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HomeMy WebLinkAboutBUILDING SITE PLANSGENEAL NOTES- CONCRETE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL NAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS CURED FROM DATE OF POUR. AS. FOLLOWS. FOUNDATIONS ..... _... _.................... 2,500 PSI ' SLABS -ON -GRADE,.._._............. 3,000 PSI BEAMS 4 COLUMNS.....-._..,..__ 3,000 PSI LINTELS/ALL OTHER CONCRETE... 3,000 PSI ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFOMI TO A5TM AT A10 AND SHALL BE LAPPED ONE RILL MESH PANEL PLUS 2 INCHES AT SIDES AND END53 AND WIRED TOGETHER. CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. ALL CONCRETE WORC SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 301. THE MINIMUM CONCRETE COVER TO REINFORCING SHALL BE AS FOLLOWS: SLABS ON VAPOR BARRIER.... _....... 3' BEAMS AND COLUMNS ...... ....... _.... _. 1-1/2 FORMED CONCRETE BELOW GRADE ... 2" UNIFORM CONCRETE BELOW GRADE ... 3" ALL CONCRETE FLAT WORK TO TERMITE TREATED VARIES TILE ON CEMENT BOARD ON INTERIOR OR EXTERIOR WALL TILE ON SLAB v FI F3 I 6UNKEN SHNER DETAIL A2 SCALE- 3/4" , I' -sin —05 BAR(S) AS REQUIRED BY UPLIFT TA \ / ,T.OU T.O.B. POURED CELL W/1 5 BAR CONTINUOUS FROM BEAM TO FOOTING (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOUN DETAIL) DET,41L ',5) SEAM HEIGHT CHANGE NTS -15 BAR(S) AS REQUIRED BY UPLIFT TABLE GIRDER TRUSS 13'-3" T CONNECTED TO ° " A. " MAAL SONRY WL : W/2 WE ANCHORS l4" MIN. EMBED) ... 0'-4" T.O.B. �1 s v POURED CELL W/I 5 BAR 8F16-IT 8F16-1B CONTINUOUS FROM BEAM TO FOOTING (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) vO k 8F16-1BDETA L '5E,4M HEIC->HT CH,4NSENTS/ . i8" 214" i'- a � FI MASONRY TEXTURE OVER CONCRETE BLOCK l3-COATS) /-- 2,500 P.5.1. CONC. CURB 4%2,50D P.S.I. CONC. SLAB FIBER MESH IN CONC. ON (o MIL VAPOR BARRIER ON COMPACT, POISONED SOIL HEIGHT VARIES - VGARAGE SLOPE SEE FOUNDATION PLAN FOR CONC. PAD 51ZE AND REINFORCEMENT C 4R 4C E GONG. CIUR5 DETA f L NTS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS REVISIONS DATE m" SAFE LOAD — POUNDS PER LINEAR FOOT RrL=!JLRAL QCLIENT l_31-19 TYPE SF8-0B 8F12-OB BFi6-OB BF20-OB BF24-OB BF28-OB BF32-OB I CH ANGE 8U8 dF8 REINF. LENGi H 8U8 8F8-18 SF12-16 8Fi6-16 BF20-18 8F24-18 8F28-18 8F32-1B CMU* O S-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 1025 1024 1598 3069 1 4605 6113 7547 8974 10394 11809 O 4'-6" 54" PRECAST 1969 2110 2931 3753 4576 5400 6224 ( ) 1599 2189 4375 6113 7547 8672 10294 11809 592 591 1073 O 5'-4" (64") PRECAST 1'217 1349 1438 1999 2560 3123 3686 4249 411 411 745 - ( 1F 1663 3090 5365 7547 7342(l 8733F5 101271e ` � °''; 'r. 1105 1173 1631 2090 2549 3009 1 3470 ® 5'-10"(70') PRECAST 1062 145340 339 616 1 2622 4360 7168( 6036(10) 7181(1e) 8328(�0) 4 1238 2177 3480 3031 3707 4383 5061�j,.:; "s — — — — O 6'-6" (78') PRECAST 908 507 721 490 — — — — — — — — — —1238 2177 3480 5381 B360 10394" 8825 _ — — — — — — — — — — r 28'-m" _ 1011 1729 2632 2205 2698 3191 3685 , © 7 -6' (90") PRECAST 743 424 534 363 7011 1729 2661 3898 5681 8467 6472 <") u , 699 1160 1625 2564 3486 2818 3302 � ° ri�Ci ItI PATIO 0 9'-4" (112") PRECAST 554 326 512 230 411,'/ I W�OOTERS I 752 1245 1843 2564 3486 4705 6390E •P8"+arM,„-- PPP(dpFIF1B1eFN4" O 13'-4" (160) PRECAST 296 471 755 1075 1428 1838 2316 2883 217 324 110 I F3 I ® 471' 755 1075 1428 1838 2316 2883 53'-Im" 9 168" PRECAST 279 424 706 1002 1326 1697 2127 2630 14'-0" U I F3 I O ( ) 442 706 1002 1326 1697 2127 2630 205 293 100 Fj 1 2 t -4 O 26 -b' 10 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR N. R. 194 64 C~y1 300 548 950 7326 7609 1849 2047 12'-4" A. 13'-m° I 3'-2" 6'-4" l'-Im" 3'-2" b'-m" G� O SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U—LINTELS (TYP•) I BBI a SAFE LOAD — POUNDS PER LINEAR FOOT 03^ 8F16-1T (#7) o1 N F4 8F16-18 � — �O I 6 8Fi6-IT 2 Bf16-iT (, O� O 8F16-10 HB O8F16-1B TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-1T BF24-1T 8F28-1T 8F32-IT .-s _�`•C +. e e o • • C. • • • • • • o . LENGTH BF8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T BF32-2T G/ OQ'' R"0 v I O O — — — — — — — — — — — — — O O O O O O O O O O 1569 2655 3524 4394 5263 6132 7001`r``_ �— — j — — — _ _ _ _ __ _ _ _ _ _ O 3'-6" (42") PRECAST p• ��En — — — — — — — — 1569 2655 3524 4394 5263 6132 TOOT. � IF F3 F3 d r , 1207 2040 2707 3375 4043 4711 5379 L I J L_ J I FI O 4'-6' (54") PRECAST N O I 1207 2040 2707 3375 4043 471l 5379 • 1016 171 n 76 4 222838 3399 3961 4522 I O 5'-4" (64') PRECAST U 0 / 1016 1715 2276 2838 3399 3961 4522 Q t`\ " 909 15671 2080E 2593 3107 s 3620 4133 U W V O N O i i ® 5 -10 (70") PRECAST 929 1567 2080 2593 3107 3620 4133 --iO, BR6-IT U7) - -0'-4" r�+ ' 835 11 1407 18681 2329 2790m 32511 3712(Ff Fi z wr 8F16-1B , BFi6-IT 5 6'-6"' (78') PRECAST 835 1407 1868 2329 2790 3251 3712 N r 9 F3 FIN. FLR q, 8F16-IT I I a W P 727 1065 1624 x 2025 a 2426 2827 3228 2p E"+ BB -I I FI I • ® 7'-6" (90'7 PRECAST 3'-T" 6'-8" 3'-S" $" II'-8" I O I 591 727 1708 11224 636 x 14724 24 1815 21857 2500 l0 9'-4' (112') PRECAST 0 O 591 862 1318 1643 1969 1 2294 2619 8F12-IT (1!7) 13'-3" ®8F16-7T (%7) ;p I © 8F12-18 5 _ aF1e-tB i I ® 13 -4" (160") PRECAST (� a 418 s 386 607 785 964 1143 1 1323 1 V a W U v (SEE 3/A2J L-I BOTT. 0 8'-0° I 428 460 780 (f) 1159 1418 za 1653(F5 1887 F 384 t6 358 pq 560 pj 724 889 1054 1220 ®© OO O •, , I + 9O 14'-0" (168") PRECAST 410 425 717 (s) 7063 s1 1358 aJ 1582 a 1807 at e O 9'-4" AP 1 187 263 1 405 521 638 756 873 --------------------------- I 10 17'-4'(208")PRESTRESSED — — — — — ('3 �) I ;• O 192 306 506 740 pe 1005 1271 at 1473 1 0 FI 13'-mn y a I ALL LINTEL AND BOND BEAM REBAR TO BE i55 UNLESS OTHERU)ISE NOTED NOTE: FIELD VERIFY SPAN AND PLACEMENT OF GIRDER TRUSSER ABOVE, PROVIDE BEARTACT EN IN I • NOTE: LOTT'S CONCRETE LINTELS MAY BE SUBSTITUTED FOR CASTCRETE LINTELS FOR ANY FIELD CHANGES9'-4" AFF. AND MIN. 3 IR" WIDTH. CONTACT ENGINEER (SEE DETAILS II AND OF A6QUIRED. O Btt FI I 8F16-IB LINTEL I TEL D E e i L C "E)e O mi_mu O I — 0 5 FIN. FLR I BEARING: 30 psf LIVE LOAD (200 psF TOP CHORD) 81`16-1T u �, 1 10 psf DEAD LOAD (100 psf BOTTOM CHORD) 8F16-18 ( ) 4" CONCRETE SLAB (2500 P5U W1 '" I 81 UPLIFT: 26 psf MINUS DEAD U)EIGHT OF BEAM (120 PLF) ` Fi6-IBAT EXCEPT AS 5HOW.1N. RECESSED LINTELS T fo X 6 X ID/I@ W.W.F.J.F. OR FIBRE MESH OVER _ _ _ 14-6 S- 18 all I. ALL LINTELS ARE 8MAY BE USED FOR SPANS S 8'-4" (9'-8" MAX. LINTEL LENGTH). 11 m' OF,6 MIL POLYETHYLENE VAPOR BARRIER - 2. ALL LOADS ARE P.LF. BASED3. ALL VALUES ON MINIMUM 4 INCH BEARING. OVER CLEAN, P0150NED FOR TERMITE5, COMPACTED (TO I • 4. LINTEL DEPTH MAY BE INCREASEDAS NEEDED TO FIT OPENING, NO N 4 I o ADDITIONAL FE NF. REQ'D. -- I 2500 PSF OR 95ra DENSITY) FILL. 5. RECESSED DOOR LINTELS MAY BE SUBSTITUTED FOR TYPICAL LINTEL. I 0 PRE -CAST LINTEL " " ° n , n i, n n n 13'-8 13'-0 _ - l -4 3'-I 3'-I 6'-2 in 5'-2" O —It LL F2 I 8F16-1T v r— --'I f — —1 ------ --- --- I BF16-1B .