Loading...
HomeMy WebLinkAboutBUILDING PLANPERMITTING INFORMATION (FORM 100) Entegra Bella Hlggh "S" Roof Tile Installed per product approval FL# 1804.2 and evaluation report using (2) IOd ring shank nails over ppolyglass self adhered roofing underlayment over 19/52" CDX plywood attaqhi to trusses per sheeting attachment diagram on roo -O" T A.F.F. 5/8" thick light textured stucco on typical concrete block construction Smooth finished stucco band FRONT ELEVATION Entegra Bella High "S" Roof Tile installed per product approval FLU 1804.2 and evaluation report using (2) IOd ring shank nails over ,,polyglass self adhered roofing underlayment over 19/32" CDX plywood to trusses per sheeting attachment diagram o I A.F.F. 5/8" thick light texture( stucco on typical concrete block construction �J 0 12 ,-SLOPE 14 12 SLOPE 4 12 smooth finished 'stucco band 2" SCALE: 1/4' - I' -Off Loil REAR ELEVATION SCALE: 114' - 1'-0' Florida Building Code Residential: LTH Edition g Building Design is: Enclosed Risk Category: II Wlnd Spead: ILI mph ultimate Mean Roof Height: IC- " Roof Pitch: IL:2 Internal Pressure Coefficient: ±0-18 Subjectability to damage from: Weathering: Negligible Termites: Ver4- Heavu Width of Roof End Zone: 5'-4" Wind Exposure Classification: C Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Exp Height Ad j Factor: 1.29 x Load Combo Factor 0.4 = 0.114 applied below Components It Cladding Wind Pressure (NET) Roof Zone: I. +21.0/-33.0 psf Roof Zone: 2. +21.0/-51.0 pef Roof Zone: 3. +21.0/-84.0 psf Components t Cladding Wall End Zone Width: 5'-L" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +3L.0/-39.0 psf Wail Zone: S. +34.0/-48.0 psf Components It Cladding Wind Pressure (NET) on Garage Door: +32.0/-41.0 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Details Provided? Yea Minimum Sal Bearing Pressure:2.500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: X DOTH: NEITHER: V THAN 1 2 1MTCH� 0 Roof Zone 1 ® - Roof Zone 1 Walls Zone 4 Walle Zone 6 END ZONE GASLR ROOF FROM 242 TO 1112 PITCH Corner Zones Root Zone 3 el ---i Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER product Model # M nufacturer Glass Attachment method TT Expiration Da ig um Des ] Bsl of Approved Testa 1. 15-0L12.12 Single Hung Series SH-50 Thermal Impact PGT Type "BI" Concrete: 1/4" dia. Tapcons w/ min. 11/2" ppenetration spaced per testing requirements stated in NOA 1-8-19 + 80.0 PSF — 2. 15-0412.13 Fixed Glass P111-520 Thermal Impact PGT Type "Cl" Concrete: 1/4" dia. Tapcons w/ min. 11/2" penetration spaced per testing requirements stated in NO A 1-8-19 + 80.0 PSF — 3. 11-0504.05 French Door FD-5555 Impact PGT 1/IL° Type A Head t Sill: 1/4" dia x 3" Tapcons with 1 1/2' penetration at G" max from corners. Jambs: II" o.c. max from corners at 18" o.c. thereafter 1-23-19 + 15.0 PSF — 4. I1•-0420.05 Sliding Glass Series 110 Impact PGT 3/8" Type A Head t Sill: 1/4" dia x 3" Tapcons with 1 1/2' penetration at G" max from corners. Jambs: 11" o.c. max from corners at 18" o.c. thereafter 5-22-18 + 90.0 PSF — 5 FLU 8248 9 Steel Overhead Garage Door 8100 Series Raised Panel Ufa ne Dalton y Per Plans - I/2" x L" &leve anchors et 10" o.c. + 4(.O/-52 PSF 6. Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Ezpiration Date Des n�>� ure of Approved Teats Mullions _ Roof FLU 1804.2 BELLA HIGH "S„ BARREL TILES (NON HVHZ) Entegra Sales Inc. nsta pper pro uct approva and ail re e-rence stan ar s over Polyglass Self Adhered -.)nfirg system Installed per FL# 5259.1 over 19/32' 00>7 plywood sheeting attached per sheeting attachment diagram on roof plan. Siding STUCCO ON BLOCK 5/8" Thick light textured stucco on typical Concrete block construction Soffit STUCCO ON LATH 1/2" thick stucco on 3/8" HrRib lath attached to horizontal and vertical wood framing with nail& or staples to provide no less than 1 3/4" penetration Into horizontal wood framing and /4" penetration into vertical framin Hurricane Panels 08-OL23.06 0.050 Aluminum Storm Shutters Eastern Metal Supplu Inc. Provide 1/4" dia. ELCO Male/Female "Panelmate" with min. 2" penetration and 1/4"-20 machine screw with nut at L" o.c. for installation Section 48 9-1-13 + 43.0 PSF ALL Product Testing by: Miami -Dade County Building Code Compliance Office / Product Control Division I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) ��� L0 ST. LUCIE (AUNTY BUILDIN DIVISION REVIEWED FOR COMPLIA, I! REVIEWED BY ' DATE PLANS AND RMIIT MUS BE KEPT ON JOB SITE OR NO INSPECTION($] WILL BE MADE JUN 2 1 