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HomeMy WebLinkAbout2025 S Summerlin AveCITY OF SANFORD PERMIT APPLICATION Permit It: NO-_, �S� Date: �� Job Address: ,Z (z) Z 5 5 �l wt r� �= 2 L'i +� �?• V t— S � rJ (=o P -D r �=„ (. `; -7 41A Description of Work: rL (3L= � 20 o r (S(j AT- K 2---oVtS S A 1- 10 0 p^ Historic District: Zouhtg: Value of Work: $_ Permit Type: Building kZ. Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: It of Fixtures Flun►bing/NeNv Residential: N of Water Closets Occupancy Type: Residential . Commercial Mechanical Plumbing Fire Sprinkler/Alarm— fool - Addition/Alteration _ Change of Service Temporary Pole _ Replacement .-- New __ (Duct Layout & Energy Calc. Required) I/ of Water & SeNvcr Lincs # of Gas Lines Plumbing Repair - Residential or Commercial _ Industrial 'Total Square Footage: Construction "Type: it of Stories: -- It of Urvelling Units: ___-` Flood 'Gone: A %� (FEMA form required for other than X) Parcel tl: l_ r �U I ~ l 3��_- O (�" (Attach 1'roo(of Ownership & Legal Description) Owners Name & Address: K A - -r_ Z, -L5 S, 5qu- Q -RL(tJ AJC 5'Pr�CoRD�(��. ' z�-72 ( 'home: 4-F�3_. a�-7 Contractor Name & Address: no. & Fax: 00 I - M- D 77 - Z 1 9 Contact Person: Boudiug Company: - Address: _- Mortgage Lender: Slate License Number: EYS 61_------ - Yhuuc: Address: Architcc Engineer; t'houe: � 'n Address: ----�- ia-r2`I• Fax: — _...._ Application is hereby utade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has com menccd prior to the issuance of a permit anti that all work will be perlbrncd to meet standards of all laws rcgulatiug construction in this jurisdiction. I miderstand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER'S AFFIDAYIf: I certify that all ofthe foregoing irrfcirnation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILUKE TO RECORD A NOTICE OP COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVENIENTS "10 YOUR PROPERTY_ lF YOU IN'FEND TO OBTAIN FINANCING, CONSULT' WITll YOUR LENDER OR AN ATTORNEY BEFORE RE-COKDING YOI1R NO'IICE OF COMMENCEMENT. NO"fICF.: In addition to (hc requirements of this pcuuit, there way be additional restrictions applicable to this property that may be found iu the public ncgrds oC this onunty, and there may be additional permits required lion other govertntemtal entities such as water nnmagentcut districts, state agencies, or ledeml agencies. Acceptance ofpc Rit is verification thatI it nomty tlrc owner of the property of the re<luircmcuts of Florida Lien Law, FS 713. Al Srl nature,( Owncn %gent Date Sigualmc r C flit ret r, Agent Date Alitb2.r L 1 0caned gent's NautePrirtractodrl cnt's Nave Signature of Notary -State of Florida Drys••'. Signature of otary-State of Florida Date A24 ••••••�•'••••••• Owner/Agent is �_ Personally Kao to ;C'onttactor/Agent is -- Pclwilly Know le or -- Produced IU _- -. loot•.f••rp'A;�.•`'• _ Produt�ID / %q4 uH pN••• ��r� APPLICATION APPROVED BY: Bldg:-\'� ��.•••••••• -- L r (Initial & Date) (hung & Date) (Luival K Date) - (initial &Date) Special Conditions: r%S'_!-- _. ._ ..._ F,1 <,..If, tr.l,• _1 -ti, Ct?:Y .h.,l - CR\ 4Ur.4166.1U])I Legal L scriptir�rl Z,nt,S 12 crrid the South 4.0 feet of Lot 11, Block 13, BEL --41R, oc(;�rlyding to* the plat ther^eOf, as recnrclelI ill Plot Book ' 3, Pnge(s) 79 k. artcl 79-(„ of the. Public Records qJ Serrllrlole (_ aunty, FL. /,// 1 .T` "nnrrrntrrt.7 number: ?