�D-1j, 4 X 6 STP 2 WOOD POST vERT. 1 JI HEADER IEEE—s —� E6MdIP. m O ATTACHED TO SLAB W/ F5 W" L pTL 4/SU OI io S MPSON HD5B, 2-5/8" 6" BEARING WALL V F3 — n THRU-BOLTS TO POST AND FOOTING BELOW J — I'-b" 4'-0" — — ——I-5/8" DIA x 6" WEDGE ANCHOR FI — — FOUNDATION L•NB F3 F3 I r--------� — —---------- P$OLLAIZDa • zO B -y © rFi4-IB O BB l I I O I I Q' 8817.08- BF16-IT in 8811.08-3- BB-2 BOIGOB-i I I 8F16-1B " I 8" '-4" I'-4' 6'-8° 2'-11" 3'-2° 1' II° $" I g�-$n 3,.$n T�.$" 18" • � g _0�_,ti" • Y0i_mu M FI i N FIN. FLR = m I I s F_ --i i0 8 24-18 i — —I—F3 — — I— — — • HP 1r-a' AFF 00 : I e • a'-4" AFF I = 6 _ " AW (SEE �) — J 8F24-18 N — J 8F24-1B I', BEE 2) -�'-4" I • F4 (,) F4 FIN. FLR. r—Pi I — O o j FI j e O •O I N I F6 BB-2 I Lij LOADS PER i- 51 REBAR O UR L-1 BB-1 BB-2 8F12-IB/iT 8F16-IB/1T 8F20-1B/iT 8F24-1B/1T BF28-0/1T C AAU LINTEL AND BOND BEAM REBAR TO BE 5 UNLE55 OTHERWISE NOTED BOND 5EArwl SCHEDULE MARK- SIZE REINFORCEMENT REMARKS BOTTOM BARS TOP BARS BB -I 8' X 8' X CONT. --- 1-5 CONT. PERIMETER BEAM BB 2 (2) 8' X 8" X CONT. --- 1-15 CONT. PERIMETER BEAM L I 8' X 8' X PER SCHEDULE I-+T CONT. --- LINTLE (BOTT, g 8' I FI FI I � I j �{ NOTE: AT INTERSECTIONS USE 1- 05 CORNER BAR 30" LONG, EACH WAY O OLCD 6C' 4 Dl.+L ® 8F16-1B I'-4" b'-m° 1'-4" • I 11/2" GARAGE DOOR RECE - -- - I'-10 4'•b' I'-Im' I FI E I a 8"x8' GROUTED CELL W/15 VERT. C-4 ° " 0 � �� 16"x16" GROUTED CELL W/4-5 VERT. " ' n , " , " L- — — — — — — — — — O— — — — — — — — — — — - C-5 • •. 8"x12° GROUTED CELL W/25 VERT, SCANNED 2 4 81.211 2 -4 4 -0 $ $ 1 m ^ 8" O M C_3 0 • SN16" GROUTED CELL W/25 VERT. G 5 ® 4" X 6" SYP "2 BY • • • O 00 • O �� I St. Lucie Count BF20-1T (#7) —_ FOOTING I D �F L•- 10 8F20-IB MARK SIZE (W X L) THICKNESS (T) REINFORCEMENT REMARKS 16'-m" 2' $" BOTTOM BARS TOP BARS FI F-b' CANT. Ib° 2-5 CONT. 1-t5 CONT. MONOLITHIC $ES•I BB -I I'-6' CONT. 16' 2-05 CONT. ----- BEARING WALL F3 11-0" X CONT. 12' I-5 CONT. --- THICKENED EDGE F4 3'-b' X 3'-6' @" ' 5 REBAR be O.C. EACH WAT COLUMN PAD TOP AT 1611 BELOW FIN. FLR SOUND TON 5E AM SCPL AN O 3'-011 X 3' Re 5 REBAR 6" O.C. EACH WAY 0 1963 -Ol 3 X [L z l ® X WINSTON-RH-CUSTOM Date: 11-2$-i8 Scale: ASSHOWN Drawn: TO A 2 "l .) 53'-101, 14 He e• G a • e MASONRY BEAM (TYP) � � � � 2 - � _ l CO � Q / \ \ -:z- e PORCH DINING 5'-411 STUCCO CLG. 9'-4" TO'i01.011 12 \ \ \.I CODER, CLG. L IT p ® 9 -4" CLG. - TI_lll 13�_lll /_I-pu 811 M1I:,., - -�'.`- 411 31_/_II 2" i I YJ I 13 J f! I � V AFF I I 2880 I0rt�- A E 3/A2J 6, EMP: ASV. — — --- — — — ®o o o . PANtR� CL OSET -- I - I ' 3'I A — rf FAUX BEAM S'-4" CLG. CL08ET r A3 (SEE 3/A2) 26W H TYP. — o MASTERpR00M TiYP� TI — V-4' T IB'-8' / — DBL. COFFER CLG. / /12 � v 2' IN W/ 12 D SP. BGROOM 2 o O / RIAT' ROOM I 1 °' I C7 COOKiOP O O 9'-d" CLG. AULTED LG. I i i - - W/ HOOD II A6 V..R 811 " 13'6I p11 2WW1 --4 —�- - - - - � O,I2' 1301 �1 ARCH , —AHU IN -J� N ATTIC -_ 11 O II II KITCHEN HALL 1 �_ - — —=9r4"i0�G — — -3- " CLG. LAV WG 31_/-11 61 01: 31.611- Cd13ER CLG. 4" L 3 411 411 co " BATH 2 O �IIII II y WIC L OVEN X m 4" CLG W C ARCH -- WATERLINE W X ,y 9- 9'-4"' CLG. S'-4 CLG. - -1_ _ - - - Hu o�I Co B CL05Ei LINEN s ti 5'-611 28M L- -4° � 4 2 - II r I_g11 _01��R SHE UTILITY a = 11.611 V-4" CLG. 81_m" - - 12'-4" 'pi-G.uu 2880 1 ����,`'? B. 8" 2" 4'-11' 4 33'rV 2'411 21.01 1 T-8 II" 6 DRYER a) o L.TUB li nCW)14 ALL - - - - - BOLLATm ° I—� A CH A3 (VrR) 2911 ,T V-4" CLG. �- _ - - - - _ HBO 28 PD e (TEMP) ID, 1p� ° o BV.� r —1 " X 5-4" . NICHE tib ATTICACCESS N ' • is F1V R .. 8" 81_81, L — — y8„ j 1,-8„ 813 e 811 12'-4" STUCCO CLG. 0 21_011 411 _1_4" G1_ 11 2 0 1_011 C. BE H EMP. GL SS R q ENCL. W D OR /X\ BONRY BEAM (TYP) co (OB G/TEMP) KNEE D --- 0 45" KNEEW LL W/ �° m DRAHERS • O O O O PANE P AA • ". O O O O CAE r _ 12 -4 AFF 12'-4" AFF 9 21.211 1. g,_411 CLG. CI'_4" FCr L�1_ 1:1.' ° O_ (SEE 2/A2) N p Q (SEE 2/A2) C. LA 9'-4 TO IB'-0" AV e m COFFER CLG. (TYPJ TUB DECK 16" MA50NRY COL W/ 24" MASONRY BASE -- - -- in Q m O (V O N sh ° n (OBSC EMP) Y 'V 41_I11 41_p1 � I S 3 v 21.4" 81_2" 21_4" 41_0" 81.811 11_01 811 s 0 CC O 21_611 12'-101, ° V It'-822111_4" i 53 -10 L0® SCALE: 1/4'' = P-011 I6 (EGRESS) (OBSCITEMP) coMp: AC P.T. 2X6 BUCK ATTACHED WITH 3/0"x3"SLEEVE ANCHOR BOLTS (1-1/2"EMBED) ON 11" CENTERS (20W PSI MIN CONCMTE). WASHERS INCLUDED WITH, SLEEVE ANCHORS. OR 1/4"xV TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS ANCHORS MQY.IEIE COLNTEF-AM (BUT NOT REOUIR D) T fiE PROVIDE ANCHORS MAT BE COUNTERSUNK (BAIT NOT REQUIRED) TO PROVIDE A FLUSH MdAJTIM9 SURFACE HORIZONTAL JAMBE DO NOT 4RAlSFER LOAD. m a" �-I S" CBS W, MIN. I"X311- P.T. BUCK MAX. 1/411 WINDOW O.H. 4PERINSULATION REVISIONS DATE 1/2" DRYWALL CLIENT-31-19 I"X4" PT, WRAP CHANGE 3/16N 11/41I TAPCONS FILL ALL HOLES MANUF. SPECS U u u U I-'5 VERTICAL (TYP.) Cy L4, A NOTE: 2'-0" O.H. DOOR PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING (PER FBC RIESIDENTIAL R-T03A) IfJ : �,i �Z DTL 'a 0-H. GARACiE DOOR BUCK u r 2 T'T F, WINDOW BUCK DETAIL ® +., SCALE: N.T.S.A3 SCALE- N T S r''aa+ $� °eax"raeevveevaeuu"+ees�`r 6-811 161, MAX. w B/e" DRYWALL ATTACHED TO 1TRUSS2-= WITH i/V 'IG DUTY J 12" OD. FIELD 16" MAX. I"I e" O.G. BUTT JOINTS T ONT. 25 GAUGE METAL TRACK TOP AND 5 - 24"'I Wx WA L ATrAL BOTH SIDES lV " 10 B2'18 + 24" O.C, WALL AttAGHED WITH I.' . DUTY J 12^ S FIELD 29 GAUGE Or -,CHANNEL SHAPED METAL B" O.C. B111T JOINTS STUDIO 24" O.G. 6-01 BOTTOM iR4OC ATTACI$D TO SLAB WITH❑. + ❑ HILT) PING .149" CIA x I" LONG W WOOD BABE /TRIM +Ib" O.C. NOTE. PH FINIeHED FLOOR PRIOR TO BUCK INSTALLATION 'LJMHL/,J APPLY A WATER RESITANT COATING M A (PER FBC RESIDENTIAL R-T03.4) s TYP. NON -BEARING WALL DETAIL EXTERIOR DOOR BUCK DETAIL Uy N N A3 SCALE: N.T.S.A3 H U W - I. 2k6 P.T. SON SIDES OF MASONRY OPENING SCALE: N.T.B. ,-1 C) ^1c 2. FASTEN SIDES THRU JAMB 4 2x6 WITH W I/411 x 4 1/d" TAPCONS, 6" FROM THE TOP W N 4 BOTTOM / 16" O.G. BETWEEN. A SINGLE U H U ROW OF FASTENERS IS ALL TWAT IS �I V REQUIRED. F+ z ~ 3. FILLED CELLS ON BOTH SIDES OF �•�J N W OPENINGS ONLY ONE SIDE REQUIRES a V 1�I77j L� 15 VERT. � uxQQH-1 U a a u 1" O FINISH BACK OF DRYWALL DRYER VENT L 2111 RECESS I I DRYER VENT J ° RECESS SIDE FRONT VIEW PRT'ER VENT NfGI—IE DET,41L N.T.S. GENERAL. NOTES � 01, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT THE INE3TALLATION OF ALL NEW WORK. IF DISCREPANCIES ARE DISCOVERED, DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO THE: APPROVED DOCUMENTS. _ 024 ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES AND APPLICABLE AMENDMENTS ( LATEST EDITION ). m 03.. THE CONTRACTOR 18 RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURALJL m AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 04 DO NOT SCALE DRAWNGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE IL NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER a TO OBTAIN SAME. 05 INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. L RJ [— ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF ANY DISCREPANCIES. ® —u 1� CID 09 THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLEt FOR THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION WORKERS. 