The URL can be used to link to this page

Home My WebLink About131 Wood Ridge TrlPermit # : k C!'A a Job Address: 131 td (3 a� Description of Work;__( (�.;� j E CI'T'Y OF SAND ORD PERMITAPPLICA'T'ION ,; .)ate: '.� 111d /o _l —2 —2 Historic District: Zoning: Valuc of Work: $ Oulu - Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarat Pool ' Electrical: New Service -- # of AMPS Addition/Alteration Change of ServiceTemporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines It of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Conunercial Occupancy" f'ype: Residential Commercial Industrial 'Total Square Footage: l 0 .Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: V 6_ S _ Q 00 0 — Q 9 9 o (Attach Proof of Ownership & Legal Description) Owners Name & Address: X7M a 44%1 Q W G• Q/,�/�(� `IL I s t Q. 1+ l 1 !� e 131 �%UUfi� R telae tea. SaP-Po go ,_ ��- �Ja�-%�� Phone: Contractor Name & Address: Phone &Fax; y0� ac� -31 G Ta� Con f Persoit: y^ �(t 1., bb, `fid % jD D-7?/d3 Bonding Company: Address: %i % _ tilt Fi Ilnt n -/ Mortgage Lender: / ! 1 e /e.. m a + I a (I rk� S( 0 /�. U a a, e V P r`; w-#, f f,T& .— I n e Address: Architect/En ineer: t ,J t , i g / i �! (� I e«, L' 1 %1�3Dr Address: 70� . I L� �e Ca u Fad %33 Application is her made to obtain a permit to do the work and installations as indicated. 1 certify that no work or,�;swlla*1 r has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this Iun'!M Mn. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEATERS,'FANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information'is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NO'T'ICE OF COMMENCEMENTMAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT' WITII YOUR LENDER OR AN ATTORIgF Y BEFORE RECOi:DiNG YOUR NOTICE OF COMMENCEMENT. NOTICE: hi addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencjes, or federal agencies. l r Acceptance c , er ittcn� I tidll notify the owner of the property of the requirc'$igacontra or/Agent Date Print Owner/Agent's Name P�Cc'rtractor Agent's Name t�, t� /�a*OF c� 4fe Gl � ��`� b .r�ri /zSignaturegfNot'-StateUMy(OO Ll I SSIOPI jtcDUU9GA3 $ignatu� ofTblaiy-State Ofida.�.,a EXPtItPs: February 2tS, 2tNX !+ �� : PATRICIA A. MANN t-tW(o- NorAnv FLNo Service & Dondirro, Im.�y MY COMM iBSION ;t OD 09332"/ Owner/Agent gent is �( Pcisonall Known to Nlc or °� EXPIRES: April 5, 2006 b \ Y Connector/Azen[ is f er- n,iljx„�howrPtebi'N1`�hrty(VotaryPublN.,UndeWturs _ Produced (D _ Produced lD •,,�., �.�.,,wn . ,A AP['LICAT[ON APPROVED BY: Bldg: _ (lmt:al & Date) (Initial & Date) (Initial & Date) (initial &Dam! Special Conditions: El W-4 " 15'4" f i-011 3'-O" I f I 3 ' 1 ---I------- --------- - I i 3 I tv w � ' r 31_01113 -S 4 � i r- -------- --------- ------ ----- — - 21 3.. 1.-8.. 