ZZ18 ST, Lucie COu_YY. MIM u_ U- zil c v � � U v � QC v L. i 00 M to4Lnm N �NV a1 CI S 0 vi Coco Iv N � — a 1 e,V1c c v r O N ,"-_aW x E !L Q ~ IL I W W 70a Sheet l . OF Comm >t 18-40 FILE COPY 12 6 SLOPF� A.F.F. LEFT ELEVATION Entegra Bella Higgh "S" Roof Tile Installed per product ,3proval FL# 180'4.2 and evaluation report using IOd ring shank nails over ppolyglass self adhered roofing underlagment over 19/52" CDX plywood attached to trusses per sheeting attachment diagram on roof plan. 12 6 SLOfi�r 12 6 JSLOPS 12" H. 0 Ipe 5/8" thick light textured stucco on typical concrete $ block construction 7. �I 5/8" thick light textured stucco on typical concrete block construction 12 SLOPE 6 ': 12 SLOPE 6 z O U w Q U 2 12 LOPE 6 to O SCALE: 1/4' = I'-O" metal track 20 6/8" drywall ceiling on truss bottom cord " drywall on x 4' 20 gauge metal studs at 11" o.c. track 4" concrete slab with fibermesh OR Typical baseboard 4"xb" #10/10 WWM on b and Visqueen over clean compacted termite treated fill Interior Nor —Bearing Partition Scale: 1/2" = I'-O" A.F.F. 12" x 12" concrete column block H. filled with concrete and (4) US bars Vert, w/ stucco finish and decorative stucco capital and base JV ""; V Z I —V W q 0 Tod uo O i='1 M Q c �O � jaom NO �dLDM O C CV N U 0 C OD OD E !0 I O Q 00 # 1 ON iJ-1 Vu1 UI r n` � w --j V- to e Q IL I 10 OF Sheet 2, Comm # 18-40 Square Footage Breakdown Proposed A/C Space = 2341 sq. Covered Porch Total = 386 sq. Garage = 520 sq. Floor Total = 3520 sq. ft. Cubic Volume of Conditioned Space Total = 23,410 cu. ft. I Door Schedule Mark Size Door [Description A 3'-O" X 8'-On SINGLE LITE FRENCH w/ SIDELIGHTS B (3) 3'-O" X 8'-O" SLIDING GLASS DOORS C (4) 2'-L' x 8'-0' SLIDING GLASS DOORS D 2'-0 x 8'-0' FRENCH DOOR SINGLE LITE E 2'-a' X li SOLID CORE - WOOD - L PANEL - 20 MIN FIR F IL'-O" x 8'-0' GARAGE DOOR G 2'-8" x 8'-0" SOLID CORE - WOOD - L PANEL H 3'-0" X 8'-0' BI-FOLD DOORS J 4'-On X 8'-O' BI-FOLD DOORS K (2) 2'-O" x 8'-O' SOLID CORE - WOOD - L PANEL L 3'-0" X 8'-O" SINGLE BI-FOLD DOOR M 2'-L' X 8'-O" SOLID CORE - WOOD - L PANEL - POCKET N 2'-8" X 8'-O" SOLID CORE - WOOD - L PANEL- POCKET P 3'-0" X 8'-O" SOLID CORE - WOOD - L PANEL - EXTERIOR - - - - ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. verify all masonry/rough opening sizes prior to ordering Windows. See product approval chart on these plans for exterior door manufacturer information (including garage door) Provide one exit door (swing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). If escape door has glazing then it must be impact resistant and shall NOT be thru garage. This may be the same door if it meets both criteria listed above. Window Schedule Mark Size (wxl) Window Description I. 3'-I' x 4'-2" SINGLE HUNG 2. 3'-1" x L'-4" SINGLE HUNG 3. 4'-0' x I'-L" FIXED GLASS TRANSOM 5. 6'-2" x 4'-4' FIXED GLASS L. 2'-2' x 4'-2" SINGLE HUNG 1• 3'-1" x 5'-3' SINGLE HUNG - EGRESS S. I'-8' x 4'-2" SINGLE HUNG - TEMPERED 9. 3'-I' x 4'-2" SINGLE HUNG - TEMPERED 10 3'-I" x I'-4" transom 11. 3'-1' x 2'-2" SINGLE HUNG - TEMPERED - ALL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mullions per elevations. See product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit Information Box on these plans. - ALL windows in bathrooms to be tempered - ALL windows within 18" of finished floor to be tempered unless impact rated. - verify all masonry/rough opening sizes prior to ordering Windows. SEAL CONCRETE BLOCK AT DOOR AND WINDOW OPENINGS WITH CONCRETE SEALANT PRIOR TO BUCK INSTALLATION PER FBCR -103.8 FLOOR PLAN I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be 3000 PSI concrete, and ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 4. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan 4 Drain at water heater in accordance with the Florida Plumbing Code current edition. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R309.1 and R309.2 14. Door between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated 15. The Garage shall be separated from residence and the attic area by 5/8" type "X" drywall applied to garage wall. 14. Wall and Ceiling shall have a flame -spread classification of not greater than 200 I1. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 MEM SCALE 1/4" = I'- 18. All exposed attic Insulation materials Installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. Residential Section R314 - see permit info box of code edition 19. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C430. C931 C40, C1002, C1041,C1111, CI118, C1218, C1395, or C1394 and shall be installed according to the following: Drywall Thickness location Orientation �ra%mg en or Max spacing fasteners Nail sin Lions for 61 Spaein of installation dr II into yWwuee Naib Screw- Mawmu� rood mbers 2' xx min.n it icri aee" calling Perpendicular 24" 1• 12' 139a 1 3/8' long with 19/64' head Rter 0,018' diam x 1 1/4' Ionp �q I annular -ringed or 6d coder roil 0.080' di . X 1 5/8" Ion 9 with Wails Direction 1L, 8' 16• 15/64' head OR xyp56w92��a /3 /8i head. Ceiling Perpendicular 24' 1' 12' 1308 1 5/8' long with 19/64' head OR 0.018" dia"tor x 1 3/8' long „ annular -ringed or Ld cooler nail 0.012' din. x 1 1/8" long with walls Either 61 8• 16' Direction 1/4 head OR Gypsum board rod 0.0915' die. X 11/8' sit 19/64' hoed. �w z i zo�a Si. Lucie County, Permitting 20. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4 A108.1, A118.1, A118.3, A134.1 and A131.1 21. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. o I q O L 1L LL L a c u O U ' � u �Q Ln0 N U NN c ,r,r OD M E CO- 10 40 N N u oviWrr� .a► s ` vxE .. �Q ~� I UJ Sheet OF 8 Comm # Filled Cell Masonry Column With One #5 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / a #5 bar cont. (V m 45 bar Vert. w/ 30" overlap SEE TYPICAL p at each Filled cell ECTIONS O N 4" concrete slab with fibermesh OR O I" recess for VxV #10/10 WWM on 10 mil Visqueen over - waterproofing at slab clean com acted termite treated fill 4' long #�, slab bars at each fill cell tgr rade 41 — � Iil x 14"d concrete monolithic footing with (2) #5 bars Cont. i) and #5 transverse bars at 32' o.c v 6" F-16 FOOTING DETAIL SCALE 1/2" = 1'-0" Termite Protection for New Construction as per F.B.C. 181LI CONTRACTOR TO REFERENCE F.B.C. BUILDING 1816.1 FOR FURTHUR REQUIREMENTSE Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment, area shall be re -treated with a chemical soil treatment including spaces boxed or framed. o_ Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose -containing materials and shall have a min. wall thickness of 0.010" and shall be sealed within the slab using a noncorrosive clamping device to eliminate the annular space between pipe and sleeve. NO TERMICIDES shall be applied inside the sleeve per FBC Plumbing 305.1.2 FOUNDATION FLAN IN IIIIII — —I L — EP I— °O F 12 I I I 4„ -8 I I SLOPE 2" I r -+ — I I I L 4 4-al I I I I I 18 4„ I Thicken I obting at corner as shown fdr uplift from beam abo '1 dwith #5 bars F-1 at 8" dcl max spacing 1 r 60�' I-i—i-i- - L — Thicken edge to 8"xB" with concrete and one #5 bar continuous 4" concrete slab with fibermesh OR \ Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill SCALE 1/2" = 1'-0" 82'-2" Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 'Ju Iii 111 LI I I IL3jl I I I ° r-- -- --- --- --- ---------- -- --- -- ---- - - -- --- --- -- -- - — — — — — — — — — — --- F-16 4 Recess for F-l6 ° " K *----.Shower I I / 4' long #5 slab bars at each fill cell typical � Fill cell with concrete and F 16 4" concrete slab with fibermesh OR 2'-6" O (U #5 bar vert. (typical). Max. spacing shall not exceed to I m 6"x6" 410/10 WWM on 6 mil Visqueen over Q N _ o 32" unless otherwise noted F-16 see foundation plan notes for I I l clean compacted termite treated fill spacing at openings I I 4' long 1*5 slab bars at each fil cell ty ical I I F-24 F-�` -16 l ° ----- ----------- ------ I-F-2 - ---------- ------ rior Bearin � --- -----------------------------= Int eriOr Bearing Wall r— ------ 34'-4,------------------------ I ---------------------- -------------- ° Inter ior Bearin Wall 4° tea T — g r-------------- w I ntenor Bean Wall — 1IXXXXXXXXXXXXXXXXXXX�Xx °� I I 4'-4" v ---------------- — v 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 6 mill Visqueen over clean compacted termite treated fill NF - 3 �whwaaherll O�O " (2) #5 bars vert. here 4' lonc #5 I -I(o H.B' bars, at each fill cell ty SCALE: 1/4" = 1'-0" Exterior face FOUNDATION NOTES: of wall I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all memo?m Rol 30 4" concrete slab with fibermesh OR 6 x6 410/I0 WWM on 6 mil Visqueen over clean compacted termite treated fill Pill cell with concrete and (U 45 bar vert. (typical). Max. spacing shall no exceed 32" unless otherwise noted see foundation plan rotais for - - - spacing at openings - - - Attach door to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru I" x 8" PT Buck rIOtatlOn and dimenslonS bef ore starting construction. caulk - �1"xS" P.T. Buck 3. Soil conditions assumed to be 2500 psf. Should any other conditions be 1 2 sides t header encountered, the architect shall be notified in Writing for revision Detail at Exterior Doors 4 Verif all recess thickness at showers the etc NTS 5. 