0 . ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES �rt/r OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY III w THE LOCAL GOVERMMENT HAVING JURISDICTION, OR BY OWNER. cV 0 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED ) HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE Z U APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION. NO >— aS (� WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN. -,I-- �-3 U 09. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS REQUIRED FOR CONSTRUCTION. I0. ENGINEER' S SEAL IS FOR APPROVAL OF STRUCTURAL DESIGN ONLY. 11. ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH R308.4 12. WALL AND CEILMG FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. (R302.9.1) 13, WALL Al CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450, (R302.9.2) 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH R318 , PROPOSED HOUSE IN VERY HEAVY TERMITE AREA. 15. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R31-1:2 16. TILE TO BE INSTALLED OVER PIKER -CEMENT OR GLASS MAT GYPSUM BACKERS. (R102.4.1 AND R102.4.2J. IN SHOWER SURROUND AREAS. 17.. WEArHERING IS NEGLIGABLE. 18� GYPSUM BOARD COMPLIES WITH FBC 102.3 K LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT oF3tGxterAa BPG DOGRr, DsaEeuW R5 6 DFY DCCf9,fl iAB, RA%xS 1YARA } "" l FRh7k:f HMO Wff Y*VACXVO GLAN ATtXM8dhEW I'R�DVC7 A9WVAL EJILDNG DOM PRAIOTDF6Ki1 } D DBCRPHClI TfF£,617F, 6PACIWx,IBBEDFRII NrEER PS1E Pfis3 I F cXl'' ORDOM FETAL MI X%l QAPAr WA FL b6M6 SON- 360/420 2 B6N(iE. doe R'C RPACT) 38'X63' 0XIIWWWSY61916 5M'LW11 3M'xI/PTAP1'•CN6, FILL ALL WIM Pl dbh/-3615 400/-100 ry ® �' 3 EXIW DOLR G'A2lmmu '6 M36' X%' TeftTR1 WA W'x3 W' TWA b'RBW,r OCIED FRI. 6b ,BBV•42.11 B00I.500 4 HBfO FSC RFAC2 A' XI6' aSTM SY9 5M' A5 3M'x l YVTAFQM FILL ALL - nOtlA ,UM.47M 1'00I.MA 5 bSFYiE NFY" YePrC(fPACD 3B'X63' OSTC1160DOA SYSI 5M'LAM 3b' x I V4' TOA'LAM.RLL ALL 00 RI61N A655/3915 4001.16® i— U— OLD /-160 u rva u"w "1.9A1 P&IM1111' 11,T41" 5!6'Lfl9 DA6'xIA14'TAFCM,FILLALLHVIB fUlOOA M*1-3001 (fjp,l.lxjID I \� up561Y"W& &Vex NW) n)36' X63' CWT01110"IIY61Ei3 5M'U911 3M'xIV4'TA9'4PS,flLL ALL HOLB RL6nll +3655/-4WI .1001.100 x 1M6 eEOPvC ACTT Qi X63 oN Wlpow 6Y6 M 3M'x11N'7 ,fl AILHOL6 h6TN 36 / . /- B6M1E'StlYx Wil RPACTA Jr X63' ObT0N LNXW6YST" 5M'LAII 3M'x1114'TAFCCNS,FILAILm0.6 F nil 36551-4611 (b0/-100 I252m 25MIEVA 000f"C RPACU X6 i 3PDC06761E1S I 'x111PIAIl QI LL 6 3655/ 11 • /-00 � �/ LL N32 x /� E)(B3ORIDOOR CPdOE Ijd66 36' X96' I TIERMTRI WA VI'x3W'13FW06'fR7IIEIXf6,00o1ED I IL W,44 33r/42.17 600/-500 Fill YODEL NAVFICIYBt AtIACI T11070 Mgmjrsmmzmimill PTWAFFR7VAL NMER SULDWGDEW FRS FRAYCTDE6Yi! FFIEl WINSTON-RH-CUSTOM Date: 11-25-16 "LUM I WA 6V LICF 1FCDAl F82F%JpJCi AFfR7VA1 FL IN 6D6G I 6NCCo we (3)LAYH6611)CCq AMED to K45W WALL MR 6TIY.Co we (3)LA1BEgI000O APPLED To " Rl MAL LATH MLID TO TRU tAIL6 FIR TEC 111036J ML Ok 5TAM Scale: AS SHOWN IAIW.a PARES 6' 6PANoRrm WA - JALL LE6END AREA C;ALCULATIC 5 Drawn: TS B'CCNC-BLOCK IV-4"AW V COC. BLOCK • 12'-4' AT V W. BEAM PARNTION P aW INt. FAl UV R-13 INUILATION fSWY FOAM) OR r 476' Wlr. P,6>nlnoN FutL WEIGHT LIVING 1869 SF (15031.5 CUBIC VOLUME) GARAGE 417 5F PORCH 328 5F ENTRY 143 SF 43 TOTAL 251'1 5F P.T. 2X6 LUCK ATTACHED WMH S1111"O'61.JL'EVE ANCHOR 50.T6 (I49"OM010)) ON M- OEWMM GABS PSI MN ca CIWIRI U46M 51WUIDPO UM aim ANC}ORA OR 1/4"x9" TAFC.ON BC1EW5 (I-1/2' EMBED) ON 14- QWTFRB ON MIC,125BOO(!F MLODSIMIW MYIN?AIM AMI-M MAY BE COIME11i (BR NOT PEQUAB:D) TO PWM A FLUSH I'IOINIIIYs WFACE NCRIZOMAL JAMBS OO NOT TRANSfH2 L= REVISIONSI DATE I �o m OH. - 1111 - I I=11—I-5 VrRrI AL el"fri 2'-0" O}{ DOOR DTL 0 O.N. GARAGE DOOR BUCK SCALE: N.T.S. 5AP ORrWLL ArrA04ED TO IRM IUT14 21'-41 26'-611 0c Bid"Bid"�daeiN, 1e Imo' 5 Carr 25 Dane rerx TPACK n e n i n i n i . TOP AND P501- Oy, I -4 12'-4 8 13 -0 6 -4 12 -T T -Tn la-Wn1ALL SM SM NULL AnACHm •RH I V4' 1►SCIffY5612' Or —FED 25"M C"1I"A"D MBTAL •- OL Burr Jot" 67m5 24- OG. � (TYP.) 14 M HB + m � Y • • • MA60NRY EiEAM (TTP) II PORCH n 9 -4 STUCCO GLCs 1_-1n Ig'-Tn i , 6 5 12 � � 61-20 g Bn � �� � h 211 . DINING \ " TO 10'-0" COFFER GLG 10 0,n -4 AIR (SEE 3/AL I I I8" II 12 ABV. 13 ��; 13 ( r I �� _) J 2880 _ CLOSET RY FAUX BEAM ���t ' a GL08E7 `r E 3/A2) Z680 , H �I — -- 2 � I n�� I W/ SP. BEDROOM 2 m i m COOOKWKTOOPD ©0 9'-4" GLG ° � m 'r 03 ® 3 3 TYP. 2 -bn EPROOM R 8GLG II' i 8 12 REAL' B" A ROOM • n MA5TER DS'-4^ T o a _ i 12 , i f I I • (ECsRE39) I SI ITYP.) I AULTED B" 2" 13.611 4" ..; 13' 10n i 1_ n i' ° j Y " 4�" V— — — — — - W-211 2n Bn M 46" M. y a• m In ( IC11E S. ENCL. 9 G 8n HIS C CLG 411 3' 4- WIC 9'_4" CLG it'i, 2890 ®" 2'-II.. T-0° , ARCH —� 3'_6n 1 1 1 ` + �I � _! I O KITCHEN„ 9� COFFER CLS% 13'-4" N j� AAF�NJIG • I I HALL 9'_4n 3'-4 \� LAV - 01�-2.b'®" W g'_4^ 2° W-II' CLOSET iv " V-B = �•� j 1 — --- II.. bn °1 12'-411 CLGw'! — — — — — — — X I Nu I �D �u a IJ L-3'-4"-I 4n _ BATH 2 9in -4" GLG • • 2880 \i41 (OBBC1rEMP) Bn COMP. _ 9 IS - 15'-6" s .. c, ,_®" i UTILITY 9'-4" CLG. 8'-On Z Tum _ a e 3 Bdll4�0 BII L.illB 6 — — — — — — — — — L e o _ r 2 _el 9' ALA (I" —A DRIER (VIR) jg. _ �, • • _ NICHE= a PD q _ J •• • • L e a • r A1TI 8n BI_BII L - 2" X 54" ACCESS •T•II J J T.811 V 2-0 EN 64 R 6 4 5 (TEMP) O ELEC. TER -/ e 20-011 �Ap A/ t GARAGE 12'-4' AFF 9,_4n CLG 9i_4" (BEE 2/A2) '7 I "f--o,) PANEL • ie 2' 2" I P. GL ENCL. W/D - 'r M. $ 9'-4" TO COFFER TUB DECK-1• x�` IOFE / — • �1 • 7 ° H --- ' 0" C� AV e • Q 4'-I" 2 -411 _ _ 1 IABOM:RT BEAM (TIP) o r ) L W/ ASV. • • e • • 12'-4" AfF eO0 Q Q 1 -0° B" • 9-4 ATF (SEE 2/A2) 4,_0" (TYP.) 16" MASONRY COL 24" MASONRY BABE V e e • 2 -4. lOBBC P) 8 _B" B -2" 19'-8" 53'-10" FLOOR PiIiiMP4N SCALE: 1/4" = I'-011 2'-8' IN 21'-4" 2,_Bn FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #56-5F-f917315 & Well # C11 T12ADC Ar`f= TO •LA51F711 NILTI PM5)45' DIA x I- LONG 111=0 BASE 41111114 •N-OG MI61® FLODR TYP. NON -BEARING WALL DETAIL A3 SCALE: KTS. 6' FINISH BACK OF DRYWALL DRYER VENT RECESS II I LJ W COO .,� S, I/A" DRYWALL MIN. I1913" P.T. pUGC� I'W" PT. WRAP /J� N I I/4' TAPC.OM MAX 1/4" SHFILL ALL HOLES PER MA". SPECS 19r--r-. TYP. WINDOW BUCK DI=TAIL 13 SCALE: RTh. B-B• 16" MAX FUU 16" MAX P1 � V *1 M" H NOTE, a PRIOR TO BUCK INSTALLATION m APPLY A WATER RESITANT COATWz M A [PER PLC WSIDENTIAL R-T03A) EXTERIOR DOOR BUCK DETAIL U N Ca rrq rl I. 2x6 P.T. ON SIDES OF MASONRY OPENING SCALE: NTA U 2. FASTEN SIDES 11-M JAM 4 2x6 WITH 114' x 4 VJ' TAPCONS, 6' i44WM THE TOP 4 BOTTOM 4 16' OG. BETWEEN. A SMW-E1p ROW OF FASTENERS IS ALL THAT IS U U r z REWIRED, F+ .R.. FILLED U CELLS ON BOTH SIDES CF W 1OPENIWAS ONLY ONE BIDE REWd IRES Iy y r� rq er�]fl 1-+ �D •fQy V 0 It0 aav If as U pRTE VENT RECE FRONT VIEW DRYER VENT NIG14E DE:T-AIL. N.TA GENERAL NOTES 01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHI(-W WILL EFFECT THE INSTALLATION OF ALL NEW WORK IF DISCREPANCIES ARE DISCOVERED, DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO THE APPROVED DOCUMENTS. 02. ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES AND APPLICABLE AMENDMENTS ( LATEST EDITION ). 03. THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPOINENTS DURING CONSTRUCTION. 04. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER TO OBTAIN SAME- 0*. INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR FELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. F-) ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF ANY DISCREPANCIES. 06. THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLEt FOR THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION WORKERS. 01. ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES OF COMPETENCY AND OCCUPATIONAL LICENSES, IRECOGNIZED AND ACCEPTED BY THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER 08. TD THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE kPPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION, NO UARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN. 09. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART OF CONSTRUCTION PRIOR TO BEGINNMG WORK OR ORDERING FABRICATED MATERIALS N'EMIRED FOR CONSTRUCTION_ 10. ENGINEER' S SEAL IS FOR APPROVAL OF STRUCTURAL DESIGN ONLY, 11. ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH R300A 12. WAIL AND CEILMG FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. (R AL) B. WAL AND CEILING FNISHES SHALL WAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.92) 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH R318 , PROPOSED HOUSE IN VERY HEAVY TERMITE AREA 15. ALL LUMBER USED SHOULD HAVE CAUALITY MARLS PER R3112 16. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS. (R102AJ AND R102A2.) IN SHOWER SURROUND AREAS. I'T. WEATHERING IS NEGLIGABLE. IS. GYPSUM BOARD COMPLIES WITH FBC 1023 6T. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT Q5661W®35 ES CSO4 W0616D GXIq 6101E 05116, WRI d,Y4 LOOR 16MlS116 "0 MOO AIDE° 4@ NMFACIQBt ATIAW4BIIIEAED IICGGA9RN/L 5EDF60RIB1 PR2Y:10®91 D OF6WS°II01 TrIEYEB'lG6FB�1fM NFB3T FRil51E PEi51E 3E'x 3111 Emu" " III= I W I MR111 II®t I A1t1AldlIE1160 6'CONGK= •Y-4',MF LIVING 186"1 SF V C= N= • 01-4' RF GARAGE 411 8F i' Nr.Bum PARII" PORCH 328 8F 4' or 6" NL PARIRIM UV R-D MATION ENTRY 143 SF `"1BtRon TOTAL 28118F 4' OR 6' WM. . PAFCII110N PLL H3GHT ®554LT1 I (180"blb CUBIC VOLUME) la T 1LLV ' fo O J ul Q C� U f� l� W X z ® `=X1i WINSTON-RH-CUSTOM Date: 11-ZB-IB Scale: As6How Drawn: TB (OCCUPIED) FF ELEVATION = 19.2 NO WELL, SEPTIC OR POND WITHING 100' /—FOUND 5/8" I.R. LB 6330 1X�- 7.5 NO WELL, OR POND WITHING 100' LOT 38 BLOCK 5 (VACANT) NORTH 1 /2 LOT 39 BLOCK 5 166.54' (VACANT) WEST LOT 37 BLOCK 5 (OCCUPIED) FF ELEVATION 18.66 .01 FOUND NAIL — — — — — ------------------------I -- �-C/L OF BRADLEY STREET cn z EXIST. DRAIN FIELD N T7 to CM 20' p_ b w EO O z > io z N LOUD N —J N 20'-4" [IT:115:m SOUTH LINE LOT 3 _ _ 12' W X � _ NORTH LINE LOT 9 0 = a O� 00 U O N 12'_T N3' 38'-4" EAST FOUND 5/80' I.R. LB 6330 SOUTH 1 /2 o IRRIGATION LOT 39 N WELL BLOCK 5 (VACANT) b T- (OCCUPIED) FF ELEVATION =,19.9 75'+/- — FOUND 5/8' . NO CAP J \ 0>> 75.00'/-- J O>> Q ado 9 e, / PROP. WATER LINE r 300.01 FOUND 5/8" I.R. BLOOMSTER 75.00'+/- SITE FLAN NO WELL, OR POND WITHING 100' 5C,QLE; III = 20'_011 N❑RTH EXIST. DRAIN FIELD ED E 5 �rLo--1 N C fR T E fR I A ly w Q, Mom U')�z0 cn V, m � � � 8 � 1 �• 6� 1 �__ 3 0' CIO Q Z '� s z �/ I/L G?s wZ � o o scn s,0 o co LL J cow �— o b O ,. � E AIW ' G T ui I� ® U) LL 10 5COFE OP - FT REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 1 UPDATE SURVEY County 541NT LUCIE GOUNT1 5uildinp, Department 5AINT LUCIE COUNT ' TO 5UILD A C55 SINGLE FA11L'*r RE511DENCE Wind DESign Criteria A5CE 1-10 Wind Ds' ign Method Main Wind Force Re5i5ting FFROJ CT Roofing Material METAL DRAW fNG� �CHEDULE O � OLoading in R5F Roof R.D.L. Top Chcrd Live 20 � � � � � / � � � � Top Chard Dead 15 .4.2 5ottom Chord Live 10 Non -Concurrent 42 FCUN'' !:) A` 7 I 0 / 5 AIll�l FLAN 50ttom Chord Dead 10 3 TOTAL Duratl 2 Load 15 1 Duratic.n Factor 1.25 43 FL OOP F' AN / C45INET L A"�OL�T Wind Speed 110mph (ULT.) A-4 �ROCF FL/4/5TFAf 5C;��FDL�L Top Chord C.5. Sheeting b� builder. 5ottom Chord G.5. Sheeting by builder. ,41 Nigghe5t Mean Nei ht 20'-011 L - VT f 05 wilding Type ENCLOSED 5 CT (O wilding Category I:Non Restrictive Exposure Category C �4LL 5�_ 0N5 / �TAf�S �� farrier Island No Conforms an 1=�C 201 i L CT CAL FLAN/ FLU NG F,15 R REVISIONS1 DATE UPDATE 3_18_19 1 SURVEY X X WINSTON-RN-CUSTOM Date: iwa-Ia Scale: A66HOWN Drawn: TS VAN GENERAL NOT a. CONC ETE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE $HALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS CURED FROM DATE OF POUR AS FOLLOWS; FOUNDATIONS 2,500 PSI SLABS -ON -GRADE. ..............-...... 3,000 PSI BEAMS 4 COLUMNS__._._.._ 3,000 PSI LINTELS/ALL OTHER CONCRETE- 3,000 Pal ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFOp-I TO ASTM AT A185 AND SHALL BE LAPPED ONE FULL MESH PANEL PLUS 2 INCHES AT SIDES AND ENDSs AND WIRED TOGETHER CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. ALL CONCRETE WORC SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 301. THE MINIMUM CONCRETE COVER TO REINFORCING SHALL BE AS FOLLOWS: SLABS ON VAPOR BARRIER — 3" BEAMS AND COLUMNS __....__.. 1-1/2" FORMED CONCRETE BELOW GRADE - 2" UNIFORM CONCRETE BELOW GRADE _. 3" ALL CONCRETE FLAT WORK TO TERMITE TREATED VARIES TILE ON CEMENT BOARD ON INTERIOR OR EXTERIOR WALL TILE ON SLAB 'v SUNKEN SHOWER DET>411a A2 SCALE• 3/4" • 11.01l BAR(S) AS REQUIRED BY UPLIFT c0 W Q T.O.B. POURED CELL W/15 BAR CONTINUOUS FROM BEAM TO FOOTING (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) DETAIL 'a SEAM NEICaNT CHANC3E -•5 BAR(S) AS REQUIRED BY UPLIFT TABLE GIRDER TRUSS CONNECTED TO ' ' ° MASONRY WALL z°i °' °'• °'• W/2-5/8" WEDGE ANCHORS (4" MIN. EMBED) V-4" T.O.B. NTS T.O.B. POURED CELL W4 5 BAR CONTINUOUS FROM BEAM TO FOOTING (5EE FLOOR PLAN FOR STEP DOU1N DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) DETAIL 0 BEAM HEIGHT C;H,4NCxE a� NTS MASONRY TEXTURE OVER CONCRETE BLOCKl3-COATS) 2W F.S.I. CONC. CURB 4"-2,500 PS.I. CONC. SLAB FIBER MESH IN CONC. ON 6 MIL VAPOR BARRIER ON COMPACT, POISONED SOIL HEIGHT VARIES W/GARAGE SLOPE 1I— =1 I I I I I I I I I I I I I I I • _ a°° a n I l l l l SEE FOUNDATION PLAN FOR CONC. PAD SIZE AND REINFORCEMENT GARAGE CONC. CURS DETAfL NT5 ZEE F4 4 — + 8F16-(7) O 8F76-18 BB -I © 8F16- 8 HB -f - 26'-6" 3l_211 O V16-1 B )o • p• 101 isci) O CC) --- ------- ---- _—---------- O F3 P3 i------- ------------------------- L I —J FI O a O I 1 •W, BF18-IT 17) I -0'-4" ® I -,d0' 6 8F16-1B