TRUSS 13,4 JT TO POST L,� L M6T148 NAILED TO 4X4 SYP#2 POST L ,� 15,4 1= I-- PaSTs BETWEEN _ JT UPPER t OW- TOHTTNAILED LOWER TO POST 5/81, X all WEDGE ANGWDR. HTT5 NAILED TO JT 1'O CONCRETE FOUNDATION GIRDER TRUSS 1 Cs C" C C C Car C Cx1 -. — 5/8" THRU BOLTED O r 4 4 JT Q Q CONCRETE L� D FOUNDATION TOP OF BEAM -•� ,E -_ o�. a 1 4 4 � JT a'n /� `n /� , HTT5 NAILED TO BEAM 1 /� ' /(2) "11 Y' L I a/a x n va LVL BEAM 1 e. J � t � DETAIL S c_v �tiS} L -- - L—L! i 18-8.12 HT, N F � aX DETAIL - J (2) 1 3/4"X I1 1/2" V ,,,,.-1 PLY TRUSS LVL E BEAM THRU STAIR OPEN'Cs C 11 BOTTOM AT 16-8-12 N CCxI 2 FLY D HGT-2 r L, TO TRUSS`E• r r PI r -i 1- 1 r 1 f� r J �o L L 5/8" THRU BOLTED 5/5" THRU BOLTED 43 Q OO ® J CSO ® �� J 2 PLY TRUSS d ( Ci J L WALL TOP TOP OF WALL � PLATES --: S Ly HGT 2 OVER � L HDU4 NAILED HDU4 NAILED GIRDER TRUSS 2X12 L ©GE J - TO POST TO POST � - J 5L8" THRU BOLTED 5/8" THRU BOLTED �yr ,^ 150TTOM AT 1"i B 12 WA7f 4X4 SYP02 POST ( T`� SEE DETAIL HTT5 NAILED HTT5 NAILED _ .. I"0 -D TO POST TO POST BEAM TOP = _ TOP OF BE - -- J .1 n PLATE .. .---"-^'....'�• � J 5/8 X 8 WEDGE ANCHOR 5/511 x allWEDGE ANCHOR • . HTT5 NAILED HTT5 NAILED - L- TO CONE. BLOCK WALL TO CONC. BLOCK WALL _ �- TO BEAM TO BEAM ---- 1 '© 4 �n 4;.r-caNGRETE BLOCK N }- - -a BEAM I -SEAM POUi::ED LINTEL TOP COURSE —�-- ----:-------� _ N- o I N 4 4 Y•' A'A_ _ L -,-.--- � N N m � t- J Q Q Q Q Q Q Q Q Q Q V �- J - z , 1.. s � 35 O � FCos G SrC. j , to � J �' PRODUCT CODE SIMPSON NCH"DULE _�. - CONNECTION ACHIEVED TRUSS TO BEAM (SEE DETAIL z UPLIFT FASTENERS FL APP, 0 i0180 LBS c��� i�rFLio456 / 10866 SIMPSON w 52(0 _ TRUSS TO CIeDER/15EAM 150 LBS c141 i&c =L10(055 oSIMPSON 00 SIMPSON SIMPSON NISuS2 -2 -TTS (3)MSTA30 - GIRDER TO GIRDER TRUSS TO BEAM D TAI ��41ToPOST 225 LAS SJ9U LBS 6150 LBS (28) lid (2ro) lid (66) 1061 FL1146g FL1I4S&(SEE FL1O444 SIMPSON -_ �- MTSi� TRUSS ro u4LLfT%USS 1000 LBS (14) 10d X 1-1/2I FL10456 SIMPSON ,._ N2.54 TRUSS F���� ��-L PO0 LBS �lo� 8c FL10456 SIMPSON WCT-a TRUSS TO FRAME WALL (S 10180 LBS 152 I�od FL11410 T Si~PSON HTU26-2 TRUSS TO GIRDER 1515 L5S l20) 16d / (20) 10d FL111�5 SIMPSON LGT2 GIRDER TO FRAME WALL 2050 LBS (30) 1'od FL11410 SIMPSON (2) MT612 TRUSS TO =R4"E WALL 2040 L38 , (28) lOd x 1-I/21 FL10456 SIMPSON N TAiF TRUSS TO FRAME WALL 1810 -85 (c3) 10d > 1-1/2u FL1045(o , —__ SIMPSON MGT GIRDER TO BLOCKWALL --- 31B65 LBS (22) lOd FL114-T0 SIMPSON � C2�-ET 16 - - GIRDER TO BLOCK WALL - 2"00 L58 - (12) 1(od FL1045(o O SIMPSON (2)HTT5 _- _ _ GIRDER TO WALL 10180 LBS (52a 1F�d FL1141Bro SIMPSON _ HTT22 BEAM To POST DETAIL ) 5090 LBS (26) I&d F1149(SEE (ooooOo•4iM�+_�FL�} SIMPSON NUC:Q412-SDS BEAM TO BLOCK WALL 2510 L85 (10) 10d / (18) Titen F 114-0 o SIMPSON HUCQ(o12-SDS _— TOLOCC WALL BOTTOM (TYP) LGa lion 10d / �lg� Titin F 114-02520 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE 1440 521-555 NOTE. iF STRAP1" ISSED ,4T BLOCK WALL RETROFIT WITH SIM II - -- i�SC�N MTSMIt FDi� Ui�LIFT � BBDO Ib$, is. 3. WIND EXPOSURE CATEGORY �? DETAIL4, INTERNAL PRESSURE COEFFICIENT FOR Fax (401) 521.5434 ENCLOSED BUILDING IS .18 AND HEIGHT &PE 0040148 - EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 / O .