21-211 1 4" 2500 PSI CONC. SLAB W/ 6x6 10/10 W.W.M. OR (FIBERMESH/FIBERMIX ADDED TO THE CONC. IN ACCORDANCE W/ MANUF'S — �i INSTRUCTIONS FOR, NER-2$4 FOR FlBERMESH, OR NER-414 FOR FIBERMIX, OVER 6 MILL VISQUEEN 13 VAPOR BARRIER & TREATED FOR TERMITES '- 1 OVER 6 MIL VISQUEEN VAPOR BARRIER I - _ OVER CLEAN COMPACTED SAND FILL ^ OVER UNDISTURBED EARTH STRIPPED OF �J VEGETATION AND TREATED AGAINST TERMITES o a cq N— — — — — — — -T— 4" RECESS as Fdn. Plan) F.F. 13 SECTION @ SHOWER SCALE: 1/2" = 1'0" BATH \\\\\EJCING\0i L____ __________ DOWEL - SE FOUND. PL. FOUNDATION FLAN FOR LOCATION 4" SLAB I PORCH FIN. FLR. 100'-0" FIN. FLR. (See Fdn. Plan) ------------- 1/2' EXP. JT. 4 PORCH STEP DOWN " SLAB --- - F.F. 3 THICKENED EDGE NON- BRG SCALE: 1/2" = 1'0" EXTERIOR OFENIN(S SCHEDULE OPENING: DESIC-sNATION DESCRIPTION WIND (PSF) PRESSURE R. 0, LINTEL. (LENGTH) O SCxD 6068 24,"1 / -32.4 i4-1/4" X 81" 8121(o6/1T u O12'-O" X 6'-8" SCxD 23,2 / -29.3 146-1/4" X 81" 8F16-15/IT131-4" WINDOW D5L 25S� 24,'� / -32,4 -14-5/8" X 63 8F16-15/iT .I-6.. 3O 1$ O WINDOW 1/2-35SP 25,9 / -28.1 21-1/8" X 63" 8F16 -6 /IT OWINDOW I/2-34SN 25,9 / -28.1 21-1/8" X 50-5/8" 81=16-15/IT 3'-6" (p O GL. 5LK, 32" X 24" 25.9 / -28.1 32-1/2" X 24-1/2" 8F16 -15/1T 4'-D" J U-1 '1- -0 <Co '3 '-orl I-- ll.. � � � M FINISH GRADE 2 # 5 REBAR e 00 "16- 1 ONE STORY FTG BEARING SCALE: 1/2" =:1'0" (V z O Lu z H, V. A, C. PLAN DASHED NEXAGxON INDIcaTE5 1/2" AS 6 32"' OC VERT FOR WALL / WALL INTERSECTION REVISIONS AREA ANALYSIS Addition 760 S. F. PICO c too O (D a a W L 00 "1 0EonC n U -p C?. O m + 0� D cr i-+ In Cn m �_.� + Q O- U O J `l�� w i..: J - a aO Q'_1 a O N U_ CLCL c �t E— mov�ro�NJ 'o c •2 z Lo Q� a� a -•� - N m co a m N U (1) w h - O O O 0(Z U c� aUUC, -0 (13w N� � 0 3m� o nw Y U (10 3 but)N W C -p VO CM= °Nr,z c U fl u-' W m U^ I ui C L v dS �t CO uj O N > N 0 C10 V N 0 J N C O a Ln V)°� 0.0z L a o 10-- O E m ,..v UcaU —� uj a� oc�z N O Nr, o N L1 U N J I- U'vWCL�Q W (n c) CL. O N :}, ZEN w 2 L 4-j p -� w L4 Lo L)u-g Z cn b = W z J N J U-1 '1- -0 <Co '3 '-orl I-- ll.. � � � M N, WAN' O oo c too O (D a a W L 00 "1 0EonC n U -p C?. O m + 0� D cr i-+ In Cn m �_.� + Q O- U O J `l�� w i..: J - a aO Q'_1 a O N U_ CLCL c �t E— mov�ro�NJ 'o c •2 z Lo Q� a� a -•� - N m co a m N U (1) w h - O O O 0(Z U c� aUUC, -0 (13w N� � 0 3m� o nw Y U (10 3 but)N W C -p VO CM= °Nr,z c U fl u-' W m U^ I ui C L v dS �t CO uj O N > N 0 C10 V N 0 J N C O a Ln V)°� 0.0z L a o 10-- O E m ,..v UcaU —� uj a� oc�z N O Nr, o N L1 U N J I- U'vWCL�Q SHEET NO. or LAST PLOT DATE: April 14, 200 W c) ZEN 2 Or. Oi O M ^ 3: N L)u-g cn cRM' = W J v cT3 �o�.>dSc6�, _ <Co '3 '-orl I-- ll.. � � � M N, WAN' O oo =0p0 c ,toff. X OCL t �j "a O In @ qaj 4 ' W d CL I SHEET NO. or LAST PLOT DATE: April 14, 200 EXISTING BATH 02 TRUSS LAYOUT r"nAIW;=r-TnQ lAr-WROULE CONNECTOR BRAND FASTENERS TYPE OF CONNECTION ALLOWABLE UPLIFT 0 LOCATION META 16 SIMPSON (10) lOd x 1-1/2" NAILS ALL TRUSSES TO MASONRY A LBS, ALL MASONRY/TRUSS LOCATIONS MOA CL ,yb (GIRDER) r)Y LEFT ELEVATION SCALE: 114" ■ 1'-0" fREAIR ELEVATION SCALE: 114" . 