()'?ct ,�'arrc�l: 0045�4 b .S�rt f f z v: E FI R. tt1 Date: 4,'17-`199- 1� lood Zona 1 Date cif field work: /2- /2005 Completion )nte. _3,�? li' 005 Y- Certified ter: nl.i r Bntel'1n,, i ,Mafi Title u( LeI.,c nd, LLC.: Commonwealth nwealth Land fide Insurance ('c.�)rripcu vFremont lrwestruent Lcaan, its" u(recsar,.4 (117{1,or 75.00 ' ONLINE 6 'CLF . 0.2 'OFF v v v v v v\ — FIR `1124j FIR 1j2 (-.0'0— I 6 M'000 FENCE 3.0 OFF I I i' cr G �1.�. C i I 31,12" .......... .. ------ POR7701VI \ vM OX C 1 V/ LOT '11 to Q [ r LOT IJ kEt(��IIDFR ?LOCK T3 LOT 1 1 I 52.0' BLOCK I3 ONE :STORY . \ o RFSIOEN(; E c', I 2025 r I c I `l 75.00'(M)I i SIR '112 „ zaeu. roarnrs�n�a�nrngn FIR 1/2 FIR 112" Prof ert,vAdchvlcs: '105 South .,Srld171171e1'hn,—l1'erme snr7 f�)rd, FL J' -?7.1'1 Slfr"C"l'1' !t(llil,t Cr: qtr. ,,.41 5 (;�E;�;F'ti_-�.L, Vit::►"['F: i R tc, r.ecoros _. T- rrtcis snoo,n.ne,eon ,Vere not abstrartedfor easements or outer recorded, enctnnhrarices —c}— Wire Fence E .i :a F. N. Found Nail Z c'overecf Area • Property Corner B.R. Bearing Reference R. Record CFI Chord M Field Measured RAD Radial �[ Clear N. R, Non Radial ENCR EncruachimerQ A/C Air conditioner LL Centerlinf> B.M. Baruch Mark P.0.L r l`rr iP Ifl .alculated H Pi0Cie' 1 [trlc, ZZZZ Blc,ck Wall C M. Co v'F r,inri,rl�r ,'antral An(fle/Delta F.I:R. Fc,l::,' for Rod ';.B Deer{ book F.LP. Pn.,r r ifn'. Aloe .J •Desciiptian oi- Deed R/W Rn f n. Va+. 4'}.H. Drill Hole N&D \L_� D,V\, Drivevvay D.E. � age Easen en? ESkilT Easement { L). E. .!iv casement R.levation FD. I ;Iid F.F. Finished Floor Prof ert,vAdchvlcs: '105 South .,Srld171171e1'hn,—l1'erme snr7 f�)rd, FL J' -?7.1'1 Slfr"C"l'1' !t(llil,t Cr: qtr. ,,.41 5 (;�E;�;F'ti_-�.L, Vit::►"['F: i R tc, r.ecoros _. T- rrtcis snoo,n.ne,eon ,Vere not abstrartedfor easements or outer recorded, enctnnhrarices 0. R. B. Official Recc)ids Bo., not shov\/n on the i --flat. R( -.P. Permanent Control -l� d, .. 3. UndergrOund portions of footings, foundations or other improverncr,ts were r,cit lm:ated. PR.M. Permanent Refeien :E P;ar,riument q. Wail ties are to the face of the wall, PG. Page 5. Only Visible encroachments located. PVMT. Pavement 6. No identification fot_ind on property corners unless noted. P. 13, Plat -Book T. Dimensions shoc,mi are l:lat and rneast_ired unless otherwise n<-Ired Ro,B. . Point of 13,eginninq g. Elevations _ hrr - r 9` � le ,rttons ii � .v. at based upon N �:✓.D. 1 iZ) i_tnl ,s PO.0 Point of ratnnlGn'ail'G 9 . ?dlomit,q ioT ,{,::,: F olo(l , unless nTlter,+r;G M . P.0.L Pointon Line Ifl ; - l.�i 'f s_ noTPd Mi AS BUl SURJE F'C. Point of C.urvat�n•� L I 1rJ a;./7 .. -1:C+ ,.. } '^IG �l II er It ,j r; . P.R.C. Point of Reverse < + P. T. Point of Tangency a'rtor_tlo no., na e e ; u:;' .ctr flood R. R.0.E. Radius (Radial Roof Overhang Fa,- jn Cled J\ \OtV _rs S.I.R. Set'Irort R.od` a � } r :.;pproxim� 1 lef fail1ST , jan vpr tE ;,ropriate SAN Sie Sidewalk. TUB. Top of Bank � J i'",zbtu:" F:'.,.a.. .:. ..;, ... � .. l.... •.✓ .g•.... '.. ,.j .:z� .., .Y .. ',. -... ..; �. 0. £;4 370 wavUl atdi out L a k c N-1ary. FL 32 146 Vc.)tcc 10 6818... T 631 Fax 40 -, .