30 4" concrete slab with fibermesh OR 6 x6 410/I0 WWM on 6 mil Visqueen over clean compacted termite treated fill Pill cell with concrete and (U 45 bar vert. (typical). Max. spacing shall no exceed 32" unless otherwise noted see foundation plan rotais for - - - spacing at openings - - - Attach door to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru I" x 8" PT Buck rIOtatlOn and dimenslonS bef ore starting construction. caulk - �1"xS" P.T. Buck 3. Soil conditions assumed to be 2500 psf. Should any other conditions be 1 2 sides t header encountered, the architect shall be notified in Writing for revision Detail at Exterior Doors 4 Verif all recess thickness at showers the etc NTS 5. Contractor to provide filled cell with concrete and I 4S bar vert. at 32" o.c. max. Provide (1) filled cell on each Side of openings Up to 5'-11" Wide. Provide (2) filled cells on each side of openings from 6 —0" to q'—II" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction Exterior face of wall 1. Contractor to provide for soil test prior to construction and provide 71= a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade l meeting ASTM A-I6 and A-36 SpeclflcatlonS. ALL Anchors to be A-301 steel. Attach window to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner t I" x 4" PT Buck \ / caulk 9. Provide a minimum of 3" concrete protection at footings and Detail at Windows 1-1/2" concrete protection at bums for ALL reinforcing bars. 10. Contractor to provide the Architect with truss shop drawings including ALL truss cut shhi showing ALL truss, reactions prior to START x4" P.T. Buck sides t header NTS H.B.' I I I I I SLOPE 211 1 010 I o CY ILL I I 4" concre a slab with fibermesh OR I 6"x6" 1*10/1 WWM on 6 mil Visqueen over I clean comp cted termite treated fill I I tl PC t F-�_4--- om�- - --- her (-- --- --- -- A/C #I <r m I 45 bar vert. Typical Masonry Wall at filled call 3�a,i .. . . 6, Control Jant Extend Joint reinfori at 30'-0" max. into concrete column PLAN VIEW PLAN VIEW AT A AW eoanm.. U Typical Masonry Wall "at ALL T-mtersectia,e Ell PLAN VIEW PLAN VIEW W AT ALL T IMai1NC & AT ALL � TYPICAL CONCRETE BLOCK WALL REINFORCING TO BE DUR-O-WAL DA3100 PREFABRICATED SINGLE WYTHE TRUSS IN STANDARD WEIGHT WITH A HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL BE PLACED IN ALL CONCRETE BLOCK WALLS AT IL" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK TYPICAL MASONRY WALL REINFORCING DETAILS NTS r a q �r Ll v U O LL u U a a O N U_ C O u 7 a � N < n C_>aDm0 °' Ln OD ,c Q C N CV u C aj OD OD E C CL O OD OA 0 CV to N AaUCA6 v MM UWr-r� +_+ C I v w Sheet �T OF 8 Comm # 18-1f0 TRUSS BRACING NOTES and roof trusses in the following manner: - Install first row of truss bracing 3L" from exterior walls and spaces 12" o.c. thereafter top and bottom chords - Install bracing on any top or bottom chord which is longer than 12" in clear span. All truss bracing to be 2" x 4" wood and shall be attached to top of bottom chord and on bottom of top chord of trusses. :11_11 L_r_... ame spaced per truss ufactures plans aical splice .Lath bracing to truss chord ig (2) IOd nails in all ations x 4" wood bracing ROOF FLAN TYPICAL ROOF NOTES: SEE PPAP ('l)I IIMM r'AP Max Uplift = 3965 Ibs 18'-4" Scab I/ern _ i_O" — Overhangs shall be 2'-0", l'O" in front unless otherwise noted on t — roof pitch shall be (:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction — Contractor to provide the Architect with truss shop drawings Including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap and footing size verification. ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood -4. Use nails or screws based on pressure for roo� stated in permit info box on these pans for zone 3 s sh Ke Area Ede Field Fastener Pressure Zone I 6 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf Zone 3 14" 8d ring shank 84 psf ** Zone 2,a �" 6" #8 wood screw 112.5 psf ** Use nails or :,crews based on pressure for roof stated in permit info box on these plans for zone 3 Additional Precast Lintel _ tts bare Lintel Bar Clear "A" Bu CLEAR Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2,#3 none I ;;�t.::•:�. i I.: , : I i i i i i CLEAR 3'-6 " 3'-4" 2'-2" 2.#3 none 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T ' Additional tt5 bars CLEAN One Row of "H" Block Above %t ?'