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HomeMy WebLinkAboutBuilding Plans.pdfSTRAPPING SCHEDULE Additional 45 bare •;;,;�}';; i COVER Precast Lintel 8F8-OBAT Additional C R ... .. u5 bare COVER jr• , One Row of Beam -•;:• Block Above BFIL-BAT BFIL-I15/2T NOTES: I. MIN, COVERAGE OF STEEL = 1.5" 2. MIN. BEARING REQUIRED ® EA. END = 4" S. STANDARD FOR R£INF. STEEL = ASTM A415 GRADE TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Lintel Length Bar Length Clear Span I "A" 113ars "B" Bars 2'-10" 2'-8" -6" 2,#3 none 3'-6" 3'-4" 2'-2" 2,43 none 4'-0" 3'-10" 2'-8" 2,43 none 4'-6" 4'-4" 3'-2" 2,93 none 51-4" 5'-2" 4'-0" 2,43 none 5'-8" -4'- 6 1 2,44 none 6'-4" 5'-4" 2,#4 none T-0" 6'-2" 2,99 none 1'-10" 1'-0" 2,#5 none ALL reinforcing steel is grade 60 LINTEL SCHEDULE Window P fe_ Rows of Max Max. Max. Mark DomStressed Uni Lintel Cast -Crete BMBlock Bottom Top Load ity Looafd Lateral o ai Width Size S ecification Steel Sire Steel size (PLF) (PLF) (PLF) L22 2 _2• 2'-10' 8F8-OD/IT NO — 1 #5 30L9 IBL9 IL42 L31 T-L' 3'-9' 8F8-OBAT NO — I #S 25LI 13L3 163 3,_l' L45 4'-6' I 6'-I" 8F8-OBAT I NO — I 1 #5 1 1349 1 1016 411 L60 5'-O' S'-8' 8F8-OBAT I NO — 1 #6 1 1106 1 9041 1 339 LLO L'-8' L'-e" 81"8-OBAT 50 — 1 #6 1 1011 1 92-1 1 534 LSO T'-O' -'-O" or8-OBAT I NO — 1 #6 1 1011 1 127 1 534 - ALL LINTELS SHALL BE 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 13'-11" 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 ROOF: SHEETING ATTACH>1ENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on these plans for zone 3 Keu Area Ede Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Prov (a) 3, of W N W L60 BI L31 Q in BI per product approval FL# 111-T5.1 roofing underlagment over 19/32' over PoIyglass self adhered CDX plywood attached 6 SLOPE Ln SLOPE 6 ', W 24" O.H. AT 24"o.c. YPICAL — SEE SECTION FOR BO TOM CHORD SLOPE ====P (8) ovide Simpson 3/14" dia. x I Wall and (10) (V � B2 '1 II 24" [Q IIII O 11174 Q III II H = TT SLOPE 3 III _ M L31 BI L31 LGO BI IIII 24" _N. m IIII �16" dia. x 1 34' Tapcons ino Fa all and (10) IOd nails Into Beam I I B — o N cn HT B2 (o at B2 IIII II IIII 2 ROOF PLAN HETA SIMPSON HETA 20 hurricai anchor at each truss supportir Max. 1,810 lbs. uplift. Strap have (9) IOd x 11/2" nails. STRAPPING SCHEDULE HTS 2 Simpson HTS 20 hurricane anchor at each truss (24" o.c.) supporting Max. 1,450 lbs. uplift w/ (24) IOd x 1.5" nails (2) 2" x 12" Wood Beam w/ 1/2" plywd ( see Roof Plan for location& ) 1 HU212-2 (Max) with/ (2) 5/8° Dia Bolts 3/" Tapcons ino Face IOd nails into Beam 31/6" x 31h" x 'A"t 6 1/4"W x 9 1/2"D x 9"H x 1/4"T Steel Column column cap prewelded to steel column 16 w/ (2) predrilled 5/8" Die. holes for 5/8" bolts bg manufacturer COLUMN TO BEAM CONNECTION I I NTS TYPICAL ROOF NOTES: Scale 1/4" = 1'-0" — Overhangs shall be 2'-0" unless otherwise noted on this sheet (2) 2" X 12" Wood Beam — Roof pitch shall be L12 unless otherwise noted on this sheet w/ 1/2" plywood plate — 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 L" x 6" PT Wood post Simpson ABU 66 Post base with 5/8" dia. A.B. embedded 8" min. into concrete footing. Use (12) IGd nails into post - OR - (2) 1/2" dia. thrubolts. 110 9 a LL -Q v � N v N 30 x 36" x 12" concrete footing v 3 with #5 bars at L" o.c. each way. n/ Min. side and bottom clearance to tK steel shall be 3" all sides DETAIL AT 6"x6" POST CONNECTION Scale: 3/4" = 1`0" - . UO ro, Two Rows of Beam Block filled with concrete and one #5 bar i continuous in each row a TRUSS MANUFACTURER Provide Simpson HU212-2 (Max) With — Architect to review Truss Shop Drawings Prior (8) 3/16" dia, x 1 3/6" Tapcons ino Face I to construction for layout and uplift verification of Wall and (10) IOd nails into Beam — Contractor to provide for Form Board Survey and to provide Wood Beam to CBS Wall D & t a l l 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. — TRUSS DEFLECTION SHALL NOT EXCEED 0.5" ON ANY TRUSS. NTS 0 4J (n Q N c =0 L > C�1 00 6Qinm m c NN uU q ' CjD OD EE Q ONN R L- m 4-� r r u oui LIJ 4' sli L � 0 E LL. W 41 � 41 N rr1, Sheet Comm # 18-23� 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 thru I" x 4" PT Buck