(j88 r.69J. :Legal Descripfiort Lryl,' 4 12 ariiEl the S'ntrtL� ? J: (> fejt ref' %ot. 11, Block 1-3 BEY --,nl1l.Z, ' ., .. � - , � �•.. Mat. .. nc. ,c�rcli r to the, Plat tl�ei•egf, yrs i e.co dee ii7 1 at E3nc�k;; 3, f'oge��) > c,, � yl iii r rn s P,.r _ .n_:L i_ - 'r� 4 2 It 5 REBAR - RADS FINISH GRADESIL 0 oa s, f+ Op 16" _ 1 TYPICAL, FG DETAIL I OPTIONAL, MONO, FTC DETAIL BEARING SCALE: 1/2" _ .L'0 � BSA INCA 4" SLAB - - F.F. PORCH 4" 100'-0" FIN. FLR. step down 61 u� 0 " nim LU 11 cn E?C15TINC:T FLOOR LAYOUT ani w 'Qo) Q u l -q�� Q) l) Q) '' 0 06 _O CLo It CL m 0 -INDICATE8 A CONCRETE_ FILLED r n > CELL. OF 8" C.M.U. WALL WITH � � - '- - - � ,o 0 1J Q) ,. (1)-+'5 41 RI=HAR VERT. CONT. FROM 5H-33 I' FOUNDATION TO 5OND f3EAM• �f AR O pEL R1; N ORCING EAF25 54 X38 • THICKENED EDGE - PORCH STEP DOWN (3 L r NON(4) BRG SC: 1/2" = 1'0" SCALE: 1/2" = 1'0'.` "Wsathermaster" Windows and 61. CSI. Poor cn t v 4" RI CE55 rIL.L. IN AND IN5TAL,L ' U (3ee Fdn. Plan) F.F. FOUNDATION DETAIL (13 SECTION @SHOWERSCALE: 1/2" 1,0,, SCALE: 1/2 ^ 1'0 XT ERIOR DOOR . 4 LUINDOW OPENING 5CHEF.)ULE Wind (1`6F) LINTEL INFO, No, Descrfpt(on Types PrEseureRough PE51GN• �.. TN Opening I� DOOR. (4) 28(o8 1.5, +25,9 / -28,1 5F16 IF3/IT 4'-4" 35-1/2" LO x 02-1/8" OWINDOW (4) 25 514 +25:9 / -28.1 aF-16 IB/IT 4'-&" 31-3/4" x 63" WINDOW PR 24 5H_. +24.1 / -32.4 599, IF3/IT f'-ro" 15" x 50-5/8" 0 � v ,4REA ANALYSIS TOTAL 1408 5,1=, I FROM HIP GIRDER TO X BRACING BETWEEN 'X' BRACING I I I --------------------- - -- - - -- - - - - ---- - � III �'�. r ,� LATERAL BRACING X BRA( ING (TYPICA ) (TYPI AL) NOTE: ALL BRACING TO BE STUD/UTILITY GRADE SPF OR BETTER TVDIOAI DCD�%IAnICnIT TDI 100 �9 �- 0 O 11 1-411 ADDITIONEXISTING: NORTH EL-EVATION � F=A5T ELEVATION a� �u -r. 0Fl~ RIDGE vENTS Q 0 r � W N V 0® 0® GEMENTITIQU,0 COATING - 25 5F! J&H 25 5H , (L .—. _. _ . — — _.-_ ._._ r 2881.5. 28h8 1,5. W o Q (Y Q) p I -t- I I -t- t� I 5OU I t'�'t EJ—EV, I -! -C O u X15TINC� ADDITION I Iy 0�� 0 acv U cn r 4'x8' SHEETS 1/2" CDX 4 WALL BELOW a <i PLYWOOD. OR 7/16" OSB ("i•YP:j\. 0 m Q B Ld a I ¢ 12 - z - c� 0F=v O �1 p c- 3 ,� - 6 6 0 m U I-- 16 L 0 ld Q � W QQ STAGGER END JOINTS @ FRAM,ING MEMBER — U Q TYP. H - CLIP, EA. JOINT BETWEEN EA. FRAMING MEMBER _� S�1 0 �L'�; - © TYP. LOOKOUTS @ EA. JOINT & 24" U.C. ? r Q N m ' TYP. MIN. PLYWOOD WIDTH 12" I _ O1 0 (P W fl M 'TYP. NAILING 6" O.C. EDGES & 12" U.C. INTERIOR W 8d COM: I / —W W= ® TYP. NAILING 6" O.C. @ HIPS & SUBFASCIA W/8d COMM. I Q� l ® TYP. NAILING 3" O.C. @VALLEYS W/8d COMM.I U Q Q O 1 tt I- Q) a) m csJ 9 0 U ROOF DIAPHRAM NAILING SCHEDULE I -� �,4 L " o 1101 Q NO SCALE ICU TYPICAL � Q � �CL I - 2 � � m p N� u _ f - 2 X 4 CONT. PERMANENT LATERAL BRACING W/2 - 12d @ EA. WEB MEMBER 0 CR055 SECTION o o Qi a� 2 X 4 DIAG. CROSS BRACING NAILED TO OPPOSITE SIDE OF WEB r HIP ROOF W / 2 -12d NA!LS @ EACH WEB MEMBERALJ GABLE ROOF +� 1610" MAX. 16'0" MAX _ 0 � � FROM HIP GIRDER TO X BRACING BETWEEN 'X' BRACING I I I --------------------- - -- - - -- - - - - ---- - � III �'�. r ,� LATERAL BRACING X BRA( ING (TYPICA ) (TYPI AL) NOTE: ALL BRACING TO BE STUD/UTILITY GRADE SPF OR BETTER TVDIOAI DCD�%IAnICnIT TDI 100 �- 0 m r � W J F }. r SAFE LOAD TABLES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U -LINTELS 8" PRECAST 