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Home My WebLink About6411-6461 Windsor Lake Cir 11-128 - 11-133 (truss), .�. a..r.,• , > .i, 3 ,7..,! .!'..._.v,'".�vir.'.n5.::e,fii.3m"�,::As�7//.�.-�.crr�&H�:ti°> 5ei2bBYT%Ar7.� - �k.'�s'2�F w+s_""..tt+"�FwDi- - - N� w U 9 w UNIT #1 AMELIA IA_� UNI T V 1 i r -1I ! ILL 1(-'°I , t' 12 10 12 1X 1��'; .\..mac ,��`��..� `.�� `4 `'1y ,� ` `"��\�• �\ �;nZ"�-.' ``:� •:. ~`.,� �>,.. �\ ;,,��.\\ -.moi �. �.`. �� > / :v4` UNI BC7NI1 - A \' `�� / \\ `��>> I1'fJr3 .1155H�AC/" UNI1 #4 . l w i UNIT #13 CRI TIN A BONITA UNIT #1 W/t[l Hf, PA5 >-P OkI IA,r :F, i _I Lr 1, I� Uf�!1 # R. L)NI I Era Uf`JI E #61. 11T I#`� C RIS Lll�.lr1 C,RIJ i IINA BClNI ADI G❑ 4 OPT, 1311 l2'0" . I I I : ti:_ � ;, - ., I, ,:., �: _� �� r,' .( ' tj •�I El 13 -�r'� n -�`�� z2' z3' i, '.?... i. I -`.. �. L) �>! 1. I 'T Li . , I I m ,�. UNI t L) f_.. CJNIT I T �t f T AT AMti._1,:_.I A�.. d:_iI'„1 I r, C R1S C Ar; C,.IST .N. t BEIIN1 TA LAI U ..- r' ! r S I"3 '' J .a I !t I - 2 .- - �.,C �.. i �i —, % a .- r. :� '�fjy'1r111--/ I I t I ,I - 1 ) /I� I �� U-1 r P,� VIN il” �i� ,fi d II I r�(, I I . � � r-KiL:�-V �. L/L BI T-1.1 I II I s NIVd II (Ifi IN � �. 1 J 1 ?. , 3 � � � [M C-Aeneral Notes 1) All parallel chord trusses, flat trusses 9green girders have the top chord partially pa to be installed green side up, All hangers to be Simpson i-IUS26 unless otherwise 2) noted All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute HIB -91 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to HIB -91 for any additional bracing details, ROOF LOADING SCHEDULE TCL.L 20 PSF TCDL 7 PSF BCDL 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE=- 120 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT. II WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2007—TPI 2002 Truss member design & connector plates are designed for ASCE 7-05 and maximum forces from both components and claddings and main wind force resisting systems. These trusses have been reviewed to carrrryy an additional 10# psf non -concurrent bottom chor live load. FLOOR LOADING SCHEDULE TOLL = 40 PSF' _IMCDL = 10 PSF BCDL :.0 5 PSF 55 TOTAL. �= . PSF ROOF DESIGNEDi FOR SHINGLE ALL REACTIONS OVER 5000 AND UPLIFTS OVER 1000# ARE SHOWN ON LAYOUT. WALL BEY LOAD# DESCRIPTION INIT, DATE IS F/01 Cp'd Mercedes KP1 rdg 10/6/10 ; r I I [J� , CONT°RACTUI� s I— k AMERICA ;r 3900 AVENUE G. N, W. WINTER HAVEN FLORIDA 33880 PHNNE� ( 800) 959-8806 FAX! ( 863) 294-2488 �.kms.__.__. 1, rL G _kL_ II jFrc��r 1 iJ I iI -_— F 4I I r C 'LX3 I, fGi�aP^rC1t'r: FC poci —ij ?" rvl c:a crl n 1 I1. Ii Ji 5r; I I I i i 12 10 12 1X 1��'; .\..mac ,��`��..� `.�� `4 `'1y ,� ` `"��\�• �\ �;nZ"�-.' ``:� •:. ~`.,� �>,.. �\ ;,,��.\\ -.moi �. �.