Exterior face of wall --\ Detall at windows Exterior face Of wall — I"x4" P.T. Buck 2 sides d header NTS 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 P.T. Buck 2 sides d header Detail at Exterior Doors NTS Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FL# 11116.1 over Polyglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or 11dxat with10) 0l/2" ( 24" o.c.) supporting 1810lbs. uplift Gaiv-Alum Metal drip on I" x 4" Drip on 1" x 8" Fascia on 2" x 6" Sub -Fascia James Hardie Products Hardi—Soffit FL# 13245.1 / Install hardi soffit nailed to 2" x 4" soffit framing at max. 24" o.c. with 1.5" long x 0.083" shank dia. x 0.18-1" HD ring shank nails at 8' o.c. field and edges IAW product approval and manufacturers req. 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ SO" overlap — at each filled cell 12 6 M 6" min. of Icynene LD-C-50 spray foam insulation on bottom of roof sheathing in compliance with ICC-ESR-182L dated Feb. I, 2012. Install DC 315 Intumescent coating per section 4.3.2 of [CC test noted above to comply with 15 min. thermal barrier requirements. PRE-ENGINEERED SCISSOR TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer ) 5/8" drywall with smooth finish 1/2" drgwall over I" x furring strips at 16" o.c. with R4.2 iyfoil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlg Provide Dur-O-Rock at all" wet areas (ex. showers, tubs etc...) o- Fill cell with concrete and (U 45 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings V0aerd 4" concrete slab with fibermesh OR 6"x6 111:10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade !I IIII—ill) 11�1� �!il ,,llll����lllli111ll11��„IIII, I!'' 16"w x i6"d concrete stem wall footing with (2) #5 bars cont. and tt5 transverse bars at 32" o.c. TYFICAL SECTION Scale : 1/2" = 1'-0" 24'-C Thicken ed4e to 8"x8" with concrrte and none #5 bar 1 ontinuous ------------------ MI I 1 8O 1 11—O O D O ©O — — — — — — — — ---- — a - ©I Fill cell with concrete and w 'do a v o IT 1 (l) tt5 bar vert. (typical). o g Max. spacing shall not exceed 1 I 32" unless otherwise noted 1 see foundation plan notes for m I C O spacing at openings m r I 1 16"w x 16"d concrete stem wall I I v W footingg with (2) tt5 bars coat. and 45 transverse bars at 32" o.c. I N °1:1a�----- I 00 o i)o " I I•I �I ,I I --- � I � I I I `Ir I I 1 I 6" X 6" PT I 4" concrete slab with fibermesh OR I r I bood 1 6"x6" 410/10 WWM on 6 mil Visqueen over I I L— U"x36"A2" concrete clean compacted termite treated fill I I I with (5) #5 bars I" I I ilep I l o l I Thicken)Edge to 8"x8' I I I with c6 crete and I I I one 45 (ar continuous I I Fill cell with concrete and (1)45 bar Vert. (typical). I I I Max apacing shall not exceed O 32" unless otherwise noted 16'w x I6"d concrete stem wall I I L - I i y see foundation plan notes for footing with (2) tt5 bare cont. and tt5 transverse bars at 32" o.c. I I I spacing at openings — — — --- --©O-i I I Q—_------- O O i i i i i i i 0 0E) QQ— --------- —I---�— — — — — — — — — — — — — I O_ _ I Thicken edge to 8"x8" o I with concrete and 0 one #5 bar continuous 1 I I -� I--------� 117 F— f--- —i 1T— L___ X 6" PT Wood Posh -OM 36"x36"x12" concrete column footing with (5) U5 bars each way 23'-10" 30'-C FOUNDATION FLAN Filled Cell Masonry Column With One #5 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location 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 Post on olumn footing ach way ell Column NTS I I li II II II II I II I I II II II II L�— � E O m — — — — — — — LL— — — — — — — — — — 30 min. Corner Steel La FOUNDATION NOTES: SCALE: 1/4" = 1'-0" I. Any changes to plans must be submitted to the architect 4j Epox Mr. for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions prior to start of construction. M I SSe C� 3. ALL Concrete used for slabs shall be 3,000 PSI concrete min., and ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to shall be 3,000 F.B.I. concrete and/or 4,000 P.S.I. grout mix min. 4. Soil conditions assumed to be 2900 psf and stable. This shall be confirmed Contractor shall remove by 95% dry soil density test which shall be provided in writing to this firm by owner/contitudbteopeeded for new lintel prior to start of any construction. 