1'-0" (TYP. ) 12 6F� NEW CONSTRUCTION NEW CONSTRUCTION IRIGHT ELEVATION SCALE: 114" = 1'-0" REVISIONS AREA ANALYSIS Addition 760 S. F. � ao o c to CL O r)Y wnC) Z:3N z N .J Lu u- It c o LL - (D n 0 3 W;N- m00m 0 E CSOQ N + D c�41� vi 00 ` = .° + a 'C7 CL U 0 L O ` J 0 o o aW J 3..06 < O N N N U � C_ I CL E.CC11 J QOM 0 C+ Q a.. —41 0 C i Z .cO 0a�� °0 �w�m 0 r bD 0c0� Om�QU00 w a) O 3m'0 �� QY cUo c �S��tCa WNW =-d �0 CM= O �0 +-Z C U N NW Q dOM (1) pC)^W O — � -05 1 4 +> a> u 12 O 0- C C i= 1] .J N C 0 0(/) ro a) s Q- 0 Z O O 0 w m c aV uV'i l- � c � E Z i W WWZ N Lo 0 NN O N ~ QN U w0_j O U M o z �N O c U 0 LJ x 0 li 4— =R O U M LN Lf) N _00 00, O x v O C T m 0- -0 -00 i l0 Q [L a) a Lij F— C) z 0� O LL W 0 c 7 C G (a O � L O m L rj (6 Q m CL SHEET NO. OF LAST PLOT DATE: April 14, 2004 SAFE L FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS OAD TABLES 8" PRECAST & PRESTRESSED U -LINTELS ' rA r' • O aU0 0 a 8F16.1B/1T 8RF14.1B/1T GRAVITY TYPE LENGTH - _ _BF8-1B UPLIFT 8F8 OU BF12.OU BF16OB 81`20 OD 8F24.0D BF280D BF32.OB 8F16 1T eF12.1B BF161B 8F20- IB 8F24.1B 8F28IU BF32.18 2'•10" (34") PRECAST F2302 3166 14"13 6039 7526 9004 10472 11936 3166 44713 6039 7526 9004 10472 11936 3'6" (42") PRECAST 2302 3138 33/1 4689 6001 7315 8630 9947 3166 MF13 6039 7526 9004 10472 11936 4'-0" (48') PRECAST 2029 2325 2496 3467 4438 5410 6384 1358 2646 4473 6039 %526 - 9004 10472 11936 4' 6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 - 7526 9004 10472 9668 5'.4" (64") PRECAST 1184 1283 1301 1809 2317 2826 3336 '3&16 1665 2889 5057 6096 5400 6424 7450 5'• 10" (70") PRECAST 972 'DDD 1059 147a 1889_ 2304 2721- 3137 1459 _ 2464 4144 5458 4437 5280 6122 6' 6" (78") PRECAST 937 1255 2101 3263 2'146 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7'•6" (90") PRECAST 767 1029 1615 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 g'-4- (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'•6" (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'•4" (136") PRECAST 445 598 935 1365 1854 2355 1193 2075 598 935 1365 1854 2441 3155 4044 12'•0" (144") PRECAST 414 545 864 1254E11318318551, 352 582 852 1156 1491 1742 2074 1570 1818 555 864 12542211 801 925 2832 3590 13'•4" (160") PRECAST 362 427 726 10281635 361 464 1224 1418 485 148 10761855 188 276 449 649 874 1121 1389 2343 2920 14'.0" (168°) PRECAST 338 381 648 9191462 667 N.R. 1087 1260 455 700 1003 IB6 1114 2153 2666 PRESTRESSED N•R, NR NR NR NR NR NR NR 465 165 1370 2045 2610 3185 3765 15'-4" (184') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'•4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'•4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'•4" (256') PRESTRESSED N R NR Nrt NR NRrNR 11183 330 610 940 18 1780 211022%0" (264') PRESTRESSED NR NR Nft NR Nk NR NR160 300 570 870 1660 1970 24'4" (288") PRESTRESSED N.R. NR NR NR NR NR NR 130 2 4 70 710 1030 1350 1610 ' rA r' • O aU0 0 a 8F16.1B/1T 8RF14.1B/1T MATERIALS 1, fc precast lintels = 3500 psi. 2. f'c prIptros d linte��„q 6000 psi, 3. f'c gr41u = OCA sxI�''w��ff, rnaximun /8,iAggregate. 