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1725 BEACH AVE RES20-0065 arch dwgs (2)E. Cabana South Elevation �!4" A3.8 Stair Hall Section u— LA3l. 8 12 9.1/2 F'/ Cabana East Elevation Cabana Building Section 12 1 9-112 Cabana North Elevation 12 91/2 CABANA FF El ST FLOOR N. CABANA FFIV O' NAV Cabana Building Section i. Copyright ©zozo Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet L3.8 U c� � n U � U� 4� cd +' E O C � -O L O C V � L . r.{ fa n (n Cil � DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet L3.8 1 1 _ U � •� � O1 - - T 4,� ILL - . Irl II�JI tidy U (� 'D L ALIGN EXPOSED RAFTERS CENTERED _i IN -ROOF SPAN & EQ1 JAI -LY PAGE EQ T EQ . _ EQ __ EQ . EQ GV � N - �--� / EQ EQ EQ In m m N Af\0' —--�-- DRAG A3.9 North Courtyard Elevation ELEVATION NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 & A0.2 for specifications & Notes 3. See E2.4 for exterior lighting schedule. 4. Sea turtle protection requirements F.A.0 62B-34.070(4) (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." _ Hous 2ND FLOORr HOUSEJN — — — IST FLOOR ------_— O'NAV Ei/4" 1 '-0" Copyright Oc 2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: A3.9 U � •� � O1 C� 4,� N o Irl II�JI tidy U (� 'D L v� O � v i L GV � N DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: A3.9 — —r— —r— — — -- — South Courtyard Elevation E1 ELEVATION NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 & A0.2 for specifications & Notes 3. See E2.4 for exterior lighting schedule. 4. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." 12 9-1/2 F/:- 12 \ 19-1 /2 E1 _ HOous_E� 2ND FLOORY 'OUSEO 1ST LOO R Atlantic ® Caribbean • Pacific infonstarr—nford—n- 904-707-9761 Copyright 92o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, ana specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or repproduced in part or whole in any }orm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sleet A3.10 w V -i 110 � N rn U " � ' r\ . ,.y rn � c13 4� +' o L 41 O � rn V L L � 3 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sleet A3.10 Electrical Plan Key 15a 125-277v single pole switch equal to Hubbell #1201. 15a 125-277' 3 -way switch equal to Hubbell #1203. s 15a 125-277v 4 -way switch equal to Hubbell #1203. a 15a 125-277v dimmer switch. D O Recessed compact fluorescent bulb light or LED. -(�- Surface compact fluorescent bulb light or LED. Adjustable eyeball recessed compact fluorescent bulb light. Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. 4' square Recessed LED, Elitco Lighting RS4123oKRF or similar. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O Wall fixture. Exhaust fan w/light. ® Exhaust fan. Q.,_._A ..___, Undercounter Lighting & power strip, lighting equal to Tresco Lighting - Flexible 3W EquiLine Tape LED 1zV. ® Wired Combination Carbon Dioxide & Smoke detector (120V wlbattery backup). Split -wired 15a r25v duplex wall outlet. Garage Level Reflected Ceiling Plan 0 2' 4' 6' 8' 10' 12' 14' 16' SEE E2.4 FOR LIGHTING CUT SHEETS AND EXTERIOR LIGHTING SCHEDULE 3OVE -- FF 3OVE E FF F -U" ABOVE GARAGE FF Atlantic • C'anbb— ® I acific info C>st—sanf—d—nv 904-707-9761 Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or repproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A6.1 w � rn U 6) O n r ^' d- O •1—I � rn +' p � v � L O S_ U `° l� L L • Catt M Cq 3 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A6.1 SEE E2.4 FOR LIGHTING CUT SHEETS AND EXTERIOR LIGHTING SCHEDULE A6 2 First Level Reflected Ceiling Plan 2' 4' 6 8' 10' 12' 14' 16' 'info Ga)starrsanford.com 904-707-97611 Copyright ©zozo Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, ancj specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. i w ,I J W I IL O S U W v � ' c� n i G: O F- U DRAWN: MLS r\ wCONSTRUCTION FI z W V p Project #: 18011 Date: O FEB 20 2020 Revised: 'p Yy 0 N- � � r U1 V L L 3 r � i ,I J W I IL O S U W 0 I i C7 Z F- U DRAWN: MLS SET wCONSTRUCTION FI z W V Project #: 18011 Date: FEB 20 2020 Revised: Sheet A62 SEE E2.4 FOR LIGHTING CUT SHEETS AND EXTERIOR LIGHTING SCHEDULE i i oA A6.3 Second Level Reflected Ceilin Plan 0 2' 4' 6' 8' 10' 12' 34' 16' Electrical Plan Key l5a 125-277v single pole switch equal to Hubbell #1201. 15a 125-277v 3 -way switch equal to Hubbell #1203. s 15a 125-277v 4 -way switch equal to Hubbell #1203. a 15a 125-277v dimmer switch. D O Recessed compact fluorescent bulb light or LED. Surface compact fluorescent bulb light or LED. Adjustable eyeball recessed compact fluorescent bulb light. Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. 4' square Recessed LED, Elitco Lighting RS4123oKRF or similar. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O Wall fixture. © Exhaust fan w/light. ® Exhaust fan. Q_�A Undercounter Lighting & power strip, lighting equal to Tresco Lighting - Flexible 3W EquiLine Tape LED i2V. ® Wired Combination Carbon Dioxide & Smoke detector (120V wibattery backup). Split -wired i5a i25v duplex wall outlet. Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any dorm without the written consent of Starr Sanford DesignAssociates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A693 W � rn U R3 i n til O n U � � R3 E • aj 'v L � O c Ln L ISI wl N C�7 r� DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A693 Note: Details of the window & frame are general in nature and may not represent exact configurations, as this may vary \ between manufacturers. Consult Architect if there are any questions. \, roof as detailed elsewhere (see Drawings) header (see Engineering) casement window (see Drawings for size& design) 2x6 jamb casing 52 77111 iWINDOW HEAD &,JAMB [X78—.11 Note: Details of the door or window are not shown here. The intent of this drawing�s is only to illustrate exterior trimwork. Consult Architect is there are any questions concerning these conditions. stucco wall as detailed elsewhere (see schedules details & specifications) on CMU wA CMU bond beam --------- interior interior casing _ provide door head water proofing; door casing on nailer — - stucco head shaped as shown w/n 2" drip & stucco head return under CM.0 wall as detailed elsewhere (see schedules, details & specifications) ------ ------ door casing on nailer door (see Drawings for type, size & design) ------ use Thoroseal as per manufacturer's instructions to seal all doors & windows PT 2x window "buck'=_.-.-_-_-__ 2x4 sleepers 16" OC w/interior fiitish as detailed elsewhere — concrete or stone door sill shape([ as shown over sill flashing as shown -- depress slab at all exterior doors threshold set in bed of sealant over stone sill s:- Note: Details of the door & frame are gnierat in natuie and may not represent exact configurations, as this may vary between manufacturers. Consul Architect if there are any questions. wall as detailed elsewhere (see Drawings) head flashmr, header (see Engineering) cap cut from 6/4x4 over i" cove over 2x8 head casing —74 12 �•- w t 2 u� door (see Drawings for size &design) 2X 3am casing c�11/4 REVEAL ' On DanwinG % 1160„ A8 1 DOOR HEAD & JAMB SECTION/ELEVATION WINDOW HEAD & JAMB terrace door s intended to outline the generalprocedures for flashing & jamb -wrapping doors & windows. D AS t DOOR SILL & JAMB SECTION/ELEVATION eG 1� orc or atio stun ;„ u 1 this general in nature and may not represent may vary between manufacturers. t detailed elsewhere e {see schedules, details 7 n 20 between manufacturers. Consult Architect if & specifications) See Wall Sections for thickness of all. '•' there are any questions. 4� foundation wall as detailed elsewhere wan as cletailed e sew ere see rawmgs e u for size & design) 2x6 jamb casing U ' ,. L T openings & wrap up over sub -sill header (see Engineering) N { �f cap cut from 6/4x4 over i" cove over detailed elsewhere (see Drawings) L seal these locations thoroughly with , exterior sealant cut jamb wrap at angle as shown where 2x8 head casing N 4 as shown � co r f but door d & window details for clarity,I y 1 2 i should be installed on all exterior s ver sill flashii as -Itw openings as shown here. Door Head, Jamb & Sill Section/Elevation ' ' asing both sides; extend N Step 3: Install head flashing over jamb 5 2' turn up 3"@ nt 2 yN flashing& extend head flashing k minimum each side of opening CASEMENT� pore, =terrace -or patio }ICrQY, systei i a Note: Head flashing should be ram up ' cl€taile`d° elsewhe ( be#Iules, - "66ns) detatls & s&ci6c`. fo ndatiou wall as detarletl elsewhere J behind wall sheathing whenever 2 8' W WINDOW HEAD & JAMB terrace door s intended to outline the generalprocedures for flashing & jamb -wrapping doors & windows. D AS t DOOR SILL & JAMB SECTION/ELEVATION eG 1� orc or atio stun as , 1 this general in nature and may not represent may vary between manufacturers. t detailed elsewhere e {see schedules, details 7 n 20 between manufacturers. Consult Architect if & specifications) See Wall Sections for thickness of all. '•' there are any questions. 