5. Verify all recess thickness at shower floors, all floor finishes as selected by Provide Cast -Crete owner, door sills t thresholds etc.... an slabs, prior to placing P P g y 8U9-IB/IT precast lintel set in mortar 6. Contractor to provide filled cell with concrete and I #5 bar vert. at 32" Min. 4" Bearing 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'-O" to 9'-II" CBS WALL ; and Provide (3) filled cells on each side of openings from 10'-0" 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) VERT. tt5 bar 1. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-l6 and A-35 specifications. ALL Anchors to be A-30"I steel. Pour sill blocks solid for window 9. Provide a minimum of 3" concrete protection at footings and attachment 1-1/2" concrete protection at beams for ALL reinforcing bars. 10. Contractor to provide the Architect with truss shop drawings including Extend filled cell up into beam \ Provide New PT Bucks attached I jamb details into existing filled call See plan for size nts Dowel (1) #5 bar w/ 25" min lap and 6" embed ete Footing nts Now Lintel shall have min. 4" bearing on each side of new opening Provide new filled call on each aide of opening ALL truss cut sheets showing ALL truss reactions prior to START See foundation plan I I OF FOUNDATION WORK for strap and footing size verification. DETAIL AT WINDOW OPENINGS 11. Concrete stoops shall slope away from house Scale. 1/2"- R� Sheet 3 Comm # 18-234 Window Schedule Mark Size Window Description I. 3'—I" x 5'-3" SINGLE HUNG 2. 4'-5" x 3'-2" SINGLE HUNG - 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 afl masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description A 3'—O" X C-8" SOLID CORE — FIBERGLASS B 2'-8" X C-8" MDF 2 PANEL C X—L" x C-8" MDF 2 PANEL POCKET D 4'-0" x C-8" LOUVERED BI—FOLD E 5'-0" X 6'-8" LOUVERED BI—PASS F 3'—O" x L'-8" SLIDING BARN DOOR G 2 3'-0" X L'-8" IMPACT GLASS SLIDING DOORS H L'—O" X 6'-8" LOUVERED BI—PASS - 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 gglazing 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. FLOOR PLAN TYPICAL NOTES: L 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 2500 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 6. 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 t 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 bg Governing Building Department surveyor to set in field. 13. Wall and Ceiling shall have a flame —spread classification of not greater than 200 14. Wall and ceiling finishes shall have a smoke —developed index of not greater than 450 ood Post on to column footing irs each way bUALt 1/9" = I'- 15. 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 ermit info box of code edition I6. Csgpsum board material shall conform to ASTr C36, C19, C415, C514 C630, C931 C960, C1002, C1041,0111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: Drgwall Thickness Location Orientation Framing Member spacing Mawmum Max, spacing of fasteners Nail wing options for installation ggof drggwall into 2. x Minm�throkne ears Neils Screws Ceiling Perpendicular 24' 1" 12" 13ga 1 3/8" long with 19/G4" head �2 „ 0.098' diameter x 1 1/4" [an annular -ringed or 5d cooler U R 0.080" dmax 1 5/8" long with 15/44' head Walls Either Direction 14, a. 10 OR Ggpsum board nail 0.084" dia. x 15/8" with 9/32' head. Ceiling Perpendicular 24" 9' 12" 139a 1 5/8' long with 19/11 head „ 0.098" diameter x 1 3/8" long annular —ringed or Gd coder ria OR 0.092' dia. x 11/8" long with 1/4" head Walls Either Detection IG' g• IG• OR Gy1psum board nail 0.0915" dia. x 1/8' with 19/44• head. 11. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 18. Cement, fiber —cement or glass mat ggypsum 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. to m Ron 0 L�; N m <toO > OD M QdLnOD N � a,O c Cl C4 >` 0000 u U E OQ I 1 Q" a - Or0 Oro oC4N F# 1p to N N q) 19 L m ++ rr �Ir `a ouiwr� N dl t! 1�1 cV E IL 1L -0 0 N 5-f Sheet 2 OF Comm # 18-236 PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 4TH Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Speed: 140 mph ultimate Mean Roof Height. 