4, Co r>%�so ry'LlriFtg?(CMU)`,per A� TM `C90 w/ minimum net area compressive strenkW= 1900 psi. 5. Rebar provided in precast lintel per ASTM AG15 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1 ;Provida full mortar bend and bed joints. 2 Shore filled lintels'as required. 3, ,Inst,allatio'n of lintel must comply with the architectural and/or structural drawings. 4. Lintels°are manufactured with 5.1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting, 5. All lintels rneet or exceed L/360 vertical deflection, except lintels 17'•4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to he located at the bottorn of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Gast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9• Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6.1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load an the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel, 6, One 117 rebar may be substituted for two N5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d•away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height, 9. All safe loads in units of pounds per linear foot. (("�X N5 REBAR AT TOP UPLIFT MIN. (1) REQ'D (Sp) SMOKE DETECTOR LATERAL TYPE LENGTH --_ 8F8 1T 1-1/2* CLEAR 8F16 1T 8F20 1T 131`24 -1T432 24-1T X r -IT 32.1T 8U8 8178 8F82T - 81`12-2T 81`16.2T SF20.2T 8F24 -2T 8F28 -2T 8F32.2T 2'•10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'•6" (42") PRECAST- 2165 GROUT 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 L ;D 1878 05 REBAR AT BOTTOM 2832 3680 O n OF LINTEL CAVITY 6245 938 938 -- BOTTOM REINFORCING 1925 2750 3583 4422 5264 6110 4'•6" (54") PRECAST 7.5/8"ACTUAL PROVIDED IN LINTEL 1762 2507 (VARIES) 4010 4767 B•' NOMINAL WIDTH 727 TYPE DESIGNATION 1660 1705 2435 3171 3913 4658 5406 F = FILLED WITH GROUT/ U = UNFILLED QUANNTY OF 06 REDAR A BOTTOM OF LINTEL CAVITY 1393' 8F16-1B/1T 2110 2741 � J L NOMINAL WIDTH 505 QUANTITY OF 775 NOMINAL HEIGHT J REDAR AT TOP MATERIALS 1, fc precast lintels = 3500 psi. 2. f'c prIptros d linte��„q 6000 psi, 3. f'c gr41u = OCA sxI�''w��ff, rnaximun /8,iAggregate. 4, Co r>%�so ry'LlriFtg?(CMU)`,per A� TM `C90 w/ minimum net area compressive strenkW= 1900 psi. 5. Rebar provided in precast lintel per ASTM AG15 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1 ;Provida full mortar bend and bed joints. 2 Shore filled lintels'as required. 3, ,Inst,allatio'n of lintel must comply with the architectural and/or structural drawings. 