4� foundation wall as detailed elsewhere wan as cletailed e sew ere see rawmgs e u for size & design) 2x6 jamb casing U ' ,. L T openings & wrap up over sub -sill header (see Engineering) N and notched to drip cap cut from 6/4x4 over i" cove over detailed elsewhere (see Drawings) L seal these locations thoroughly with , exterior sealant cut jamb wrap at angle as shown where 2x8 head casing N 4 as shown � co r f but door d & window details for clarity,I y 1 2 i should be installed on all exterior s A8. 1 - casement window openings as shown here. Door Head, Jamb & Sill Section/Elevation (see Drawings for size & design) ., 2x6 jamb casing N Step 3: Install head flashing over jamb 5 2' yN flashing& extend head flashing minimum each side of opening CASEMENT� Note: Head flashing should be ram up FENESTRATION IN J behind wall sheathing whenever 2 8' W possible. STUCCO WALLS MUST BE > W SET BACK SO STUCCO X RETURNS TO BUCK ya 2" 4' REVEAL y �t Door Jamb Ext % v .` k ter' e ♦ ♦ r \ r I SHIM SPACE ,i. ♦ r *. Door Jamb Interior Section cx fix= r WINDOW HEAD & JAMB terrace door s intended to outline the generalprocedures for flashing & jamb -wrapping doors & windows. Details of the window & frame ' orc or atio stun as , 1 this general in nature and may not represent may vary between manufacturers. t detailed elsewhere e {see schedules, details 7 n any questions. between manufacturers. Consult Architect if & specifications) See Wall Sections for thickness of all. '•' there are any questions. 4� foundation wall as detailed elsewhere wan as cletailed e sew ere see rawmgs e u for size & design) 2x6 jamb casing head flashing w/8"vertical leg minimum L T openings & wrap up over sub -sill header (see Engineering) N and notched to drip cap cut from 6/4x4 over i" cove over detailed elsewhere (see Drawings) L seal these locations thoroughly with , exterior sealant cut jamb wrap at angle as shown where 2x8 head casing t t. 2 as shown � �r r but door d & window details for clarity,I y 1 2 i should be installed on all exterior A8. 1 - casement window openings as shown here. Door Head, Jamb & Sill Section/Elevation WINDOW HEAD & JAMB r intended to outline the generalprocedures for flashing & jamb -wrapping doors & windows. Details of the window & frame ' 5 -1J1 2 E Details of the window N, Trame are e resent exact configurations, as 1 this general in nature and may not represent may vary between manufacturers. y 4 exact configurations, as this may vary 7 n any questions. between manufacturers. Consult Architect if See Wall Sections for thickness of all. '•' there are any questions. 4� o wan as cletailed e sew ere see rawmgs e u for size & design) 2x6 jamb casing head flashing w/8"vertical leg minimum L T openings & wrap up over sub -sill header (see Engineering) N and notched to drip cap cut from 6/4x4 over i" cove over detailed elsewhere (see Drawings) L seal these locations thoroughly with , exterior sealant cut jamb wrap at angle as shown where 2x8 head casing t t. 2 as shown � r but door d & window details for clarity,I y 1 2 i should be installed on all exterior - casement window openings as shown here. (see Drawings for size & design) ., 2x6 jamb casing Step 3: Install head flashing over jamb 5 2' flashing& extend head flashing minimum each side of opening CASEMENT� WINDOW HEAD & JAMB Note: This detail is typical in nature, and is r intended to outline the generalprocedures for flashing & jamb -wrapping doors & windows. Details of the window & frame ' 5 -1J1 2 are general in nature and may not e resent exact configurations, as 1 this See Floor Plans and/or Door & Window may vary between manufacturers. y 4 Consult Architect if there are 7 n any questions. See Wall Sections for thickness of all. '•' 4� o window (see Drawings e u for size & design) 2x6 jamb casing each side of oppening or 2' past edge of jamb casings (if larger than 6") for wood L T openings & wrap up over sub -sill subsill cutfrom PT 4X4 N and notched to drip --wall as detailed elsewhere (see Drawings) Note: This detail is typical in nature, and is r intended to outline the generalprocedures for flashing & jamb -wrapping doors & windows. ; Opening sizes shown here are purely schematic. r' Oa ' . ; • '. ' • .' . ; . '. See Floor Plans and/or Door & Window y o Schedules & Elevationsforsizes of openings. n See Wall Sections for thickness of all. '•' 4� o Step is Extend sill flashing= 6" minimum � u each side of oppening or 2' past edge of jamb casings (if larger than 6") for wood L T openings & wrap up over sub -sill 0 Step 2: Extend io mil vinyl jamb wrap 6" minimum each sideof opening L seal these locations thoroughly with , exterior sealant cut jamb wrap at angle as shown where wrap meets sill & extend over sill flashing as shown � Note: Vinyl jamb wrap isnot shown on but door d & window details for clarity,I i should be installed on all exterior openings as shown here. I) Step 3: Install head flashing over jamb flashing& extend head flashing minimum each side of opening Note: Head flashing should be ram up behind wall sheathing whenever possible. Dawwrvc % 6 OPENING FLASHING DETAIL @ STUD WALL - 1 1 A8.1 01I Note: Details of the window & frame are general in nature and may not represent exact configurations, as this may vary between manufacturers. Consult Architect if there are any questions. door or window (see schedules for type, size & design) 2x casing over exterior sheathing (see elevations & plans for sizing) jamb w/jamb extension over shim space as required over 2x6 stud Ix flat casing over interior wallboard ---- door or window (see schedules for type, size & desien) JAMB/SILL DETAIL tt,o A8 DOOR, CASEMENT OR TRANSOM MULLION 1150„ Note: Details of the door or window are not shown here. The intent of this drawings is only to illustrate exterior trimwork. Consult Architect is there are any questions concerning these conditions, stucco wall as detailed elsewhere (see schedules, details & specifications) on CMU wa w U provide window head water proofin CMU bond beam rn window trim as ~" detailed elsewhere PT zxwindow "buck" FENESTRATIONIN STUCCO WALLS MUST BE 2: layers of i/2" cement board N 2 �, n , � v SET BACK SO STUCCO RETURNS TO BUCK stucco head shaped as shown w/i/2" drip, x 2" & stucco head return under CM" wall as detailed elsewhere (see schedules, details &specifications) windowsee Drawings for e size & ( g type, - �� ��. design) t�� �� Window Jamb Ext i r �- �� #� x„:°'4.2 � � �. �"� r��`�r"x:.,„, , � �', �''•. ♦ , ♦ ♦ ♦ , r ♦ ♦ use Thoroseal as per manufacturers -1 2" SHIM SPACE ,, ♦ , instructions to seal all doors & windows PT 2X window Window Jamb Interior Section 2x4 sleepers 16” OC w/interior finish as�' .,s detailed elsewhere Provide window sill ll water proofing � sloped concrete sill m U window sill on PT window "buck" D t 41 W U Z 5 0 N ami stucco wall as detailed elsewhere (see WIr 3 u schedules, details & specifications) over in CMU wall0 N 0 1- Window Head, Jamb & Sill Section/Elevation? 1 -O Copyright ri ht c O2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any }orm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A8.1 r'S-I" Oa CS3 r` y o n 4� o � u a> L 0 V V L L CA � t— DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A8.1 3'-O" 36" 17-0" 3'-0" 36" a First Level Window Schedule Second Level Door Schedule Number qty. Width "Height Garage Level Door Schedule r., O PLAN NOTES Number qty. Width Height Type Remarks Location 80 Number qty. Width Height Type Remarks Location 8 -lite _ , 1C Inches Inches 72 casement 6 -lite >.� 1D 5 Inches Inches casement 6 -lite IE 2 201 1 36 96 8 -lite 1F 208 West Balcony 30 G101 1 108 96 vertical wood garage door G-101 Garage 1 L Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 202 ', 1 36 84 solid 48 , 207 Vestibule 4 -lite G102 1 108 96 vertical wood garage door G-101 Garage 1 are in question, the electrician shall be responsible for obtaining clarification 203 2 24 84 solid 209 Storage G103 1 36 84 solid G-102 Garage Entry 11 before continuing with construction. Builder shall verify all dimensions & 204 1 36 84 solid 206 Playroom G104 1 36 84 solid G -102 Garage Entry conditions at jobsite. 205 1 36 84 solid 210 Laundry G105 1 36 84 solid 6-102 Garage Entry 2. See A0.1 for specifications & Notes 206 1 24 84 solid 212 Powder G106 1 1 36 84 solid G-102 Garage Entry 3. Double windows shall not be constructed from the factory ganged together, all 207 1 32 84 1solid 211 Bath 3 Total 6 - double windows shall be seperated by a vertical wood mullion. 208 1 32 84 solid 213 Bedroom 4 Notes: 4. Every sleeping room shall have at least one operable emergency escape and 209 1 36 84 . solid sliding 215 walk-in closet See plan for door swingy r ... .. ... . ...._.... -, , _ , ,..,. ., ,. . rescue opening. The net clear opening dimensions required shall be obtained by 210 211 1 36 84 solid sliding 215 walk-in closet 1 32 84 solid 216 Bedroom 3 the normal operation of the emergency escape and rescue opening from the First Level Door Schedule 5. inside. Emergency escape and rescue openings with a finished sill height below the 213 214 2 2 16 16 84 84 solid solid 203 closet 203 closet Number qty. Width Height Type Remarks Location adjacent ground elevation shall be provided with a window well. 215 .. 