4 PRESTRESSED U -LINTELS r OP TYPE OF CONNECTION LOCATION UPLIFT GRAVITY ALL TRUSSES TO MASONRY ALL MASONRY/TRUSS LOCATIONS LATERAL LENGTH Tl'PE SUB BFB -OB OFI2-OB BFI& -0B 8F20.05 BF24-0B BF28-OB OF32-015 OFS-I5 8F12 -IB 8FI6-I5 8F20 -IB BF24-IS BF28-IB 8F32 -IB 2'-10" 134") PRECAST 2302 31664413l 6569 6039 1526 9004 10417 11936 3166 4413 6039 1526 9004 10412 11936 3'-6" (42") PRECAST 2307 31315 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 9004 10412 11936 4'-0" (48") PRECAST 2029 2326 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 9004 10412 11936 4'-6" (54") PRECAST1651 4161 1181 1913 2651 3403 4149 4896 5644 2110 4011 6039 1526 9004 10412 9668 5'-4" (64") PRECAST 1184 Iso 1301 1609 2311 2826 3336 3846 1666 2689 9091 6096 5400 6424 1450 3084 (10") PRECAST 9'12 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 9280 6122 3290 (18") PRECAST1255 S3,1 1141 1182 1686 7192 7103 3 3132 2101 3263 2146 3358 3911 4585 1259 2101 3396 9260 1134 8998 6890 1'-6" (90") PRECAST 161 1029 1615 2385 1994 2439 2686 3333 1029 1615 2610 3839 5596 6613 5041 9'-4" (112") PRECAST632 513 (126") PRECAST 1049 1469 1210 1482 1154 2021 168 1112 1818 2544 3469 4030 3111 10'-6" (126") PRECAST 456 482 807 1125 915 1122 1328 1535 668 1026 1514 7081 2714 3130 2404 II' -4" (136") PRECAST 445 590 935 1365 1954 2355 1193 2019 890 938 1365 1954 7441 3189 4044 12'-0" (144") PRECAST 414 549 964 1254 1689 2014 1510 1818 955 864 1254 1693 2211 2632 .1"0 13'-4" (160") PRECAST 362 421 126 1028 1331 1635 1724 1418 485 148 1016 1438 1855 2343 2920 14'-0" 068") PRECAST 338 3al 646 919 1190 1462 1081 1260 455 100 1003 1395 1114 2153 7666 553 (116") PRESTRESSE N•R• NR NR NR NR NR NR NR 465 165 1310 7045 2610 3185 3169 Sal (184") PRE5TRESSEC N.R. NR NR NR NR NR NR NR 420 698 1280 1895 2310 2890 3410 11'4" (208") PRESTRE85EC N.R. NR NR NR NR NR NR NR 310 530 550 14001 2 200 0 2NR 19'-4" i (232') PRESTRESSEC N.R. NR NR R NR R0 NR 418 40 400 150 40 1720 2NR INR I 7030 21'-4" u (256) PRESTRESSE N.R. 1 11 NR NR R0 300 NR NR 183 330 610 940 1340 1180 2110 22'-0" (264") PRESTRESSE N R NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-O" (288") PRE6TRESSEC N,R. NR NR NR NR NR NR NR 130 140 410 170 1030 1350 1610 8" PRECAST 4 PRESTRESSED U -LINTELS •RtOUGt VALUt CT l rum GKAVG — r'i K—AK 8" PRECAST W/ 2" RECESS DOOR U -LINTELS r OP TYPE OF CONNECTION LOCATION UPLIFT CxRAVIT`r' ALL TRUSSES TO MASONRY ALL MASONRY/TRUSS LOCATIONS LATERAL TYPE LENGTH 8F8 -IT BFI2-IT BFI6-IT OF20-IT 8F24 -IT BF28-IT 8F32 -IT 8U8 8F8 BFO -2T 8FI2.2T BFI6.2T aF20-2T BF24-2T 8F28 -2T BF32-2T 2'-10" (34") PRECAST 2121 2818 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 $190 6401 1630 8851 3'-6" (42") PRECAST1251 2165 2289 3260 4231 5219 6204 1192 4481 1251 2165 2719 3165 1 4125 5091 6061 1036 4'-0" (48") PRECAST 818 989 2832 3680 4932 5381 6745 938 938 IBIS 1925 2150 3583 4422 5264 6110 4'4" (54") PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4656 9406 5'-4" 164"J PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 3223 (10") PRECAST'418 1212• 1351 1930 2505 3084 3665 4241 161 418 1212 1315 1819 2441 3010 3583 4151 1958 118") PRECAST 1141• 1200 1133 2250 2169 3290 3812 101 881216 _ 1141 1182 1686 7192 7103 3 3132 1'-6" (90") PRECAST 959• 912 