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562 TIMBER BRIDGE LANE - REVISION 6-28-18CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS RES18-0089 Date6/28/2018 Revision to Issued Permit X Corrections to Comments_ Permit # Project Address 562 Timber Bridge Lane Contractor /Contact Name Audrey Regnier Phone 904.595.5243 Email aregnier@tollbrothers.com Description of Proposed Revision / Corrections: Permit Fee Du 2 copies of revised structural plans to match already approved and pe arch plans. Changes are clouded. Additional Increase in Building Value $ By signing below, t Audrey Regnier n (printed name) A^ ,n Additional S.F. affirm the Revision is inclusive of the proposed changes. of ntractor/Agent (Contractor must sign if increase in valuation) Approved x Revision/Plan Review Comments Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services (Office Use Only) Denied 141c/- b 6/28/2018 Date Not Applicable to Department Reviewed By Date 0 0 I Q0 - I rn 0 - I rl 1 00 ll -4 z 0 12"xl 2" CMU PILASTER BUILT INTEGRALLY w/ STEMWALL w/ (2) #5 - VERTICAL T/PILASTER = F.F.E. (2 PLACES) S-6" 3'-0" WIDTH DEPTH BOTTOM BARS F2.0 841-0)) 2'-0" 11-011 3-#5 EA. WAY SOT. F2.5 2'-6" 2'-6" l.-011 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 11-011 3-#5 EA. WAY BOT. b 0 -1 12"xl2" CMU PILASTER BUILT 0) INTEGRALLY wl STEMWALL w/ ERTICAL T/PILASTER ( F. F. E. (3 PLACES) 3 C\j ,STAIRS BY . ' I ) BUILDER U S1.01 S1.01 (D U) 00 F7 --q- %k 'k V-4)) 'I'll "I "I "17117. 17 L 7. 7. 71,73! 0 F ^3 .01 > .01 !4'-8" of- 1) 1 4 C -O" > C 01 1^4 7B Oil Ilk 2 �Sl.ov I'S1.01) \�sl.bl SAWCUT _jI J� j :D /+ .......... ... <1 CN STAIRS BY 7 6 IX '-BUILDER S1.01 S1.01 ^3 4 �S' 1 - OV S1.01 4- LJw S1.01 L F_ 6 - MONO FOOTING TO Sl.(l STEMWALL w/ 2 #5x3O" PROVIDE 2 -#4x4' -O" DOWELS EPDXIED 6" MIN. CORNER CRACK BARS S1.01 - Vol AT SL AB MID -DEPTH. l'-6 I 7 171-00$ 10 6'_ S1.01 4" CONCRETE SLAB w/ CD FIBERMESH @ 1.5 LBS/CU.YD. F Z4� OF CONCRETE OR 6x6 Wl.4xWl.4 WWF ON 6MIL VAPOR BARRIER 6 [PAVERS IN PREPARED GRADE. -N\ ^8 S1.01 1714 - 1 In BY 8 IOTHERS \�Sl.ol 21-8" � �-o I PROVIDE SAW CUTS PER STAIRS BY 5/Sl.01, BUILDER TO BUILDER 0 PAVERS COORDINATE WITH FINISH I BY OTHERS FLOOR MATERIAL. SLIDING GLASS DOOR FRAMES MUST BE RECESSED 9 SEE ARCHITECTURAL PLANS I xA \��l Oil FOR LOCATION OF SLIDING r6 GLASS DOORS. S1.01 S1.01 - Vol 0 MONO FOOTING TO -In MO 0 FOOTING TO I STEMWALL w/ 2-#5x3O" ST WALL w/ 2-#5x3O" )OWELS EPDXIED 6" MIN. DO ELS EPDXIED 6" MIN/ X>< Sl 01 X S1.01 S1.01 S1.01 F� V-0)) 13'-8" 361--8)j 3'- 6 7)-0)) 3'- 6 ll) -4)1 S-4 ILI 3) - 6)) S-0)1 14'-8" 65'-4" e2)-8" 90'-6" A FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 11-011 3-#5 EA. WAY SOT. F2.5 2'-6" 2'-6" l.-011 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 11-011 3-#5 EA. WAY BOT. F3.5 3'-6" 3* -6" l' -O" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" l' -O" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE NTH ASTM D 1557. FOUNDATION SCALE: 1/4" = l' -O" SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS OFFICE COPY R Sp# DAT9 SION 19 --mc LOU vontigo and Associates, Inc. 420 Osceol a Ave n ue jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA 4 8344 SC: CA# 3579 EN 0 % ST 0F J Q /ON lZ Luis A. Pontigo, PE FL PE#53311 ZN PORCH 02.23.1 E FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO r2 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO Et ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 7 z U LD < Lf) Lu LLJ 00 0 Lij I Llj 0 CL 0� LLJ Lf) D C] 00 LLJ Z 00 I U FOUNDATION DO NOT SCALE DIMEN=FROMS THESE DRAWINGS, IF A SION UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LAN NAME ANASTASI A - SHINGLE DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 01.16.18 SCALE ASNOTED LPA No. TOLL -18-00010 CONTROL No. 3750 SHEET S1.0 \I-ifLT b 0 -1 12"xl2" CMU PILASTER