-- � 0 1 1 � C JCIi� ('� 2 L L L L 1. o L 0 0 0 0 PLY J F- : L �- 0 B o L lr 'JL J IL L T1r L T 1 0% L L KF - P '�i'Z o Q Co J �- � o L "\ 1 F F KL V - C�z x'00 r�l Cx Cx C� L L 1, L71,rL, _ / 21-4-0 20-0-0 13-8-0 1.5-0 T U 8 L A Y V-0 0 U "T" 18-8- 2HT'. __ .� �• 2X4 SPS 02 1 SCALE: I/4 = 1-0 -- DOUBLE TOP PLATE , 2 X 12 LEDGER SYP #2 U!/ 3/8" X 4 1/2" LAG BOLTS ONE AT EACH STUD STAGGERED 1N THE FEILD TLUO AT EACH EN W/ 2" UJAsHERS .�— H 1'i-8-2 T 1 27<4 BLOCKING BETWEEN STUDS W/ 2 - 12d NAILS AT EACH END FLORIDA BUILDING CODE STUDS 16" ,O.C. HIGH NNO ENGON[�ERED 2X4 SPF 02 UJ/ 8104 AT TOP d NOTE: THIS STRUCTURE HAS BEEN DESIGNED BOTTOM (TYP) TO MEET OR EXCEED THE WIND LOADT. Com. Ci'1ahal REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE RESIDENTIAL EDITION Licenced r f n P$ i On& 1 Engineer SECTION 8301 DESIGN CRITERIAWITH 2009 �� i South � ' 434 SUPPLEMENTS AND ASCE 7.05, 1, BASIC WIND SPEED =120 MPH Altamonte Springs, FL 3r,14 2. WIND IMPORTANCE FACTOR =1.0 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE 1440 521-555 NOTE. iF STRAP1" ISSED ,4T BLOCK WALL RETROFIT WITH SIM II - -- i�SC�N MTSMIt FDi� Ui�LIFT � BBDO Ib$, is. 3. WIND EXPOSURE CATEGORY �? DETAIL4, INTERNAL PRESSURE COEFFICIENT FOR Fax (401) 521.5434 ENCLOSED BUILDING IS .18 AND HEIGHT &PE 0040148 - EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 / — (08 -a'' I II 5 I 26 _ p 31-8 , I 1t ll PRECAST LINTEL (8* .IESw C OMPOS1TE 1� -Dry R trEf W11"111mupx 411 t + IM} • *` INAI atll. M tAD wo q C Jx a Ui,. �� 6urr (I}iS TA8 (I1arST(">.?�.D (z}63 T S B i., SPAN S►AH C 1g tI r w • 3 "i `a ll 6-7 , 1, 4.00 . a M1 w U100 ' a -8 X51 ai n 8u 1 P+,E 41I , • � ,. - � i w kit Z •Y.Y _ I 0 Q tS 1.•p4 PI'L' , B 3�a 1 1 -a+ II Jj !� �, L ao,, L 1`r r x ---- -- —•— ® D 44 'r ,• o 1.y10 b Q 9440 W - , t11` 84 o C 1.•16 I216° pLrp" � w. - L.16 tP'.SY1 ,31L° 1416 _ t�tl �.5. ale,. 3 L. •C ' . :. I It - - - I4 19 E. -PA It 1 , 6 try l ,♦ Mij y'>� F.V 2I it CrV • r y It • r � �.fFtk. �"11, KfRGiGI• f71i�1 �IGi.i ggitlerep r 11! !1 � f I,G IrYr aaGll Wp+� • r. .. r (2) 7116 DuMEW PREST ON Sn _ .1 11h1i'r�"S ® 1 n , "RECAST L.II�iTEL 8 fit$ FIL I LES AND UNFILLED k 6fAt AIL I�ABL> iJP R 1>M OAD - PtYtrf# PEI? LrI'1�! f �t s 1 ' II IM I",� �,d (0I_I��ii Gaup L.AIi. BtttE11 III► //�k5 is -5 ' 1 . 1 11 SPAN Size A: Ei 3 { ,i '� 3 %a 6•E iGso - `r ( 1 II _ 6.3 'E1' too 24 LA 3x 46 II 1.-5"r �64111 4 s , • 4168 1 e .' - E.•I4 6 0` g,�r m m - , , 500 PSI CONC. FIL.I. 2'41 L 11 4,2• IQ CONCRETE I u 1 ( PLACED [Id F!>:t.l'�� III I 11 L •E"w Ea 31 tr i -a - 3 .., 3 -p - ---- ----- -- L -13o - - � Alf II I 11 II , 6Y S EP 8 . 3 - - �.. ,Ev.. 4.. m Z Y . 1 T�IE SIV � , �, m �, _ m - b � Y 3 -4� - —, 1 9 . 