2 16 ., 84 solid 203 closet Inches Inches 6. Emergency escape and rescue openings shall open directly into a public way, or 216 A I 32 84 solid 213 Bedroom 2 101 1 81 1083 panel steel door as designed g 102 Foyer y to a ardor court that opens to a public way or into a screen enclosure, where a y p p y 216 B 1 36 84 cased opening 213 Bedroom 2 102 2 36 108 8 -lite - 105 Garage Stair Hall screen door is provided leading away from the residence P g Y 217 1 - 28 84 solid 218 Closet 103 1 120 96 8 -lite 3 panel slider 106 Media Room 218 1 28 84 solid Bath 219 2 104 2 36 96 solid vertical pel fiberglass an 114 Beach Storage 7. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and 219 - 105 A 2 36 109.25 8 -lite 8 -lite 116 Dining Room glass doors on the seaward and shore parallel sides of the dwelling shall be tinted 1 28 72 tempered glass - see interior design for siz( - - 220 Walk-in Shower - 105 B 2 36 109.25 8 -lite 8 -lite 117 Living Room to a Transmittance Value of 45/0 or less through the use of tinted � g d glass, window 220 1 28 84 solid - 222 Closet - 105 C 2 36 109.25 8 -lite 8 -lite 117 Living Room _ film or screens. (b.) All lighting will comply with types of lighting authorized by 221 1 32 84 solid _ _ 221 Bedroom 1 107 1 32 108 8 lite - 129 Master Bedroom the general Permit." 222 2 24 84 solid 201 Stair Landing 108 1 108 109.25 8 -lite 3 panel slider 122 Library 8. Sea turtle protection requirements F.A.0 62B-34.070 4 :All lighting will P q ( ) • g g 223 224 1 1 28 28 84 84 solid solid 223 Bath 1 224 Powder 109 1 36 109.25 8 -lite 121 Rear Hall comply with types of lighting authorized by the general Permit." 225 1 24 84 solid 224 Powder 110 1 204 109.25 12 -lite 4 panel slider 117 Living Room 9. See Specifications for appropriate caulking @dissimilar materials.. 111 1 72 108 sheetrock cased opening 102 Foyer 10. Verify tempered/safety glass requirments for all windows at bathtubs in Total 30 - t 12 i , 76 108 sheetrock cased opening 102 Foyer 113 1 36 108 sheetrock cased opening 113 Stair Hall bathrooms. 114 2 36 96 solid sliding doors 109 Office/ Laundry See plans for door swing and slider direction 115 1 36 96 solid 105 Garage Stair Hall 116 1 36 _ 96 solid .. 106 Media Room Second Level Window Schedule 117 1 32 96 Solid 108 closet Number , qty. Width Height Type Design Glazing & Notes 118 1 32 80 solid 110 Powder 2 Inches Inches 119 1 32 108 solid pocket door 111 Pantry 2A 5 3664 casement 6 -lite 120 1 36 108 sheetrock cased opening 113 Kitchen 2B 6 36 60 casement 6 -lite 121 2 28 108 steel 8 -lite sliding doors 112 Wine 2C 2 24 42 fixed 4 -lite 122 1 100 108 cased opening 113 Kitchen 2D 13 30 48 fixed 6 -lite 123 2 24 108 solid 120 Rear Stair Hall 2E 3 30 34 fixed 4 -lite 124 1 32 96 solid 129 Master Bedroom 2H 1 28 48 casement 4 -lite 125 2 28 96 solid 127 Master Bathroom 2J 4 32 60 casement 6 -lite 126 1 28 72 tempered glass see interior design for sizt 128 walk-in shower 2K 4 40 60 double casement 3-liteperpanel 127 1 28 96 solid 126 Powder 2L 1 42 48 casement 4 -lite 128 1 24 96 solid 120 Rear Stair Hall 2M 2 42 48 casement 4 -lite 129 1 36 96 solid pocket door 124 Master Wardrobe 2N 2 42 48 fixed 4 -lite 130 1 30 96 solid 123 Pool Bath 2P 1 36 64 fixed 6 -lite 131 1 28 72 tempered glass see interior design for sizt 123 Pool Bath 2Q 1 32 60 casement 6 -lite 132 1 28 96 solid 122 Library II 2R 11 36 88 casement 8 -lite 133 1 28 84 solid 117 Living Room 2S 1 36 88 casement 8 -lite 134 1 28 84 solid 117 Living Room 2T 2 42 48 fixed 4 -lite Total 44 Total 39 Notes: Notes Note: , _....� ...�,. .. ... n plans See lasfordoorsinw _. �,.. ,.,� and slider .�..ti.............w n direction. .. m ,,. ;See plan for casement swing. aw.. ,. ......a �........ ,, Verifv width of all transoms w/ door manufacturer ........ r Total 37 Notes: See pian for casement swing 3'-0" 36" 36" 30" 36" 36 2'-O" Z' 0" 2' 4" b -5,q M O OI 3'-0" 36" 0 O Q RECESS DOORS INTO CONCRETE SLAB WHERE APPLICABLE, PROVIDE FLUSH CONDITION FROM THRESHOLD TO FINISH FLOOR MANUFACTURER TO ADJUST DOOR HEIGHT TO ACCOMODATE EQUAL HEAD HEIGHTS W/DOORS & WINDOWS IN ROOMS AV Q O Atlantic • Caribbean + Pacific s a, • info�starrsanford _coin 904-707-9761 Copyright (D2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. First Level Window Schedule �D Number qty. Width "Height Type Design Glazing & Notes O Inches Inches n IA 6 36 80 casement 8 -lite 1B 4 36 80casement ., 8 -lite _ , 1C 6 36 72 casement 6 -lite >.� 1D 5 36 72 casement 6 -lite IE 2 28 28 fixed 4 -lite round _ 1F 9 30 96 fixed g-iite_. 1G 1 24 48 casement . 4 -lite IG2 .. 1 24 48 , fixed 4 -lite IH 3 36 80 fixed 8 -lite". Total 37 Notes: See pian for casement swing 3'-0" 36" 36" 30" 36" 36 2'-O" Z' 0" 2' 4" b -5,q M O OI 3'-0" 36" 0 O Q RECESS DOORS INTO CONCRETE SLAB WHERE APPLICABLE, PROVIDE FLUSH CONDITION FROM THRESHOLD TO FINISH FLOOR MANUFACTURER TO ADJUST DOOR HEIGHT TO ACCOMODATE EQUAL HEAD HEIGHTS W/DOORS & WINDOWS IN ROOMS AV Q O Atlantic • Caribbean + Pacific s a, • info�starrsanford _coin 904-707-9761 Copyright (D2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #• 18011 Date: FEB 20 2020 Revised: Sheet A8.2 �D 0) U O n O . rw. Os ~ +- E O O >.� m C� L i c� 3 r—, DRAWN: MLS CONSTRUCTION SET Project #• 18011 Date: FEB 20 2020 Revised: Sheet A8.2 I" PT cedar shingle roofing (see specs) over 5 w cedar shingle breather fabric on Peel -N -stick A9.1 over plywood roof deck over rafters or 0"a m " trusses � <t ' PJ y � in n a rake flashing w/continuous cleat anchored to continuous 1x8 rake backer over 2x 6 " 0 turned flat w/1x6 T&G where exposed, a� WALL SECTION NOTES provide 2x3 rake fascia on exposed 3x8 _ W, EL' Ill rafter W z . lap siding over roll-on water proofing, caulk V-2" VERIFY P �4 plywood joints prior to application) on v W/ENGINEERIN sheating over insulated stud wall- W V L L a h'ti ti 0 3 v. z G�1 � r 3 V) 12 H 9-1 /2 zi.a.. :( J W W LU 8" 7 24 � 12 A9. i to spray foam insulation or minimum J R-30 ceiling insulation w interior finish on framin N OD CK br a continuing with construction. Builder shall verify all dimensions & conditions at La W wall to roof flashin M LL 0 3� jobsite. w 3x8 e osed 2x8 cave blocking co rafter tat 0 t� eave flashing w/continuous cleat anchored 11 V-6" A it to continuous lx8 eave backer and 1x6 T&G to where exposed, provide 2x3 eave fascia e( stucco finish on 8" concrete filled CMU N m W block w/horizontal reinforcement every EO other course W ra„ o� OH�t N interior finish on 2x4 sleepers 24" OC see �ngineermgf0 is ist irect on 0 installed over rigid insulation structural elements such as framing, footings, foundation walls & slabs. Their 0 EE m design must take into account locally -required live loads, wood species, and co exterior driveway, adjust step as U ro ai ledger bolted to CMU as per engineering CD plywood floor deck on floor joists truss -joists, etc.,) any of which may vary with your locality, contractor, and (see Floor Framing Plan 5/8" interior sheetroek finis 2x exposed IPE boards over 4x4`s on building material supplier. in garages attached to framing t9 M Floo TAisses 3. Finished grade lines shown are approximate. Verify that finished grade slopes brackets from 8x10's shaped as shown turn down concrete slab over she n' i#ee mg`for joist dire',ction @ ceiling & installed on away from building for at least 48" outside building perimeter. Builder shall 5/8" interior sheetroek finish in garages notch 4x4's 1/2" into 8x10's garage beam as per engineering sleepers (24" OC) over establish finish floor elevation in consultation with Homeowner, or Architect. 5/8" interior sheetroek finish in garages W N GARAGE FLOOR attached to framing g ceiling & installed on W Builder take into account design intent, including number steps, water 4 er sg eng numer oP sleepers (24" OC) over rigid insulation m TOP OF SLAB W SLgPED °. n Av ,.. Z 0 W 0 J garage beam as per engineering SLOfyED . stucco finish on 8" concrete filled CMU 0LL 4 N e here. See details for exterior materials not shown h e. block w/horizontal reinforcement every 0 a 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be other course w a LLI less, depending on number of top & bottom plates (see wall ll sections). __ ,_ Z Floors stem dimensions are to to of l od flo decking and bottom f plywood or de a o 7 Y P pY g z U o joist, which typically coincides with top of wall plate for walls below or bottom W W of wall plate for walls above. z �b $. Masonry dimensions are to top of beck or CMU. 1 2 VERIFY i? z a� 9. Because of limitations, sectio cut lines on floor plans a be shown B drawing It a n p may w/ENGINEERIN 3 cutting through doors, windows, or other openings. But some building sections N b0 may not show openings for clarity. X w dd 0 w W Q W U Q o m � ¢ w 0 U 0 0 OD 0 m 0 OD turn down concrete slab over VB over compacted earth > = z a? _ cD 4 z X W W Z 1'-2" VERIFY z W/ENGINEERIN W Eave Section thru Garage t dormer roof & framing (dashed) shown beyond stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course interior finish on 2x4 sleepers 24" OC installed over rigid insulation--•-----•_,` ledger bolted to CMU as per engineering--� plywood floor deck on floor joists (see Floor Framing Plan)------. 