•�' ' Precast Lintel r �;y:.. sl - Addition "'•''' I CLEA #5 bars 4'-0" 3'-10" 2'-8" 2,#3 none 3'-2" 2.43 none 5'-2" 4'-O" 2,43 none 5'-10' S'-8" 4'-6" 2.91 none 2.#4 none 1'-6" �'-O" 6'-2" 2,45 none BFIL-IB/IT BFIL-IB/2T NOTES: 8'-4" 1'-10" 1'-0" 2,45 none ALL reinforcing steel is grade 60. I. min. coverage of steel-1.5" 2. min. bearing required a ea. end=8" 3. standard for reirf. steel=ASTM A61'� TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark window or D Unit widt Lintel Size Cast -Crete S ecifica 11 Rows or "H" Block Abova Bottom Steel S'u Top Steel 51zs Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLR) L22 2'-2' 3'-6' SFB-OB/IT 1 #5 300 15L9 1024 L31 2'-4' 4'-0" SF8-OB/IT 1 #5 25LI 13L3 1L3 L45 4'-5. 5'-10' SF8-015/IT 1 #5 1105 909 339 L50 5'-0" 4'-6' BPS-OB/IT 1 #5 1238 835 121 L60 4'-8' 1'-6- BPS-OB/IT 1 #5 1011 121 534 LBO 8'-0' T-4" BF8-I5/2T 1 #5 1 2 #5 152 591 512 L90 9'-0' O'-L" 8F8-I13/2T 1 #5 1 2 #5 643 530 401 L90B 9'-0' 10'-6' BFIL-I5/2T ONE I #5 2 #5 1533 1183 401 LI00 10'-0' 11'-4' 8F8-I13/2'r 1 #5 2 #5 582 494 452 LIOOB 10'-0' ll'-4' BFIL-I5/2T ONE 1 #5 2 1 #5 1 134L 1028 452 LI20 12'-0' 13'-4" SF8-8/2T 1 #5 2 #5 1 411 428 324 L120B 12'-0' 1 13'-4' 81`I4-I5/2T ONE 1 15 2 #5 1015 110 324 L140 14'-0' 15'-4' 8FIL-0/2T ONE 1 85 2 #5 1250 609 259 LILO W-O' IT-4" 8F8-I5/2'r I #5 2 #5 300 192 194 L160B W-0" IT-4' 8F1L-IB/2T ONE 1 85 2 a5 950 500 1 194 - ALL LINTELS SHALL SE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND .ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS IA 0 ;11 t'(1 -� O WQt�namo �O 01CV UU C y, 00 00 E R I 1 0d o"fu " C4 cr 6- t! N ss a► L_''f' (9 E IL < ~ IL 1 U! ` Q M� N !JJ Sheet OF 8 Comm # 18— 40 2" x 6" PT wood secured with 1/2"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's specs Garage Door Jamb Detail NTS ALL GARAGE DOORS TO BE WAYNE DALTON 8000 SERIES GARAGE DOORS WITHSTANDING PRESSURES STATED IN PERMIT INFO BOX ON THESE PLANS ICI I II II II I I I II II II II II IL _� E O cn IL 30" min. Corner Steel Lap nts Entegra Bella HIgh "S" Roof Tile installed per product approval FLU �89 4.2 and evaluation report using (2) IOd ring shank nails over olyglass self adhered roofing underlayment over 19/�2" GDX plywood attached to trusses per sheeting attachment diagram on roof plan. Simpson HETA 20 or equal hurricane anchor et each truss 12 with (10) IOd x 11/2" nails ( 24" supporting Max. 180605 Ibs. uplift Galt' -Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" x L" Sub -Fascia 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction "4" to late 5/8" Type "X" drywall P P ceiling on truss bottom cord z O F U W J 4 5/8" Type "X" drygwall on U 2" x 4' atude at IZ" o.c. H w W in Typical baseboard 2" x 4" P.T. bottom plate Interior Seperation Wall Detail Scale: 1/2" = I'-O" PRE-ENGINEERED TRUSSES > at 24"o.c. TYPICAL ( ahop drawings by manufacturer ) R-20 foam insulation typical R—II foam insulation over garage and entry 1/2" dr wall over I"x furring strlgpe at 16o.c. with R-4.3 celotex insuiation/fyfoil on / 8" concrete block (Duro-Rock is to be provided at all wet areas. - ex. showers) i 05 bar vert. at filled cell ( we floor plan for location > #5 bar Vert. w/ 30" overlap at each filled cell 4" concrete slab with fibermesh OR I" recess for L"xL" #10/10 WWM on L mil Visqueen over waterproofing at clean compacted termite treated fill slab L" base Run stucco V below bottom of block Grade 4' >It slab bar at each fill cell IIII „IIII ;IIII „IIII „IIII IIII IIII i IIII F-16 Tuplcdl Section Scale : 1/2" = 1'-0" I I I a 0 `m a m � I I I I I I I I I I I I II II II I i I I J TT p. Masonry Filled Cell Detail NTS Filled Cells �(TypiceU 4 1/2"x 4 I/2" Masonry Inspection t Clean Out Hole 90" bend from footing 48 bar dia. lap in well and footing E Dowel (I) #5 bar w/ 25" min lap and 6" embed ate Footing R-20 foam insulation nts Stucco retul Section a Window ttach window to block wall with 4" dia. x 3" tap —cons with min. CD 1/2" penetration at 12" o.c. max id 6" o.c. max from each corner thru v1- x 4" FT Buck � rywall return z O N_ W oc arble sill 3 w ul QL ywall Q J a_ cc u ead $ Sill IM NTS a I a In QO C Q-0U u I o'r � u BUD Q Entegra Bella High "S" Roof Tile installed per product U app,oval FLU: 1804.2 and evaluation report using (2) IOd ring shank Halls over ppolyglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachmen diagram on roof pi N u- PRE-EN INEERED RUSSES O R—II foam insula ion at 4"o.c. TYP