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2025 S Summerlin Ave 06-2454 additionCITY OF SANFORD PERMIT APPLICATION Permit It: NO-_, �S� Date: �� Job Address: ,Z � Z 5 5 �l wt r� �= 2 L'i +� �?• V t- S � rJ Fo P-D r �=„ (. `; 2,r Description of Work: rL (3L= � 20 o r (S(j AT- K 2---oVtS A 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/Nety 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 & Enctgy Calc. Required) I/ of Water & SeNvcr Lines # 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_ _Za-L5 S, 5qu- Q -RL(tJ A4C 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; .k S 'L �. rL ,�_. s 7� t'houe: � '_2 Address: __. T, 0 — ----�`�- (t{'O-p2.�•i� l�-(Zl-__lk�Qa-riL. � 2 d I`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 regulating 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 that I l omty tlrc owner of the property of the requircutcmts of Florida Lien Law, FS 713. Al Srl nature,( Owncn %gent Date Sigualmc r C flit let r, Agent Date � • b2o r L 1 0 - Print caned gent's Naute Prirtractodrl 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 -- PcliLihy Know le or -- Produced ID _- -. loot•.f••rp'A;�.•`'• _ Produt�ID / %q4 uH pN••• ��r� APPLICATION APPROVED BY: Bldg:-\'� ��.•••••••• -- L r (Initial & Date) (hung & Date) (Luival &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 79-1„ 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: 1�' ,�{: I , tt1 Date: J. 17-`199- 1� lood Zone 1 Date cif field work: /2- /2005 Completion )nte. _3,�? li' Op_5 Y- Certified ter: nl.i r Bntel'1n,, i ,Mafi Title u( LeI.,c nd, L LC•: Commonwealth nwealth Land fide Insurance ('0)" , cu vFremont lrwestruent Lcaan, its" u(recsar,.4 C111 d ,or 75. 00 ' ONLINE 6 'CLF . 0.2 'OFF v v v v v v\ — FIR `112j FIR 1j2 (-.0'0— I 6 M'000 FENCE 3.0 OFF I I i. cr G �1.�. C i I 31,12" .......... .. ------ POR7701V I \vMOX C 13t,f LOT '11 to Q [ r LOT tJ kEt(��IIDFR I ?LOCK T3 LOT 1 1 I 52.0' BLOCK I3 ONE :STORY . \ o RFSIOEN(; E c', I 2025 r I `l 75.00'(M) I i SIR l j2 „ zaeu. roarnrs�n�a�nrngn FIR 1/2 FIR 112" —c}— Wte Fence E .i :a F.N. Found Nail Z c'overe(f Area • Property Corner B.R. Bearing Reference R. Record CFI Chord M Field Measured RAI) Radial �[ Clear N.R. Non Radial ENCR EncruachimerQ A/C Air conditioner L[ Centerlinf> B.M. Bench Mark r l`rr iP .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 ';.8 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 Easeinen? ESkilT Easement { L).E. .iiiv Fasemenr R. levation FD. I ;Iid F.F. Finished Floor Prof ert,vAdchvlcs: '105 South .,Srld!l1111e1'hn,—l1'erme snrl f�)rd, FL . ? 7 7 l Slfr"C"l'1' !t(llil,t Cr: tr. ,,.41 5 (;�E;�;F'ti_-�.L, fit::►"['F: i R tc, r.ecoros _. T ,u 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.E. 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 if � wt 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 Point on Line Ifl ; - l.�i 'f s_ noTPd fhiAS BUl SURJE F'C. Point of C.urvat�n•� L I 1rJ a;.