BUILT 0) INTEGRALLY wl STEMWALL w/ ERTICAL T/PILASTER F. F. E. (3 PLACES) C\j ,STAIRS BY . ' I ) BUILDER U (D U) 00 A, --q- %k 'k V-4)) OFFICE COPY R Sp# DAT9 SION 19 --mc LOU vontigo and Associates, Inc. 420 Osceol a Ave n ue jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA 4 8344 SC: CA# 3579 EN 0 % ST 0F J Q /ON lZ Luis A. Pontigo, PE FL PE#53311 ZN PORCH 02.23.1 E FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO r2 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO Et ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 7 z U LD < Lf) Lu LLJ 00 0 Lij I Llj 0 CL 0� LLJ Lf) D C] 00 LLJ Z 00 I U FOUNDATION DO NOT SCALE DIMEN=FROMS THESE DRAWINGS, IF A SION UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LAN NAME ANASTASI A - SHINGLE DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 01.16.18 SCALE ASNOTED LPA No. TOLL -18-00010 CONTROL No. 3750 SHEET S1.0 \I-ifLT (0 X N N u i 1 BEAM TO SrUDS w/ (2)MSTA24 I OR (2)HTS16 I J J 1.4-I �I J N I I 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 2/S0.1. (TYPICAL) STRAP ER 8/SOEO TOP PLATE TO STUDS: SDWC15600 ® 48" O.C. PLATE 0 32" (2)2x6-1 /1 FASTEN TOP OF WALL PER DETAIL 5/S0.1. L LTT20B ///-KING BASE OF ,�/ KING STUDS )2x6-1 /1 (2)PLY 14" LVL SEE 3/S0.1 FOR BEAM CONN. (TYPICAL) (2)2x6-1 /1 I OSB WALL SHEATHING. SHEATH CONT. THRU I PERPENDICULAR WALL SHEATH CONT. THRU PERPENDICULAR WALL SK1iiiii %I�/1�". %/i rrii►riiiri►i.��si/r/z�1=csI Fi i �:► �i>,iisiiiia Vii. I i� 2x8 WALL D 2X8 WALL H (2)2x6-1 /1 BEAM TO STUDS w/ (2)MSTA24 FIRST FLOOR MAMIN -3 PLAN SCALE: 1/4" = 1'-0" OSB WALL SHEATHING. �e i \_ FASTEN TOP OF WALL PER DETAIL 5/S0.1. '112x4 SPF#2 STUDS 0 12" O.C. TOP PLATE TO STUDS: SDWC15600 ® 48" 0. 7 - (2)2x10-1 /2bl FASTEN TOP OF WALL PER DETAIL 5/S01 (2)2x6 SPF#2 H BPOST. r - (2)2x6 SPF#2 POST. (2)2x6 I SPF#2 POST. 1 N I CD `x HUC210-2 X HANGER 1I (2)2x10 04 1 CANTILEVER BEAM PAST POST ' TO SUPPORT TRUSS ABOVE 1 (7) Q I � IVERY IMPORTANT NOTE: UNLESS OTHER NOTED M 6x6 POST w/ ABU66 24" O.C. I w/ 5/8" THREADED ROD I SOLE PLT O L-4 V) EPDXIED 12" SEE 1 /SO.2 I w SHEATHING. o W_ I I N N N N I W c5 Ie -- ., < I < I I I I I VERY IMPORTANT NOTE: I I 6x6 POST w/ ABU66 I I I w/ 5/8" THREADED ROD EPDXIED 12" SEE 1 /SO.2 I STRUCTURAL m BRACKET SEE DETAIL Q I 3/SO.2 (2 PLACES) I o SEE 3/S0.1 FOR BEAM V) I X X CONN. (TYPICAL) CN 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL �1 Q1 (TYPICAL) (2)2x6 SPF#2 POST. (2)2x6 I SPF#2 POST. 1 N I CD `x HUC210-2 X HANGER 1I (2)2x10 04 1 CANTILEVER BEAM PAST POST ' TO SUPPORT TRUSS ABOVE 1 (7) Q _TRUSS T28 ABOVE_ (2)2x6 (2)2x6 (2)2x10-1/1 SPF#2 ��J \� SPF#2 POST.+�,\ +�o' POST. (2)2x6-1 /1 SHEARWALL NOTE: SW: 3/6 SW: 3/6 DESIGNATES SHEARWALL NAILING - 8d @ 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/SO.0 SOLE PLATE ANCHOR SPACING SCHD I � 42" O.C. UNLESS OTHER NOTED M SHEARWALLS 24" O.C. I I SOLE PLT O L-4 V) OSB WALL SEE NOTE 2 SHEATHING. I I STRAP HEADER PER 7/SO.1 _TRUSS T28 ABOVE_ (2)2x6 (2)2x6 (2)2x10-1/1 SPF#2 ��J \� SPF#2 POST.+�,\ +�o' POST. (2)2x6-1 /1 SHEARWALL NOTE: SW: 3/6 SW: 3/6 DESIGNATES SHEARWALL NAILING - 8d @ 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/SO.0 SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEARWALLS 24" O.C. (SW 8d®3"/6") I SOLE PLT O L-4 WHEN NOTED ON PLAN SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/S0.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT ® 36" = 36" ON -CENTER SPACING (2)ROWS OF 16d © 9" O.C. (2)2x8 PLATES BEAM SEE PLAN 2 -ROWS OF SIMPSON 15600 SDWC SCREWS 12" O.C. STAGGERED. HEADER SECTIO DOUBLE /- TOP PLATE. E CRIPPLE STUDS i @ 16" O.C. 3-10d TOENAILS (2)2x8 MINIMUM PLANK ORIENTED HEADER OVER SLIDING GLASS DOOR, FASTEN TO JACKS EACH EACH END W/(1)A35 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d O j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. - - - - BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 " A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 " A307 DIAMETER THREADED (85 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/S0.1 • SIMPSON DTT2Z SEE DETAIL 15/S0.1 inSIMPSONJLTT20B SEE DETAIL 15/S0.