I F3 • IT FIN. FLR `r 8Fi6-18 I FI ,JI_TR /_,_all V-9" 8:I 111_811 1 ®F12-IT (�7) BF12-18 13 -n AFF 3 ® 8F16-1T (#7) 8F16-1B I I 1 0 v I C, _ l (SEE 3/A2) L•I B07 0 8'-0" `r O EI 1000 I O (9 O r--- — — — — — — — — — — — — — — — — — — — — — — — — -- 13l_3„A a 9 FI (SEE 3/A2) I v s I NOTE: FIELD VERIFY SPAN AND PLACEMENT OF I GIRDER TRUSSES ABOVE, PROVIDE BEARING AT 9'-4" APP. AND MIN. 3 1/2" WIDTH. CONTACT ENGINEER FOR ANY FIELD CHANGES REQUIRED. I O (SEE DETAILS 1 AND 2 OF Mel) PI 8F16-1T r 0 5 I FIN. FLR i 1 BF16-IB 'n BFIB-IT 8Fi6-1B I O = r 81 (TYP.) I 4" CONCRETE SLAB (2500 PSI) SI) W/ Tn I `° _ /o x 6 x 10/10 W.W.F. OR FIBRE MESH OVER 14'-b" 31-1al, L 111a" 8" FI 6 MIL POLYETHYLENE VAPOR BARRIER 1 OVER CLEAN, POISONED FOR TERMITES, COMPACTED (TO I I O O 2500 P5F OR B5% DENSITY) FILL. � � m o I � • o all Ip,_$II JJ n Ig,_mn J 0 _ TI_III YY 1,_Il: 9l-In gll J J f/ f S'-2" . F2 I v �i F — — — — L — — — — — — — — — — — — 8FI66-1B I I I I I I I— o _ -�_ __ -- -- --- —J 3 I L — 4 X 6 SYP • 2 WOOD POST VERT. — — — J F5 ATTACHED TO SLAB W/ F5 10° HEADER (SEE DTL 4/$U F3 r EQUIP. 1 io SIMPSON HD5B, 2-5/8" 4i THRU-BOLTS TO POST AND 1-5/8" WEDGE ANCHOR FI B 6" BEARING WALL W/ FOOTING BELOW — _ J r — — B TV O I'-6" 41_0„ ;+ v a DIA x B" FaNDATION P3 F3 I N F--- �-------------------� —----------' IR �BOLLArma O I I •• �� �� II N- O 2 Ft(-9 028 BF16- 7 L 1 J8Fi6-iiT A Irl pL06_I1J"O 11TB2. W8®8-J'B II 88�FF2i168--B M �° 3_7 '-8BB I-4-L ll I " all l -a 3_811 . g::8" I 20-0 N 1 I A2 r FI I 6411 .FIN. FLR I I �+ 8F16-1T 51`16-18 I I 3 a; F3 F- P3— — F3 — — I— — — O I FI I • BF24-1B —I — — • a all 21-4" 1l ° �12'4' 1 12'-4' AFF O' o' O' 1 � Q • 2aA2) 9F�-19 N 8F24-iB i (SEE 2/A2) FON. FLIR 9 ° F FI o o OO FI O o •O a a I FI 1 O I I m O fill" N A2 I " • ®8Fi6-1T 8F16-1B I'-4" 6'-0" I'-4l' Q 1 11121, GARAGE DOOR RECE5 4'-b" I l_°,l 2TT a,-2„ 2l_4ll 4l-m:: 8,_al, ,l_mll ° � ,l a L — — — — — — — — — T — — — — J O • •••• I lu.000 0 19.41 53'-10" FOUNDATION $ BEAM PLAN 5CALE= 114" = I'-B" 10 BF20-iT (�7) BF20-18 2'-8" SAFE GRAVITY LOADS FOR 8° PRECAST & PRESTRESSED U—LINTELS REVISIONS DATE C SAFE LOAD — POUNDS PER LINEAR FOOT LATERAL TYPE 8F8-OB 8F12-0B 8F16-OB 8F20-OB 8F24-OB 8F28-OB 8F32-08 REIN*. LENGTH 8U8 8F8-1B 8F12-1B 8Fi6-1B 8F20-1B 8F24-1B 8F28-1B BF32-18 8U8 8F8 CMU 0 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 1025 1024 1598 3069 4605 6113 7547 8974 10394 11809 O 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1073 2189 4375 6113 7547 In 8672 10294 11809 O 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 411 411 745 1663 3090 5365 1 7547(m) 73421e) 87331e 101271e , 1105 1173 1631 2090 2549 3009 3470 y,°'``'+'L.° ® 5'-10" (70") PRECAST 1062 340 339 616 s"'� .• `° a" 1451 2622 4360 7168(+s) 60360x s) 7181(ie) 8328(m) q- 5 6'-6" 78" PRECAST 908 1238 2177 3480 3031 3707 4383 5061 ilk, v �� ( ) 507 721 490 ' .0 ct 1238 2177 3480 5381 8360 10394p8 8825(1q `,"° 1011 1729 2632 2205 2698 3191 3685 ® 7'-6" (90") PRECAST 743 424 534 363 1011 1729 2661 3898 5681 8467(.1+) 6472Os 7 9'-4" 112" PRECAST 699 1160 1625 2564 3466 2818 3302 b„. •• � 0 ( ) 554 326 512 230 ! , 752 1245 1843 2564 3466 4705(>n 6390 + �' • "•••••° ® 13'-4"(160") PRECAST 296 471 755 1075 142E 1838 2316 2883 217 324 110 471 755 1075 1428 1838 2316 2883 424 706 1002 1326 1697 2127 2330 0 14'-0"(168") PRECAST 279 205 293 100 442 706 1002 1326 1697 2127 2630 7 10 17 -4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR N.R. 194 64� 300 548 950 1326 1609 1849 2047 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS 4m"W44mm SAFE LOAD — POUNDS PER LINEAR FOOT TYPE 8F8-IT 8F12-1T 8F16-1T 8F20-iT 8F24-1T 8F28-1T 8F32-1T W aW LENGTH 8F8-2T SF12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T WW M 0 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 M M A 1569 2655 3524 4394 5263 6132 7001 hH•I a .Si 4043 4711 5379 O 4'-6" (54') PRECAST 1207 2040 2707 3375 1y N 1207 2040 2707 3375 4043 4711 5379 �+ N c+1 3O 5'-4" (64") PRECAST lots t71 ,1 227s +) 2a3a 3399 3961 45z2 Z U W 1016 1 1715 2276 2838 1 3399 3961 4522 W ("1 W � h ® 5'-10" (70") PRECAST 909 1567(1e 20801 2593 s 3107 a 3620 4 4133 s �{ O 835 1567 1868 2593 3107 3620 3712 �Lj Z W U 83512 1407) 1868� 2329 2790m 3251u 3712(12) � TQU 5 6'-6" (7 ") PRECAST u a N y 835 1407 1868 2329 2790 3251 3712 727 m 1065 m 1624 1 2025 2426 m 2827 m 3228 m rl Z © 7'-6" (9 ") PRECAST ,rl a 00 ` W 727 1224 1624 2025 2426 2827 3228 `l O 9'-4" (112") PRECAST 591 708 m 1136 m 1474 1815 m 2157 m 2500 0 d' o U 591 862 1318 1643 1969 2294 2619 r j ® 13'-4" (1 0") PRECAST 418 1 386 22 607 (3oll 785 m 964 1143 1323 a V d' P a+ ra µ+ U 428 460 780 (a) 1159(2111 1418 m) 1653(ic) 1887 1 9O 14'-0" (168") PRECAST 384 1s 358 (20 560 m 724 m 889 m 1054 1220 m 410 425 717 (9) 1063 21 1358 m 1582 1807 1 10 17'-4" (208") PRESTRESSED i87 263 19 405 521 2 638 756 8 33 192 306 506 t 740 1m 10051m 1271nn 1473rm LOTT'$ CONCRETE LINTELS MAY BE 5U55TITUTED FORCASTCRS ETE LINTEL L I I `l I Eo L D 5 I I V L 0 s/�it D e BEARING: 30 psf LIVE LOAD (200 psf TOP CHORD) 10 psf DEAD LOAD (101 psf BOTTOM CHORD) UPLIFT: 26 psf MINUS DEAD UIEIGHT OF BEAM (120 PLF) I. ALL LINTELS ARE 8FI6-115AT EXCEPT AS SHOWN. RECESSED LINTELS MAY BE USED FOR SPANS S 8'-4" (V-8" MAX. LINTEL LENGTH). 2. ALL LOADS ARE PLF, 3. ALL VALUES BASED ON MINIMUM 4 INCH BEARING. 4. LINTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO ADDITIONAL REINF. REQ'D. 5. RECESSED DOOR LINTELS MAY BE SUBSTITUTED FOR TYPICAL LINTEL. Z PRE -CAST LINTEL a LOADS PER O h REEAR L-1 BB-1 B11-2 8F12-1B/IT 8F16-113/1T 8F20-111/1T BF24-113/1T 8F28-1B/1T ALL LINTEL AND BOND BEAM RE13AR TO BE 05 UNLESS OTHERWISE NOTED NARY. SIZE REINFORCEMENT REMARKS BOTTOM BARS TOP BARS BB I 811 X 811 X CONT, 1-05 CONT. PERIMETER BEAM BB-2 1 (2) $11 X 811 X CONT. ... I-"5 CONT. PERIMETER BEAM L 1 8" X 6" X PER SCHEDULE I-"1 CONT. ... LINTLE (50TT. a V-011 +/ ) NOTE: AT INTERSECTIONS USE I- S CORNER BAR 30" LONG, EACH WAY COLUJMN SCHEDULE Z 1 . 