4. Lintels°are manufactured with 5.1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting, 5. All lintels rneet or exceed L/360 vertical deflection, except lintels 17'•4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to he located at the bottorn of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Gast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9• Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6.1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load an the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel, 6, One 117 rebar may be substituted for two N5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d•away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height, 9. All safe loads in units of pounds per linear foot. (("�X o� UPLIFT GRAVITY (Sp) SMOKE DETECTOR LATERAL TYPE LENGTH --_ 8F8 1T 8F12 -1T 8F16 1T 8F20 1T 131`24 -1T432 24-1T BF28-1T --- -IT 32.1T 8U8 8178 8F82T - 81`12-2T 81`16.2T SF20.2T 8F24 -2T 8F28 -2T 8F32.2T 2'•10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'•6" (42") PRECAST- 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'•0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1870 1925 2750 3583 4422 5264 6110 4'•6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'•4" (64") PRECAST 1393' 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'•10" (70") PRECAST 1272" 1357 1930 2505 3084 3665 4241 418 418 1272 1315 1875 2441 3010 3583 4157 6'•6" (78") PRECAST 1141" 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7' 6" (90") PRECAST 959' 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2'197 3245 9' 4" (112") PRECAST 801" 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'•6" (126") PRECAST 716' 49a 793 10271261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 (136") PRECAST 666" 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'•0" (144") PRECAST 607" 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 (160") PRECAST 500" 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'.0" (168") PRECAST 458" 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14',8" (176") PRESTRESSED 243 295 459 591 724 857 990 N R 357 243 352 582 852 1156 1491 1742 15'-4" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 226 329 542 791 1072 1381 1676 17'4" (20$") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19' 4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'•4" (256") PRESTRESSED 145 IB6 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'•0" (264") PRESTRESSED 140 leo 268 343 418 493 568 N R 161 137 205 322 457 607 771 947 24'-W (288") PRESTRESSED IV 165 244 312 380 1 447 515 N.R. 135 124 186 290 408 538 680 833 -htUUUL VALUC OT G:1 io I— vnnu 111 -1 8" PRECAST W/ 2" RECESS DOOR U•LINTELS 8' PRECAST W/ 2' RECESS DOOR U•LINTELS" o� GRAVITY (Sp) SMOKE DETECTOR UNLESS OTHERWISE NOTED