5/8" interior sheetrock finish in garages garage beam as per engineering 5/8" interior sheetroek finish in garages attached to framing @ ceiling & installed on sleepers (24" OC) over rigid insulation stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course turn down concrete slab over VB over compacted earth— 24 k9.1 ®■N 3x8 ex osed raft taailss III -® 314 20 Eave Section thru Gara e z g V PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses ------- ay foam insulation minimum -30 ceiling insulatiob 9.. t eco finish on 8" concrete filled CMU 10 2' lock w/horizontal r i forcement every ther course rafters or tru ises see engin ing Il to roof flashing interior finish on framing -- fury -out wall solid wood beam use stainless steel concealed fasteners flashing out over 2x 10 stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course interior finish on 2x4 sleepers 24" OC installed over rigid insulation---- —y wood column PT wood handrail over 2x4 chamfered railing av' U rake flashing w/continuous cleat anchored to continuous lx8 rake backer over 2x turned flat w/1x6 T&G where exposed, provide 2x3 rake fascia on exposed 3x8 rafter 5 A9.1 COIL ' %�N e 1� o't��er sem zafls 3'-O" /'PT cedar shingle roofing (see �pecs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses eave flashing w/continuous cleat l r chored to 1x6 T&G (where exposed), provide 20 cave fascia 11 A9. 1 ip metal rake flashing (see Specifications) bent as shown (run flashing under roofing felt over PT 1x8 --------- framing and rake trim shown elsewhere 94' 1" ROOFING OVERHANG as N sG RAKE FLASHING DETAIL A9. i A, aN 3X8 EXPOSED RAFTER TAIL TYPICAL 130° A6 ROOF TO WALL FLASHING DETAIL 3io" metal drip edge flashing (see Specifications) bent as shown (run flashing up as shown under roofing felt over PT rx8 4`c o� F� yeti y c siding over exterior sheathing over walf as detailed elsewhere metal base flashing shaped as shown installed w/continuous cleat so that there are no exposed fasteners -----. 6" ZDI I U CD ;2 ® A911 EXPOSED RAFTER DETAIL 11 to' A91 Wall Over roof Flashing Detail 11'0" w CD 0"a m " U � <t ' PJ y � in n a o z 3OD 0 _ _ a� WALL SECTION NOTES IL _ W, EL' Ill 0 W z . �) V-2" VERIFY P �4 z v W/ENGINEERIN ro In W V L L h'ti ti 0 3 G�1 � r 3 V) o > :( J W LU � io to (see Floor Framing Plan) �r N OD CK br a continuing with construction. Builder shall verify all dimensions & conditions at La W z M LL 0 jobsite. w co 0 t� it to e( N m W a local licensed structural engineer review actual site conditions & design all EO W ra„ o� OH�t N o see �ngineermgf0 is ist irect on 0 structural elements such as framing, footings, foundation walls & slabs. Their 0 m design must take into account locally -required live loads, wood species, and co exterior driveway, adjust step as N ai required for any paver 314 20 Eave Section thru Gara e z g V PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses ------- ay foam insulation minimum -30 ceiling insulatiob 9.. t eco finish on 8" concrete filled CMU 10 2' lock w/horizontal r i forcement every ther course rafters or tru ises see engin ing Il to roof flashing interior finish on framing -- fury -out wall solid wood beam use stainless steel concealed fasteners flashing out over 2x 10 stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course interior finish on 2x4 sleepers 24" OC installed over rigid insulation---- —y wood column PT wood handrail over 2x4 chamfered railing av' U rake flashing w/continuous cleat anchored to continuous lx8 rake backer over 2x turned flat w/1x6 T&G where exposed, provide 2x3 rake fascia on exposed 3x8 rafter 5 A9.1 COIL ' %�N e 1� o't��er sem zafls 3'-O" /'PT cedar shingle roofing (see �pecs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses eave flashing w/continuous cleat l r chored to 1x6 T&G (where exposed), provide 20 cave fascia 11 A9. 1 ip metal rake flashing (see Specifications) bent as shown (run flashing under roofing felt over PT 1x8 --------- framing and rake trim shown elsewhere 94' 1" ROOFING OVERHANG as N sG RAKE FLASHING DETAIL A9. i A, aN 3X8 EXPOSED RAFTER TAIL TYPICAL 130° A6 ROOF TO WALL FLASHING DETAIL 3io" metal drip edge flashing (see Specifications) bent as shown (run flashing up as shown under roofing felt over PT rx8 4`c o� F� yeti y c siding over exterior sheathing over walf as detailed elsewhere metal base flashing shaped as shown installed w/continuous cleat so that there are no exposed fasteners -----. 6" ZDI I U CD ;2 ® A911 EXPOSED RAFTER DETAIL 11 to' A91 Wall Over roof Flashing Detail 11'0" 8 o 0"a m " U � <t ' y O n Dl o z 3OD N. _ _ WALL SECTION NOTES _ W, EL' Ill 0 W z . ledger bolted to CMU as per V-2" VERIFY P �4 z v W/ENGINEERIN ro In W V 314 20 Eave Section thru Gara e z g V PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses ------- ay foam insulation minimum -30 ceiling insulatiob 9.. t eco finish on 8" concrete filled CMU 10 2' lock w/horizontal r i forcement every ther course rafters or tru ises see engin ing Il to roof flashing interior finish on framing -- fury -out wall solid wood beam use stainless steel concealed fasteners flashing out over 2x 10 stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course interior finish on 2x4 sleepers 24" OC installed over rigid insulation---- —y wood column PT wood handrail over 2x4 chamfered railing av' U rake flashing w/continuous cleat anchored to continuous lx8 rake backer over 2x turned flat w/1x6 T&G where exposed, provide 2x3 rake fascia on exposed 3x8 rafter 5 A9.1 COIL ' %�N e 1� o't��er sem zafls 3'-O" /'PT cedar shingle roofing (see �pecs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses eave flashing w/continuous cleat l r chored to 1x6 T&G (where exposed), provide 20 cave fascia 11 A9. 1 ip metal rake flashing (see Specifications) bent as shown (run flashing under roofing felt over PT 1x8 --------- framing and rake trim shown elsewhere 94' 1" ROOFING OVERHANG as N sG RAKE FLASHING DETAIL A9. i A, aN 3X8 EXPOSED RAFTER TAIL TYPICAL 130° A6 ROOF TO WALL FLASHING DETAIL 3io" metal drip edge flashing (see Specifications) bent as shown (run flashing up as shown under roofing felt over PT rx8 4`c o� F� yeti y c siding over exterior sheathing over walf as detailed elsewhere metal base flashing shaped as shown installed w/continuous cleat so that there are no exposed fasteners -----. 6" ZDI I U CD ;2 ® A911 EXPOSED RAFTER DETAIL 11 to' A91 Wall Over roof Flashing Detail 11'0" oX15 1x12' z In DRIP FLASHING DETAIL STEP FLASHING @ FRAME WALL1 W o A9.1 i X 3 W & LL p Z _ > 8 o 0"a m " U ¢ z ' y O n wall flashing U 3OD N WALL SECTION NOTES v 0 � ledger bolted to CMU as per P �4 C v ro In V L L h'ti VI r^ h+'I engineering ---- -- --- G�1 � r 3 > plywood floor deck on floor joists 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions (see Floor Framing Plan) HOUSE 1ST FLOOR TOP OF PLYW OD CK continuing with construction. Builder shall verify all dimensions & conditions at M LL jobsite. 0 o Trusses ,,f� r ohave N m a local licensed structural engineer review actual site conditions & design all W ra„ o� OH�t N o see �ngineermgf0 is ist irect on structural elements such as framing, footings, foundation walls & slabs. Their cn m design must take into account locally -required live loads, wood species, and exterior driveway, adjust step as N types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web required for any paver CD end board from I0 IPE truss -joists, etc.,) any of which may vary with your locality, contractor, and 5/8" interior sheetroek finis 2x exposed IPE boards over 4x4`s on building material supplier. in garages attached to framing 3. Finished grade lines shown are approximate. Verify that finished grade slopes brackets from 8x10's shaped as shown turn down concrete slab over @ ceiling & installed on away from building for at least 48" outside building perimeter. Builder shall VB over compacted earl notch 4x4's 1/2" into 8x10's sleepers (24" OC) over establish finish floor elevation in consultation with Homeowner, or Architect. N GARAGE FLOOR Builder take into account design intent, including number steps, water 4 er sg eng numer oP rigid insulation TOP OF SLAB table masonry, etc. Builder shall also assure that there is adequate clearance SLgPED °. n Av ,.. — _ — — _ — garage beam as per engineering SLOfyED . e here. See details for exterior materials not shown h e. 