`. �� > / :v4` UNI BC7NI1 - A \' `�� / \\ `��>> I1'fJr3 .1155H�AC/" UNI1 #4 . l w i UNIT #13 CRI TIN A BONITA UNIT #1 W/t[l Hf, PA5 >-P OkI IA,r :F, i _I Lr 1, I� Uf�!1 # R. L)NI I Era Uf`JI E #61. 11T I#`� C RIS Lll�.lr1 C,RIJ i IINA BClNI ADI G❑ 4 OPT, 1311 l2'0" . I I I : ti:_ � ;, - ., I, ,:., �: _� �� r,' .( ' tj •�I El 13 -�r'� n -�`�� z2' z3' i, '.?... i. I -`.. �. L) �>! 1. I 'T Li . , I I m ,�. UNI t L) f_.. CJNIT I T �t f T AT AMti._1,:_.I A�.. d:_iI'„1 I r, C R1S C Ar; C,.IST .N. t BEIIN1 TA LAI U ..- r' ! r S I"3 '' J .a I !t I - 2 .- - �.,C �.. i �i —, % a .- r. :� '�fjy'1r111--/ I I t I ,I - 1 ) /I� I �� U-1 r P,� VIN il” �i� ,fi d II I r�(, I I . � � r-KiL:�-V �. L/L BI T-1.1 I II I s NIVd II (Ifi IN � �. 1 J 1 ?. , 3 � � � [M C-Aeneral Notes 1) All parallel chord trusses, flat trusses 9green girders have the top chord partially pa to be installed green side up, All hangers to be Simpson i-IUS26 unless otherwise 2) noted All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute HIB -91 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to HIB -91 for any additional bracing details, ROOF LOADING SCHEDULE TCL.L 20 PSF TCDL 7 PSF BCDL 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE=- 120 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT. II WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2007—TPI 2002 Truss member design & connector plates are designed for ASCE 7-05 and maximum forces from both components and claddings and main wind force resisting systems. These trusses have been reviewed to carrrryy an additional 10# psf non -concurrent bottom chor live load. FLOOR LOADING SCHEDULE TOLL = 40 PSF' _IMCDL = 10 PSF BCDL :.0 5 PSF 55 TOTAL. �= . PSF ROOF DESIGNEDi FOR SHINGLE ALL REACTIONS OVER 5000 AND UPLIFTS OVER 1000# ARE SHOWN ON LAYOUT. WALL BEY LOAD# DESCRIPTION INIT, DATE IS F/01 Cp'd Mercedes KP1 rdg 10/6/10 r , CARP' NTE R. F [J� , CONT°RACTUI� s 'OF AMERICA 3900 AVENUE G. N, W. WINTER HAVEN FLORIDA 33880 PHNNE� ( 800) 959-8806 FAX! ( 863) 294-2488 ■ ■ I WEATHER HEAD MASTER REVISIONS ---- REV DATE DESCRIPTION BY P. ® Q1 13JUL07 INITIAL RELEASE _ PD SEK - DDMMMYY SEE REVISION HISTORY` ??? ??? 2" IMC OR GRG WITH 2 PVC OFFSET WITH (3) #2/0 THHN _Q2 - START REVISIONS WITH (3) #2/0 THHN ALUMINUM ALUMINUM — _ REV DATE _ -_ DESCRIPTION _ _ BY APP. ■ 0 1OMAR10 ISSUED FOR CONSTRUCTION AYT LBBE 150 AMP - ■ PANEL O METER 150 AMP 48"08" 48"08" 2/0 ALUMINUM - DI C. #4 COPPER GONG PAD CONC PAD ■ SERVICE CABLE COMP COMP 36"x84" CONC PAD 36"x5£3" CONC PAD': COMP ■ ww a A w " HB HB w Q ■ -----GROUND PER NFPA 70 • •■ 4� ARTICLE 250: GROUNDING AND BONDING qp ABOVE GROUND ELECTRICAL RISER F R R ]j I lag, ■ 229 20 ----- - j j PREWIRE FOR FAN ■, 7 a & LIGHT - <t R GEt PI I% -LF1 - - -n G ,I a PREWIRE �I FOR FAN ELEGEND.dwg EXHAUST VENT NOTE: 26FE809'f I �- - \ -- i 4 I & LIGHT ■ I II ra I I 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. f