(j .. -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:;' .or flood R. R.0.E. Radius (Radial Roof Overhang Fa,- jn fro Ided J\ \OtV _rs S.I.R. Set'Iron R.od` a 3-7 3 e } r :.;pproximc 1 le an f fail 1ST , vpr 1E ;,ropriate SAW r. Sidewalk. TUB. Top of Bank � J i'",zbtu:" F:'.,.a.. .:. ..;, ... � .. l.... •.✓ .g•.... '.. ,.j .:z� .., .Y .. ',. -... ..; �. 0. £;4 370 wavUl atdi Court L a k c N-1ary. FL 32 146 Vc.)tcc 10 6818... T 631 Fax 40 -, .(j88 r.69J. :Legal Descripfiort Lryl,' 12 ariiEl the S'ntrtL� ? J: 0feet ref' %ot. 11, Block 1 3, BEY --,nl1l.Z, ' ., .. � - , � �•.. Mat. .. nc. ,c�rcli r to the, Plat tl�ei•egf, ors i e.co ded 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 - RADA FINISH GRADESIL 0 oa s, f+ Op 16" _ 1 TYPICAL, FG DETAIL I OPTIONAL, MONO, FTC DETAIL BEARING SCALE: 1/2" _ 1'0 � BSA INCH 4" SLAB - - F.F. PORCH 4" 100'-0" FIN. FLR. step down 61 u� 0 " ni m LU E?C15TINC:T FLOOR LAYOUT ai w a) Q u l -q�� Q) l) Q) '' 0 06 _O CLIt 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 p54 X38 EL F 1E N ORCING EAF25 THICKENED EDGE - PORCH STEP DOWN (3 L r NON(4) BRG SC: 1/2" = 1'0" SCALE: 1/2" = 1'0'.` "Wsathermaster" Windows and 81, CAI. Poor cn t v 4" RI CE55 rIL.L. IN AND IN5TAL,L ' U (3ee Fdn. Plan) F. F FOUNDATION DETAIL (13 SECTION @SHOWER SCALE: 1/2" 1,0,, SCALE: 1/2 ^ 1'0 XT ERIOR DOOR . 4 LUINDOW OPENING 5CHEF.)ULE Wind (1 5F) LINTEL INFO, No, Descrfpt(on Types PrEseure PE51GN• �.. TN Rough Opening I� DOOR. (4) 28(o8 1.5, +25,9 / -20,1 5F16 IF3/IT 4'-4" 35-1/2" LO x 02-1/0" 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 59r, IF3/IT f'-ro" 15" x 50-5/8" 0 � v ,4REA ANALYSIS TOTAL 1400 5,F, I �9 O 11 1 it ADDITION EXISTING: NORTH EL-EVATION � F=A5T ELEVATION a� �u -r. 0Fl~ RIDGE vENTS Q 0 W N V 0® 0® GEMENTITIQU,0 COATING J&H 25 5H , (L .—. _. _ . — — _.-_ ._._ r 28�81.5. 28h8 1,5. W o Q (Y Q) p I -t- I I -t- t� I 5OU I t'�'t El—EV, I -! -C O u X15TINC� ADDITION I Iy 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� �1 0F=v O p c- 3 ,� - 6 6 0 m U I-- Q `6 L 0 ld � 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= QQ TYP. NAILING 6" O.C. @ HIPS & SUBFASCIA W/8d COMM. I Q� l ® TYP. NAILING 3" O.C. @VALLEYS W/8d COMM. I O Q U I- Q 1 tt csJ 9 Q) a) m 0 U ROOF DIAPHRAM NAILING SCHEDULE I -� �,4 L " o 101 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 �LJ r HIP ROOF W / 2 -12d NA!LS @ EACH WEB MEMBER 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 REVISIONS SAFE LOAD TABLES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U-LINTELS GRAVITY Tl'PE LENGTH BU8 BFB-OB sr12-OB BFI6-08 8F20.06 BF24-0B BF28-OB SF32-OB 8F8-I5 8FI1-IB BFI6•I5 8F20-IB BF74•IB BF28-IB eF32-IB 2'-10" (34") PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 603B 1526 S004 10412 11936 3'-b" (42") PRECAST 2302 313E 3311 4689 6001 1315 8630 9941 3166 4413, 6039 1526 S004 10412 11936 4'-0" (48") PRECAST 2029 2325 2496 1 3461 443E 1 5410 6384 i358 2646 4413 603B 1526 9004 