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be curved stucco head provide less, depending on number of top & bottom plates (see wall ll sections). __ ,_ Z Floors stem dimensions are to to of l od flo decking and bottom f plywood or de a o 7 Y P pY g joist, which typically coincides with top of wall plate for walls below or bottom 3/8" channel for drip of wall plate for walls above. _ N _ �— N $. Masonry dimensions are to top of beck or CMU. 1 2 VERIFY 9. Because of limitations, sectio cut lines on floor plans a be shown B drawing It a n p may w/ENGINEERIN cutting through doors, windows, or other openings. But some building sections N may not show openings for clarity. dd 0 w W U Q o � ¢ U 0 OD oX15 1x12' z In DRIP FLASHING DETAIL STEP FLASHING @ FRAME WALL1 W o A9.1 i X 3 W & LL p Z _ > Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every rafter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and eats of local authorities, but in no case slip clip be less than Simpson x8 -� 10. Because of the scale of building sections, items beyond the section plane such as w. » 1 /O"A9ic1 Rake Section thru Garage I 340" doors, windows, cabinets, etc., are typically not shown unless they are required 24 to communicate the intent of the drawing, such as columns beyond that support a porch beam. I RAFTER -WALL STRAPPING Atlantic r Caribbean • Yacific into Ckstarrsanford.com 904-707-9761 Copyright ©2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, an specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. 8 o 0"a m " U ¢ z ' y O n U 3OD N WALL SECTION NOTES v 0 � 0 bD P �4 C v ro In V L L h'ti VI r^ h+'I » G�1 � r 3 > 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before W continuing with construction. Builder shall verify all dimensions & conditions at M LL jobsite. 0 2. All structural information shown is for reference purposes only. Builder shall ohave a local licensed structural engineer review actual site conditions & design all o structural elements such as framing, footings, foundation walls & slabs. Their m design must take into account locally -required live loads, wood species, and exterior driveway, adjust step as N types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web required for any paver CD truss -joists, etc.,) any of which may vary with your locality, contractor, and building material supplier. 3. Finished grade lines shown are approximate. Verify that finished grade slopes turn down concrete slab over away from building for at least 48" outside building perimeter. Builder shall VB over compacted earl establish finish floor elevation in consultation with Homeowner, or Architect. N GARAGE FLOOR Builder take into account design intent, including number steps, water 4 er sg eng numer oP TOP OF SLAB table masonry, etc. Builder shall also assure that there is adequate clearance SLgPED °. n Av ,.. — _ — — _ — between finish grade & any wood construction. SLOfyED . e here. See details for exterior materials not shown h e. 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall ll sections). __ ,_ Z Floors stem dimensions are to to of l od flo decking and bottom f plywood or de a o 7 Y P pY g joist, which typically coincides with top of wall plate for walls below or bottom � M - m of wall plate for walls above. _ N _ �— $. Masonry dimensions are to top of beck or CMU. 1 2 VERIFY 9. Because of limitations, sectio cut lines on floor plans a be shown B drawing It a n p may w/ENGINEERIN cutting through doors, windows, or other openings. But some building sections may not show openings for clarity. Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every rafter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and eats of local authorities, but in no case slip clip be less than Simpson x8 -� 10. Because of the scale of building sections, items beyond the section plane such as w. » 1 /O"A9ic1 Rake Section thru Garage I 340" doors, windows, cabinets, etc., are typically not shown unless they are required 24 to communicate the intent of the drawing, such as columns beyond that support a porch beam. I RAFTER -WALL STRAPPING Atlantic r Caribbean • Yacific into Ckstarrsanford.com 904-707-9761 Copyright ©2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, an specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A90 l � � r\ rn U " ' y O n U d' O v 0 � -C3 L P �4 C v ro In V L L h'ti VI r^ h+'I » G�1 � r 3 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A90 l Section thru Cabana 3�4 A9.2 I' -O" A9.2 IFIE''.-; Pll sloped stucco on formed concrete cap or CMU block BUILD UP ROOF & SLOPE TO SCUPPERS f!] interior finish as detailed elsewhere solid wood trellis use stainless steel concealed fasteners stucco finish on S" concrete filled CMU block w/horizontal reinforcement every other course interior finish as detailed elsewhere on sleepers (24" OC) over rigid ledger bolted to CMU as per U ro solid wood trellis use stainless steel concealed fasteners b b column beyond g'-2" _-----_ __ HOUSE TOP OF PLY 7&l P In w plywood floor deck on floor joists porch finish over turn down footing ---- R3 � n _-W b F-1 Floor Framing Plan N +• 0 1'• a) Qz -(see t0 V ih U L I BUILD UP ROOF & SLOPE TO SCUPPERS f!] interior finish as detailed elsewhere solid wood trellis use stainless steel concealed fasteners stucco finish on S" concrete filled CMU block w/horizontal reinforcement every other course interior finish as detailed elsewhere on sleepers (24" OC) over rigid ledger bolted to CMU as per U ro solid wood trellis use stainless steel concealed fasteners b b column beyond g'-2" _-----_ __ HOUSE TOP OF PLY 7&l P In Section thru Cabana 3!4„ 22 1 Section thru Stair Hall 3'4' A9.2 A 2 Section thru Stair Hall 3>4° 1 -O 1 '-O" Copyright ©2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. w plywood floor deck on floor joists porch finish over turn down footing ---- R3 � n _-W F-1 Floor Framing Plan +• 0 V a) Qz -(see 0 V U L I 4: L HOUSE I ST TOP LOO r � Up _ O OF PLYWOOD t DEC IF Trusses Av O ° SLOPE 'fill ' - to see Engineeing or "a',11ist dir�tion - interior finish as detailed elsewhere = garage beam as per engineering - 5/8" interior sheetrock finish in garages attached to framing @ ceiling & installed on sleepers (24" OC) over rigid ` insulation W W Q. � ZLL T 0 0 Z O Q W Z LU - W Q > Q Z -. W N Q > M 0 W _ h in N Z i Z N - 0 W - N - 0 m � - - : �D > turn down concrete slab over VB over compacted eart P OP O F SLAB GARAGE FLOOR ID ,o ° " P TOP OF SLAB ot W Z o o p. D Z ° W 0 > ° ° 0.' W: z n _: cYI rWi 2 O (NTS) Section thru Cabana 3!4„ 22 1 Section thru Stair Hall 3'4' A9.2 A 2 Section thru Stair Hall 3>4° 1 -O 1 '-O" Copyright ©2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A9.2 w R3 � n F-1 +• 0 V a) L 0 V U L I 4: L r � DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A9.2 eave flashing w/continuous cleat anchored to continuous lx8 eave backer and 1x6 T&G where exposed, provide 2x3 eave fascia------___ 1" PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses 12 t1 CCII�`r�2`¢��� I interior finish on fi 2x8 eave blocking stucco finish on 8 concrete filled CMU block w/horizontal reinforcement every other course interior finish on 2x4 sleepers 24" OC installed over rigid insulation--—, ledger bolted to CMU as per engineering--- \__ plywood floor deck on floor joists (see Floor Framing Plan)---- "door Trusse see Engineer; � for jq" direclio interior finish as detailed elsewhere—,_4 interior finish as detailed elsewhere attached to framing @ ceiling & installed on sleepers (24" OC) over rigid insulation stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course 0 u OD U 24 .9.1 V-6" W W O ?osed tails rake flashing w/continuous cleat anchored Eave Section thru Sun Room 3/4" 1 -O to continuous 1x8 rake backer, provide 2x3 3 /4" it. „ 23 A9.3 rake fascia on exposed 3x8 rafter o 0 U � SIM $ 1" PT cedar shingle roofing (see specs) over A9.1 cedar shingle breather fabric on Peel -N -stick --— — over plywood roof deck over rafters or p — trusse 1 U CC �. n J z W J a spra am insulation orryinimurn co P m O rafter tails � R-3 eiling insulation L ? _._ V-2" VERIFY N N A9. 