11, t 1 • = 11 II' P 11 611 i2 S'I'pftRUPa AT 41.0- _ _ _ , 6 aE P,5 (TII,D OR WEL DEC? -`ti' N I Q. --- — ii _ „ � i � .. _ � �y ( II _ I II t Ismer r+tA$7 rrlrossED cslor 2 _g >' M 7116' DiAnAvi�p '�•- " 3 -o m - r- w i� PRESii'F+ESSING SiRAtIDA• _ Q cp 13 -O -5 _I r o4 7— MIN, 1 I I 1 32� _ w ♦ .811 m 1•� , II i ,NOTES: Ci 2 3-1O }.,8 I. MINI " 11 11 II I I I" v:, I — Ht1hq COVERAGE OF STEErL. - I.� 3� 3� - 3 _ _ o 2. MIDI. BI ARI.NG puOUIRE D AT EA. END - &a •_m - _ -10 9r i tYl cb - ` c N° t Tr ' N SEC ION DETAIL 't TA1 .,,..TAI �., Uig. itl H � all !. LIST t3 m -m -5% -1 » 1- 1 lr 3-0 X a>O U1/ 1 2�a D 2 13 -0 � �� lo �' ll ---- o l2J 12 31DELITEB w ii � _ r _ RECESSED 8 HEADERS d �• �." a "X6'" FILLED l� �� � -rug � I� unIF�L�.Ea} � .., 0TAL pavgmg mnWMD 1"if NAJat No. w"m CuAll S� Doti +' W F1I.L, sag Na Sft WIDTH FUR MIS f , p ' D•i tp/i• Rr�1 •Y• 91-W2597 t Pi'C�. i..• ' ,.Mr M "* : mr .,.r» IhNr' ,..r„ UI'IAr ,r,Y• ..+!� '. FLORIDA BUILDING COC1Clr S ,i� ° Ire PST r arilM WOAD CN QNEER ���. ..� ,CSDWOOK P �•+'" '� ELL �14%l 1 rr NOME. THIS STRUCTURE HAS BEENDLO DESIGNED ALL 1.�4l�li �� ,�Irr , TO MEET OR EXCEED THE WIND LOAD �g �r i.s. �hehal 6wa�. REQUIREMENTS OF THE 2007 FLORIDA 1E BUILDING CODE RESIDENTIAL EDITION �` Licenced Professional Engineer �I SECTION R301 DESIGN CRITERIAWITH 2009 1commmuitu SUPPLEMENTS AND ASCE 7-05, 531 South 5R. 434 1own Tie am, BASIC WIND SPEED - 120 MPH tory mabomrg ; _4ltamonte -5 rim s F 2�te'iw�r"rry % 2, WIND IMPORTANCE FACTOR -1.0 p � �L. 3 +TI^4 I CONSTRUCTION TYPE SINGLE FAMILY RESIDENCE (^d•D1) 5'21 555 and I � �T f � 3 s . .WIND EXPOSURE CATEGORY C oil 4. INTERNAL PRESSURE COEFFICIENT FOR2 Fax 14011 5,�1- 5434o WAENCLOSED BUILDING IS, 1 S AND HEIGHT & P='l Z'" j' EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 � DD�•Ca�=�S, 1 GENERAL ELECTRICAL NOTES 11 ALL BEDROOM OUTSETS t0 BE ARC FAULT INTERRUPTERS. 2) CsFl OUTLETS OUTDOORS, GARAGES AND KItCNEN, 3) SMOKE. DETECTORS TO BE INTERCONNECTED TO SOUND JOINTLY. ELECTRICAL SYMBOLS �- WALL SWITCH_ 1IOV OUTLET w THREE WAY SWITCH lIOV G,F I, OUTLET SMOKE DETECTOR 0 FAN / LIGHT COMBINATION Q PULL CHAIN LIGHT (7 CEILING MOUNTED LIGHT o WALL MOUNTED LIGHT a Q Q VANITY LMT 5AR 0 RECESS CAN LIGHT GENERAL ELECTRICAL NOTES 11 ALL BEDROOM OUTSETS t0 BE ARC FAULT INTERRUPTERS. 2) CsFl OUTLETS OUTDOORS, GARAGES AND KItCNEN, 3) SMOKE. DETECTORS TO BE INTERCONNECTED TO SOUND JOINTLY. ELECTRICAL SYMBOLS �- WALL SWITCH_ 1IOV OUTLET w THREE WAY SWITCH lIOV G,F I, OUTLET SMOKE DETECTOR FAN / LIGHT COMBINATION Q PULL CHAIN LIGHT (7 CEILING MOUNTED LIGHT o WALL MOUNTED LIGHT a Q Q VANITY LMT 5AR 0 RECESS CAN LIGHT a TELEPHONE JACK 5?0v 220V OUTLET [] WEATHER PROTECTED OUTLET' INTERIOR ELECTRICAL PANEL CEILING FAN W1 LIGHT GABLE TV JACK db OUTDOOR FLOOD LIGHTS 1IOV FLOOD OUTLET W1 COVER K5 METER 5ASE / MAIN DISC. w "4 FLORIDA BUILDING CODE HIGH W�ND ENGNEERED PAGE NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR. EXCEED THE WIND LOAD: aJ. REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE RESIDENTIAL EDITION 1_(G�I'IC�1 i=rG��$$1C�Ial Ei)ein�r SECTION R301 DESIGN CRITERIAWITH 2009 SUPPLEMENTS AND ASCE 7-05. 