8"x8" GROUTED CELL U S VERT. G-4 OO 16"x16" GROUTED CELL W/4-"5 VERT. C-2 Is 8"x12" GROUTED CELL W/205 VERT. C-4" k 6" SYP •2 3 FEE]] 8"xl6" GROUTED CELL W/2.5 VERT. �DOTIN� �C�E=�I�L MARK SIZE (W X L) THICKNE56 (T) REINFORCEMENT REMARKS BOTTOM BARS TOP BARS FI I14611 Cm. 1611 2-05 CONT, I-r5 CONT, MONOLITHIC P2 1'-611 COW. 1611 1211 1211 2-S CONT. ----- I-S CONT. -- "5 REBAR 6" O.C. EACH WAY BEARING WALL THICKENED EDGE COLUMN PAD TOP AT 16 BELOW PIN. FLR �3 1' 0" x CdNT. 4 3'-6 x Y-61 F5 3'-0'l x 3411 1211 5 REBAR 6" O.C. EACH WAY z XOL Q ® X Li WINSTON-RH-CUSTOM Date: II-28-18 Scale: ASSHoWN Drawn: T5 42 REVISIONSI DATE C C QL. C SCYL E: 1/4" _ 11 TRUSS/ UPLIFT G ONNECTOR/DEVICE CONNECTOR ALLOWABLE NAILS-QTY. Q 51ZE PER REMARKS / MEMBER FORCE O LOAD VALUES CONNECTION (10d NAILS PRODUCT MARK/ID N N ARE 1 1/2" LONG FOR APPROVAL SINGLE MEMBER TRUSS E REACTION UPLIFT LATERAL LATERAL C LOAD LOAD TAPCONS - CITY 4 SIZE T PARALLEL PERPEND PER CONNECTION O TO BEAM TO BEAM R �I2 BOLTS - QTY 4 SIZE PER CONNECTION TYPICAL UP TO # SIMP50N SINGLE 9-10d X 1 1/2" NAILS TRUSS 1810" OR I HETA 20 ---- 1,610* 3400 IC350 EA. STRAP - TO 2500" lq SIMPSON DOUBLE 12-166 NAILS MASONRY FL-11413 HETA 20 13500 15200 APE) 2 X 4 SCAB 12" LONG T O I PLY TRUSS- 8 -16d NAILS GIRDER TO WALL UP TO 2150 O SIMPSON LG72 ____ 100" ilo" 16 - 16d SINKERS 1- 1/4" X 2 1/4" TITEN FL-11410 TRU55 TO BEAM UP TO O SIMPSON HIOA ____ 11400 59o" 2850 9 - loci x 1 1/2" TO PLATE FL-11418 (WOOD) 11400 9 - I06 x 1 1/2" TO TRUSS TRUSS TO BEAM UP TO O SIMPSON LGT 2 ---- 2050" 1000 1100 14 -16d SINKERS TO STUDS I6 -16d SINKERS TO GIRDER FL-11410 (WOOD) 2050" ADD 2 X 4 SCAB 12 LONG TO I PLY TRUSS- 8 -16d NAILS HANGER TO WALL UP TO O SIMPSON LGUM210-2-SDS 9515* 3515" - __ - _ - 8 -3/8" X 4" EXP. BOLT FL-11413 3515" 8- SDS 1/4 X 2 1/2" TO GIRDER TRUSS TO LEDGER UP TO O SIMPSON NUS 28 4,220" 20000 __-_ ____ 22 -16d NAILS TO LEDGER FL-10655 (WOOD) 2000" 8 - 16d NAILS TO TRUSS GIRDER TO POST UP TO 5,680" O SIMPSON CCQ44SpS25 19,020" 5fo80* ---- ---- 14-1/4" X 2 1/2 SDS TO POST (WOOD) I6-1/4" X 2 1/2 SDS TO GIRDER FL-10890 TRUSS TO WALL (WOOD) UP TO 3685* O6 SIMPSON LGT3-SD52B 3685" 1S50 4100 26 -16d SINKERS TO STUDS FL-11410 12 SDS 1/4 X 2 1/2" TO GIRDER NOTE: ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUR 12 3 Q2 3 y O O \ RIDGET / OI O 02� �02 \\v / O \ Ln G ---- - 1t-0 3 O 3 UD NOTE OTHE OTHERWISE T`'FICAL END DETAIL PIGGY BACK TRUSSES ATTACHED TO MAIN SPAN TRUSSES Wi SIMPSON LTS 16, 12-10d x I IR" NAILS (FL 10456) (TYP.) (NOTE: INSTALL THRU PLYWOOD) 2X4's AT 24" O.C. ANCHOR TO ROOF TRUSS W/ SIMPSON LUS24, b-10 NAILS (FL 10655) TO DROP GABLE W/ SIMSPON HS, 10-10d X 1 1/2" (FL 11410) (TYP.) (3) LAYERS OF STUCCO APPLIED � TO METAL LATH, ON (2) LAYERS OF VAPOR BARTa LATH NAILED Of P GN NAIL TO 5/8' CDX FLn1OOD NAILED TO TRUSS VERTICALS OF DROP GABLE END AT 24' 00. V (Sd RING S 44W NAILS 04' EDGES / 6' FIELD.) BEARING BELOW NOT(,: SEE TYP. WALL SECTION FOR FURTHER DETAILS 5/P �8 COX PLYWOOD DECKING NAILED TO TRUSSES w/8d RING SHANK NAILS, AS PER ZONES. ZONES O &O : 8d RING SHANK NAILS 0 6"o.c. THROUGHOUT. ZONE O: 8d RING SHANK NAILS 0 4"o.c. AT EDGES. : 8d RING SHANK NAILS 0 Cox, AT INTERMEDIATES. ROOF NAILING ZONES SIMPSON 14MTKT— W/ (4)1/4" DIA. X 1 1/2" SDS SCREWS TO INTO TRUSS AND (5) I14" DIA. X 2 1/4" TITEN SCREWS INTO BEAM BOND BEAM SIDE VIEW AT MAIN AN TRUSSES TYPICAL WITH BOTH HM%T 24"O.C.TRUSSES. CLIP AND HTSMI6 • O UPLIFT- MO LBS FI • 190 LBS F2 , 2W LBS AT JACK TRUSSES USE H SKT 505TON HIP DETAIL SCALE: N.T.S. SIMPSON HIO (10) 10d x 1 /2" NAILS LADDER FRAMING BETWEEN TOP CHORD OF TRUSSES SIMPSGN 1" TOP AND BOTTOM (b) Sd NAILS 1/2" DRYWALL AND INSULATION ON THE (2) 2 X 8 TOP PLATE 2 X 8 * 16" O.C. INTERIOR SIDE 51hPSON MSTM Ib UY (8)10d AID (4)1/4" X 2 1/4" TAPCONS EACH SIDE 2 X 8 F.T. BOTTOM PLATE 1/2' DIA X 6" WEDGE ANCHOR * 32" O)C. (3) LAYERS OF STUCCO APPLED II 11 Ll TO METAL LATH, ON (2) LAYERS OF VAPOR Btu LATH NAILED W2• GIN NAL TO 5/8' Wx PLTU= NAILED To SLOPED IQJEEWALL EXTERIORSIDE (8d I" SNAILS 04' MCES t 6' FIELD; a4 5LOFED KN EWALL DTL" 44 SCALE: 3/4' • P-O" TRU55 CONNECTION LIST I WALL HT. LEGEND HTU26 EM 12'-4" AFF HHU526-2 ME 9'-4" A.F,F HGU828-3 �.m 13'-3' A,F,F ISOLATE TRUSS FROM CONCRETE W/ A GALv. METAL PAN OF A SINGLE LAYER OF SO FELT. SIMPSON HTSMI6 STRAP W/ (4) 1/4' DIA. -X 2 Y1 TITEN SCREWS INTO BEAM AND (9) 10d x 1-1/2' NAILS INTO TRUSS, UPLIFT• 805. L59 PI 610 LBS OUTSIDE FACE INSIDE FAGS P2 • 200 LBS 11155ED ANGNOR DETAIL GENERAL NOTES: ROOF TRU55E5 I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED FOR STRUCTURAL AND ARCHITECTURAL DESIGN, TRUSS MANUFACTURER IS RESPONSIBLE FOR THE FINAL TRUSS LAYOUT, SPANS, AND ALL TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. 2. WOOD TRUSSES SHALL BE FABRICATED BY A LICENSED WOOD TRUSS FABRICATOR TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRUSS DESIGN SHALL FOLLOW THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRU65ES," BY THE TRUSS PLATE INSTITUTE. 3. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT ALL TIMES. 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS MANUFACTURER'S SHOP DRAWINGS. 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED BY THE TRUSS MANUFACTURER 6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT AND TILLS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. 1. ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED. SEE TRUSS MANUFACTURER'S SHOP DRAWINGS, . •..m..4i 9 ��tttttsttsptBtBPetl>�IBte��6ii zU �Nh V z W m a M A � 13ak W N � N as � �tW7a Q�� �WU U a da U IF ILL( C :2 WINSTON-RH-CUSTOM Date: 11-28.18 Scale: ASSHOWN Drawn: TS REVISIONS DATE T m N 12 METAL ROOF (TYP.) TEMP. 11 SEAS_ ELEVATION SCALE: 1/4" = I'-0" ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT OFEINMG SCHEDULE: SWING DOORS, OV EAD DOORS, 6LIDMG DOORS, FIXED aM, WMDOW, d SKYLIGHTS: OPENMG PRODl1Ci MODEL 0 SIZE MAIVACIM GLASS ATTACIff11T METHOD PRODUCT APPROVAL BIJILDMG DESIGN PRODUCT DESIGN ID DESCRIPTION TYPE SIZE 5PACWG 4 EMBEDhENT NUMBER F'R1:SM PRESSURE EXTERIOR DOOR METAL IV, X SO CLOPAY WA DETAIL V FL 165466 053/ -382 +36D l -42.0 = 25 ME HWG 81AA PVC ()PACT) 38" X 63' CUSTOM IUNDOWST8TEM8 5/16, LAMI 346" x 1 A" TAPCONS , FILL ALL HOLES FL16111.1 6655/-AB +10D l -100 3 EXTEROR DOOR OPAaE FIDER:i M (2) 38" X 96' TMMTRU WA Mix 3 V4' TAKU 610 RM, IP OL FM FL 204686 621/42.TI fto / -e0D 4FINED GLASS TRANSOM PW 8300 PVC (IMPACT) Y2" X 6' CUSTOM W OU SYSTEMS SW LAMI 346' x 13/4TAPCON9 FILL ALL HOLES FLI3010.4 +3628/-4158 +150 / -150 5 25 6W4E" BIAS PVC (IMPACT) 38' X 63' CUSTOM WNDpU SYSTEMS Mb" LAMI 3/16' x 1 I/4' TAPCCPL9 , FILL ALL HOLES FL1011 +3655/-3915 +10D l -100 635 SWILE 4M )NOS PVC (IMPACT) 54' X 63 CUSTOM WINDOW SYSTEMS 548" LAMI 346' x 1 A 'TAPCM, FILL S FL1611i "36-%l-48W A0D l -100 1 fl ASS FW 830A PVC (IMPACT) 36' X 24" CUSTOM IV= SYSTEM 54b" LAM) 1 3/ib" x 13/4' TAPCM , FILL ALL HOLES W10.4 I +35b8/4638 8 H 32 6R4:iLE M 8105 PVC (IMPACT) I 2b VP X 26" CUSTOM WM SYSTEMS 546" LAMI 3/16" x 1114' TAPCONS , FILL ALL HOLES FLI011 +96551.48.11 +100 / •100 S HXED GLASS FW 83M PVC (IMPACT) E' X 60' CUSTOM W OU SYSTEMS 5/16" LAM) 346' x 13/4' TAPCONS , FILL ALL HOLES FLB010.4 +3128/4558 +150 / -150 0 EXTERIOR DOORS GLAZED FIBEfda M (2) w X %I THERlATF41 546" LAMI V4' x 3 W' TAKM 6' Rd2'I EDGES, VOL MELD FL20468.0 +33,61/-42TT 4WD l -MJV IIDqPJOR DOM AZED MBE (2) 36" X SO w/(2) 24" x 96' 6. LITES THER14% SWLAMI V4'x 3 UPTAKM WRTIM,, VOL HELD Tit 8J2 + . - "50D 1.500 12 RV GLASS IRA 40 PD 83M PVC (IMPACT) BY X 36' ARCH CUSTOM WMDLW SYSTEMS 546" LAM) 3/16' x 13/4' TAPCCd4 , FILL ALL HOLES FLI3010.4 6486/-3501 +150 / -15D 13 25 SKE 4M 8100 PVC (IMPACT) (2) 38" X 63' CUSTOM WRM SYSTEMS 5/16' LAMI 346' x 1 A TAPCCHS, FILL ALL HOLES KIWI +3555/-48.11 +100 / -1AD 14 25 6WjLE HNG 8100 PVC (IMPACT) (2) 35 X 63' CUSTOM