AL LL L ." ( shop dr ings by ma u acturer > Simpson HTS 20 12 v U hurricane anchor at each truss 6 Simpson HETA 20 1 dd hurricane anchor at s U ( 2,4" o.c.) supporting Max. with (10) 10d x 1 1/2' 1450 Ibs, uplift (241805)lbspUplift to out beam as needed 5/8" drywall Bthox I" x and finish with e r s s l X a ship l a p ceiling Q i stucco to match house u Galy-Alum Metal drip on BI �+ p 1" x 4" Drip on I/2" thick stucco on 3/8" hi -rib lath 2'-O" attached to horizontal and vertical wood ( N I" x B" Fascia framing with nails or staples to provide 2" x L" Sub -Fascia B3 no less than 1-3/1" penetration in o Q horizontal wood framing and 3/4" p Prietr Q c C Q into vertical wood framing members _ cc Y) �; Q o) Q Ln oo ( Q C N N U () 4/ drywall ove� C 00 oo E 1/8" ig hat metal c annel strips at 14" o.c. with q 0 I I O Q Strap Beam to column using Simpson R-43 celotex insulation/ fyf oil on � o rr � Q MGT strap with (U 5/8" dia. ATR 8" concrete block OD � io # embedded 12" min. in concrete and I N N 2 (22) 10d nails into wood beam (Duro-Rock is to be provided at all wet areas. - ex. showers) 1Q U N v v 1/2"5/8 thick light concrete textured L_ r r attached thick stucco on 3/e" hi -rib lath stucco on typical concr to M u W r r 1 � attached to horizontal and vertical wood block construction IJJ ) N -, or - framing with Hells or staples to provide � no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration Jc _ a w L •� E IL into vertical wood framing members — 1 LL W R +' ft5 bar Vert. In 12" dia concrete col. block at filled cell filled w/ conc is ( see floor plan for location) LI.1 (3) #5 bars vert. 45 bar Vert. w/ 30" overlap at each filled cell 4" concrete slab with fibermesh OR OxL" #10/10 WWM on L mil Visqueen over �. clean compacted termite treated fill O T-8 4" concrete slab with fibermesh OR 6" base L"xb" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill — — — — — Sheet �=IIIIJUN "n"lSeetlon at i�ear fi or�.h rREC:EIVED cr :oy, Permitting OFF—�f2 Scale : I/2" = I'—O" Comm u 18- 40 oaM sC�EDuLF. Room Label Flooring Base Wall Finish Ceding Finish Crown clg. height Ceding Notes Foyer Tile 6" wood Light Textured Drywall smooth finished drywall Yes 10'-0i' Great Room/Dining Tile 6" wood Light Textured Dr wall I x 8 cypress ship lap Yes 12 to 14 Breakfast Tile 6" wood Light Textured Drywall smooth finished drywall Yes 10'-O" Kitchen Tile 6" wood Light Textured Drywall smooth finished drywall Yes 10'-0" Master Bedroom Wood 6" wood Light Textured Dr wall smooth finished drywall Yes 10'-0" Bedroom 42 Carpet 6" wood Light Textured Drywall smooth finished drywall Yes 10'-O" Bedroom 43 Carpet 6" wood Light Textured Dr wall smooth finished drywall Yes 1O'-011 Bedroom #-{ Carpet 6" wood Light Textured Drywall smooth finished drywall Yes 10'-0" Master Bathroom Tile 6" wood Light Textured Drywall smooth finished drywall No 10'-O" Bathroom #2 Tile 6" wood Light Textured Drywall smooth finished drywall No 10'-on Bathroom #3 Tile 6" wood Light Textured Drywall smooth finished drywall No 10-01 Powder Room Tile 6" wood Light Textured Drywall smooth finished drywall No 10'-0" Laundry Room Tile 6" wood Light Textured Drywall smooth finished dr wall No 10'-O" Garage Sealed Conc. 6" wood Light Textured Drywall Knock -down finished drywall No 10'-6" 24" Sir hurricane I Strl S P' nail: (. ur — - m o (1` up 2" x 24° Stra SP4I It nails Elevation INTERIOR FRAM PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings bg manufacturer ) Epson HTS 20 anchor at each truss o.c.) supporting Max. 150 lbs. uplift �(2) 2x4, Top Plate �p studs to plate using Simpson strap with (I'.) IOd x 1 1/2" in each strap �) 2x4 SYP 42 studs � )der each truss with a X. spacing 24" o.c. all studs together using (2) 0)d nails at 12" o.c, vert. studs 4" blocking 2" x 4" bottom plate w/ 1/2" dia. threaded rods set in clean predilled holes filled w/ epoxy s 24" o.c. Bolts to have min. 12" embedment Into footing p stud to plate using Simpson strap with ((o) IOd x 1 1/2"--, In each strap �i See foundation plan for footing size and steel req. 5/8" drywall telling Underlayment notes: - Contractor shall strictly follow these guidelines: Underlayment design pressure for 140 mph Ultimate = INFO. PER PERMIT BOX for Category II Buildings in Exposure B with Importance factor of 1.0 for roof with less than 112 sloe _ TILE ATTACHMENT - use (2) IOd ring shank nails in each tile AND Mortar system noted below. PRODUCT TEST SPECIFICATIONS PRODUCT DESCRIPTION Mortar Syg�stem 3M 