531 South SR 434 1. BASIC WIND SPEED = 120 MPH Altamonte Springs, Fh. 321=F . 2. WIND IMPORTANCE FACTOR = 1.0 < CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (401) 521-5551 y�.� 3. WIND EXPOSURE = CATEGORY C 9 4. INTERNAL PRESSURE COEFFICIENT FOR Fax (401) 521-5434© p ENCLOSED BUILDING IS .18 AND HEIGHT & 1 'y"/j O / / EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 PE 0040146 LATH MATERIAL, LAPPED MOISTURE BARRIER (HOUSE WRAP) � .'�.....� WOOD SHEATHING xi +. -- r 1 MOISTURE BARRIER BELOW WOOD (WALL TRANSITION) G DRIP EDGE -- ��. CE E 7 M N I7 IOUS FINISH � CONCRETE BLOCK OR SOLD CEMENT NOTE: 1 -ALL EXTERIOR ACCESSORIES SHALL BE P VC MATERIAL CONFORMING TO ASTM STANDARDS D1794, C926; 01063 AND D4216. 2 -CAULK ALL BUTT JOINTS, ENDS, ANGLES, AND INTERSECTIONS AT TIME OF INSTALLATION. CONTROL BEAD WITH DRIP EDGE N.T.S T r g SY 0 S i®./ 1 1 � 7'"x'4 ELECTRICAL i WALL SWITCH 1),�lALLE�7%C�c::�1'�'i OUTLETSOUTLETSTO7 I IOV OUTLET 2) GFI OUTLETS OUTDOORS, GARAGES AND KITCHEN. THRE = WAY SWITCH r JOINTLY, INTERCONNECTED TOC�I�1Nl� JC.� �. OY .FI. OUTLET SMOKE DETECTOR FAN / LIGHT C©MeINATICN EAPULL CHAIN LIGHT LIGHT CEILING MOUNTED � FLORIDA BUILDING CODE WALL MOUNTED LIGHT Q VANITY LIGHT 5AR RECESS C>''4N LIGHT NOTES THIS STRUCTURE HAS BEEN DESIGNED EDT E WIND LOAD TO MEET OR EXCEED H TELEPHONE JACK 220Y 220Y OUTLET FLORIDAREQUIREMENTS OF THE 2007 BUILDING CODE RESIDENTIAL EDITION WEATHER PROTECTED OUTLET Licenced Professional Engineer INTERIOR ELECTRICAL I`='ANEL SECTION R301 DESIGN CRITERIAWITH 2009 SUPPLEMENTS AND ASCE 7-05, LIGHT C�CEILINGFAN W/ LG 531 South SR 434 CAEBL E Til JACK Cb OUTDOOR FLOOD I NTS @) IIOV FLOOR OUTLET W1 COVER 0 METER f5ASE / MAIN DISC. SCALE: 1/4" 1'-011 GENERAL ELECT"K"'ICAL NOTES- 1),�lALLE�7%C�c::�1'�'i OUTLETSOUTLETSTO7 ARC 4C FAULT INTERRUPTERS. 2) GFI OUTLETS OUTDOORS, GARAGES AND KITCHEN. 3) SMOKE DETECTORS `tom E r JOINTLY, INTERCONNECTED TOC�I�1Nl� JC.� �. FLORIDA BUILDING CODE �IOC�H � SND EMONE ERE NOTES THIS STRUCTURE HAS BEEN DESIGNED EDT E WIND LOAD TO MEET OR EXCEED H T.S. Chehal FLORIDAREQUIREMENTS OF THE 2007 BUILDING CODE RESIDENTIAL EDITION Licenced Professional Engineer SECTION R301 DESIGN CRITERIAWITH 2009 SUPPLEMENTS AND ASCE 7-05, 531 South SR 434 1. BASIC WIND SPEED =120 MPH 2. WIND IMPORTANCE FACTOR =1.0 Altamonte Springs, FL ,3211 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE 3. WIND EXPOS URE = CATEGORY C - "( (40 1) 521 555 Fax (401) 521-5434 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .18 AND HEIGHT & � 0040140 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 - GENERAL NOTES. �QIQII �Ia^II I 1) ALL INTERIOR WALLS ARE 2IIX4II UNLESS OTHERWISE- NOTED, t/ 