1 W/ENGINEERIN i U) W siding on exterior plywood (use stucco finish on 8" concrete filled CMU rafters or trusses tUp z plywood joints prior to see engineering block w/horizontal reinforcement every a > N R-19 insulated wall, x other course m O /99 w x �A interior finish on framing eave flashing w/continuous cleat anchored to continuous lx8 eave backer and 1x6 T&G where exposed, provide 2x3 eave fascia------___ 1" PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses 12 t1 CCII�`r�2`¢��� I interior finish on fi 2x8 eave blocking stucco finish on 8 concrete filled CMU block w/horizontal reinforcement every other course interior finish on 2x4 sleepers 24" OC installed over rigid insulation--—, ledger bolted to CMU as per engineering--- \__ plywood floor deck on floor joists (see Floor Framing Plan)---- "door Trusse see Engineer; � for jq" direclio interior finish as detailed elsewhere—,_4 interior finish as detailed elsewhere attached to framing @ ceiling & installed on sleepers (24" OC) over rigid insulation stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course 0 u OD U 24 .9.1 V-6" W W O ?osed tails cmv Eave Section thru Sun Room 3/4" 1 -O N N 3 /4" it. „ 23 A9.3 N o 0 U � , n O 0 --— — TOP F Sk.AB,k p — 1 U CC �. n J z 3a a � v _ _ co _ a O O rafter tails � _ N L _._ V-2" VERIFY N N A9. 1 W/ENGINEERIN i W siding on exterior plywood (use stucco finish on 8" concrete filled CMU tUp z plywood joints prior to block w/horizontal reinforcement every N R-19 insulated wall, other course m a x interior finish on 2x4 sleepers 24" OC p installed over rigid insulation x . •' -yN sloped stucco on formed concrete r cap or CMU block -- V, 0 M ledger bolted to beam as per engineering �N plywood floor deck on floor joists (see Floor Framing Plan scupper shown beyond BUILD UP ROOF & SLOPE TO SCUPPERS m Floor '$'ruses .,\ crJ o see Erig Bering for oist direction It 0 Floor Trusses interior finish as detailed elsewhere Q` .A P ti curved roof over wood fascia see elevations for size & material— interior finish as detailed elsewhere attached to framing @ ceiling & installed on sleepers (24" OC) over rigid insulation 6" stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course crnv 0 N O O U co stucco water table 12" CMU @ water tabl. turn down concrete slab over L VB over compacted earth ------ 0 , z; �W - Z -211VERIF 277; L _Wl ENGINEER IN eave flashing w/continuous cleat anchored to continuous lx8 eave backer and 1x6 T&G where exposed, provide 2x3 eave fascia------___ 1" PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses 12 t1 CCII�`r�2`¢��� I interior finish on fi 2x8 eave blocking stucco finish on 8 concrete filled CMU block w/horizontal reinforcement every other course interior finish on 2x4 sleepers 24" OC installed over rigid insulation--—, ledger bolted to CMU as per engineering--- \__ plywood floor deck on floor joists (see Floor Framing Plan)---- "door Trusse see Engineer; � for jq" direclio interior finish as detailed elsewhere—,_4 interior finish as detailed elsewhere attached to framing @ ceiling & installed on sleepers (24" OC) over rigid insulation stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course 0 u OD U 24 .9.1 V-6" W W O ?osed tails eave flashing w/continuous cleat anchored to continuous 1x8 eave backer and 1x6 T&G where exposed, provide 2x3 eave fascia 1" PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or .. • � trusses 12 e"I�,�r O� 24 A9.1 interior finish on framing 3 2x8 eave blocking 3x8 expose rafter tails t' 6' siding on exterior plywood (use roll-on water proofing, caulk plywood joints prior to application) over minimum R-19 insulated wall interior finish on framing wall to roof flashing 1" PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses-_._ beam as per engineering ___.—______-___;� ledger bolted to CMU as per engineering plywood floor deck on floor joists (see Floor Framing Plan)-� J 12 w 8 1) dormer roof shown beyond tl �6Q/ _ y directio interior finish as detailed elsewhere attached to framing @ ceiling & installed on sleepers (24" OC) over rigid insulation eave flashing w/continuous cleat anchored to continuous lx8 eave backer and 1x6 T&G where exposed, provide 2x3 eave fascia stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course U co cmv Eave Section thru Sun Room 3/4" 1 -O 0 3 /4" it. „ 23 A9.3 N o 0 U � , n O 0 eave flashing w/continuous cleat anchored to continuous 1x8 eave backer and 1x6 T&G where exposed, provide 2x3 eave fascia 1" PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or .. • � trusses 12 e"I�,�r O� 24 A9.1 interior finish on framing 3 2x8 eave blocking 3x8 expose rafter tails t' 6' siding on exterior plywood (use roll-on water proofing, caulk plywood joints prior to application) over minimum R-19 insulated wall interior finish on framing wall to roof flashing 1" PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses-_._ beam as per engineering ___.—______-___;� ledger bolted to CMU as per engineering plywood floor deck on floor joists (see Floor Framing Plan)-� J 12 w 8 1) dormer roof shown beyond tl �6Q/ _ y directio interior finish as detailed elsewhere attached to framing @ ceiling & installed on sleepers (24" OC) over rigid insulation eave flashing w/continuous cleat anchored to continuous lx8 eave backer and 1x6 T&G where exposed, provide 2x3 eave fascia stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course U co cmv Eave Section thru Sun Room 3/4" 1 -O 0 3 /4" it. „ 23 A9.3 N VB over compacted eart 0 U � , n eave flashing w/continuous cleat anchored to continuous 1x8 eave backer and 1x6 T&G where exposed, provide 2x3 eave fascia 1" PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or .. • � trusses 12 e"I�,�r O� 24 A9.1 interior finish on framing 3 2x8 eave blocking 3x8 expose rafter tails t' 6' siding on exterior plywood (use roll-on water proofing, caulk plywood joints prior to application) over minimum R-19 insulated wall interior finish on framing wall to roof flashing 1" PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses-_._ beam as per engineering ___.—______-___;� ledger bolted to CMU as per engineering plywood floor deck on floor joists (see Floor Framing Plan)-� J 12 w 8 1) dormer roof shown beyond tl �6Q/ _ y directio interior finish as detailed elsewhere attached to framing @ ceiling & installed on sleepers (24" OC) over rigid insulation eave flashing w/continuous cleat anchored to continuous lx8 eave backer and 1x6 T&G where exposed, provide 2x3 eave fascia stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course U co 20 A9.3 crnv Eave Section thru Sun Room 3/4" 1 -O 0 3 /4" it. „ 23 A9.3 iV VB over compacted eart O U � , n 20 A9.3 turn down concrete slab over Eave Section thru Sun Room 3/4" 1 -O 22 „ Eave Section thru Kitchen A9.3 3 /4" it. „ 23 A9.3 ASIA VB over compacted eart U � , n y 0 --— — TOP F Sk.AB,k p — 1 , CC �. n J z 3a a � v _ _ 3x8 expose _ z O rafter tails � fa zn N L _._ V-2" VERIFY A9. 1 W/ENGINEERIN i W 20 A9.3 24° I Eave Section Eave Section thru Sun Room 3/4" 1 -O 22 „ Eave Section thru Kitchen A9.3 3 /4" it. „ 23 A9.3 ASIA o U � , n Eave Section thru House t2 24° I Eave Section 11 v •24 v ASIA o U � , n y 0 s p . I..i 1 CC �. O 3a V 3x8 expose O rafter tails � fa zn L tt A9. 1 siding on exterior plywood (use roll-on waterproofing, caulk plywood joints prior to application) w/minimum R-19 insulated wall, 2'-O" D 2 U CD 3/4" 24° I Eave Section 3/4" Atlantic • Caribbean • Pacific mfo E�istarrsanford.com 904-707-9761 Copyright ©2ozo .Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings written , r n material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any norm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A9.3 v � rn U � , n y 0 p . I..i rn CC �. O V O v � fa zn L DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A9.3 I rake flashing w/continuous cleat anchored to continuous Ix8 rake backer, provide 2x3 rake fascia on exposed 3x8 rafter V PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick ,rs over plywood roof deck over rafters or trusses__�. ray foam insulation c minimum -30 ceiling insulation rafters or trus se s see engineering interior finish on framing___ -- W J Z U) U L9 stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course interior finish on 2A sleepers 24" OC installed over rigid insulation------*, Sim 12 A9. 1 wall to roof flashing eave flashing w/continuous cleat over lx6 plywood sheathing over T&G where ledger bolted to CMU as per exposed, provide 2x3 eave fascia engineering 12 1 " PT cedar shingle roofing (see specs) over plywood floor deck on floor joists 4-1/2 cedar shingle breather fabric on Peel -N -stick (see Floor Framing Plan over plywood roof deck over rafters or —trusses X X A X X X UUU loor Trrus 0 24 see ngi ep gforjoi t directii 7 0 A9. I Z7.. A9. I > Z' J N8 eave blocking LU interior finish as detailed elsewhere W beam as per engineering ----------- T&G porch ceiling ----33`x8 exposed beam as per engineering rafter tails beam face from I x 12 interior & exterior beam face from Ix 12 w/soffit cut from I x 12 & notched both ends 3/8" for drip door height must be adjusted to align door & window headers in all locations where doors are depressed into stab 4'.0" 6-0" 91-0�1 wood column (shown beyond) 0 eave flashing w/continuous cleat anchored to continuous lx8 eave backer and lx6 T&G where exposed, provide 2x3 eave fascia I " PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses 12 24 -- A9.1 8 OD RrA posed ceiling beyond interior finish on fram ig er tails trim at ceiling break window head flashing V-6" 2x8 eave blocking over �A9. I 2x window head trim CD stucco finish on 8" concrete filled CMU sim� 12 A9. 