LATERAL LENGTH TYPE8RU6 URF6-IT 8RF6-2T 8RF608 BRF1008 aRF14OB SRF18-0p SRF22-OB 8RF26U8 8RF3008 eRF61D 8RF1P1B EIRF14-1B BRF18-IB BRF221B 18RF264B 8RF301B 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 1 4929 1 5904 6a80 1827 3412 4982 6472 7947 9416 10878 4'-6 (54") PRECAST 1357 1449 2182 2714 3600 M181 5375 5264 1702 3412 49a2 6472 7947 9416 10878 5'•8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4674 6472 6516 5814 5839 5'•10" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 5411- 6.8" ' ($U") PRECAST $22 901 1fi77 2933 2576 3223 3872 1522 907 1677 2933 4100 6730 8177. 5707 7'•6" '(90") PRECAST 665 761 1377 2252 195E 2M151 2941 3439 764 1377 2329 3609 5492 6624 5132 9'•8" (116") PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 1 3595 2875 8' PRECAST W/ 2' RECESS DOOR U•LINTELS" *REDUCE VALUE BY 15%, FOR GRADE 40 FIELD REBAR 2 X 4 CONT. PERMANENT LATERAL BRACING W/2 - 12d @ EA. WEB MEMBER Z A A} UIMU. t4Rv01) URnviivv NAILED TO OPPOSITE SIDE OF WEB HIP ROOF W / 2 -12d NAILS @ EACH WEB MEMBER GABLE ROOF 16'0" MAX. 16'0" MAX, .s• FROM HIP GIRDER TO 'X' BRACING BETWEEN 'X' BRACING I _. r __ ---- ----------- I LATERAL BRACING _ 'X' BRA INO (TYPICA) (TYPICAL) I NOTE: ALL BRACING TO BE STUD/UTILITY GRADE SPF OR BETTER TYPICAL PERMANENT TRUSS BRACING DIAGRAM NTS R-19 INSULATION OR HIGHER WITH MOORE BAFFLES 1/2" P.T. NAILER / 1/2" DRYWALL, 5d NAILS 7" O.C. EDGES 12" O.C. FIELD CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S.G.D. WINDOW STOOL 1 X 2 P.T FURRING A-1 FOIL INSUL ON EXT BLOCK WALLS 1 X 2 P.T. BASE NAILER WOOD BASE 12 6 COMPOSITE SHINGLES INSTALLED PER MFGR. RECOMMENDATIONS, OVER /---•---- 7/16" O.S.B. ROOF SHEATHING (SEE NAILING SCHEDULE ABOVE) OVER ENG. WOOD TRUSSES, SEE ROOF TRUSS LAYOUT FOR CONNECTOR SPEC. TOP OF BLOCK. METAL DRIP EDGE 2 X 6 SUB -FASCIA - CONT. VENTED ALUM SOFFIT �CONC. FILLED "U" BLOCK W/ 145 . BAR CONT, MIN LAP 25" 3000 PSI CONC PRECAST "U" LINTEL, W/ REFER TO ROOF \�- PLAN & ELEV'S. 1 115 RE -BAR OVER OPENING (1) #5 REBAR DOWNROD FOOTING TO LINTEL (FILLED CELL) LOCATION AS SHOWN ON FLOOR PLAN MIN LAP 25", USE 2500 PSI ----- ALUM FRAMED WINDOW W/ SCREEN PRECAST CONC SILL 8 X 8 X16 CONC. BLOCK TEXTURED FINISH ON CONCRETE BLOCK I I J 100'0" F.F. -------------------- -'�'' Y►'�' -GRADE- TYP. DOWEL MIN LAP 25" TO VERT #5 REBAR SEE FOUNDATION PAGE FOR FOOTING DETAIL 1 TYPICAL WALL SECTION CONCRETE BLOCK SCALE: 3/4" = 1'0" PRECAST "U" LINTEL W/ 1•#5 CONT- IN 3000 PSI CONC. @ OPNGS. 6.0" & OVER. PRECAST "U" LINTEL ALL OPENINGS UNDER 6-0". (NO CONC OR STL. READ.) HURRICANE ANCHORS . 