1415 1914 2354 2191 3240 591 651 990 1029 ;466 1901 2351 2191 3245 9'-4" (112") PRECAST BOP 617 980 1269 1560 ;852 2144 454 6:S0 1501 155 1192 1550 1910 2211 2634 10'4' (126") PRECAST 116• 498 193 1021 126; 1496 1131 396 493 116 all 1039 1389 1111 2034 2358 II' -4" (136") PRECAST 666• 439 696 699 1104 1309 1515 363 556 666 535 905 1295 1999 1896 2198 12'-0" (144") PRECAST 601• 400 631 016 1001 1186 1317 340 494 631 486 818 1209 1514 1199 7086 13'-4" (160") PRECAST BOO, 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 IB9l 14'-O" (168") PRECAST 458• 316 493 635 118 922 1065 286 360 548 318 629 922 1754 1561 1816 14'-8" (116") PRESTRESSED 243 295 459 591 124 851 990 N.R, 351 243 352 582 852 1156 1491 1142 I5'-4" 1184") PRESTRESSED 728 218 430 553 611 801 WE, N R 321 228 329 542 191 1017 1381 1616 11'-4" (208") PRESTRESSE- 188 236 361 464 Sal 610 114 N,R, 255 IBB 216 449 649 814 1121 1389 19'-4" (232") PRESTRESSE 165 201 313 401 490 515 661 N,R, 204 165 239 383 5SO 136 940 1460 21'-4" (256") PRESTRE55E 145 86 718 356 433 512 990 N,R, 112 142 212 336 411 635 807 993 22'-0" (264") PRESTRIESSEC 140 ISO 268 343 418 493 568 N.R. 161 131 205 322 451 601 111 941 24'-0" (288") PRESTRESSE 1 11 65 744 312 300 441 519 N,R, 135 124 186 1 290 1 408 536 680 833 •RtOUGt VALUt CT l rum GKAVG — r'i K—AK 8" PRECAST W/ 2" RECESS DOOR U -LINTELS e" PRECAST W/ 2" RECESS DOOR U -LINTELS r OP TYPE OF CONNECTION LOCATION META 16 CxRAVIT`r' ALL TRUSSES TO MASONRY ALL MASONRY/TRUSS LOCATIONS O, LENGTH TYPE8RF6-OB 8RU6 TYPE ORFIO-OB 8RFI4-05 BRFIB-OB ISRF-22-OB 8RF26-OB 6RF30-O 8RF6-IB BRFIO-IB ORF14-IB ORFIS-IB BRF22-I8 8RF26-I5 SRF30-I8 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1821 3412 4982 6412 1941 9416 10818 4'-6" 154") PRECAST 1351 1449 2182 2114 3600 4481 5315 6764 1102 3412 4982 6412 1941 9416 10818 5'4" (68") PRECAST 185 831 1602 1550 2058 2566 3015 3585 1153 2162 4014 6412 - 6516 5814 6839 5'-10" (10") PRECAST 135 119 1500 1449 1924 7400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'4" (80") PRECAST 822 901 1611 2933 2516 3223 3812 4522 Sol 1611 2933 4100 6130 8111 6101 1-6" (90") PRECAST 665 161 1111 2257 1958 2451 2944 3439 164 1311 2329 36,013 5492 6624 5132 9'-B" (116") PRECAST 311 420 834 1253 loll 342 618 1886 535 928 1491 2119 2618 3595 1 2815 e" PRECAST W/ 2" RECESS DOOR U -LINTELS "REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 2 X 4 T -BRACE IF 1/16" OSB OR 15/32 CDX PLYWOOD REQUIRED BY TRUSS SEE NAILING SCHEDULE ON ROOF MANUFACTURER — TRUSS LAYOUT • \ 16" TVP. 1/16" OSB SHEATHING NAIL W/8d COM 6"OC EDGES, 12" OC FIELD TRUSSES 024"OC II GABLE TRUSS NAILED W/12d TO 2X6 PLATE 0 12" OC 2X6 PLATE ANCHORED TO�' BLOCK W/ 1/2" A30 TAB \-TAP 16, 48" OC MAX. W/2" WASHER a 24"OG - W/4-I0d NAILS 8" CMU WALL - I GAMLE ATTACHMENT r OP TYPE OF CONNECTION LOCATION META 16 UPLIFT ALL TRUSSES TO MASONRY ALL MASONRY/TRUSS LOCATIONS O, LATERAL TRUSSES TO WOOD LENGTH8RU6 TYPE 8RF64T 8RF6-2T BRFIO-IT ORFIO-2T 8RFI4-IT 8RFI4-2T 8RF18-I17 BRFIB-2T 8RF72-IT 9RF22.2T 8RF26-IT 8RF26-2T BRF30•Ii 8RF30-2T 8RF6 4'-4" (52") PRECAST 244 513 2413 3260 4112 4961 5875 932 932 1244 1519 2339 3110 4008 4850 5696 4'-6" 154"J PRECAST 1192 1501 2311 3121 3931 4156 0511 853 853 1192 1455 2240 3036 3631 1 4643 5453 