1 block w/horizontal reinforcement every 12" CNIU 4 water tabl ... ..... ...... finish porch floor over sloped concrete floor other course turn down concrete slab over steps down, stucco finish wall to roof flashing 0 VT3 over c ompacted carlh—� exposed concrete-----------_. interior finish on 2x4 sleepers 24" OC installed over rigid insulation----*., 12 4,112 9 ledger bolted to CMU as per engineering E 0 0 plywood floor deck on floor joists (see Floor Framing Plan�--�,,,,. (Tw J J > 0 -7 0 d Is U�,u I loor Trusses "crin forj6ist ,e, ngine' direction' U W GD W z interior finish as detailed elsewhere beam return from 2x 12 -- beam as per engineering — I door — stucco water table ends g door openings turn down concrete slab over VB over compacted earth— I interior finish on framing 2x8 eave blocking stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course D interiorfinish on 2x4 sleepers 24" OC I U installed over rigid insulation-------,,,., OD wall to roof flashing ledger bolted to CMU as per engineering plywood floor deck on floor joists (see Floor Framing Plan�—� P " I , , , , oor Trus� e$ S�eEngine­`%, f 'It di -e � " 1-1 5io interior finish as detailed elsewhere—,41 bearn return from 2x 12— interior firiish over framing installed on sleepers (24" OQ over rigid insulation stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course 3x8 expose rafter tails 12 9- 112 12 Am 7 �D b 0 cave flashing w/continuous cleat over lx6 plywood sheathing over T&G where exposed, provide 2x3 eave fascia 12 4-112- 1 " PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or -trusses HOUSE 2ND FLOOR, -6 CK r24 �ASI. 1) lx8 eave blocking &G porch ceiling beam as per engineering Jeri le 0111 x 2, "I 'Ic tche, I both 3x8 exposed rafter tails V-6" 9 a, I I stucco water table kD 12" CNIU 4 water tabl ... ..... ...... finish porch floor over sloped concrete floor turn down concrete slab over steps down, stucco finish 0 VT3 over c ompacted carlh—� exposed concrete-----------_. : 9 0 stucco water table ends g door openings turn down concrete slab over VB over compacted earth— I interior finish on framing 2x8 eave blocking stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course D interiorfinish on 2x4 sleepers 24" OC I U installed over rigid insulation-------,,,., OD wall to roof flashing ledger bolted to CMU as per engineering plywood floor deck on floor joists (see Floor Framing Plan�—� P " I , , , , oor Trus� e$ S�eEngine­`%, f 'It di -e � " 1-1 5io interior finish as detailed elsewhere—,41 bearn return from 2x 12— interior firiish over framing installed on sleepers (24" OQ over rigid insulation stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course 3x8 expose rafter tails 12 9- 112 12 Am 7 �D b 0 cave flashing w/continuous cleat over lx6 plywood sheathing over T&G where exposed, provide 2x3 eave fascia 12 4-112- 1 " PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or -trusses HOUSE 2ND FLOOR, -6 CK r24 �ASI. 1) lx8 eave blocking &G porch ceiling beam as per engineering Jeri le 0111 x 2, "I 'Ic tche, I both 3x8 exposed rafter tails V-6" 9 a, I I stucco water table kD 12" CNIU 4 water tabl ... ..... ...... finish porch floor over sloped concrete floor turn down concrete slab over steps down, stucco finish 0 VT3 over c ompacted carlh—� exposed concrete-----------_. : 0 E 0 0 SLOPED J J > > z b 3: z < z 0 W o W z N > V-2` VERIFY z EE!1�4 ILI Eave Section @ Rear Porch 3/4" 1 22 Eave Section thru Master Bedroom 1 I.Off thru Dormer JA9.411 Eave Section thru Rear Porch Copyright 9zozo Starr Sanford Design Associates, Inc. All rights drawings, written aterial, n s ecifications of this docu ent are A e property of Starr Sanford Design "ciates, Inc. No part ot these documents shall be co ' d, disclosed to others, or reprodupNed in part or whole in any Torm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawm2s. Use eiven dimensions only. If not�'showr�,' verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A994 kD N 0 r, 0 E 0 0 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A994 eave flashing w/continuous cleat anchored to continuous lx8 eave backer and 1x6 T&G where exposed, provide 2x3 eave fascia — V PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or russes 12 -1/2 8 L� 12 interior finish on framing 2x8 eave blocking ,__,,,•_:_ 24 -FIN 3x8 expose \ rafter tails \ 1-6" \ 12 1 i 9-1/2 A9:1 stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course O SIM 12 interior finish on 2x4 sleepers 24" OCA9.1 installed over rigid insulation U io wall to roof flashing ledger bolted to CMU as per engineering plywood floor deck on floorjoists (see Floor Framing Plan Floor Trusses see Engi i� t directiQii — p interior fmish as detailed elsewhere interior finish over framing installed on sleepers (24" OC) over rigid insulation stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course eave flashing w/continuous cleat over 1x6 plywood sheathing over T&G where exposed, provide 2x3 eave fascia 12 1" PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick 5 over plywood roof deck over rafters or ---truss --------" 0 turn down concrete slab over TOP E24 1 1 a� A9.1 J n W VB over compacted ea w 2 aga J O U y di O C U J LL t0 L V) c�1 � o- .. e SLOPED " ° .. n l _ .. Z - I ' - N W �. _ 1 - - N VERIFY _NGINEERIN _° W/E --� DI9# A9.5 Eave Section thru Front Porch eave flashing w/continuous cleat over 1x6 0 plywood sheathing over T&G where exposed, provide 2x3 eave fascia —-------,__. 1 " PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick _ overyl vl ood roof deck over rafters or— trusses — 12 \\\ 5 to �\ Q'=,.,....,. W W ^"IN LO interior finish as detailed elsewhere ---**` 3x8 exposed "t rafter tails 1? O interior finish over framing installed on A sleepers (24" OC) over rigid V-6" stucco finish on 8" concrete tilled CMU block w/horizontal reinforcement every other course U C0 cave flashing w/continuous cleat anchored to continuous 1 x8 eave backer and 1x6 T&G where exposed, provide 20 eave fascia— l" PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or interior finish on framing 2x8 eave blocking over 2x window head trim window head flashing window as detailed elsewhere roof beyond -- window sill flashing wall to roof flashing interior finish on stud wall t plywood floor deck on floor joists (see Floor Framing Plan)---, \,",-, Floor Truases beam as per engineering 24 11 A9.1 M� 3x8 exposed rafter tails Al r SIM 12 A9.1 7'-O" —1 5 o a interior finish as detailed elsewhere on furring strips as required for flush ceilin condition interior finish over framing installed on sleepers (24" OC) over rigid insulation stucco finish on 8" concrete filled CMU block w/horizontal reinforcement every other course �rnv O tV O U CD HOUSE 2ND FLOOR IF OF PLYWOOD DEC 3x8 exposed rafter tails >? 0 D"nwx+o # Duwwmc # 20 Eave Section thru MasterWardrobe 314" 21 Eave Section thru Master Bathroom Copyright ©zozo Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or repproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. � rn TOP E24 1 1 a� A9.1 J n W U w 2 aga d' O U y di 3x8 exposed rafter tails >? 0 D"nwx+o # Duwwmc # 20 Eave Section thru MasterWardrobe 314" 21 Eave Section thru Master Bathroom Copyright ©zozo Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or repproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. � rn DRAWN:MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A9.5 � 1\ a� o n U � O ar O U y di O C U t0 L V) c�1 � DRAWN:MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A9.5 1 A'.O" 121-01, 10'.0', 12'-O" oaB�. A9.6 Building Section @ Stain Hall 0 2 4' 6' 8' 10' 12' 14' 16' L1 1 !4" '-O" I A9.6 Building Section @ Stair Hall D 2' 4' 6' 8' 10' 12' 14' 16' Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any 'form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet lU l W � � O U � y O U d' O +-� R3 O Q+ U � '6 L y O V � N U L L • MM� Fri ra V }� 7 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet z W 0 All cover plates shall be Jumbo size. Electrical Plan Key ,Note: See Finish Schedules for size of base for I' 15a 125-277v single pole switch equal to Hubbell #1201. Ii each room. It shall be the electrical s 15a 125-277v 3 -way switch equal to Hubbell #1203. I -contractor's responsibility to coordinate - • -• - - _ -. - - 4 ---------- baseboard sizes with other trades. 