2-component 2-09n.09 gg Patty placement TO BE VED Tile foam AH-140 of grams per the Barrel Tile - see roof plan, elevations, and typ section for manufacturer Contractor to adhere each Ede per note in box above end I.A.W. product approval from MFG VIEW "C" 5/8" dia. threaded rods doweled min. 12" Into column and set in epoxy VIEW "All fAfr fi L,>4TE FLAN 4 3/e " .r. "N BEAM 1" ELT HEAC THICKNE: if0 p _W > _W > 1/2" thick plate ALL THRUBOLTS TO BE 1/2" DIA. A325 STEEL EEO-XX VIEW "CH 5y„ -xx V v 3 % 4/9' %" ALL FLANGES TO BE I/2" THICK 50 KSI STEEL VIEW "A" FL,4NE FL,4N VIEW "A" VIEW 1(13,f VIEW "CH VIEW "D" F�E/4F� CCF�NEF, COLUMN C F DET41L ALL BOLTS TO BE A325 STEEL ALL FLANGES AND PLATE TO BE 1/2" thick 5OKSI STEEL Contractor to adhere each per note in box above and product approval from MFG Self adhered underlayment ( see notes on roof plan ) 19/32" CDX plywood ( see details for nailing ) Truss Tail See details for construction Anti -Pond ng Gal,. Drip System Roof Tile Installation Detail nits INSTALL TILES PER SYSTEM SHOWN IN LOAD BOX Contractor to adhere each the y per note in box above and I.A.W. Ridge Tile Self adhered underlayment product approval from MFG ( barrel ma be used ) see notes on roof plan ) Fasten ridge and hip tiles on specified metal channels 19/32" roof sheeting ( see roof plan for attachment ) Barrel Tile Attachment Detail nts 8/8" drywall on gypsum wallboard both sides reinforce corner 18 gauge metal studs metal top track bi—fold do, 4" concrete slab with flbermesh OR (oIt x6" 910/10 WWM on 6 mill Visqueen over clean compacted termite treated fill Typical baseboard -c o '',c c `..-o 'off-.' 3 — Section nts -2"x4" Wood Buck Note: no track 8 bottom of door, use fir. bracket B pivot ,gypsum wallboard _.reinforce corners Metal channel attached to roof \ with (1)3/4" Gov, screw at b" ox Underlayment on 19/32" provided by East Coast Metals CDX plywood Concrete Tile Ridae Detail nts m wallboard 1/2" wood trim .._,."—... ....... ....".. min. '2"x4" Wood Buck MOO Note: all doors to be prehung Typical Interior Door Detal "board wood trim )re —hung pocket door s Ingle NTS NTsryplcal Pocket Door Detail NTS Owner specified Coffer - see section C�IIIn Simpson HTS-20 at each truss truss with (24) IOd x 1 1/2" nails in each strap 5/8" drywall Strap studs to plate using Simpson ceiling SP4 strap with (6) IOd x 1 1/2" nails in each strap (2) 2" x 4" top plate 8" type "X" drywall on gauge metal studs at 14" o.c. D stall Scale I/2"=1'-0" Strap studs to plate using Simppson SP4 strap with (6) IOd x I I/2" nails in each strap 2" x 4" p.t. bottom plate with 1/2" anchor bolt at 32" o.c. and min. 7 embedment with 2" washer Typical baseboard 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I 3 ap R T IL 0► I c- t_ � 0 a3 v_ 0 L- t_ o LL r- v0 U C -Ell Q j J (N L r Sheet 16"w x 16it concrete monolithic D footingg with (2) tt5 bare cont. and tt5 transverse bare at 32" o.c. Typical Interior Searing Partition of 8 Scale: 1/2" Comm # 18-40 Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Can Light SD Dimmer Switch Exhaust Pan Pe Push Button Switch Ceiling Mounted Light Duplex Outlet Wall Mounted Light =-G Special Receptacle ro Light with Pull Chain (attic) � Waterproof, ground fault interrupts© Computer Connection Jack ® Floor Duplex Outlet Flood Light ® Junction Box m Electrical Panel Q Thermostat 8 Electrical Meter ® Central Vac A sc A/C Disconnect ® Smoke Detector Ceiling Fan © Television Jack aTelephone Jack ® 2 x 4 Florescent Light ® I I x 4 Florescent Light intercom ® Speaker Hook -Up O Ceiling Mounted Light Dome Style + Pendant Light ® Motion Detector ( closet light ) © Carbon Monoxide Detector (2) #4 copper feed (1) #4 copper feed 1#10 cu ground 2" PVC Conduit 2 CIR S u B 200 PANEL ML 6OA 2" PVC ( ll A/C disc. PANEL 1ETER (2) #2/0 copper feed (1) 41/0 copper feed #6 cu ground 2" PVC Conduit #2 Copper to FPL ug servic ground to rebar in slab ELECTRICAL RISER NTS PANEL "A„ Pates BR Load Wire Description circ# cec# Description Wire l Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #l0 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 T 8 1 20 L6 kw #12 Water Pump 9 10 Driler #10 F.O kw 30 2 11 12 I 20 1.5 kw #12 Range Hood 13 14 jr, pump 812 1.8 k# 20 2 1 20 1.2 kw 412 Clothes Washer 15 IL 1 20 .81 kw #I2 Garage Door Opener 11 is Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 21 22 General Lighting #12 20 1 1 20 $12 General Lighting 23 Z9 General Lighting #12 - 20 I - 1 20 #12 General Lighting 25 2L