15'-0" Roof Pitch: 4:2 Internal Pressure Coif is ent: ±O_I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Vera Heav4 Width of Roof End Zone: 5'-4" Wind Exposure Classification. B Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.bWL; 0.4DL+O.4WL Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.4 = 0.4 applied below Components t Cladding Wind Pressure (NET) Roof Zone: 1. +I1.0/-21.0 psf Roof Zone. 2. +I1.0/-48.0 psf Roof Zone: 3. +I1.0/-10.0 psf Components t Cladding Wall End Zone Width: 5'-V Components t Cladding Wind Pressure (NET) Wall Zone: 4. +30.0/-32.0 psf Wall Zone: S. +30.O/-40.0 psf Components t Cladding Wind Pressure (NET) on Garage Door. N/A psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? e Are Components an Cladding Det� Provided? Yes Minimum Soil Bearing Pressure. 2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS. IMPACT GLASS: X BOTH: NEITHER: IF GABLE ROOF Ll88 THAN 2.12 PITCH a - Roof Zone 1 - Roof Zone 2 Walls Zone 4 Walls Zone 5 END ZONE GABLE ROOF FROM 2.12 TO 12:12 PITCH - Corner Zones Root Zone 3 Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NNUAM/BER Product Model # Manufacturer Glass Attachment method TEST Date Maximum Design Pressure of Approved Tests 1. FL# 5823.1 Single Hung CWS Impact custom window systems 5116" 1/4" dia. tapcons w/ min. 1 3/e" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF — 2. FLU 11103.1 Sliding Glass Door 8900 PVC SGD custom window systems I" nom Type "GSA' Is/4" dia.tap oduct /min. 1 approval. penetration ctor iohalloadhere to min. 2 I/2" edge distances specified in Product approval ± 60.0 PSF 3. FLU 14011.5 InswingFlberLast Impact French Jeld-Wen P 3/16" dia. x 3" Topcons w/ min. 1 1/2" penetration spaced per product approval. Contractor shall adhere to edge distances stated in approval. + 45.0 PSF — Product NOA/FL NUMBER Model # Manufacturer Attachment Method mgriTEST xpu•ation Date DesMaxign Pre n Des n Pressure of Approved Tests Mullions Roof FLU 11115J 5V 24rimgp Metal a. Southeastern Metals Southeastern Metals Sv Crimp Roofing installed per approval over Polyglass peel and stick underlayment over 19/32" CD sheeting nailed to trusses per nailing pattern detail on roof pl n -11.0 psf Field an perimeter. -93.5 psf corner Siding STUCCO ON BLOCK 5/8" Thick light textured stucco on typical Concrete block construction Soffit FLU 13265.1 Hardi-Soffit James Hardie Products Install hardi soffit nailed to 2" x 4" soffit framing at max. 24" o.c. with 1.5" lonp x 0.083" shank dia. x 0.181" HD ring shank nails at 8 o.c. field and edges IAW product approval and manufacturers req. - 83.0 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 ) Diagonal bracing to be 2" x 4" to span 8'-0" from gable end nailed to each truss 2" x 4" PT Brace Expansion Anchors G�4SLE 19/32" COX plywood sheeting nailed per roof sheeting attachment detail on roof plan sheet Soffit and fascia - see typical section for exact details FRONT ELEVATION 1/.41' RIGHT SIDE ELEVATION 1/411 S p ro to ithet prouct fing trus tern nderlagme s p Met ppro r sh Is 21 al F t ov et", ga # III r 19 att v 5.1 32" hme imp ver co)ply die etal ofgglass ram Roo ood n r no i If a ttac f pl tall here ed n 2" x 4" top plate I I 5/8" drywall ceiling on truss bottom cord LEFT SIDE ELEVATION 2" x 4" sub -fascia o F 1/8" thick light textured stucco on plastic lath over 2 Layers of 151b felt on P9/32" CDX plywood nailed 6" on edge c 1/2" drpwall on and 12" in field w/ IOd gale. nails u 2" x 4 studs at 16" o.c. Finish to match existing w w Concrete beam - see schedule on roof plan r2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR Typical baseboard Vx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill ENE)UJ,4LL DETAIL (1211) NTS Interior Non -Bearing Partftlon Scale: 1/2" = 1'-0" 12 3 1 SLOPE 5/8" thick light textured stucco on typical concrete block construction 5/8" thick light textur stucco on typical concre block construction 12 SLOPE 14 I�'lll'�I 12 SLOPE 13 �� C 3 �rl1�y� � 0 00 q N Q U U 01 IL N m III 4- Q �o � < �>00M L, 20 C NN q =4DOD u0 EOQ AIL or- r- �# 8NN 2 R 1 NuNN-ucr cuiWrr(Q,Cr,r. N 4J th ysF �Q fu U- E ll I r, Sheet REAR ELEVATION OF Comm # 18-236