3" $l 1D ' 15a 125-277v dimmer switch. i a ORecessed compact fluorescent bulb light or LED. I Surface compact fluorescent bulb light or LED. •thermostat (where applicable)' o sFvi'tch (sec plans fpt type) . daor casing (as detailed•elsewhere) .' - Walt -wisher recessed compact -fluorescent bulb light _ _ _ _ ._ _ _ ._ _ _ _ _ -------- 0 receptacle turned horizontally (94° to r- 15a 125v 3 wire single pole w/ground duplex wall outlet equal vertical as shown) ,baseboard over 6 1/ " on the flat face of baseboard 15a 125v duplex GFCI wall outlet equal to Leviton I II ` I I , #8o1-65991 iV I 2oa 125v 3 wire single pole w/ round duplex wall outlet equal #5362 by dedicated 2oa circuit. I ELECTRICAL Electrical Plan Key I' 15a 125-277v single pole switch equal to Hubbell #1201. Ii 0 W s 15a 125-277v 3 -way switch equal to Hubbell #1203. I 0 4 15a 125-277v 4 -way switch equal to Hubbell #1203. $l 1D ' 15a 125-277v dimmer switch. i a ORecessed compact fluorescent bulb light or LED. I Surface compact fluorescent bulb light or LED. Adjustable eyeball recessed compact fluorescent bulb light. 3 - Walt -wisher recessed compact -fluorescent bulb light _ _ _ _ ._ _ _ ._ _ _ _ _ -------- ELECTRICAL OUTLET LOCATIONS Large pendant ceiling fixture. Small pendant ceiling fixture. 4" square Recessed LED, Elitco Lighting RS4123oKRF or ____--------- similar. �- --- Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O Wall fixture. © Exhaust fan w/hght. ® Exhaust fan. Undercounter Lighting & power strip, lighting equal to Tresco Q U. s 8 VANITY ELECTRICAL LOCATION Lighting - Flexib e 3W EquiLine Tape LED 12V. 0 W E2.1 0 Wired Combination Carbon Dioxide & Smoke detector (rzoV a w/battery backup). w I I 3 Split -wired 15a 125v duplex wall outlet. 0 W 15a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252. 15a 125v duplex GFCI wall outlet equal to Leviton I II ` I I , #8o1-65991 � ` I I 2oa 125v 3 wire single pole w/ round duplex wall outlet equal #5362 by dedicated 2oa circuit. I to Hubbell served ® 15a 125v 3 wire single pole w/ground duplex floor outlet in I I flush brass floor box. New doorbell button. New items are generally shown bold as VE_ - - indicate&llere.- --OUTSiDE-FACE OF WALL-ASO - �-7 Doorbell(Install transformer in closest available concealed 4� space.) Q Empty wall box for computer or telephone w/3/4" conduit & pull string to above ceiling or to other accessible space. I i I I i f I i . Telephone wall jack. 1. 2. 3. 4. PLAN NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes See E2.4 for exterior lighting schedule. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a,) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b) All lighting will comply with types of lighting authorized by the general Permit." I I I I i I is �I j' I. > I. 0 a I 3 0 W I II ` I I , I I � ` I Garage Level Electrical Plan 0 2' 4' 6' T 10' 12' 14' 16' SEE E2.4 FOR LIGHTING CUT SHEETS W, AND EXTERIOR LIGHTING SCHEDULE Z! Z+ U� Ma I_ , Z1I 0 UI ¢i 01 U W �J i� a w a. jz 0 �J D J Q t� W iW 1 �� �i i i i SEE E2.4 FOR LIGHTING CtMii SHEETS AND EXTERIOR LIGHTING SXHEDULE Ji Z, 01 U! D: it rt (n z. U' J! A . First Level Electrical Plan 011 E2.2 UI 0 2' 4' 6 8' 10` 12' 14' 16' 7UTH SIDE YAR'' SETBACK to photocell ORTH SIDE YARD SETBACK Copyright ©202.0 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, ani specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. I DRAWN: MLS I CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: SLPri E22 U Ri i y O U � U� ct3 +� O � v ci L 0 Ln � U L i ' GV ?� N 3 I DRAWN: MLS I CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: SLPri E22 r - - - - - - - - - - - - - - - - - - - - - - - --Ot1TSiDE FACE OF WALL -BELOW - I CP I I I I J -3" H H_ J .$ .�a'-3" HH 7"-5" HEAD HEiC3l,4'i' r..-._:-.v� � 42" t� 42 U.Z 0 _H3=4 Ci 91-0" CEILING - t1 - - - - - - - — — �� -- -- -- — — - — -- -- — — --- — — -- -- --- — --- — - C3" HH w , D I � r. !ELINS 5�H# .r LL O �_ _ ✓/ j 0U M4 — -- — I VK m - ---- - - - - -- - ----- : a W 2 \V f -- -- AvP I X CEILING a 113 ,ate 1 � \ LdIO IZ 0. Iw y>>ED G i I I I SLOPED ::- EILINGI�. i I I I SLOPED '_"C*EILING i C 44 9e i E2 s CEILING; V ABOVE FF Lo ,u, n EILING i QING i� I I U CL � GJ .. ( W. t\ W I:i +� 3: 17 A 'Ftp U t 41w � I I C.> f�. t SLOPED / --3 I, ; 1 ( � 10 I � I V ABOVE FF i I I I SLOPED ::- EILINGI�. i I I I SLOPED '_"C*EILING i C 44 9e i E2 s CEILING; V ABOVE FF o A�. E2.3 Lo ,u, n EILING i QING i� 0, U CL � GJ .. ( W. t\ W I:i +� A 'Ftp U L 41w � I I C.> f�. ro N / --3 I, ; E2 3E S I V ABOVE FF o A�. E2.3 and —this light appears on 1st & 2nd floor switch below 1 Tr I I n EILING i QING i� 0, U R$ � GJ I I t\ i� i! +� 'Ftp U L 41w � I I C.> ro N / C (LING I and —this light appears on 1st & 2nd floor switch below 1 Tr I I n i QING i� 0, U R$ � GJ z t\ a® +� 'Ftp ELE}A�TOR Second Level Electrical Plan 0 2' 4' 6' 8' 10' 12' 14' 16' E2 1 15a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252. Electrical Plan Key }� z5a 125v duplex GFCI wall outlet equal to Leviton �{ #8oi-65991. rya 125-277v single pole switch equal to Hubbell #i2oi. 2oa 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5362 served by dedicated 2oa circuit. 15a 125-277v 3 -way switch equal to Hubbell #1203. 15a 125v 3 wire single pole w/ground duplex floor outlet in flush brass floor box. i5a 125-277v 4 -way switch equal to Hubbell #1203. a New doorbell button. New items are generally shown bold as indicated here. 15a 125-277v dimmer switch. D Doorbell chimes. (Install transformer in closest available concealed accessible space. O Recessed compact fluorescent bulb light or LED. Empty wall box for computer or telephone w/3/4" conduit & pull string to above ceiling or to other accessible space. —(�— Surface compact fluorescent bulb light or LED. A Telephone wall jack. 1' Adjustable eyeball recessed compact fluorescent bulb light. ® Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. - 4" square Recessed LED, Elitco Lighting RS4123oKRF or I I similar. I Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O I Wall fixture. rp I � 0 ® Exhaust fan w/light. I LiJ ® Exhaust fan. I I � 4 O ,O _ A Undercounter Lighting & power strip, lighting equal to Tresco Lighting -Flexible 3W EquiLine Tape LED 12V. I T Wired Combination Carbon Dioxide & Smoke detector (12oV w/batterybackup). Split -wired 15a 125v duplex wall outlet. ! ------------ I I I 1/4" 1'-0" 0 I I I __ Atlantic • Caribbean • Fa.cific info(&star anford.corn 904-707-976.1 Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reroduced in part or whole in any Yorm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. u? QING i� 0, U R$ � GJ ELE}A�TOR Second Level Electrical Plan 0 2' 4' 6' 8' 10' 12' 14' 16' E2 1 15a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252. Electrical Plan Key }� z5a 125v duplex GFCI wall outlet equal to Leviton �{ #8oi-65991. rya 125-277v single pole switch equal to Hubbell #i2oi. 2oa 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5362 served by dedicated 2oa circuit. 15a 125-277v 3 -way switch equal to Hubbell #1203. 15a 125v 3 wire single pole w/ground duplex floor outlet in flush brass floor box. i5a 125-277v 4 -way switch equal to Hubbell #1203. a New doorbell button. New items are generally shown bold as indicated here. 15a 125-277v dimmer switch. D Doorbell chimes. (Install transformer in closest available concealed accessible space. O Recessed compact fluorescent bulb light or LED. Empty wall box for computer or telephone w/3/4" conduit & pull string to above ceiling or to other accessible space. —(�— Surface compact fluorescent bulb light or LED. A Telephone wall jack. 1' Adjustable eyeball recessed compact fluorescent bulb light. ® Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. - 4" square Recessed LED, Elitco Lighting RS4123oKRF or I I similar. I Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O I Wall fixture. rp I � 0 ® Exhaust fan w/light. I LiJ ® Exhaust fan. I I � 4 O ,O _ A Undercounter Lighting & power strip, lighting equal to Tresco Lighting -Flexible 3W EquiLine Tape LED 12V. I T Wired Combination Carbon Dioxide & Smoke detector (12oV w/batterybackup). Split -wired 15a 125v duplex wall outlet. ! ------------ I I I 1/4" 1'-0" 0 I I I __ Atlantic • Caribbean • Fa.cific info(&star anford.corn 904-707-976.1 Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reroduced in part or whole in any Yorm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet E2.3 u? 0, U R$ � GJ O t\ +� E U L 41w � 0 c C.> ro N • C�,, f DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet E2.3 11 to 0 10 b O OD b N A9. A 5 Z' 8 _ Foundation Material Ke - ---- tum -down ----- w s — -tu - footing- s, o s wings. U only dimensions drawings. If dimension N —_-------- before 1Z are n not onrthe Builder shall be responsible iblelfo obtaining clarification — I q 7-5/8 CMU above wall 1 M 36-5" - °AG* Architectural Step Down Plan S2. i 0 2' 4' 6' 8' 10' 12' 14' 16' 3/4" _ A 3/4" FLOOR NAVD Atlantic a Cuibbea • Pacific 904-707-9761 O Copyright 9)2o2o Starr Sanford ao Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any 'form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. b N DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet S24,1 O 4� a y O n O CJ d b CID O � 4"' 9 0) U� Cd O _ J � U (^� , 'B � L O 41 Ln L cq b N DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet S24,1