10412 11936 4'-6" (54") PRECAST 1651 nal IS13 2651 5403 4149 4896 5644 2110 4021 603E 1526 S004 10412 9668 5'-4" (64") PRECAST 1184 322) 1301 lace 2311 2826 3336 3846 1665 2889 5051 6096 5400 1 6424 1450 5'-10" (10") PRECAST S12 1000 1059 1414 leas 2304 2121 3131 1459 7464 4144 545E 4431 $280 6177 6'-6" (18") PRECAST 93'1 1255 2101 3263 2146 3358 3911 4585 1255 2101 3356 5260 1134 sees 6Bs0 1'-6" (90") PRECAST 161 102E 1615 2385 1994 2439 2686 333B 1029 1615 2610 303E 5596 6613 5041 9'-4" (112") PRECAST 513 632 1049 1469 1210 1482 1154 2021 16E 1112 I816 7544 3469 4030 3111 (126") PRECAST 456 482 807 1125 915 1122 1328 1535 688 1025 1514 2081 2714 3130 2404 11'-4" (136") PRECAST 445 590 935 1365 1054 2355 I193 2015 99s 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 50 864 1254 1689 2014 1510 Isla 355 864 1254 1653 2211 2832 3550 13'-4" (I60") PRECAST 362 421 126 1028 1331 1639 1224 1418 485 148 1016 1438 1858 2343 2920 14'-0" 068") PRECAST 338 3al 64B 919 1190 1462 1061 1260 455 100 1003 1395 1114 2153 7666 (Ilb") PRE15TRESSEC N•R- NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3169 (184") PRESTRESSE N.R. NR NR NR NR NR NR NR 420 69B 1180 1895 1310 2890 3410 I1'-4" (208") PRESTRESSE N.R. NR NR NR NR NR NR NR 1400 1 2200 0 2NR i 19'-4" (232') PRESTRESSEC N,R. NR NR NR NR RO NR 2NR I� 1 O 1720 7030 u 21'-4" (256) PRESTRESSEr N,R. NR NR R R NR NR 183 330 610 940 1340 1180 2110 22'-0" (264") PRESTRESSEC N R NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-O" (288") PRESTRESSE N,R. NR NR NR NR NR NR NR 130 140 470 1 170 1 1030 1390 1610 8" PRECAST 4 PRESTRESSED U-LINTELS UPLIFT LATERAL TYPE LENGTH sps-IT BFI2-IT BFI6-IT 8F20-IT 8F24-IT BF28-IT 8F32-IT 8U8 8F8 SF8-2T 8F12.2T BFI6.2T aF20-2T ar24.2T $F28-2T BF32-2T 2'-10" (34") PRECAST 2121 2818 4101 5332 6569 loll S055 2021 2021 2121 2184 3981 $150 6401 1630 8851 3'-6" (42") PRECAST 2165 22a9 3260 4231 5219 6204 11.32 1251 1251 2165 2715 3165 1 4125 509I 6061 1036 4'-0" (48") PRECAST 8l8 989 2832 3680 4932 5387 6245 938 938 IBIS 1525 2150 3983 4417 5164 6110 4'-6" (54") PRECAST 660 162 2501 3251 4010 4161 5525 121 121 1660 1105 2439 3111 3513 4656 $406 5'-4" (64") PRECAST 1393• 1494 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3520 4549 (10") PRECAST 1212• 1351 IS30 2505 3oa4 3665 4241 418 418 1712 1315 1819 2441 3010 3583 4157 (18") PRECAST 1141• 1200 1133 2250 2169 3290 3812 101 881 _ 1141 1182 1684 2152 2103 32I6 3132 1'-6" (SO") PRECAST 959• V2 HIS 1914 2354 2151 3240 591 657 990 1029 1466 1901 2351 2191 3245 9'-4" (112") PRECAST BOP 612 980 1265 1560 1852 2144 454 6-S0 Sol 155 1192 1550 1910 2211 2634 10'4' (126") PRECAST 116• 498 193 1021 1261 1496 1131 396 493 116 all 1035 1389 1111 2034 2358 11'4" (136") PRECAST 666• 439 696 See 1104 1309 1515 363 556 666 935 905 1255 1599 18,36 2158 12'-0" (144") PRECAST 601• 400 631 016 1001 1186 1312 340 494 631 486 818 1209 1514 Iles 2086 13'-4" (160") PRECAST 500• 340 532 686 841 3s7 