General Lighting #12 - 20 1 I 120 $12 General Lighting 21 28 General Lighting #12 20 1 1 20 412 General Lighting 29 30 General Lighting #12 - 20 1 - 1 20 #12 General Lighting 31 32 Bathroom GPI #12 - 20 1 - 1 20 #12 General Lighting 33 34 Smoke Detectors #10 2.8 kw 30 1 - 1 20 #12 General Lighting 35 36 Porch Refidgerator 1 20 #12 Bathroom GFI 3'1 38 Smoke Detectors spare 39 40 spare spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watte) General Lighting (3 watts sq. ft) Small. Appliance, Circuit(s),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Range .. Range Hood .. ....... ....... Refrigerator................................................. Dish Washer ......................................... I............. Disposal ........ ....................................... Clothes.,Dryer................................................ Water Heater .....I..............I........ Water, Pum..................... ............................... Irrigation Pump ................................................ Porch Refrigerator Wine Cooler 2598 3 1,194 2 1,500 3,000 1 5.000 5,000 I I,100 1,100 1 1,200 1,200 1 1,200 1,200 1 1,000 1,000 5100 1,200 1 5,000 I 4,500 4.500 I 1,800 1,800 1 1,800 1,800 I 1,200 1,200 1 810 810 1 1,200 1,200 Total Watts 31,804 First 10000 Watts 9100% 1 10,000 10,000 Remainder 31,804 1140% 1 0 15,122 Electric Heat or A/C 10,000 045% 1 6,500 6,500 Calculated Load Watts 31A22 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 132 Panel Size Required = 20OAmps riol H 0 1�1 r----------- 0 1REF� lug wr F 1 -4-----------"-\ I I 1 \\ I I M STafr I I CL03ET I I---------- M AT R;; --- -� \\ ,BEDROOM CEO c - Pant 1 I I Heat 1 ® ;E1114TH 2\ I I So AN M M14SZER 8 IT i BEDROOM 42�� 1 ��' BEDROOM # GFCIII 4ID !II\ nt ITVI Interior Bearing Wall JhP� = C Interior Bearing Wall C / I 1471 ----- -- / 1471 I I I J� - 7 / I I \ \ °\ GREAT ROOM ®, M ; DINING ROOIIM , - \ Locnte 6y Owner -� _ -%a tiy-y -------------- qp ` - sc .11 ------------ GFCI / / A � I c /bove �i IFSI--- / t Bel FANCabne was Lights I F O R / I J o 1 KITCHEN \\ I :E)- AUNDRY I C AKFAST ®-------Ei ------- WASHER LIBRARY I NOOK IIFIK*C�1 FCI- GFCI II ---`- 2" ELEC7RICAL FLAN ELECTRIC NOTES: 'SCALE: 1/4" = 1'-0" I. Use copper wire only, no aluminum. 2. Provide and wlre all required smoke detectors. 3. Contractor to verify location of electrical service and provider 4. .ALL paddle fans shall be on a rheostat. S. Recessed cans to be Installed per NFPA requirements. L ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp outlets shall be protected by Combination -Type AFCI Circuit Breakers. 7. Tamper resistant AFCI receptacles to be Installed in ALL rooms Kitchen, Bathrooms, and Garage. 8. ALL bath and kitchen and garage receptacles to be GFCI protected. q. ALL exterior outlets to be LUP/GFCI protected. 10. A/C Return Air Balance Must comply w/ F.B.C. Mechanical 2010 ed. and current version of any supplements to the 2010 ed. II. ,A/C Refrigerant Imes that are run thru slabs must be sleeved in PVC 12. ALL A/C Equipment shall be 16 SEER 13. Provide Disconnects at ALL appliances (water heater, A/C units, and ALL other equipment as required by N.E.C.) 14. A/C Ducts In Garage shall be metal or I" thick minimum rigid nonmetallic Class 0 or Class I duct or other approved material and shall have no openings into the garage. 15. Smoke Alarms shall be Installed in the following locations: a) In each sleeping room. b) Outside each separate sleeping area in the immediate vicinity of the bedrooms. On each additional story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired ** 78,_4„ ' Eell� r� i \ • r . - iiinterioF Bearing Wall w��•ar�.s;;e��dsxe � aseys�•ywaerr_r�tia-�•aar, i,�_ - � 111 Or--------- A.H.U. Id1Us GFCI ' i. us �\ PC I I \ PCi I 1 © I i Garage I I Door I Opener entral Vac GFCI / / I I I I I I I I I I 1 I ostl post W.H. wh guard GP GFCI AC01 C 'P GFCI 2' U.C.Vent JL I LAV-I KITCHEN 2" 2 \ 2" 3' VTR 12" FOWDER SINK-] 12 12 [ OOM 2" I I 2n LAV-1 2 I SINK-1 i Lrl BA T H TT� 2 \\ 2„ wM..l 2„ 2„ we -I i I I2 3 GFCI Photo Sensor hoto Sensor 2' U.C.Vent ALFORCH 12" 3' VTR SINK -I 1 �I fi\ MASTER r\- 2' 3„1 \\BATH BATH 92 2 12„ 1 WC-1 T 1 LAv-1 I 2" BT J I \\\ 3 2 1 LAv-1 3„ 12 LAVJ i 3„ 2„ 3„ eT ' 2„ 3„ we-i1 LAUNDRY 12,� 13Ava 3° I'' GARAGE SANITARY RISER 2" BT-I 2„ a COnneCt t0 sewer line nts 3 OD 0 0 IN a U 0 U 0 0 W 0 Q C v C Q Q to OD n3 � CY CV OD 00 U E �(L g I 1 o�Mta G p6CV Re,UN(-4 1 Uj t! y .. mar ` E V- � w v4 Sheet E OF 8 Comm # 18-�'O