WNDOW 5Y6n 546' LAM) 346' x I V4' TAPCLN9 , FILL ALL HOLES FLI6I11I +3bM1.48JI + D l - 0D 5 25 SRYxLE HNG NOV PVC (IMPACT) 1 35' X 63' CUBTOM WMDOW SYSTEMS 5/Vi' LAMI 346' x I V4' TAPCLNS , FILL ALL HOLES fl.16I11J +3655/-48.11 4100 / -10D 16 25 SMGLE Hl4G 80S PVC (WACT) 38' X 63' CUSTOM WMDOW SYSTEMS 546' LAMI 346' x I V4' TAFCC45 , HLLALL HOLES FLI6MJ +3655/-48.11 + AD l - 0 11 H 32 NKE 4M 3 x + + 18 EXTERIOR DOOR OPAaE FIBER'iI.A55 38' X 96' I T4ERUM WA IW' x 3 Vd' 1APCGH56' FRg1 EDGES, U'OL RF1D FL 20468.4 +33.81/-42.11 +500 / -500 im TEMP. TOP OF TRUSS HEEL - TOP OF BEAM P_m' OR I CH 0H L0 O 0 CEMENTITIOUS MATERIAL (TEMP) (TEMP) io ON CONCRETE BLOCK 13 FIN. FLR. L CEMENTITIOUS MATERIAL ON CONCRETE BLOCK 16 (EGRESS) IG;HT 5IDE ELEVATION SCALE: 1/4" = I'-0" Wj9 `v m I FIN. FLR DECORATIVE OUTLOOKERS ON FREEZE BAND STUCCO PICTURE FRAME ON 16" MASONRY COLUMN (TYP) BANDING (TYP) (OBSC./TEMP.) ❑EMT SIDE ELEVATION SCALE: 1/4" = I'-0" 12 METAL ROOF (TYP.) 4111 ila I I u lei - - 4 ° ❑ ° ° E101101:1 1:111 El ❑000 EE1100Hkil ❑❑❑ 11711❑❑ FE] ❑❑❑❑❑❑❑❑ Q (D (EGRESS) FfRON T ELEVATION SCALE: 1/4" = I'-0" TOP OF BEAM TOP OF BEAM STUCCO LAP SIDING (TYP) 'm STONE VENEER (TYP) FIN, FLR -K Uz� w +n � W a m m A a �y- W N O w U H W C4 U �0z N rOhd�#.U�4U ova a U V 1LLI IL ® -<IE ir- Z CID m0 �— 1�L.� z X X1L�� WINSTON-RH-CUSTOM Date: II-28-18 Scale: ASS4dOWN Drawn: Ts REVISION DATE s z— SF24-IT SF24-15 (r REBAR) �- LINTEL BOTT. 0 8'-3" ©I i�iWiU o jA IN Wil a I=I Ll I I!II= M45TER 5EPROOM 9'-4" TO 101-8" COFFER CLG. VAULTED CLG. SECT i ® A& SCALE: 3/0" = 1'-0" M Cq GIRDER TRU55 CONTINUOUS FROM IN51DE HOUSE TO THE OUTSIDE PORCH 8" FILLED CELL KITCHEN 9- O 0-m" COFFER CLG, 5'-6 1 LINTEL) BOTT. tv } ii 9 SCALE: 3/0" = I'-011 BEDROOM 1 V-4" CLG. 8" X 32" BOND BEAM p.01 -�c a � s 4t, SF32 - IT ��,........... 8F32-IB (01 REBAR) AT TRUSS GAP •� SLOPED KNEEWALL ON WALL TRUSS PROFILE BEYOND P/. °,,.�/`� 8" X 16" BOND BEAM d •�`4'➢}ldugCPdilM84641W� U 8FI6-IT SFI6-I15 (01 REBAR) - 8" X 16" BOND BEAM m � M A N W w wN �u��z u- ua� 0w� N 8" FILLED Q a H ° w CELL W/CONTI UOUS WALL O , L, # .4 v U 0 4, 4 7 10 U JLU m rry Z Q0 � U �— iu al c4� <tl D U z X X H WIN6TON-RH-CUSTOM Date: a-aa-Ia Scale: A66HOUN Drawn: T6 ROOF TRU65 45OVE REVISION DATE STRAP TRUSSES TO DEL 2 X 6 TRAP EACH 57Up TO PLATE W/ SP6 SIMPPLATE TIE AND NAIL TOP PLATE W/ SIMPSON HIOA NAILS W/6 NAILS (18)10d X 11/2" NAILS STRAP EACH STUD TO PLATE W/ 2"x 6" (MINIMUM) STUDS ® IS" O.C. °°' `"'° ' m�°O , ....Y� .; �. SP6 SIMPSON PLATE TIE AND NAIL W/1/2 DRYWALL BOTH SIDES AND R-13 FOAM INSULATION ATTACH TRUSSES TO `�•°•'•Y W/ 6-10d X 1 1/2" NAILS 211x 6" BLOCKING (MIDPOINT) LEE)GER W/ SIMPSON a' HANGER (SEE CONNECTOR j .- 2x6 (P.T.) PLAT I/2" DIA. x 6" WEDGE ANCHOR 032" O.G. " `" : SCHEDULE ON SHEET 44) LU/3"x3"xI/4" PLATE WASHERS AT CONC. WOOD BASE 4 TRIM FINISHED FLOOR i } Ca Istlu,.J4yn81r15f%5651C14M114�i p�—��� ACC � • .• A '4 e ATTACH (2) 2 x 12 P.T. LEDGER TO WALL WITH 5/6" DIA. EXPANSION ~ SEE FOUNDATION PLAN FOR BOLTS 16" O.0 STAGGERED (3" EMBED) CONC.FOOTING SIZE AND REINFORCEMENT PROVIDE SOLID POURED FOR LEDGER 5 TiNT° 5 A iN WALL DETAIL LEE)[DETAIL CJ i NTS a o CJ 1 SCALE: 3/4" I'-m" W V N N x N wEW U Z (3) 2 X 12 HEADER W/(2) I/2" PLYWOOD FLITCH DOUBLE TOP PLATE v O z GLUED AND NAILED , III NAILS ; S" STAGGERED x BLOCKING 2" �• 0 W N a I NDW P x FURRI CMU. r a 4 U FASTEN SCUDS OR WOOD TO DOUBLE TOP P.7. 2" x 8" W/ WITH SIMPSON FASTEN JACKS,® I/4" DIA. x 2 3/4" SCREWS 5/8" GDX PLYWOO OR 010 X 2 3/4" SCREWS SP6 PLATE TIE TO WOOD HDR 12 O.C.Oc W/ 6-I06 NAILS CONTINUE STRAPPING WITH SIMPSON 2" x e" BLOCKIN Jy TOP PLATE ACCROSS META 12 STRAP 5/e" CDX PLYWOOD p` HEADER/CRIPPLE AT 24" C/C W/ 10-10d NAILS " - W/ 8d NAILS WITH SIMPSON MStA 12 STRAP W/ 10-106 NAILS FASTEN STUDS INTERIOR SIDE EXTERIOR SIDE PROVIDE DOUBLE STUDS TO BASE: PLATE UNDER ALL E3EARING WA U11TH 6IMP50N HEADER OPENINGS UN.O 5P6 PLATE TIE OPENING WIDTH 2 X 6 W/ II NAILS P.T. WOOD BASE A 2" x s BLOCKING FULL WIDTH OF WALL W/ 2-8d NAILS AT EACH - FACE THRU PLYWOOD + - TO 2x4's T SAFCHED A F,, IN WALL OF NIN C? TAIL &DET741 OFENING- 5 � S1 NTS Si NTS � <r Lu 12 12 R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ 'NO — 12 BURN PLUS' INTUMESCENT IGNITION BARRIER FLAME SPREAD INDEX t OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX ✓ OF 450 OR LESS COMPLYING WITH FBC 6TH EDITION (2011) --u LL _ META. ROOF ON PALISADE INDERLAYMENT METAL ROOF ON PALISADE UNDE LAYMENT RESIDENTIAL CODE, SECTION R316 MECHANICALLY FASTENED TO MECHANICALLY FASTENED TO AND TESTED PER ASTM E64 AND UL 123. a U 5/8" CDX PLYWOOD 5/8" CDX PLYWOOD 8d RING SHANK NAILS (SEE SHEETA-4 FOR SPACING) ad RING SHANK NAILS (SEE SI-EETA-4 FOR SPACING) METAL ROOF , CN PALISADE UNDERLAYMENT ® Lu ON AFFROVED, PRE ENGINEERED ON APPROVED, PRE ENGINEERED MECHANICALLY FASTENED TO CID WOOD TRUSSES a 241 O.C. WOOD TRUSSES • 24" O.C. SO' CDX PLYWOOD Sd RING SHANK NAILS (SEE SHEETA-4 FOR SPACING) }— STRAPS PER STRAPS FER ON APPROVED, PRE ENGINEERED CONNECTOR SCHEDULE CONNECTOR SCHEDULE TO, CHORD WOOD TRUSSES • 24" O.0 4 TOP CHORD TOP CHORD BRIDGING 4 BRACING STRAPS PER � (L N BRIDGING 4 BRACING BRIDGING 4 BRACING FER SHOP DRAWINGS CONNECTOR SCHEDULE co PER SHOP DRAWINGS PER SHOP DRAWINGS U ME ELEVATIONS FOR WALL HT SEE ELEVATIONS FOR WALL HiS. Uri 8EE ELEVATIONS FOR WALL HTS. a a "RAT RUNS" RAT RUNS 'm8'-0" (MAX.) CsALV. METAL DRIP EDGE RAT RUNS 8 -0 (MAX.) ' ®8'-0" (MAX) 5/8" DRYWALL (CLG) '•". GALV. METAL DRIP EDGE (3) EATERS OF BTIJCCO APPLIED ° ' ON I X 2 P.T. DRIP STRIP (3) LAYERS OF STUCCO APPLIED GALV. METAL DRIP EDGE ON I X 2 P.T. DRIP STRIP 1 X 2" P.T. NAILER ON I X 2 P.i. DRIP STRIP ~ : •. PROVIDE FIREBLOCKING " 2 X 6 FASCIA SEE ELEV'S TO HIGH RIBBED METAL LATH NAILED 2 X 6 FASCIA TO HIGH RIBBED METAL LATH NAILED TO BOTTOM CHORD OF TRUSS W/ TO BOTTOM CHORD OF TRU88 W/ SEE ELE V'S 2 X 6 FASCIA • • METAL LATH ATTACHED FER FBC R103.1J W/ 511DC0 BB 2' LATH NAIL (I 3/4" FfNEiRATION) 6" Of -METAL FER ASTM C1063 SEC.1.1023 LATH ATTACHED PER FBC R'103.1J UV STUCCO FINISH SO1M AND SGfW VENTS (SEE SHEET A4 FOR VENT CALC'S) 2' LATH NAIL (13/4" PENETRATION) 6" O.C. PER ASTM GI063 SEC.1.1023 •n •. METAL LATH ATTACHED PER FBC R103.1.1 W/ S11J000 FINISH SOFFIT AND SCREEN VENTS (SEE SHEET A4 FOR VENT CALC' FINISH SOFFIT (NO VENTING) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) 8Fi6-1B/1T BB.2 1 X 4 P.T. (TYP) FILLED W/3000 PSI GROUT (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) CURTAIN NAILER PRE -CAST LINTEL OVER OPENING (W/1-" 5 ® CORNER RETURN BAR 30" LONG EACH WAY) PRE -CAST LINTEL OVER OPENING MASONRY TENURE OVER PRE•CASi LINTEL OVER OPENING (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) CONCRETE BLOCK (3-COATS) (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) /1 1/2" DRYWALL ON 3/4" FURRING STRIPS APPLIED ON TOP WINDOW OF V RIGID FOAM BOARD W/ CONT. FAVERBRICK ALTERNATIVE 2 3/8" THICK PAVERBRICKS ON I COLUMN BEYOND PAVERBRICK ALTERNATIVE 16" MASONRY COLUMN TAPED SEAMS OVER VERTICAL (NOT REQUIRED IN GARAGE) a} ng P LEVELING SAND ON 4" TO 6" 2 3/8" THICK PAVERBRICKS ON POURED CONC OR SHELLROCK BASE FILL MASONRY TEXTURE OVER I" LEVELING SAND ON 4" TO 6" SHELLROCK BASE FILL 4" X 8" BLOCK COLUMN BASE PRECAST CONC SILL — > CONCRETE BLOCK (3-COATS) CONCRETE BLOCK O-COATS) (1) 5 VERT. *EA, COLUMN 411 PS.I. CONC. SLAB 4"-2,500 PAL CONIC. SLAB (SEE FOUNDA110N1 PLAN H ( � FIBER MESH IN CONC. ON FIBER MESH IN CONC. ON WOOD BASE 4 TRIM 1_11 (I MIL VAPOR BARRIER ON " x 12" THICKENED 6 MIL VAPOR BARRIER ON 8" x 12" THICKENED MA50NRY TEXiURE OVER COMPACT, POISONED 501E OR PAVER BRICKS EDGE 1-05 CONVTYP) COMPACT, P0150NEp 501E EDGE I-5 CONT.