25" Re -Bar ACI 530 25" MIN. Lap _ LAP TYP. BOND BEAM 8"x8"xIG" K.O. ^) ) )=y A `A -r ) A A 77A A-) * " > A @ �~ LINTEL BLOCK rn 0 o a s 4 < a FILL W/3000 P.S.I. J CONC. W/1 #5 DIA. REBAR MIN. LAP 25' - (ACI 530) REBAR BOTH SIDES FOR AOPENINGS 6•0" OR MORE A INDICATES FILLED ` A CELL FROM FTR. TO ' BEAM WITH 1 #5 < A ACI 530) R MIN. LAP 25" JJJ 8" x 8" x 16" A-�� C.M.U. ) V ) A TYP. DOWEL 25" EXT. ABOVE SLAB < (ACI 530) Z Aa p^ � A� D 0 o p saA n n� A n n n 4 Q A A A TYP. MONO. FTG. SEE FOUNDATION PLAN W/2 #5 DIA. REBAR CONT. MIN. LAP 18" (ACI 318) FOR LOCATIONS MIN. 12" BELOW GRADE TYPICAL BLOCK WALL/REINFORCEMENT SCALE: 1/2" = 1'•0" WI TO 0£31.. COORS ELECTRICAL PLAN NOTES: UPLIFT (Sp) SMOKE DETECTOR UNLESS OTHERWISE NOTED LATERAL --z-`"----.-_ LENGTH - TYPE URF6-IT 8RF6-2T 8RF10.1T 8RF10 2T eRF14-1T aRF14 2T BRF18-1T BRF18-2T 8RF22.1T 8RF22.2T BRF26-IT BRF26 2T aRF30-IT 8RF30 2T 8RU6 8RF6 4' 4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5a25 932 932 1244 1519 2339 3110 4008 4850 5696 4'•6" (54") PRECAST 1192 1507 2311 3121 3937 - 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'.8" (68") PRECAST 924' 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'•10" (70") PRECAST 896" 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'•8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 7'•6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'•8" (116") PRECAST 533' 433 808 1123 1413 1704 1995 516 614 533 1 527 1 1009 1369 1728 12088 2450 *REDUCE VALUE BY 15%, FOR GRADE 40 FIELD REBAR 2 X 4 CONT. PERMANENT LATERAL BRACING W/2 - 12d @ EA. WEB MEMBER Z A A} UIMU. t4Rv01) URnviivv NAILED TO OPPOSITE SIDE OF WEB HIP ROOF W / 2 -12d NAILS @ EACH WEB MEMBER GABLE ROOF 16'0" MAX. 16'0" MAX, .s• FROM HIP GIRDER TO 'X' BRACING BETWEEN 'X' BRACING I _. r __ ---- ----------- I LATERAL BRACING _ 'X' BRA INO (TYPICA) (TYPICAL) I NOTE: ALL BRACING TO BE STUD/UTILITY GRADE SPF OR BETTER TYPICAL PERMANENT TRUSS BRACING DIAGRAM NTS R-19 INSULATION OR HIGHER WITH MOORE BAFFLES 1/2" P.T. NAILER / 1/2" DRYWALL, 5d NAILS 7" O.C. EDGES 12" O.C. FIELD CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S.G.D. WINDOW STOOL 1 X 2 P.T FURRING A-1 FOIL INSUL ON EXT BLOCK WALLS 1 X 2 P.T. BASE NAILER WOOD BASE 12 6 COMPOSITE SHINGLES INSTALLED PER MFGR. RECOMMENDATIONS, OVER /---•---- 7/16" O.S.B. ROOF SHEATHING (SEE NAILING SCHEDULE ABOVE) OVER ENG. WOOD TRUSSES, SEE ROOF TRUSS LAYOUT FOR CONNECTOR SPEC. TOP OF BLOCK. METAL DRIP EDGE 2 X 6 SUB -FASCIA - CONT. VENTED ALUM SOFFIT �CONC. FILLED "U" BLOCK W/ 145 . BAR CONT, MIN LAP 25" 3000 PSI CONC PRECAST "U" LINTEL, W/ REFER TO ROOF \�- PLAN & ELEV'S. 1 115 RE -BAR OVER OPENING (1) #5 REBAR DOWNROD FOOTING TO LINTEL (FILLED CELL) LOCATION AS SHOWN ON FLOOR PLAN MIN LAP 25", USE 2500 PSI ----- ALUM FRAMED WINDOW W/ SCREEN PRECAST CONC SILL 8 X 8 X16 CONC. BLOCK TEXTURED FINISH ON CONCRETE BLOCK I I J 100'0" F.F. -------------------- -'�'' Y►'�' -GRADE- TYP. DOWEL MIN LAP 25" TO VERT #5 REBAR SEE FOUNDATION PAGE FOR FOOTING DETAIL 1 TYPICAL WALL SECTION CONCRETE BLOCK SCALE: 3/4" = 1'0" PRECAST "U" LINTEL W/ 1•#5 CONT- IN 3000 PSI CONC. @ OPNGS. 