26 I- oII 31 -all 2) WRITTEN DIMENSIONS SMALL HAVE PRECEDENCEiD 4 it II ig- i 8 OVER SCALE DIMENSIONS. SEE PAGE 5 4 cj FOR (ot &X6 FT, POST &Xro PT POST- W/ CBSQ66 BASE W/ CBSQ66 BASE ADDITIONAL DIMENSIONS NOT SHOWN ON FLOOR PLAN. --- ---- 3) IK.ITCHEN CABINET LAYOUT IS FOR REFERENCE ONLY, , THE CABINET SUPPLiER SHOULD PROVIDE A PRECISE � _ � LAYOUT -r0 ALL CONTRACTORS. STORAGE �_ it t_ II 0 a,-allX (1-4" _ 2 S 2 F3 4) ALL INTERIOR DOORS ARE 61-011 . H IGHT� COVERED REAR E "'� 11 21-0 PORCH ROOM ty Il 15 all i TRUSSES W/ CONNECTORS DOUBLE 2X 4 TO7% ----------_-------TRAY CE1i„iNCz A E II AS PER CONN. SCHEDULE PPL T a iD 5P4 SP4 �l ��s,s� /A�*� OR 4 PT TO DLK WALL W/ - X S II i_� 11 O 1 � Ck RSP RSORP4 I/2 2X�� X 1�� WEDGE ANCHORS W/ N)O cJ 2” WASHERS'" FROM TOP I l I INTERIOR BEARING WALL bP OR 02 S.Y.P. HEADER SIZE MAXIMUM HEADER STUD(S) FULL LENGTH STRAP(S) AT SPAN EACH END STUDS v EACH EACH END OF END HEADER HEADER (SEE CHART) 2x4 SPRUCE / FIR LSTA 2X4 SPF 02 16" O.C. W/ 2 8'-2" 2 2 2 (2) 2"XI2" QF'ENINCx 101-0" SP4 OR SPI / SP2 AT TOP Ifo° TWO 12'-0" 2x4 SPRUCE / FiR 12" t 50TTOM AT 32" O.C. W/ 14'-O" 2x4 SOUTHERN PINE I6" ` THREE 13'4" 1/2" X 8" WEDGE ANCHORS 12" THx�-F ` iv -O" HEADER STU 16" AT 48" O.C. W/ 2" WASHER 9'-0" 2x6 SPRUCE / FIR 12" FULL STUD 16'-O 4LWINDOW ) SP4 iH35 SH 2TX 63" SP -32.4 PSF A 2X4 P OR OR A 24.'1 PSF. PLATE SPI RbP4 nil .__:� 15 -5 X 15 -4 KITCHEN I NOTES LI-MITING HEIGHT OF STUDS_ LOAD BEARING WALLS HEADER/STUD/STRAP CHART 02 S.Y.P. HEADER SIZE MAXIMUM HEADER STUD(S) FULL LENGTH STRAP(S) AT SPAN EACH END STUDS v EACH EACH END OF END HEADER (2) 2"X6" 2x4 SPRUCE / FIR (2) 2"X8" NONE (2) 45<10" 8'-2" 2 2 2 (2) 2"XI2" 9' a" 2 2 2 101-0" 2x4 SPRUCE / FIR Ifo° TWO I NOTES LI-MITING HEIGHT OF STUDS_ SIZE, 02 GRADE O,C, SPACING BLOCKING N OF ROWS MAX HEIGHT 2x4 SPRUCE / FIR 16" NONE 8'-O" 2x4 SPRUCE / FIR 16" ONEµ- 101-0" 2x4 SPRUCE / FIR Ifo° TWO 12'-0" 2x4 SPRUCE / FiR 12" THREE 14'-O" 2x4 SOUTHERN PINE I6" ` THREE 13'4" 2x4 SOUTHERN PINE 12" THx�-F ` iv -O" 2x6 SPRUCE / FIR 16" NONE 9'-0" 2x6 SPRUCE / FIR 12" 1'HR6 E 16'-O _ PANTRYIA Iro LAUNDRY -auX -Du Q Nw � FNR STORAGE _ 1/2 HER SHELVES N BATH CLOSET ET O 21.811 11 INTERIOR BEARING WAl1_ 2x6 WAi „ b ^�t 1 n 30" VANITY: INTERIOR SEARING WALL INTERIOR BEARING WALL tJ area of Door between garage and living WH a 0_ _ o 7111-'' 0 house to be 20 minute Fire -rated door min( m - mu ,rat -- _ pl �4 lees than 13/6 thick, solid cores woad door � or hony comb steel, (Mason(te FL4940-RU ROD p B. Wall and cetlfne between garage and residence 2 (s+ or attic to have 1/2 gypsum minimum. (Saraea beneath o g _._ I) ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL ME NOTED ON ROOF PLAN, habitable rooms shall be separated by 5/B„ Type X DINING x T -___ 2) NAIL HEADER STUD TO FULL STUD W/ 126 NAILS gypsum minimum. �I'r�i _ - FO 1 EMO 12” O.C. STAGGERED TWO ROWS G. GBFifna balwee n ara a and livin above