(TYP) 4"-2500 PSI CONCRETE SLAB CONCRETE BLOCK (3-COA75) Z P15ERMESH IN CONCRETE ON MIL. 1 I L C, CA 6 VAPOR BARRIER ON SOIL COMPACTED, POISONED " j I . I GRADE ° P 4411 a GRADE TOP OF SLAB =III I=III=I—I— I e '° I° I—III—III=III= III—III—III—III—� III I =I I=III=III=III ,hdl- 1. III Ii a III—I—�—_—_— FINISH G RADE X �L ° —III —I —I —_—__ COMPACT FILL To MIN. =I I I=I I =I I El I p X _q �C x , _ _ III III S5% MAXOD-F�ROCTOR _ _ II III III III III III WIN6TON-RH-CUSTOM F—I I —I d d I —III —III �° p I I I —I 1 I- Li I=I m ° 4 a < • a _— - III —I - III— _ =I I=III—III—III—I I —I I .I —_ _— III —III —I I —I I —I I —� —III—III—III—III—III—III—I _I ---I Ial—I i I I—L�.—III III —I L—III—I Date: II-28-18 _ —III—III _------ — a III=III=III=III=III= =III=III — _ SEE FOUNDATION PLAN FOR � GONG PAD SIZE AND REINFORCEMENT III —III-- -- - � III= = =I -------- = = =III=III, SEE FOUNDATION PLAN FOR � CONIC. PAP SIZE AND REINFORCEMENT SEE FOUNDATION PLAN FOR __ _ _ _ _ — _ _—III III —I I—� �-_III—III—III—III—III—III- CONC.FOOTUJG SIZE AND IIINgORCEMEN'r III=III=III=III=III=III—I_— I III=III= I� I I--I�: III=III=III=III=III Scale: AS SHOWN �IIIIIII III III III —III —III —III III I I„ I I I I I I ICI I I I I I,, I I�IIIIII III III III III —III —III 111 III I I I I I I I I I I I I I III —III III III III III�II _III —III, II1�11IiII—III—III—III—III i,I ► I I I I I —ITT I � I— —�. I I I I i - I 1 111 I ( I I I I ,, I I, I I I I I I I I ,III I � —III —I �I , I —III —III —I I I, IIII�IIIII ,�I1— i — II-III_III— Drawn: TS, 3 TiFICAL FOfRCN SECTION 2 T"" FICAL ENTR""r &ECTiON MA&0NF""`i' WALL SECTION AI CJI SCALE: 3/4 • V-0" sl SCALE: 3/4 = V-0" OJ1 SCALE: 3/4" - I'-0" 1- 1/2 1 SCALE: 1/4" = 1'-0" ELECTRIC141. SYMBOL& LEGEND qJJ DUPLEX RECEPTACLE ® JUNCTION BOX ® EXHAUST FAN 220V RECEPTACLE © TV JACK VP VAPOR PROOF j® (f/ SWITCHED RECEPTACLE PHCNE JACK - PREWIRE ONLY \ FLOOR DUPLEX RECEPTACLE`` ��^V ///\ 0 CEILING PAN OUTLET Am QUADRUPLEX RECEPTACLE v DOUBLE FLOOD - SOFFIT MOUNTED P'REWIRE ONLY -NO SWITCH I \ / W40ESCM FWANT FIXM - CEILMG WNW GFI GROUND FAULT INTERPoJPTER WP GFI WEATHERPROOF GROUND FAULT MTERRUPFER INCANDESCENT FIXTURE - CEILIN^.a MOUNTED / \ 51NGLE POLE SWITCH INCANDESCENT FIXTURE - WALL MOUNTED I }+ CEILING FAN /LT.OUTLE Y \ / 3 WAY SWITCH RECESSED HIGH � � HAT W/ TRIM R $q 4 WAY WITCH4 F ELECTRIC CO. METER PU5HBU7'FON � ELECTRICAL PANEL II ,^—, '1_J DISCONNECT BWITCN FLUOR LIGHT 810MCAREON M..N' OXIDE DETECTOR WiNM m'-0-CF A EEDROOM tuTca-�Nsrlm.aeT�r nus�oi PANEL ELECTRICAL LOAD CALCULATIONS CIRCUIT NO, DESRIPTION CIRCUIT WATTS REMARKS POLE I TRIP WIRE 1-8 LIGHT'S 4 RECEPTACLES 1 15 M4 5,601 s 3 X S.F. SJI RANGE/OVEN 2 30 MO 8,000 10,12 COOKTOP 2 30 MO 5000 13,15 APPLIANCES 1 20 1 "12 l3wo I (CFI OUTLETS ONLY) ® - ©.,, o , ,,,,, 24 HOOp 1 20 "12 1,500 (CFI OUTLETS ONLY) 25 DISHWASHER 1 20 012 1,500 (GFI OUTLETS ONLY) 26 WASHER 1 20 012 1,500 (GFI OUTLETS ONLY) 21 MICROWAVE 1 20 M2 1,500 (GFI OUTLETS ONLY) 28 IBATHROOMS 1 20 "12 1,500 (CFI OUTLETS ONLY) 2S GARAGE DOOR OPENER 1 20 012 1,500 (GFI OUTLETS ONLY) 30 KITCHEN 1 20 012 1,500 (GFI OUTLETS ONLY) 31 REFRIGERATOR 1 20 012 1,500 (GFI OUTLETS ONLY) 32 DISPOSAL 1 20 M2 1,500 (CFI OUTLETS ONLY) 33-42 1 SPACE TOTAL LOAD: 44,601 - 10,000 = 34,601 IST 10 Kill 0 100%.: 10,000 REMAINDER a 40% : 13,843 A/C 10,000 ® 1009a : 10,000 TOTAL: 33,843 : 240 - 141.01AMPS REVISIONSI DATE OVERHEAD " SERVICE �[ 2(4/0) ALUM. SE CABLE r� 1 12/0) ALUM, SE CABLE 2" CONDUIT cYl 2004 m Lull METER MAIN BREAKER �I —� LL CLAMP TO CLOSEST REBAR PANEL 120/240 VOLT NOTE: INTERSYSTEM 50NDIN63 STRIP 18 REQUIRED AT THE MAIN SERvICE GROUND 04 C.U. CLAMPED TO FOOTING REBAR AND C.W. PIPE NOTE: GFI OUTLETS PER PLAN 2PNF-NEMA 3R 240V A/C t MAIN DISC. e PANEL 42 CIRCUIT PANEL A/C RATED 10000 W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES ELMISTRIC4L RISER NTS NOTE: ALL ELECTRICAL IN THE AREA OF CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 014 NATIONAL ELECTRICAL CODE 2. ALL GFI RECETACLES TO BE TAMPER RESISTANT PER NEC 2014, ARTICLE 40ro.11 3. PROVIDE ARC FAULT CIRCUIT PROTECTION PER NEC 2014 ARTICLE 210.12 4. PROVIDE TAMPER RESISTANT RECEPTACLE& PER NEC 2014 ARTICLE 210 5. ALL BATHROOM CIRCUITR-I TO HAVE GFCI PROTECTION PER NEC 2014 ARTICLE 210 .5 rD ® 0) i1 ry nQ (L N U U l� z LIJ H X Lu Xi WINSTON-RH-CUSTOM . Date: 11-2a-is Scale: A8 6HOLLN Drawn: TS m 1 --- --III CAUTION... 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I @ 9,_4„ CJ3/ (V r CO2 r: G04 , / F \$� G) CJ1 I� / / J2 / J / / II CJ1 3' 0" \ / \ i 3' 0' d / / . n,, . ,. m ...., X ',,. CO2 G05 / , \ / o0 urn, � ✓3 \ \ U - / / \�//\\ Z� U w w w ti✓5r d Gob 0 9NMNNMB Nlgt OtlRtlPN4„!!M[aWBtUtteY 86W0tACJttW'fati, RA Ifll J1 0 N 1 4JT l 0„ r w, CO3 1 r— ❑ !p �- "7� Q rwi ma,nn wnwi aan.xYazta vxn �x<enaeuaxmm ,� VO C04 00 ��� U, 7 M CJ1 � �`� D PP / CJ5 V03 ram,,,.. . CJ5 _ - OPP D T/C 4y I w w U u' CJ3 _ CJ3 o i1) CJ1 CJ1 2' 4" 81211 2' 41, 41011 l% O, 811 o v 71011 , LO r r n r N M V V ��% w w w w Li V U 1 g' 8" 12' 10" 21, 4II 53' 10" HatchLeg-end 9.4 11 A.F. F 12'-4" Am FmF 13'mill A.F.F TRUSS END DETAIL SQUARE CUT OVERHANG 12 57 5-1/2" / HEEL HEIGHT r—VO 0 FILE C HANGER LEGEND * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 170 MPH *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: PSF TCDL: 15 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF TOTAL: 45 PSF TOTAL: PSF DURATION: 1.25 DURATION: IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin, For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. Z )ate NOV 2 IDO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-61 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) f ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. RLF'ER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS - - WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT 5 LUS24 8 HTU26 HTU28 2 HHUS26-2 1 HGUS26-2 HGUS28-2 L.— HGUS28-3 BUILDER: SYNERGY HOMES REs: HOWLAND MODEL: MOD. WINSTON ADDRESS: PALMETTO DRIVE LOT: N/A CITY: FORT PIERCE COUNTY: ST LUCIE DRAWN BY: I JL JOB # : 1589606 DATE: 10/31/18 - [SCALE: r- NTS 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475