a ^ , 142" REF I //7 I I 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR I�PACE I� �r II w THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' 2" PVC OFFSET- OF A/C CONDENSER). - - - - - GFl - T F\�� Gr'► }Ir WITH (3) #2/0 ALUMINUM P1-I �I■THHN 2" PVC, WITH�� NOTES TO PLUMBER: R I I ■ 150 AMP - (3) #2/'0 THHNPREWIRE PANELJALUMINUM 1. PLUMBING SHALL COMPLY W/FBC 2007 PLUMBING CODE. FOR FAN--- 4 El 2. WATER HEATER SHALL HAVE PAN AS REQUIRED, AND & LIGHT - - - !nREFl GP+} RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 150 AMP 3. CLEANOUTS SHALL BE PROVIDED CSA BASE OF STACK &----- s r zwAi.�. — s ■ METERP 2/0 ALUMINUM DI C.=SERVICE @ 4'-0" AFF IN LAUNDRY ROOMS. CABL - 1 I w ' �� w - #4 COPPER NOTES TO ELECTRICIAN: SPACE w-t-----I ` -� --� I -ra 2ND- L /H J 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON -s 1/2" WALL ---- - AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE ------ db a WH ---- z WH WH ` - GROUND PER NFPA 7c0 TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' ARTICLE 250.52(A)(3): GROUNDING OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. I I I I I D I I I I I I I • c w AND BONDING 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. USE UL LISTED SUPPORT BOX' FOR ALL FAN PREWIRES.' CD R � ■ ■ _ E UNDERGROUND ELE.1'RICAL RISER 5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF _ THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE.14 I I 1 I w� TO 2ND I FLOOR �p �a a w� ELECTRICAL SYMBOL LEGEND aQ as ■ OWH - -- 0 _122fID_ s w o o w�a ww ■ CARBON MONOXIDE CD SMOKE DETECTOR �"iD DETECTOR ® a - - -qp _ SWITCH ; EXAUST FAN R s� — — GFI D LL GF[ ® 3-WAY SWITCH �` WALL MOUNTED ' IA GD OPENER PREWIRE — — — — — — — — — — /Th GD OPENER PREWIRE; ■ • LIGHT FIXTURE f 4-WAY SWITCH CEILING MOUNTED -- - 2 r ----- � �----------------------I LIGHT FIXTURE � DIMMER SWITCH c D I I ® "' RECESSED CAN PR IRE FO FAN I I ® R FLOOR OUTLET LIGHT FIXTURE & LIGHT w I ® RECESSED VAPOR I 110 V OUTLET PROOF FIXTURE as HB SWITCHED OUTLET FLUSH ONTED O aQ LIGHT FIXTURE wy �w D13ELL ■ 220 V OUTLET 220 GFI 0 PENDANT LIGHT P 1) GD OPENER li' - - - - - - - - - - ■ DIRECT WIRE - - - - - - - - - - - - - -------------- FLOODLIGHT IIB I I I I I TV JACK --------_--J L FLOURESCENT BANK OF 6 METERS ■ LIGHT PHONE JACK PII�j (FIELD LOCATE) ■ CEILING FAN I I I I I I I I SPEAKER PREWIRE sI>q]- PREWIRE ONLY II I I ■ v 0 0 ■ ' I I I L------------------J I ■ �► ■ XV E ' ■ NEW 22 WIDE TOWNHOMES IST FLR ELEC PLAN (UNIT 1-3) ■ ■ 6—UNIT BUILDING �` '�a� ` SCALE (UND): cos # SI-ILLL p_� " DRAWN BY SCT PROD. DEV. PRE-Q.S. WALLS: UNIT #I AMELIA UNIT #2 BONITA UNIT #3 CRISTINA ■ ■ CHECKED By MA rER l� PROD. DEV. QS_381907BL_Q 1 GARAGE RIGHT GARAGE RIGHT GARAGE RIGHT ORL-000085-IO ORL-000086-10 ORL-000087-10 ■ ■ MASTER CHANGE DATE: 01 15 200$____ _