6.0" & OVER. PRECAST "U" LINTEL ALL OPENINGS UNDER 6-0". (NO CONC OR STL. READ.) HURRICANE ANCHORS . 25" Re -Bar ACI 530 25" MIN. Lap _ LAP TYP. BOND BEAM 8"x8"xIG" K.O. ^) ) )=y A `A -r ) A A 77A A-) * " > A @ �~ LINTEL BLOCK rn 0 o a s 4 < a FILL W/3000 P.S.I. J CONC. W/1 #5 DIA. REBAR MIN. LAP 25' - (ACI 530) REBAR BOTH SIDES FOR AOPENINGS 6•0" OR MORE A INDICATES FILLED ` A CELL FROM FTR. TO ' BEAM WITH 1 #5 < A ACI 530) R MIN. LAP 25" JJJ 8" x 8" x 16" A-�� C.M.U. ) V ) A TYP. DOWEL 25" EXT. ABOVE SLAB < (ACI 530) Z Aa p^ � A� D 0 o p saA n n� A n n n 4 Q A A A TYP. MONO. FTG. SEE FOUNDATION PLAN W/2 #5 DIA. REBAR CONT. MIN. LAP 18" (ACI 318) FOR LOCATIONS MIN. 12" BELOW GRADE TYPICAL BLOCK WALL/REINFORCEMENT SCALE: 1/2" = 1'•0" WI TO 0£31.. COORS ELECTRICAL PLAN NOTES: ELECTRICAL LEGEND (Sp) SMOKE DETECTOR UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR SINGLE POLE SWITCH FLOOD LIGHT TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) t2 DOUBLE POLE SWITCH t3 THREE-WAY SWITCH KITCHEN 44" AFF BATHROOM 39" AFF- CEILING FIXTURE o CEILING FAN LAUNDRY IROOM 36" AFF EXTERIOR WATERPROOF 12"AFF 110 VOLT DUPLEX OUTLET GARAGE GENERAL PURPOSE 42" AFF GROUND FAULT INTERRUPT RANGE 2" AFF ( WP WATER PROOF W/ GROUND FAULT 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 220 VOLT OUTLET DOOR BELL CHIMES U DOOR BELL 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. TV T.V. CABLE OUTLET DISp p DISPOSAL -44 TELEPHONE GABLE OUTLET H RECESSED LIGHTING � J THERMOSTAT IERJ GARAGE DOOR PUSH BUTTON �� WATER PROOF `p RECESSED LIGHTING UNDER CABINET LIGHTING Aft BATH FAN -(� BATH FAN W/ LIGHT 4'x8' SHEETS 1/2" CDX WALL BELOW PLYWOOD OR 7/16" OSB (TYPX - --- - - - _ CA 8 W J M < 2 q' F �!) STAGGER END JOINTS @ FRAMING MEMBER (3� TYP. H - CLIP, EA. JOINT BETWEEN EA. FRAMING MEMBER TYP. LOOKOUTS @ EA. JOINT & 24" Q.C. TYP. MIN. PLYWOOD WIDTH 12" U TYP. NAILING 6" O.C, EDGES & 12" O.C. INTERIOR W/8d COMM. (D TYP. NAILING 6" 0 C. @ HIPS & SUBFASCIA W/8d COMM. 0)' TYP. NAILING 3"_G,:C, @ VALLEYS W/8d COMM. ROOF DIAPHRAM NAILING SCHEDULE TYPICAL NO SCALE REVISIONS AREA ANALYSIS Addition 760 S. F. � AJ../ Q . C V) CL_ Q Lo_1 Lij JI z # Ld 11- O C ren V) p w a o �: V) -,j c MCOm O E On'0 V) Ca W CL U' m + (7" a' L6 V) + < C1 O J tip- i •r J 4J _ V7 OJ U N O O J c �ULI�m r U h O)-9 V) vi V) N J G <y O Q 0- E 0- -aa. - J O m iti + Q c Q Op -z7 OQ U) m O (nV)alp>00 1p (n Ld O i - CTN3 D p V) LLJ C� m c � � w c V O �D m L :3 p U O I -r7 Z W rut M W U 0 Ld c+� 4°�d N Ld O C C + Q 0) C -n J n c 00 (!9 1 @�Eo_11 ' O_' W ate- ,y4C E U V) H- L t) m C) �.�� 00 7 -0 CU IDDZ V) v_1'�'0° U q1) CI1 J P (�) N W Cly f--- �-- 00� U LL_ M m Cr, J � (Z X _O LL. - '- o O I- �. ? N q> N . 4- 0 60 `y, O _QOM 0co _C o U) o v- `-•I N O -0 (y) CL CL a o a ! SHEET NO. OF LAST PLOT DATE: April 14, 2004 P. I,