5'-8" (68") PRECAST 924• 1112 1195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2910 3603 1 4230 5'-10" (10") PRECAST 896• 1138 1142 2352 2965 3581 4198 469 469 896 1099 1690 2266 2891 3491 4106 6'-8" (80") PRECAST 118 882 1513 2042 2513 3101 3642 830 11::10 � -Il8 956 1468 1981 2509 3035 3563 1'4' (90") PRECAST 688 691 325 Bip 7280 2153 3221 110 41 668 849 1 1302 1162 2225 2690 1 3151 9'-8" (116") PRECAST SM. 433 808 1123 1413 104 995 516 14 533 521 1009 1369 1128 7008 2450 "REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 2 X 4 T -BRACE IF 1/16" OSB OR 15/32 CDX PLYWOOD REQUIRED BY TRUSS SEE NAILING SCHEDULE ON ROOF MANUFACTURER — TRUSS LAYOUT • \ 16" TVP. 1/16" OSB SHEATHING NAIL W/8d COM 6"OC EDGES, 12" OC FIELD TRUSSES 024"OC II GABLE TRUSS NAILED W/12d TO 2X6 PLATE 0 12" OC 2X6 PLATE ANCHORED TO�' BLOCK W/ 1/2" A30 TAB \-TAP 16, 48" OC MAX. W/2" WASHER a 24"OG - W/4-I0d NAILS 8" CMU WALL - I GAMLE ATTACHMENT TYPE DESIGNATION F . FILLED WITH GROUT / U UNFILLED QUANTITY OF -5 REBAR AT BOTTOM OF LINTEL CAVITY r 6 8IF16-15/ITI NOMINAL WIDTH —I L� pUANrITY OF •5 NOMINAL HEIGHT REBAR AT TOP MATERIAL$ I, f'c precast lintels = 3500 psi. 2, F'c prestressed lintels - 6000 psi, 3. F'c grout - 3000 psi w/ maximum 3/8" aggregate. 4, Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - I900 psi, 5. Rebar provided In precast lintel per ASTM A615 GR60, Field rebar per ASTM A615 GR40 or GR60. 61 Pre6trese111g strand per ASTM A416 grade 210 low relaxation. 1, 1/32 wire per ASTM A510, 8. Mortar per ASTM 0210 type M or 5, GENERAL NOTES 1. Provide Full mortar head and bed Joints, 2, Shore filled lintels as required, 3, Installation or 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 call reinforcing and grouting, 5. All Ilntels meet or exceed 1_/360 vertical deflection, except lintels IT -4" and longer with a nominal height of 8 meet or exceed L/180, 6. Bottom Field added rebar to be located at the bottom of the (Intel Cavity, 1, 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage, 8. Cast -In-place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. 54Feload ratings based on rational design analysis per AGI 318 and AGI 530 SAFE LOAD TABLE NOTES I, All values based on minimum 4" bearing, Exception: Safe loads For unfilled Ilntele must be reduced by 20% IF bearing lenoth Is less than 6-1/2" Safe loads For all recessed Ilntels based on 8 nominal bearing, 2, N,R. - Not Rated, 3. Safe loads are total superimposed allowable load On the section specified, 4, Sara 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 01 rebar may be substituted For two 05 rebars In 8" Ilntels only, 1. The designer may evaluate concentrated loads From the safe 1086 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, - _ - BE Lou 2443 W. Airport BIVd Ph. (407) 323-2100 Sanford FI 32771 --- Fax (407) 323-226L GENERAL NOTES DIMENSIONS ARE SHOWN IN Feet -Inches -Sixteenths FORMAT READ INTERIOR LOAD BRG WAI_' SHOWN @ HGTS NOTED DESIGN WIND LOAD IS 120 MPH WITH 10 PSI= DEAD LOAD ANY PARTY WHO GRILLS A HOLE, CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE ',EQUIRED REPAIR FOR TRUSS HANDLING, INSTALLING & BRACING SEE "HIB -91 SUMMARY SHEET OF THE TRUSS PLATE INSTITUTE (T.P.I.) BEAMS, VALLEY SETS & CONVENTIONALLY FRAMED AREAS