to Z r� 271 .r '� � g I II I KNEE Q 'tv have R-19 Insulation minimum, is -8 CEIL G HT. ROOM O - SPACE MASTER ,,{{ ,{- - - Q5 A LJ - .131-�11 X 1"TI�U.. '- BATS TWO CAR DESIGN REQUIREMENTS. AR � - �' 6 11 I GE 1) Live loads for f Ioors decks 4 _ x � 2� -o X 2� -� 1 2 -O i stairs is 4O �'��, ,� , � - ---_,; lo�� � � `719 a 3'-O"X'8'-O' W/ SHELVES 2) Live loads for balconies is �O FSFo N 0 � I, His A = 0 (2) 12 5IDELITEB m rrrCLOSET o 3, Live load for car raOf is 20 ��. � � � JETTED - I TUB Saoa 3_ d 2 4 � :A SHELF _ COVERED ENTRE'' PORCH 0 EXTERIOR OPENING and door measurements ars, approximate and should TYPE SIZE HEADER WIND FLA. PRODUCT TOTAL LIVING AREA 3592 sq.Ft, GARAGE PRESURE APPROVAL 0 113 sq,Ft. '.'-0"X8'-O" 294 Sq.Ft. -- 4634 sq.Ft. DDDR -Masonite W/ 12" SIDELITES PRECAST LINTEL -32,4 PSF FL4940 - R1 EXTERIOR SERIES 6 gg„ D-8 DETAIL 'IDS" 24.71 PSF 4LWINDOW ) -FLA. EXTRUDERS MILESTONE :SER. 1000 iH35 SH 2TX 63" PRECAST LINTEL 'DETAIL "G" -32.4 PSF FL8411 - fe 1 -10 24.'1 PSF. � J1. �- (� GARAGE DOOR CLOPAY WiNDCODE W3 120"X 84" PRECAST LINTEL L-12 DETAIL I'D" -29.3 PSF FL5&15 23.2 PSF 1 DOOR -Masonite 2'-8" X 6'-8'' PRECAST LINTEL -26.9 PSF EXTERIOR SERIES 31"X 82'I D-4 DETAIL "DB° 24.1 PSF FL4 S4O, ` Ri WINDOW -FLA. EXTRUDERS MILESTONE SER. 1000 23 SH 38'IX PRECAST LINTEL "C" -34.1 PSF Be" L-4 DETAIL 25.9 PSF WINDOW -FLA. EXTRUDERS MILESTONE 26 SH PRECAST LINTEL "C" -28.1 PSF 1=1»8411 - R1' SER. 1000 38"X 712" L-4 DETAIL 25.9 PSF DOOR -Masonite. EXTERIOR SERIES DBL 3'-0" X 8'-0" PRECAST LINTEL "iJB " -32.4 PSF FL4940 - R1 181IX 99"D-9 DETAIL 24,1 PSF ( 1 WINDOW -FLA. EXTRUDERS MILESTONE SER. 1000 36 SH 54"X 712"L-6 PRECAST LINTEL "r-11 -26.9 PSF FL0411 - Ri DETAIL C 241 PSF DOOR-Masonits EXTERIOR SERIES 2'-9," X 8'-O" PRECAST LiNTEL "DB" -32.4 PSF 40 FL494D - RI 35"X99" D-3 DETAIL 24.71 PSF � � 710 WINDOW -FLA, EXTRUDERS 1H36 SH PRECAST LINTEL -34.'71 PSF MILESTONE SER. 1000 2TX 12" L-4 DETAIL "C" 25.9 PSF 8411 - Ri /, 1 i WINDOW -FLA. EXTRUDERS 6020 FIXED PRECAST LINTEL -26, PSF MILESTONE SER, 1000 13"X 25" L-8 DETAIL "G" 24.`1 PSF F 8161 - R2 e WINDOW -FLA. EXTRUDERS 1H33 SH PRECAST LINT ,4 EL -28.1 PSF FL8411 - R1 MILESTONE SER, 1000 21"X 38 L-2 DETAIL "C 25.9 PSF ! 103 HY-LITE BLOCK 00404 FIXED 40I�X 40�I PRECAST LINTEL -34.71 PSF 25.9 SF "FL2025 - R2 L�4: DETAIL C NOTE: All window and door measurements ars, approximate and should be verified b� the eupplier/contractor a8 to the precise R.O. AROMA TA5ULATI ONS LOWER LIVING 2421 Sq<Ft, UPPER LIVING 1171 TOTAL LIVING AREA 3592 sq.Ft, GARAGE (035 Sq.Ft. COVERED ENTRY PORCH 113 sq,Ft. REAR COVERED PORCH 294 Sq.Ft. TOTAL UNDER PooF 4634 sq.Ft. TO MEET OR EXCEED THE WIND LOAD T,S. C rii�I`1iI REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE RESIDENTIAL EDITION Licenced Pro!"P's clonal Eneinssr, SECTION R301 DESIGN CRITERIAWITH,2009 SUPPLEMENTS AND ASCE 7-05; 531 south SR 434 1. BASIC WIND SPEED = 120 MPH./ 