1153 302 398 513 40S 682 1004 1361 1631 IB9l 14'-O" (168") PRECAST 450• 316 493 635 11B 922 1065 1 266 360 548 318 629 922 1754 1561 1816 14'-&" (116") PRESTRESSED 243 2s5 455 591 124 851 990 N.R. 351 243 352 582 852 1156 14SI 1142 I5'-4" (184") PRESTRESSED 228 218 430 553 61l Sol 925 N R 321 22B 32S 542 191 1012 1381 1616 1'-4" (208") PRESTRESSED 188 236 361 464 561 610 114 N,R, 255 ISO 216 44S 64S 814 1121 1389 19'-4" (232") PRESTRESSED 65 201 313 401 490 518 661 N,R, 204 165 23B 363 550 136 940 1160 21'-4" (256") PRESTRE59EC 145 86 218 356 433 5I2 590 N,R, 112 142 212 336 411 635 801 B53 22'-O" 1264") PRESTRESSE 140 ISO 268 343 418 493 566 N.R. 161 131 209 322 401 bol 111 941 24'-0" (288") PRESTRESSE 121 Ibs 244 312 30O 441 5l9 N,R, 135 124 196 250 408 53a 600 833 •WtPUGt VALUt CT l rum GKAVG .V riCLu K—AK 8" PRECAST W/ 2" RECESS DOOR U-LINTELS CxRAVIT`r' TYPE LENGTH 8RU6 8RF6-OB 8RFI8-09 8RFI4-05 BRFIS-OB ORF22-OB SRF26-OB 6RF30-O 8RF6-IB BRFIO-IB BRF14-IB 8RFI8-IB 8RF72•I8 6RF26-I5 BRF30-I8 4'-4" (52") PRECAST 148E 15-31 3053 2-382 3954 492E 5SO4 6080 1821 3412 4982 6412 1941 9416 10819 4'-6" l54") PRECAST 1351 144E 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 S416 10818 5'4' (68") PRECAST 185 832 ib02 1550 2055 2566 3015 3585 1153 2162 4014 6412 - 6516 5814 6839 5'-10" (10") PRECAST 135 119 1900 144-3 IS24 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'4' (50") PRECAST 522 90l 1611 2933 2516 3223 3012 4522 Sol 1611 2933 4100 050 8111 6101 1-6" (90") PRECAST 665 161 1111 2257 1958 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 9'4' (116") PRECAST 311 420 834 1253 loll 1342 1614 last, 535 528 1491 2119 2618 3599 2815 e" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL TYPE LENGTH SRF6-IT SRF6-2T BRFIO-IT BRFIO-2T �aRrl,1-17` 8RFI4-2T 8RFI8-I17 BRFIB•2T 6RF22-IT 8RF21.2T BRF26-IT BRF76-1T BRF30-Ii 8RF30-2T 8RU6 8RF6 4'-4" (52") PRECAST 244 513 2413 3260 4112 4967 5875 S32 932 1244 I519 2335 3110 4008 4850 5696 4'-6" (54") PRECAST u92 501 23u 3121 3931 4196 5511 853 853 1192 1455 2240 3036 3631 1 4643 5453 5'-8" (roe") PREC AST 92 4• 1112 I195 2423 3055 368% 4325 501 501 924 1132 1141 2351 2910 3603 4230 5'-0" (10") PRECAST ass. 1138 1142 2352 2965 3581 4198 469 469 1 896 lose 1690 2266 2891 3451 4106 6'-8" (00") PRECAST 118 882 1513 2042 2513 3101 3642 830 11 O Ile 956 1466 1981 2509 1 3035 3563 1' 6" (90") PRECAST 688 691 1325 ISIO 2280 2153 3221 110 41 688 849 1302 1167 2225 2690 3151 (116") PRECAST 533• 433 808 1123 413 l04 995 516 14 533 521 loos 136E 1129 2088 2450 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 2 X 4 T-BRACE IF 1/16" 06B OR 15/32 CDX PLYWOOD REQUIRED BY TRUSS SEE NAILING SCHEDULE ON ROOF MANUFACTURER - TRUSS LAYOUT • \ 16" TYP. T 1/16" OSB SHEATHING NAIL W/8d COM 6"OC EDGES, if OC FIELD TRUSSES 024"OC II GABLE TRUSS NAILED W/12d TO 2X6 PLATE 0 12" OC 2xr. PLATE ANCHORED TO I' L �' BLOCK W/ 1/2" A30 TAB \-TAP 16, 413" OC MAX. W/2" WASHER 6 24"OG - W/4-10d NAILS 8" CMU WALL— GAMLE ATTACHMENT r � 1 U01" o O O O O 8F16-IE3/IT 8RFI4-IE3/IT "5 REBAR AT TOP MIN. (U REO'D I-1/2" CLEAR - C.M.U. � F z GROUT 0 Z O '5 REBAR AT BOTTOM O O OF LINTEL CAVITY 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 8IF16-15/IT NOMINAL WIDTH —I L� pUANrITY OF -5 NOMINAL HEIGHT REBAR AT TOP MATERIALS I, f'c precast lintels = 3500 psi. 2, f'c prestressed Ilntels - 6000 PSI, 3. f'c grout - 3000 pal 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 Prestreselne strand per ASTM A416 grade 210 low relaxation. 1, 1/32 wire per ASTM A510, 8. Mortar per ASTM G210 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. 54Fe load ratings based on rational design analysis per ACI 318 and ACI 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 lenq�th 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, 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 01 rebar may be substituted For two 05 rebars In 8" Iinte16 Only, 1. 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, LO-1 _ - Ej uU Won 2443 W. Airport Blvd 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 WAL'_ SHOWN @ HGTS NOTED DESIGN WIND LOAD IS 120 MPH WITH 10 PSI= DEAD LOAD ANY PARTY WHO DRILLS 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.l.) 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 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 2 S.P.F. CONST. GRADE TOP PLATE B SPLICE MIN 48" APART _„ _F =1I Ir r=11= •�T' _„ 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. PENING © 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 IirIII II II II I (D NAIL INT. AT 6" O.C. W/8d COMM. III -r 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 (D NO PLYWOOD SPLICE @ HEADER - NAIL PLYWOOD TO HEADER W/8d @ 4" O.C.. OPENINGS OVER 6'-0" USE FLOOR SYSTEM SIMPSON LSTA 30 W/22 10d @ EA. END OF HEADER _ _ _ _ _ ill _I1_ � _ IL It y — I 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 A) A > A) A A) A A> A) A> A A> ) 25: �P�- A V REBAR BOTH SIDES FOR >� A OPENINGS 6'-0" OR MORE >l A I A v I A V A v ) a` I A v I A t A V �111 ' A p' v v po 'AP p4°�-o v 'pQ p N' LTYP . MONO. FTG. W/2 #5 DIA. REBAR SEE FOUNDATION PLAN 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 I1 1/ ll A 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. iYP. 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 a" MIN, 12" MIN, (2) #5 RE -BAR SEE OPTIONAL TEM WALL DESIGN 1 TYPICAL WALL SECTION CONCRETE BLOCK SCALE: 1/2" = 1'0" AREA ANALYSIS TOTAL 1408 5,F, L I�1 ill z (� 0 Ul N :3u^' � ►Y r U v 4k L VJ z_ 0 c � 0 LL N ai ) a L o B 0 U Q V Q O m n Q) U tQ 4) Q_ aEi *� v t+ �l U C Q 0 a) .r 0 Z Z 4 V N F- O UL T Q) 0 01 �QQ 0 0 G1 Q U E Q) -_ U ---rrrc c 0) 0- 0 :3S_ t- 0 �. Q z 61� 6 ��cnm LU Q) Ill -C ,� } � 0 Q) 071 +OT N d) + O + 0U1 E— 0 U Lp Og1.,p 0 lU 0 0 L C W _r Q 2 u 3 O 0 D7 0 m M U l7 4 L 0 � r 0 � 3 � CV r l� N �[) o 0 U- F= "1 O C-13 \ / c� 1 Y T r nn1 lJL LAST PLOT DATE: April 2ro, 2006