BY BUILDER UNLESS OTHERWISE NOTED HANGERS Connections of less than 300# to be toenailed using 3-16d nails TYPICAL HEEL- ------- Pitch: 3/12 l B rg Sz: 8" O/H: 12" pl CONNECTOR SCHEDULE CONNECTOR r OP TYPE OF CONNECTION LOCATION META 16 SIMPSON ALL TRUSSES TO MASONRY ALL MASONRY/TRUSS LOCATIONS O, SIMPSON TRUSSES TO WOOD ALL FRAME/TRUSS LOCATIONS SPH 4 SIMPSON BEARING WOOD WALL DOUBLE TOP PLATE TO STUDS 16"OC INT. BEARING WOOD WALL AND EXT. WOOD PORCH WALL SPH 4 SIMPSON BEARING WOOD WALL BOTTOM PLATE TO STUDS 16"OC INT. BEARING WOOD WALL AND EXT. WOOD PORCH WALL u^' :3 � r U 0 4k L 0 O O 00 Q) VJ cl O 8F16-16/17 l� 8RFI4-16/IT N "5 REBAR AT TOP +� MIN. (U REO'D O O I-1/2" CLEAR 1.1- - C.M.U. � F N L_�' (�[ 1 (13 O z -0 � GROUT Y T 0 r Z � O '5 REBAR AT BOTTOM 0 0 p OF LINTEL CAVITY n� l)1_ BOTTOM REINFORCING 1-5/8"ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F . FILLED WITH GROUT / U UNFILLED QUANTITY OF -5 REBAR AT BOTTOM OF LINTEL CAVITY r 6 8IF16-15/ITI NOMINAL WIDTH —I L� pUANrITY OF •5 NOMINAL HEIGHT REBAR AT TOP MATERIAL$ I, f'c precast lintels = 3500 psi. 2, F'c prestressed lintels - 6000 psi, 3. F'c grout - 3000 psi w/ maximum 3/8" aggregate. 4, Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - I900 psi, 5. Rebar provided In precast lintel per ASTM A615 GR60, Field rebar per ASTM A615 GR40 or GR60. 61 Pre6trese111g strand per ASTM A416 grade 210 low relaxation. 1, 1/32 wire per ASTM A510, 8. Mortar per ASTM 0210 type M or 5, GENERAL NOTES 1. Provide Full mortar head and bed Joints, 2, Shore filled lintels as required, 3, Installation or 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 call reinforcing and grouting, 5. All Ilntels meet or exceed 1_/360 vertical deflection, except lintels IT -4" and longer with a nominal height of 8 meet or exceed L/180, 6. Bottom Field added rebar to be located at the bottom of the (Intel Cavity, 1, 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage, 8. Cast -In-place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. 54Feload ratings based on rational design analysis per AGI 318 and AGI 530 SAFE LOAD TABLE NOTES I, All values based on minimum 4" bearing, Exception: Safe loads For unfilled Ilntele must be reduced by 20% IF bearing lenoth Is less than 6-1/2" Safe loads For all recessed Ilntels based on 8 nominal bearing, 2, N,R. - Not Rated, 3. Safe loads are total superimposed allowable load On the section specified, 4, Sara 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 01 rebar may be substituted For two 05 rebars In 8" Ilntels only, 1. The designer may evaluate concentrated loads From the safe 1086 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, - _ - BE Lou 2443 W. Airport BIVd Ph. (407) 323-2100 Sanford FI 32771 --- Fax (407) 323-226L GENERAL NOTES DIMENSIONS ARE SHOWN IN Feet -Inches -Sixteenths FORMAT READ INTERIOR LOAD BRG WAI_' SHOWN @ HGTS NOTED DESIGN WIND LOAD IS 120 MPH WITH 10 PSI= DEAD LOAD ANY PARTY WHO GRILLS A HOLE, CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE ',EQUIRED REPAIR FOR TRUSS HANDLING, INSTALLING & BRACING SEE "HIB -91 SUMMARY SHEET OF THE TRUSS PLATE INSTITUTE (T.P.I.) BEAMS, VALLEY SETS & CONVENTIONALLY FRAMED AREAS BY BUILDER UNLESS OTHERWISE NOTED HANGERS Connections of less than 300# to