2, WIND IMPORTANCE FACTOR =1:0 Altamonte Springs, FL 32-i1 -� CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (401)521-�5551 i 0 3, WIND EXPOSURE =CATEGORY Cu„,, � - 2 4. INTERNAL; PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS ,18 AND HEIGHT & FaX l40'i) 521-5434 EXPOSURE ADJUSTMENT COEFFICIENT IS L0 PE 00,4014$ 1 40M VANW, VI/ I -q% W '"aw 1 'Now I q� r ♦ 'r 11 NOTE: 41f window and door measurementsare approximate and should 11' . / V-01' ci8� sCA � 1 4the r� R Lt raatc� h b� verified ka the supplier/contractor l i �r/�ontrac OPENiNG DETAIL5 _EXTERIOR WiND FLA, PRODUCT TA'''PE SIZE HEADER N F R�FREFER tO sEGC� U L00R CONNECTION ACHIEVED PRESURE APPROVAL � 1�[ WINDOW -FLA, EXTRUDERS GENERAL NOTES. (2) 2X12 SYP 62 (SEE HEADER CHART) -28.1 P5F FL8411 - R1 25.9 P5F HU52C MILESTONE SER, 1000 54"X 63" 1550 L55 JOIST LAYOUT FOR DETAIL OF JOIST PLACEMENT „ 3/4 sue -FLOOR WINDOW -FLA, EXTRUDERS 25 SH , FIN (2) 2X12 SYP 02 -34.1 F'SF FL6411 - Ri MILESTONE SER. 1000 38"X 63" (SEE HEADER CHART) 25.9 PSF 51MPSON WINDOW -FLA. EXTRUDERS 5450 FIXED FIN (2) 2X12 SYP 02 -32.4 PSF FL9242 - R1 ifp MILESTONE SER. 1000 6411X 63" (SEE HEADER CHART) 24.1 PSF 1) ALL INTERIOR WALLSAREE 2"X4" UNLESS OTHERWISE NOTED. 20 FIXED FIN (2) 2X12 SYP 02 -28.1 PSF FLS242 - RI 1 i MILESTONE SER. 1000 25"X 25" ROUND (SEE HEADER CHART) 25.9 PSF 16 FLOOR SYSTEM 10180 L55 C I F11456d' L 8 2) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE A3.56/1& IBA3,56/1& JOIST TO JOIST � � 1110 LE�35 (10� 16d / l8� IOd 1" 1116 L � A 30 FCLT PAPER ETW.EN SLK 4 JOIST HANDRAIL - SHALL HAVE MIN E MAX H IGHT g /► A }� 6 f�i,r 4 F OVER SCALE DIMEN�. IOl�lo�, s�� PAGES S � ®R _ FROM TO OF TREAD G NOSING OF 34 41 38 R P ADDITIONAL DIMENSIONS NOT SHOWN ON FLOOR PLAN, M _ _ II 1-f RISERS's i.5"C I1 16 TREADS 0 .85 F H A CROSS HANDRAILS SHALL HAVE A TER ,� I. SECTION IA. BETWEEN i -i/4 TO 2 OR SHALL E D I �i e^ _ 3) ALL INTERIOR DOORS ,ARE 6 S HEIGHT, _ TOTAL HC�T = .1PROVIDE 10 -8.15 - EQUIVALENT GRASPABiLITY. CLEAR SPACE BETWEEN ANDRAIL 4 WALT -' II SH BE A MIN. OF 1-1/2 INCHES. - I ALL 4 11 1 II 25 -'f — O I O� BEARING WALL TOP AT 2X4 PT THRUST BLOCK SECURED TO SLAB W/ . n it (3) 2 X 12 STRINGERS u n l3) 1/4 X 4 ir2 T,4PCONS R O v CTus swow�R o m -- E TTOM lLJ/ A35F AT TOP BO co MBO � V (P " � B1� OOl'''i 2 n B,�r'I H 0 r .l l 15'-0"X 12'-0" ICE * 2 Q � C14 CV _ o R z m �►lGN DESIGN EQt;�IREMNT�a. �r �J a 1) Live loads for floors, decks Tstairs 1S 40 FSF. � cwp M - 2) Live � -1 ads O for ka alcOnieg Is 60 FSlew DETAIL _ w 3)STAIRWAY Live Live loads for roof is 20 FSP, P, o_ oQ NTS SEARING WALL TOP AT 15'-S 3/4" 3/4"x9" f2) 1 LVL NEA0ER RETLIia N _ 1 40M VANW, VI/ I -q% W '"aw 1 'Now I q� r ♦ 'r 11 NOTE: 41f window and door measurementsare approximate and should 11' . / V-01' ci8� sCA � 1 4the r� R Lt raatc� h b� verified ka the supplier/contractor l i �r/�ontrac OPENiNG DETAIL5 _EXTERIOR WiND FLA, PRODUCT TA'''PE SIZE