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 2x4 SPF#2 O 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 O 16" O.C. QL MAX 2x4 SPF#2 O 12" O.C. EXTERIOR 10'-1 "TO 14'-0 2x6 SPF#2 O 16" O.C. INTERIOR 10'-0* 2x4 SPF#2 O 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 O 16" O.C. MAX 2x4 SPF#2 O 12" O.C. STUD N07M 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16. O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE, SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 0 WALL FRAMING w s Z � J FLOOR TRUSSES OR JOIST. WALL NO NAILS REQUIRED IN CLEAR SPAN of Z 0 CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. OFFICE COPY q B REVISED I of ASSocIates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 v�GENSF••v:O1 00 N 311 = m r OF %,3c.�,�;'•• p IOP••'• NAL Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 0 PRORCH N 02.23.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 Z ULD QLn w w m0 Uj LLJ 7 f ~ Q pZ� m�� J :D QUj � 0 � Z F � m 0� FIRST FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSI�' IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME rANASTASA - SHINGLE DESIGN/DRAWN/CHECKED CS KM LAP DATE 01.16.18 SCALE AS NOTED LPA No. TOLL -18-00010 CONTROL No. 3750 SHEET 51.1 SHEET 6 OF 7 u, 10 a S0.1 10 SOA 5 j So.0 2 S0.1 PORCH CEILING SHEATHING AT BOTTOM CHORD OF - TRUSS SEE 2/S0.1. L 4 W f, VQ fao O O O O O O O O O O W O O O r r r 0 r r r r 2)HTS16 FE 4 5 1J SO.0 J O O O O P 0 �:=ll�ll�lr�l I■ I� 11101 V 1 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES �`1� Truss Connector Total List 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING Manuf Product Qty WITH 2-12D TOE -NAILS & 1-SIMPSON SDWC15600 USP JUS24 8 SCREW UNLESS OTHERWISE NOTED ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" HTS 6 H TS16 Lo c�D N N (O t!) th r I••_ r V11 HTS16 TRUSS CHANGE FROM RAFTER TAILS TO TRUSS OVERHANG k� 11 SHED DETAIL /-SEE 3/SO.2 10% 5 16 S0.0 16 16 An SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 50.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS jPTjff__D1_RECTLY BELOW TRUSS TOP PLATE TO SDWC15600)\—STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)¢' /\ ,•---- --- V —'�"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE 1 ' 2 . Pbm H CEILING SHEATHING ` AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. STUD NOT DIRECTL BELOW TRUSS jSDWC15600 Note: Reference detail 20 for installation angle limit I6 ,1 SDWC INSTALLATION 16, 0 Rafter to Top Plate shown (Truss to Top Plate similar) lilS 5 i S0.0 �2°x STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area SDWC15600 1 1/2- MIN 2" MAX SDWC INSTALLATION RANGE V minimum edge distance for full values (with or — without a plate splice) Y: from top plate splice Offset for full values Rafter or Truss Splice may be in upper or — lower plate STUD NOT DIRECTL SDWC AT TOP PLATE SPLICE OFFICE COPY A B REVISED or Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL: CA # 8344 SC: CA# 3579 ••,��•••GEN %Q °may No. 311 • S. OF Luis A. Pontigo, PE F L P E# 53311 REVISIONS DATE QTRUSS 02.05.1 REVISION 0 PORCH 02.23.1 REVISION FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCJMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T. Z ULD QLf) Lu w Go 0 LLJ U Uj 7 pZa m�� Q J C) O w ~ � m 00 ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS =THESE DRAWINGS. IF A=IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME ANASTASIA - SHINGLE DESIGN/DRAWN/CHECKED CS KM LAP DATE 01.16.18 SCALE AS NOTED LPA No. TOLL -18-00010 CONTROL No. 3750 SHEET S1.2 SHEET 7 OF 7