be toenailed using 3-16d nails TYPICAL HEEL- ------- Pitch: 3/12 l B rg Sz: 8" O/H: 12" pl CONNECTOR SCHEDULE CONNECTOR BRAND TYPE OF CONNECTION LOCATION META 16 SIMPSON ALL TRUSSES TO MASONRY ALL MASONRY/TRUSS LOCATIONS MTS 12 SIMPSON TRUSSES TO WOOD ALL FRAME/TRUSS LOCATIONS SPH 4 SIMPSON BEARING WOOD WALL DOUBLE TOP PLATE TO STUDS 16"OC INT. BEARING WOOD WALL AND EXT. WOOD PORCH WALL SPH 4 SIMPSON BEARING WOOD WALL BOTTOM PLATE TO STUDS 16"OC INT. BEARING WOOD WALL AND EXT. WOOD PORCH WALL u^' :3 � r 2 S.P.F. CONST. GRADE TOP PLATE B SPLICE MIN 48" APART Ir -71 = =it II_ _ _ = Ir =1I= -jT' _„ NOTE: INSTALL 2x4 BLOCKING @ II i I II II F I I II II II EACH PLYWOOD JOINT II II I II III I I II II II II D II I II III c III II II II ® NAIL AT BASE 3" O.C. W/8d COMM. OPENING © NAIL AT TOP PLATE 3" O.C. W/8d COMM. II II II I III c III II II II © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMM. II II II I III II II II I NAIL INT. AT 6" O.C. W/8d COMM. III II II E II 1 0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMM. II II II II III II II III II II II I NO PLYWOOD SPLICE @ HEADER - NAIL PLYWOOD TO I`= =11 = 'L =1'III I II III II II II I HEADER W/8d @ 4" O.C.. OPENINGS OVER 6'-0" USE FLOOR SYSTEM SIMPSON LSTA 30 W/22 10d @ EA. END OF HEADER II —I t_ _J _ ILL_. -u II— =1:6_9 TO JACK &STUD A 2x4 P.T. BASE PLATE TYPICAL WALL SHEATHING INSTALLATION & NAILING SCHEDULE NO SCALE PRECAST "U" LINTEL W/ 145 CONT. IN 3000 PSI CONC. @ OPNGS. 6'-0" & OVER. PRECAST "U" LINTEL ALL OPENINGS UNDER 6'-0". (NO CONC_,OR STL. REQD.) HURRICANE ANCHORS 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" R-30 INSULATION WITH MOORE BAFFLES 11 11 11 11 11 11 11 11 1/ 11 A A A A A A A / 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 —i 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 ACI 530 25" MIN. LAP TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR MIN. LAP 25" (ACI 530) STD. 90 DEGREE ANGLE 3000 P.S.I. CONC. W/1 45 DIA. REBAR MIN, LAP 25" (ACI 530) INDICATES FILLED CELL FROM FTR. TO BEAM WITH 1 #5 BAR MIN. LAP 25" (ACI 530) 8" x 8" x 16" C.M.U. TYP. DOWEL 25" EXT. ABOVE SLAB (ACI 530) COMPOSITE SHINGLES INSTALLED PER MFGR. RECOMMENDATIONS, OVER 1/2" CDX ROOF SHEATHING (SEE NAILING SCHEDULE) OVER ENG. WOOD TRUSSES, SEE ROOF TRUSS LAYOUT FOR CONNECTOR SPEC. TOP OF BLOCK 8'-0" _` 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 REFER TO ROOF _ PRECAST "U" LINTEL, W/ PLAN & ELEV'S. 1 #5 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 X 16 CONC. BLOCK STRUCK BLOCK (PAINTED) 100'0" F.F. GRADE S" MIN, 12" MIN, (2) #5 RE -BAR SEE OPTIONAL TEM WALL DESIGN 1TYPICAL WALL SECTION CONCRETE BLOCK SCALE: 1/2" = 1'0" A REVISIONS AREA ANALYSIS TOTAL 1408 S,F, L I�1 ill z O Ul O u^' :3 � r U v 4k L O O O Q) VJ W z _ 0 c O -6 Q � 0 LL N ai Q) a rC / ` �m 3 v 1JJ o B 0 U m 0 0 Q 0 '� n Q) 0 tQ fl- Q r j k) *�v t+ �l U Q 0 a1 .r 173 Z -6 0 0 Z 4 0 N F- M 0 LL T uc 0�0 m 0 0 01 �QQ 0 0 G1 Q U _CE U rc "5 c I U : 6 0 S_ r 0 0 It IF_ Q z 61) 10 ��cnm LU Q)4 Q_ 13C.Ill �U -00� 2 �v�c+0T N N O (0 4 ui + CN 0 U1 E 0 U 1_p Og1.,p 0 lU 0 0 L � W _r Q 2 0 0 0 3 0 Q C.-13 D7 U D I­_Cn U l7 4 L O O _q_3 CV O O Q) W l� N +� Cmr O O 1.1- -1In Q] U N L_�' (�[ 1 M� (13 O -0 � Y T r 0 n� l)1_ LAST PLOT DATE: Apr 1 126, 2006