HEADER PRODUCT CODE CONNECTION ACHIEVED PRESURE APPROVAL � 1�[ WINDOW -FLA, EXTRUDERS 35 SH FIN (2) 2X12 SYP 62 (SEE HEADER CHART) -28.1 P5F FL8411 - R1 25.9 P5F HU52C MILESTONE SER, 1000 54"X 63" 1550 L55 (14) I(od FLIO655 WINDOW -FLA, EXTRUDERS 25 SH , FIN (2) 2X12 SYP 02 -34.1 F'SF FL6411 - Ri MILESTONE SER. 1000 38"X 63" (SEE HEADER CHART) 25.9 PSF 51MPSON WINDOW -FLA. EXTRUDERS 5450 FIXED FIN (2) 2X12 SYP 02 -32.4 PSF FL9242 - R1 ifp MILESTONE SER. 1000 6411X 63" (SEE HEADER CHART) 24.1 PSF �1ET,416 WINDOW -FLA, EXTRUDERS 20 FIXED FIN (2) 2X12 SYP 02 -28.1 PSF FLS242 - RI 1 i MILESTONE SER. 1000 25"X 25" ROUND (SEE HEADER CHART) 25.9 PSF 1 40M VANW, VI/ I -q% W '"aw 1 'Now I q� r ♦ 'r 11 NOTE: 41f window and door measurementsare approximate and should 11' . / V-01' ci8� sCA � 1 4the r� R Lt raatc� h b� verified ka the supplier/contractor l i �r/�ontrac FLORIDA BUILDING CODE D FAGHM 1 D N� ENO DE DESIGNED .NOTE, -THIS. STRUCTURE HAS BEEN Sl T.S. �h�hal HE IND LOAD T W TO MEET OREXCEED E 2007 FLORIDAREQUIREMENTS Of THE Licenced Professional Engineer BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESICN CRITERIAWITH 2009 531Oat"S R 434 SUPPLEMENTS D ASCE 7-05, Altamonte Springs, s - L 321 01. BA5IC WIND SPEED _ 120 MPH '/ 2.IM IND IMPORTANCE FACTOR - 1.0 W P "j c(401)521- 555 CONSTRUCTION TYPE —SINGLE FAMILY RESIDENCE 3 WIND EXPOSURE CATEGORY C FaX (4 �� 521..543 4 4.. INTERNAL PRESSURE COEFFICIENT FOR T ENCLOSED BUILDING TS .18 AND HEIGHT 1H PE 0040145 EXPOSURE ADJUSTMENT COEFFICIENT I5 1 0 1 F 11413 S N MTSM 6 L WALL RETROFIT WITH 51"11=' O . IF HET►416 STRAP MISSED ,4T k3L®C�K LL RE R CONNECTO`fR SlCrHIEDULE PRODUCT CODE CONNECTION ACHIEVED UPLIFT IFt FASTENERS FL APP, B SIMPSON HU52C TRUSS TO WALL/SEAM I 1550 L55 (14) I(od FLIO655 F S11"1PSON M TS12 TRUSS TOWALL/TRUSS R 1 00 L53S O Ii 04) lOd x 1 1/2 F 10456 L 51MPSON H 2.5A TRUSS TO FRAME WALLL 600 1_56 110a 8d FL10456 511'�'f1='SON �1ET,416 ,� W A WALL TRUSS TO FRAME LL � 1810 LB 5PL X 1-1/2 , l9� -1C,�dF 7 114 3 I1413 SiMPSON (2)HTT5 BIRDER TO 5LOGK WALL 10180 L55 (52) 16 F11456d' L 8 S1MF'ScON A3.56/1& IBA3,56/1& JOIST TO JOIST � � 1110 LE�35 (10� 16d / l8� IOd 1" 1116 L � FLORIDA BUILDING CODE D FAGHM 1 D N� ENO DE DESIGNED .NOTE, -THIS. STRUCTURE HAS BEEN Sl T.S. �h�hal HE IND LOAD T W TO MEET OREXCEED E 2007 FLORIDAREQUIREMENTS Of THE Licenced Professional Engineer BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESICN CRITERIAWITH 2009 531Oat"S R 434 SUPPLEMENTS D ASCE 7-05, Altamonte Springs, s - L 321 01. BA5IC WIND SPEED _ 120 MPH '/ 2.IM IND IMPORTANCE FACTOR - 1.0 W P "j c(401)521- 555 CONSTRUCTION TYPE —SINGLE FAMILY RESIDENCE 3 WIND EXPOSURE CATEGORY C FaX (4 �� 521..543 4 4.. INTERNAL PRESSURE COEFFICIENT FOR T ENCLOSED BUILDING TS .18 AND HEIGHT 1H PE 0040145 EXPOSURE ADJUSTMENT COEFFICIENT I5 1 0 1 F 11413 S N MTSM 6 L WALL RETROFIT WITH 51"11=' O . IF HET►416 STRAP MISSED ,4T k3L®C�K LL RE R